INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 201 -1 VENDOR RANKING CALL ORDER : 201 CONTRACT ID : R -28831-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/14/09 10:00 AM DISTRICT : 65 CONTRACT TIME : 06/30/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1771006 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 90-0177865 HIS CONSTRUCTORS LLC $ 235,217.75 100.0000% 2 35-1673827 HENDERSON H E INC $ 243,890.31 103.6870% 3 35-1461789 POINDEXTER EXCAVATING $ 252,669.50 107.4194% 4 35-1310611 DUNCAN ROBERTSON INC $ 292,220.30 124.2339% 5 35-1357381 O`MARA DAVE CONTRACTOR $ 292,871.60 124.5108% 6 35-1385672 FORCE CONSTRUCTION CO INC $ 295,947.11 125.8184% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 314,411.10 133.6681% 8 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 317,427.35 134.9504% 9 35-1549010 MCALISTER EXCAVATING CO INC $ 368,377.15 156.6111% 10 35-1609544 SCHUTT-LOOKABILL CO $ 374,356.65 159.1532% 11 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 383,039.49 162.8446% 12 35-1128289 BEATY CONSTRUCTION INC $ 393,313.50 167.2125% 13 35-1636776 LINKEL COMPANY $ 667,261.00 283.6780% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 201 -2 TABULATION OF BIDS ROUTE : 9 CALL ORDER : 201 CONTRACT ID : R -28831-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1673827 |( 3 ) 35-1461789 |HIS CONSTRUCTORS LLC |HENDERSON H E INC |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 1600.00000 1600.00| 3350.78000 3350.78| 5900.00000 5900.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 | 10000.00000 10000.00| 14555.00000 14555.00| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 3000.00000 3000.00| 1528.72000 1528.72| 17000.00000 17000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 296.000 SYS | 13.25000 3922.00| 7.64000 2261.44| 14.00000 4144.00 PAVEMENT REMOVAL | | | 0009 203-02000 24.000 CYS | 55.75000 1338.00| 21.40000 513.60| 80.00000 1920.00 EXCAVATION, COMMON | | | 0010 203-02070 97.000 CYS | 23.25000 2255.25| 28.46000 2760.62| 20.00000 1940.00 BORROW | | | 0011 205-06937 300.000 LFT | 4.25000 1275.00| 4.20000 1260.00| 4.20000 1260.00 TEMPORARY SILT FENCE | | | 0012 207-08263 347.000 SYS | 10.25000 3556.75| 10.41000 3612.27| 11.00000 3817.00 SUBGRADE TREATMENT, TYPE IA | | | 0013 211-09265 1008.000 CYS | 22.00000 22176.00| 23.67000 23859.36| 22.00000 22176.00 STRUCTURE BACKFILL, TYPE 2 | | | 0014 406-05520 0.220 TON | 1700.00000 374.00| 619.50000 136.29| 600.00000 132.00 ASPHALT FOR TACK COAT | | | 0015 601-95434 114.000 LFT | 76.50000 8721.00| 48.72000 5554.08| 118.00000 13452.00 HANDRAIL, STEEL PIPE, 1.5 IN. | | | 0016 604-06070 32.000 SYS | 100.00000 3200.00| 39.00000 1248.00| 70.00000 2240.00 SIDEWALK, CONCRETE | | | 0017 605-06140 140.000 LFT | 45.00000 6300.00| 28.02000 3922.80| 32.00000 4480.00 CURB AND GUTTER, CONCRETE | | | 0018 610-07487 192.000 TON | 112.50000 21600.00| 98.70000 18950.40| 100.00000 19200.00 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 201 -3 TABULATION OF BIDS ROUTE : 9 CALL ORDER : 201 CONTRACT ID : R -28831-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1673827 |( 3 ) 35-1461789 |HIS CONSTRUCTORS LLC |HENDERSON H E INC |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 615-06505 2.000 EACH | 1050.00000 2100.00| 775.75000 1551.50| 800.00000 1600.00 MONUMENT, B | | | 0020 616-02320 87.000 SYS | 3.50000 304.50| 3.21000 279.27| 9.00000 783.00 GEOTEXTILES | | | 0021 616-05688 62.000 TON | 29.00000 1798.00| 39.40000 2442.80| 30.00000 1860.00 RIPRAP, CLASS 1 | | | 0022 616-51367 108.000 SYS | 39.50000 4266.00| 32.83000 3545.64| 46.00000 4968.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0023 621-01004 1.000 EACH | 650.00000 650.00| 630.00000 630.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-02363 461.000 SYS | 1.60000 737.60| 1.58000 728.38| 2.00000 922.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0025 621-06560 97.000 SYS | 2.15000 208.55| 2.10000 203.70| 2.50000 242.50 MULCHED SEEDING, U | | | 0026 628-09402 6.000 MOS | 1800.00000 10800.00| 2033.00000 12198.00| 1850.00000 11100.00 FIELD OFFICE, B | | | 0027 702-51005 73.300 CYS | 378.00000 27707.40| 363.24000 26625.49| 360.00000 26388.00 CONCRETE, A, SUBSTRUCTURE | | | 0028 702-51015 66.500 CYS | 330.00000 21945.00| 251.31000 16712.12| 240.00000 15960.00 CONCRETE, B, FOOTINGS | | | 0029 703-51032 17362.000 LBS | 1.00000 17362.00| 1.09000 18924.58| 0.50000 8681.00 REINFORCING STEEL, EPOXY COATED | | | 0030 714-26708 64.000 LFT | 485.00000 31040.00| 634.25000 40592.00| 460.00000 29440.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0031 715-05151 6.000 LFT | 120.00000 720.00| 38.09000 228.54| 130.00000 780.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0032 715-05169 6.000 LFT | 120.00000 720.00| 41.30000 247.80| 130.00000 780.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0033 715-05173 6.000 LFT | 142.00000 852.00| 52.23000 313.38| 180.00000 1080.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0034 715-05203 96.000 LFT | 6.95000 667.20| 13.66000 1311.36| 10.00000 960.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0035 715-26772 1.000 EACH | 5800.00000 5800.00| 5744.91000 5744.91| 6300.00000 6300.00 GRATED BOX END SECTION, I, 6:1, 24 IN. | | | 0036 720-45065 1.000 EACH | 3575.00000 3575.00| 2756.61000 2756.61| 2000.00000 2000.00 INLET, N12 | | | 0037 720-98174 2.000 EACH | 2290.00000 4580.00| 2117.76000 4235.52| 2100.00000 4200.00 INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 201 -4 TABULATION OF BIDS ROUTE : 9 CALL ORDER : 201 CONTRACT ID : R -28831-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1673827 |( 3 ) 35-1461789 |HIS CONSTRUCTORS LLC |HENDERSON H E INC |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 801-03290 4.000 EACH | 240.00000 960.00| 262.50000 1050.00| 265.00000 1060.00 CONSTRUCTION SIGN, C | | | 0039 801-04308 4.000 EACH | 212.00000 848.00| 341.25000 1365.00| 345.00000 1380.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06625 22.000 EACH | 95.00000 2090.00| 47.25000 1039.50| 50.00000 1100.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 10.000 EACH | 212.00000 2120.00| 210.00000 2100.00| 210.00000 2100.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 5.000 EACH | 42.00000 210.00| 26.25000 131.25| 50.00000 250.00 CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP | 1500.00000 1500.00| 12664.60000 12664.60| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0044 801-07118 70.000 LFT | 15.95000 1116.50| 10.50000 735.00| 12.00000 840.00 BARRICADE, III-A | | | 0045 808-06713 280.000 LFT | 1.80000 504.00| 2.10000 588.00| 3.00000 840.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 808-75245 280.000 LFT | 1.80000 504.00| 2.10000 588.00| 3.00000 840.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0047 808-75998 2.000 EACH | 105.00000 210.00| 420.00000 840.00| 450.00000 900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 235,217.75| $ 243,890.31| $ 252,669.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 235,217.75| $ 243,890.31| $ 252,669.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 201 -5 TABULATION OF BIDS ROUTE : 9 CALL ORDER : 201 CONTRACT ID : R -28831-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1310611 |( 5 ) 35-1357381 |( 6 ) 35-1385672 |DUNCAN ROBERTSON INC |O`MARA DAVE CONTRACTOR |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 4500.00000 4500.00| 2500.00000 2500.00| 1950.00000 1950.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 | 15000.00000 15000.00| 14500.00000 14500.00| 14842.35000 14842.35 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 3000.00000 3000.00| 7336.00000 7336.00| 2800.00000 2800.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 296.000 SYS | 20.00000 5920.00| 21.00000 6216.00| 17.96000 5316.16 PAVEMENT REMOVAL | | | 0009 203-02000 24.000 CYS | 175.00000 4200.00| 73.00000 1752.00| 43.25000 1038.00 EXCAVATION, COMMON | | | 0010 203-02070 97.000 CYS | 10.00000 970.00| 16.50000 1600.50| 30.91000 2998.27 BORROW | | | 0011 205-06937 300.000 LFT | 2.00000 600.00| 4.20000 1260.00| 4.00000 1200.00 TEMPORARY SILT FENCE | | | 0012 207-08263 347.000 SYS | 20.00000 6940.00| 9.50000 3296.50| 12.44500 4318.42 SUBGRADE TREATMENT, TYPE IA | | | 0013 211-09265 1008.000 CYS | 28.00000 28224.00| 27.00000 27216.00| 26.81300 27027.50 STRUCTURE BACKFILL, TYPE 2 | | | 0014 406-05520 0.220 TON | 440.00000 96.80| 490.00000 107.80| 590.00000 129.80 ASPHALT FOR TACK COAT | | | 0015 601-95434 114.000 LFT | 75.00000 8550.00| 127.00000 14478.00| 70.00000 7980.00 HANDRAIL, STEEL PIPE, 1.5 IN. | | | 0016 604-06070 32.000 SYS | 35.00000 1120.00| 48.00000 1536.00| 40.00000 1280.00 SIDEWALK, CONCRETE | | | 0017 605-06140 140.000 LFT | 25.00000 3500.00| 17.00000 2380.00| 15.79000 2210.60 CURB AND GUTTER, CONCRETE | | | 0018 610-07487 192.000 TON | 140.00000 26880.00| 115.00000 22080.00| 94.00000 18048.00 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 201 -6 TABULATION OF BIDS ROUTE : 9 CALL ORDER : 201 CONTRACT ID : R -28831-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1310611 |( 5 ) 35-1357381 |( 6 ) 35-1385672 |DUNCAN ROBERTSON INC |O`MARA DAVE CONTRACTOR |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 615-06505 2.000 EACH | 700.00000 1400.00| 750.00000 1500.00| 650.00000 1300.00 MONUMENT, B | | | 0020 616-02320 87.000 SYS | 3.00000 261.00| 5.00000 435.00| 4.13000 359.31 GEOTEXTILES | | | 0021 616-05688 62.000 TON | 25.00000 1550.00| 27.00000 1674.00| 40.82700 2531.27 RIPRAP, CLASS 1 | | | 0022 616-51367 108.000 SYS | 50.00000 5400.00| 30.00000 3240.00| 95.40200 10303.42 SLOPEWALL, CONCRETE, 4 IN. | | | 0023 621-01004 1.000 EACH | 750.00000 750.00| 625.00000 625.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-02363 461.000 SYS | 2.00000 922.00| 1.70000 783.70| 1.50000 691.50 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0025 621-06560 97.000 SYS | 2.00000 194.00| 2.10000 203.70| 2.00000 194.00 MULCHED SEEDING, U | | | 0026 628-09402 6.000 MOS | 1200.00000 7200.00| 1800.00000 10800.00| 1822.34800 10934.09 FIELD OFFICE, B | | | 0027 702-51005 73.300 CYS | 325.00000 23822.50| 410.00000 30053.00| 637.09300 46698.92 CONCRETE, A, SUBSTRUCTURE | | | 0028 702-51015 66.500 CYS | 275.00000 18287.50| 225.00000 14962.50| 351.92700 23403.15 CONCRETE, B, FOOTINGS | | | 0029 703-51032 17362.000 LBS | 1.00000 17362.00| 0.95000 16493.90| 1.15500 20053.11 REINFORCING STEEL, EPOXY COATED | | | 0030 714-26708 64.000 LFT | 1250.00000 80000.00| 1220.00000 78080.00| 760.13500 48648.64 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0031 715-05151 6.000 LFT | 40.00000 240.00| 110.00000 660.00| 110.49000 662.94 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0032 715-05169 6.000 LFT | 40.00000 240.00| 110.00000 660.00| 116.28000 697.68 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0033 715-05173 6.000 LFT | 45.00000 270.00| 125.00000 750.00| 123.22000 739.32 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0034 715-05203 96.000 LFT | 12.50000 1200.00| 7.00000 672.00| 19.72000 1893.12 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0035 715-26772 1.000 EACH | 6500.00000 6500.00| 6600.00000 6600.00| 8226.10000 8226.10 GRATED BOX END SECTION, I, 6:1, 24 IN. | | | 0036 720-45065 1.000 EACH | 2500.00000 2500.00| 2200.00000 2200.00| 4218.49000 4218.49 INLET, N12 | | | 0037 720-98174 2.000 EACH | 1250.00000 2500.00| 1800.00000 3600.00| 4131.72000 8263.44 INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 201 -7 TABULATION OF BIDS ROUTE : 9 CALL ORDER : 201 CONTRACT ID : R -28831-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1310611 |( 5 ) 35-1357381 |( 6 ) 35-1385672 |DUNCAN ROBERTSON INC |O`MARA DAVE CONTRACTOR |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 801-03290 4.000 EACH | 412.50000 1650.00| 270.00000 1080.00| 250.00000 1000.00 CONSTRUCTION SIGN, C | | | 0039 801-04308 4.000 EACH | 165.00000 660.00| 350.00000 1400.00| 325.00000 1300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06625 22.000 EACH | 137.50000 3025.00| 50.00000 1100.00| 45.00000 990.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 10.000 EACH | 148.50000 1485.00| 210.00000 2100.00| 200.00000 2000.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 5.000 EACH | 27.50000 137.50| 30.00000 150.00| 25.00000 125.00 CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP | 1045.00000 1045.00| 4000.00000 4000.00| 6950.51000 6950.51 MAINTAINING TRAFFIC | | | 0044 801-07118 70.000 LFT | 11.00000 770.00| 11.00000 770.00| 10.00000 700.00 BARRICADE, III-A | | | 0045 808-06713 280.000 LFT | 3.85000 1078.00| 2.10000 588.00| 2.00000 560.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 808-75245 280.000 LFT | 4.95000 1386.00| 2.10000 588.00| 2.00000 560.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0047 808-75998 2.000 EACH | 440.00000 880.00| 420.00000 840.00| 100.00000 200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 292,220.30| $ 292,871.60| $ 295,947.11 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 292,220.30| $ 292,871.60| $ 295,947.11 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 201 -8 TABULATION OF BIDS ROUTE : 9 CALL ORDER : 201 CONTRACT ID : R -28831-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 31-1323837 |( 9 ) 35-1549010 |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY |MCALISTER EXCAVATING CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 6000.00000 6000.00| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 | 15720.55000 15720.55| 43000.00000 43000.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 9432.33000 9432.33| 3000.00000 3000.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 296.000 SYS | 20.00000 5920.00| 12.00000 3552.00| 22.00000 6512.00 PAVEMENT REMOVAL | | | 0009 203-02000 24.000 CYS | 75.00000 1800.00| 1.35000 32.40| 100.00000 2400.00 EXCAVATION, COMMON | | | 0010 203-02070 97.000 CYS | 30.00000 2910.00| 2.75000 266.75| 10.00000 970.00 BORROW | | | 0011 205-06937 300.000 LFT | 2.04000 612.00| 1.75000 525.00| 4.40000 1320.00 TEMPORARY SILT FENCE | | | 0012 207-08263 347.000 SYS | 25.00000 8675.00| 9.50000 3296.50| 25.00000 8675.00 SUBGRADE TREATMENT, TYPE IA | | | 0013 211-09265 1008.000 CYS | 30.00000 30240.00| 29.00000 29232.00| 35.00000 35280.00 STRUCTURE BACKFILL, TYPE 2 | | | 0014 406-05520 0.220 TON | 1591.00000 350.02| 775.00000 170.50| 680.00000 149.60 ASPHALT FOR TACK COAT | | | 0015 601-95434 114.000 LFT | 112.00000 12768.00| 70.00000 7980.00| 98.00000 11172.00 HANDRAIL, STEEL PIPE, 1.5 IN. | | | 0016 604-06070 32.000 SYS | 65.00000 2080.00| 70.00000 2240.00| 54.00000 1728.00 SIDEWALK, CONCRETE | | | 0017 605-06140 140.000 LFT | 30.00000 4200.00| 42.00000 5880.00| 40.00000 5600.00 CURB AND GUTTER, CONCRETE | | | 0018 610-07487 192.000 TON | 100.00000 19200.00| 125.00000 24000.00| 117.50000 22560.00 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 201 -9 TABULATION OF BIDS ROUTE : 9 CALL ORDER : 201 CONTRACT ID : R -28831-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 31-1323837 |( 9 ) 35-1549010 |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY |MCALISTER EXCAVATING CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 615-06505 2.000 EACH | 725.00000 1450.00| 900.00000 1800.00| 1000.00000 2000.00 MONUMENT, B | | | 0020 616-02320 87.000 SYS | 3.00000 261.00| 1.50000 130.50| 3.00000 261.00 GEOTEXTILES | | | 0021 616-05688 62.000 TON | 30.00000 1860.00| 19.50000 1209.00| 30.00000 1860.00 RIPRAP, CLASS 1 | | | 0022 616-51367 108.000 SYS | 95.00000 10260.00| 43.00000 4644.00| 105.00000 11340.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0023 621-01004 1.000 EACH | 1140.00000 1140.00| 750.00000 750.00| 660.00000 660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-02363 461.000 SYS | 1.70000 783.70| 1.90000 875.90| 1.65000 760.65 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0025 621-06560 97.000 SYS | 7.50000 727.50| 2.50000 242.50| 2.20000 213.40 MULCHED SEEDING, U | | | 0026 628-09402 6.000 MOS | 2500.00000 15000.00| 2300.00000 13800.00| 2500.00000 15000.00 FIELD OFFICE, B | | | 0027 702-51005 73.300 CYS | 550.00000 40315.00| 375.00000 27487.50| 550.00000 40315.00 CONCRETE, A, SUBSTRUCTURE | | | 0028 702-51015 66.500 CYS | 450.00000 29925.00| 220.00000 14630.00| 425.00000 28262.50 CONCRETE, B, FOOTINGS | | | 0029 703-51032 17362.000 LBS | 1.00000 17362.00| 1.40000 24306.80| 1.00000 17362.00 REINFORCING STEEL, EPOXY COATED | | | 0030 714-26708 64.000 LFT | 600.00000 38400.00| 750.00000 48000.00| 1192.00000 76288.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0031 715-05151 6.000 LFT | 80.00000 480.00| 135.00000 810.00| 150.00000 900.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0032 715-05169 6.000 LFT | 80.00000 480.00| 110.00000 660.00| 150.00000 900.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0033 715-05173 6.000 LFT | 100.00000 600.00| 170.00000 1020.00| 150.00000 900.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0034 715-05203 96.000 LFT | 20.00000 1920.00| 7.00000 672.00| 20.00000 1920.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0035 715-26772 1.000 EACH | 7500.00000 7500.00| 5300.00000 5300.00| 7500.00000 7500.00 GRATED BOX END SECTION, I, 6:1, 24 IN. | | | 0036 720-45065 1.000 EACH | 3000.00000 3000.00| 3400.00000 3400.00| 5000.00000 5000.00 INLET, N12 | | | 0037 720-98174 2.000 EACH | 2500.00000 5000.00| 2800.00000 5600.00| 4000.00000 8000.00 INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 201 -10 TABULATION OF BIDS ROUTE : 9 CALL ORDER : 201 CONTRACT ID : R -28831-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 31-1323837 |( 9 ) 35-1549010 |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY |MCALISTER EXCAVATING CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 801-03290 4.000 EACH | 250.00000 1000.00| 475.00000 1900.00| 165.00000 660.00 CONSTRUCTION SIGN, C | | | 0039 801-04308 4.000 EACH | 325.00000 1300.00| 190.00000 760.00| 358.00000 1432.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06625 22.000 EACH | 45.00000 990.00| 160.00000 3520.00| 98.00000 2156.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 10.000 EACH | 200.00000 2000.00| 170.00000 1700.00| 182.00000 1820.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 5.000 EACH | 25.00000 125.00| 32.00000 160.00| 70.00000 350.00 CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP | 12000.00000 12000.00| 20000.00000 20000.00| 11500.00000 11500.00 MAINTAINING TRAFFIC | | | 0044 801-07118 70.000 LFT | 10.00000 700.00| 12.00000 840.00| 17.00000 1190.00 BARRICADE, III-A | | | 0045 808-06713 280.000 LFT | 2.00000 560.00| 4.80000 1344.00| 1.70000 476.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 808-75245 280.000 LFT | 2.00000 560.00| 6.20000 1736.00| 3.50000 980.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0047 808-75998 2.000 EACH | 400.00000 800.00| 475.00000 950.00| 750.00000 1500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 314,411.10| $ 317,427.35| $ 368,377.15 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 314,411.10| $ 317,427.35| $ 368,377.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 201 -11 TABULATION OF BIDS ROUTE : 9 CALL ORDER : 201 CONTRACT ID : R -28831-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1609544 |( 11 ) 35-2070195 |( 12 ) 35-1128289 |SCHUTT-LOOKABILL CO |ALPHA EXCAVATING & LANDSCAPI |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 3132.00000 3132.00| 4000.00000 4000.00| 1850.00000 1850.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 | 18718.00000 18718.00| 21000.00000 21000.00| 19500.00000 19500.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 2638.50000 2638.50| 4700.00000 4700.00| 11500.00000 11500.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 296.000 SYS | 4.71000 1394.16| 18.50000 5476.00| 16.50000 4884.00 PAVEMENT REMOVAL | | | 0009 203-02000 24.000 CYS | 441.68000 10600.32| 37.50000 900.00| 63.00000 1512.00 EXCAVATION, COMMON | | | 0010 203-02070 97.000 CYS | 0.30000 29.10| 32.50000 3152.50| 37.00000 3589.00 BORROW | | | 0011 205-06937 300.000 LFT | 4.32000 1296.00| 3.25000 975.00| 4.50000 1350.00 TEMPORARY SILT FENCE | | | 0012 207-08263 347.000 SYS | 5.93000 2057.71| 15.00000 5205.00| 15.50000 5378.50 SUBGRADE TREATMENT, TYPE IA | | | 0013 211-09265 1008.000 CYS | 23.78000 23970.24| 27.00000 27216.00| 50.00000 50400.00 STRUCTURE BACKFILL, TYPE 2 | | | 0014 406-05520 0.220 TON | 637.20000 140.18| 640.00000 140.80| 625.00000 137.50 ASPHALT FOR TACK COAT | | | 0015 601-95434 114.000 LFT | 120.96000 13789.44| 121.00000 13794.00| 112.00000 12768.00 HANDRAIL, STEEL PIPE, 1.5 IN. | | | 0016 604-06070 32.000 SYS | 44.00000 1408.00| 75.00000 2400.00| 72.50000 2320.00 SIDEWALK, CONCRETE | | | 0017 605-06140 140.000 LFT | 25.12000 3516.80| 27.50000 3850.00| 44.00000 6160.00 CURB AND GUTTER, CONCRETE | | | 0018 610-07487 192.000 TON | 101.52000 19491.84| 101.00000 19392.00| 105.00000 20160.00 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 201 -12 TABULATION OF BIDS ROUTE : 9 CALL ORDER : 201 CONTRACT ID : R -28831-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1609544 |( 11 ) 35-2070195 |( 12 ) 35-1128289 |SCHUTT-LOOKABILL CO |ALPHA EXCAVATING & LANDSCAPI |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 615-06505 2.000 EACH | 783.00000 1566.00| 800.00000 1600.00| 725.00000 1450.00 MONUMENT, B | | | 0020 616-02320 87.000 SYS | 5.74000 499.38| 2.95000 256.65| 5.25000 456.75 GEOTEXTILES | | | 0021 616-05688 62.000 TON | 30.86000 1913.32| 59.00000 3658.00| 37.00000 2294.00 RIPRAP, CLASS 1 | | | 0022 616-51367 108.000 SYS | 81.74000 8827.92| 350.00000 37800.00| 85.00000 9180.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0023 621-01004 1.000 EACH | 648.00000 648.00| 1500.00000 1500.00| 625.00000 625.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-02363 461.000 SYS | 1.62000 746.82| 2.00000 922.00| 1.75000 806.75 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0025 621-06560 97.000 SYS | 2.16000 209.52| 8.00000 776.00| 2.25000 218.25 MULCHED SEEDING, U | | | 0026 628-09402 6.000 MOS | 2162.43000 12974.58| 2000.00000 12000.00| 2000.00000 12000.00 FIELD OFFICE, B | | | 0027 702-51005 73.300 CYS | 828.22000 60708.53| 747.00000 54755.10| 1000.00000 73300.00 CONCRETE, A, SUBSTRUCTURE | | | 0028 702-51015 66.500 CYS | 1243.70000 82706.05| 447.00000 29725.50| 400.00000 26600.00 CONCRETE, B, FOOTINGS | | | 0029 703-51032 17362.000 LBS | 0.96000 16667.52| 1.27000 22049.74| 1.25000 21702.50 REINFORCING STEEL, EPOXY COATED | | | 0030 714-26708 64.000 LFT | 598.94000 38332.16| 1150.00000 73600.00| 900.00000 57600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0031 715-05151 6.000 LFT | 76.49000 458.94| 29.40000 176.40| 125.00000 750.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0032 715-05169 6.000 LFT | 29.32000 175.92| 29.40000 176.40| 95.00000 570.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0033 715-05173 6.000 LFT | 45.29000 271.74| 54.40000 326.40| 130.00000 780.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0034 715-05203 96.000 LFT | 18.52000 1777.92| 9.00000 864.00| 1.50000 144.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0035 715-26772 1.000 EACH | 7156.00000 7156.00| 5000.00000 5000.00| 6500.00000 6500.00 GRATED BOX END SECTION, I, 6:1, 24 IN. | | | 0036 720-45065 1.000 EACH | 3099.82000 3099.82| 4200.00000 4200.00| 4350.00000 4350.00 INLET, N12 | | | 0037 720-98174 2.000 EACH | 2604.10000 5208.20| 3700.00000 7400.00| 2650.00000 5300.00 INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 201 -13 TABULATION OF BIDS ROUTE : 9 CALL ORDER : 201 CONTRACT ID : R -28831-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1609544 |( 11 ) 35-2070195 |( 12 ) 35-1128289 |SCHUTT-LOOKABILL CO |ALPHA EXCAVATING & LANDSCAPI |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 801-03290 4.000 EACH | 243.00000 972.00| 375.00000 1500.00| 250.00000 1000.00 CONSTRUCTION SIGN, C | | | 0039 801-04308 4.000 EACH | 216.00000 864.00| 350.00000 1400.00| 225.00000 900.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06625 22.000 EACH | 97.20000 2138.40| 49.00000 1078.00| 110.00000 2420.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 10.000 EACH | 216.00000 2160.00| 245.00000 2450.00| 225.00000 2250.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 5.000 EACH | 216.00000 1080.00| 30.00000 150.00| 45.00000 225.00 CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP | 18627.22000 18627.22| 5000.00000 5000.00| 17768.25000 17768.25 MAINTAINING TRAFFIC | | | 0044 801-07118 70.000 LFT | 16.20000 1134.00| 11.00000 770.00| 18.00000 1260.00 BARRICADE, III-A | | | 0045 808-06713 280.000 LFT | 1.84000 515.20| 2.50000 700.00| 2.00000 560.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 808-75245 280.000 LFT | 1.84000 515.20| 2.50000 700.00| 2.00000 560.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0047 808-75998 2.000 EACH | 108.00000 216.00| 150.00000 300.00| 115.00000 230.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 374,356.65| $ 383,039.49| $ 393,313.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 374,356.65| $ 383,039.49| $ 393,313.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 201 -14 TABULATION OF BIDS ROUTE : 9 CALL ORDER : 201 CONTRACT ID : R -28831-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 13 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 50000.00000 50000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 100000.00000 100000.00| | CLEARING RIGHT OF WAY | | | 0008 202-02240 296.000 SYS | 30.00000 8880.00| | PAVEMENT REMOVAL | | | 0009 203-02000 24.000 CYS | 100.00000 2400.00| | EXCAVATION, COMMON | | | 0010 203-02070 97.000 CYS | 40.00000 3880.00| | BORROW | | | 0011 205-06937 300.000 LFT | 20.00000 6000.00| | TEMPORARY SILT FENCE | | | 0012 207-08263 347.000 SYS | 20.00000 6940.00| | SUBGRADE TREATMENT, TYPE IA | | | 0013 211-09265 1008.000 CYS | 40.00000 40320.00| | STRUCTURE BACKFILL, TYPE 2 | | | 0014 406-05520 0.220 TON | 2500.00000 550.00| | ASPHALT FOR TACK COAT | | | 0015 601-95434 114.000 LFT | 100.00000 11400.00| | HANDRAIL, STEEL PIPE, 1.5 IN. | | | 0016 604-06070 32.000 SYS | 150.00000 4800.00| | SIDEWALK, CONCRETE | | | 0017 605-06140 140.000 LFT | 65.00000 9100.00| | CURB AND GUTTER, CONCRETE | | | 0018 610-07487 192.000 TON | 300.00000 57600.00| | HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 201 -15 TABULATION OF BIDS ROUTE : 9 CALL ORDER : 201 CONTRACT ID : R -28831-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 13 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 615-06505 2.000 EACH | 1000.00000 2000.00| | MONUMENT, B | | | 0020 616-02320 87.000 SYS | 5.00000 435.00| | GEOTEXTILES | | | 0021 616-05688 62.000 TON | 50.00000 3100.00| | RIPRAP, CLASS 1 | | | 0022 616-51367 108.000 SYS | 100.00000 10800.00| | SLOPEWALL, CONCRETE, 4 IN. | | | 0023 621-01004 1.000 EACH | 4000.00000 4000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-02363 461.000 SYS | 3.00000 1383.00| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0025 621-06560 97.000 SYS | 5.00000 485.00| | MULCHED SEEDING, U | | | 0026 628-09402 6.000 MOS | 2000.00000 12000.00| | FIELD OFFICE, B | | | 0027 702-51005 73.300 CYS | 900.00000 65970.00| | CONCRETE, A, SUBSTRUCTURE | | | 0028 702-51015 66.500 CYS | 800.00000 53200.00| | CONCRETE, B, FOOTINGS | | | 0029 703-51032 17362.000 LBS | 2.00000 34724.00| | REINFORCING STEEL, EPOXY COATED | | | 0030 714-26708 64.000 LFT | 1000.00000 64000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0031 715-05151 6.000 LFT | 160.00000 960.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0032 715-05169 6.000 LFT | 175.00000 1050.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0033 715-05173 6.000 LFT | 200.00000 1200.00| | PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0034 715-05203 96.000 LFT | 30.00000 2880.00| | PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0035 715-26772 1.000 EACH | 5000.00000 5000.00| | GRATED BOX END SECTION, I, 6:1, 24 IN. | | | 0036 720-45065 1.000 EACH | 3000.00000 3000.00| | INLET, N12 | | | 0037 720-98174 2.000 EACH | 3000.00000 6000.00| | INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 201 -16 TABULATION OF BIDS ROUTE : 9 CALL ORDER : 201 CONTRACT ID : R -28831-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 13 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 801-03290 4.000 EACH | 200.00000 800.00| | CONSTRUCTION SIGN, C | | | 0039 801-04308 4.000 EACH | 1200.00000 4800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06625 22.000 EACH | 100.00000 2200.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 10.000 EACH | 200.00000 2000.00| | CONSTRUCTION SIGN, A | | | 0042 801-06645 5.000 EACH | 200.00000 1000.00| | CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP | 25000.00000 25000.00| | MAINTAINING TRAFFIC | | | 0044 801-07118 70.000 LFT | 20.00000 1400.00| | BARRICADE, III-A | | | 0045 808-06713 280.000 LFT | 10.00000 2800.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 808-75245 280.000 LFT | 10.00000 2800.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0047 808-75998 2.000 EACH | 200.00000 400.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 667,261.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 667,261.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 221 -1 VENDOR RANKING CALL ORDER : 221 CONTRACT ID : R -29112-A COUNTIES : SPENCER LETTING DATE : 01/14/09 10:00 AM DISTRICT : 66 CONTRACT TIME : 09/15/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4174004 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 J H RUDOLPH & COMPANY $ 229,692.86 100.0000% 2 35-1875662 CRIDER & CRIDER INC $ 242,325.98 105.5000% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 248,317.27 108.1084% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 252,000.00 109.7117% 5 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 264,579.00 115.1882% 6 35-1878024 RAGLE INC $ 266,652.44 116.0909% 7 35-1582525 JERRY AIGNER CONSTRUCTION $ 287,785.37 125.2914% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 221 -2 TABULATION OF BIDS ROUTE : 162 CALL ORDER : 221 CONTRACT ID : R -29112-A COUNTIES : SPENCER LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1875662 |( 3 ) 35-1009310 |J H RUDOLPH & COMPANY |CRIDER & CRIDER INC |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 3473.33000 3473.33| 5500.00000 5500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 130.00000 260.00| 191.03000 382.06| 165.00000 330.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 16.000 MOS | 60.00000 960.00| 115.78000 1852.48| 220.00000 3520.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 17000.00000 17000.00| 11788.88000 11788.88| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 5500.00000 5500.00| 681.10000 681.10| 14360.00000 14360.00 CLEARING RIGHT OF WAY | | | 0011 203-02000 1172.000 CYS | 15.60000 18283.20| 21.75000 25491.00| 14.50000 16994.00 EXCAVATION, COMMON | | | 0012 203-02070 162.000 CYS | 5.46000 884.52| 17.03000 2758.86| 18.50000 2997.00 BORROW | | | 0013 205-03371 133.000 CYS | 1.25000 166.25| 9.87000 1312.71| 13.00000 1729.00 SEDIMENT, REMOVE | | | 0014 205-06932 27.000 LFT | 10.50000 283.50| 15.23000 411.21| 11.00000 297.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06933 3.000 EACH | 130.00000 390.00| 102.81000 308.43| 130.00000 390.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06934 1.000 TON | 500.00000 500.00| 564.85000 564.85| 545.00000 545.00 TEMPORARY MULCHING | | | 0017 205-06937 642.000 LFT | 2.00000 1284.00| 2.22000 1425.24| 2.00000 1284.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 221 -3 TABULATION OF BIDS ROUTE : 162 CALL ORDER : 221 CONTRACT ID : R -29112-A COUNTIES : SPENCER LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1875662 |( 3 ) 35-1009310 |J H RUDOLPH & COMPANY |CRIDER & CRIDER INC |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 207-08267 1782.000 SYS | 7.40000 13186.80| 9.67000 17231.94| 8.00000 14256.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0019 211-09264 17.000 CYS | 24.00000 408.00| 51.82000 880.94| 42.25000 718.25 STRUCTURE BACKFILL, TYPE 1 | | | 0020 303-01180 164.000 TON | 28.00000 4592.00| 27.12000 4447.68| 28.00000 4592.00 COMPACTED AGGREGATE, NO. 53 | | | 0021 303-02172 21.000 TON | 58.00000 1218.00| 44.71000 938.91| 35.00000 735.00 TEMPORARY AGGREGATE | | | 0022 306-08043 117.000 SYS | 11.00000 1287.00| 31.50000 3685.50| 13.50000 1579.50 MILLING, TRANSITION | | | 0023 402-07432 150.000 TON | 88.00000 13200.00| 96.10000 14415.00| 90.50000 13575.00 HMA SURFACE, TYPE A | | | 0024 402-07435 298.000 TON | 78.75000 23467.50| 76.41000 22770.18| 72.00000 21456.00 HMA INTERMEDIATE, TYPE A | | | 0025 402-07440 647.000 TON | 68.00000 43996.00| 71.20000 46066.40| 67.00000 43349.00 HMA BASE, TYPE A | | | 0026 402-07453 11.000 TON | 170.00000 1870.00| 179.46000 1974.06| 246.00000 2706.00 HMA FOR TEMPORARY PAVEMENT | | | 0027 406-05521 4653.000 SYS | 0.50000 2326.50| 0.12000 558.36| 0.12000 558.36 ASPHALT FOR TACK COAT | | | 0028 610-07487 60.000 TON | 147.00000 8820.00| 125.04000 7502.40| 117.75000 7065.00 HMA FOR APPROACHES, TYPE B | | | 0029 610-08446 45.000 SYS | 58.25000 2621.25| 48.43000 2179.35| 62.25000 2801.25 PCCP FOR APPROACHES, 6 IN. | | | 0030 611-06497 3.000 EACH | 135.00000 405.00| 156.30000 468.90| 148.00000 444.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 10.000 EACH | 116.00000 1160.00| 134.30000 1343.00| 127.00000 1270.00 RIGHT OF WAY MARKER | | | 0032 615-06505 3.000 EACH | 595.00000 1785.00| 688.88000 2066.64| 649.00000 1947.00 MONUMENT, B | | | 0033 615-06510 1.000 EACH | 495.00000 495.00| 573.10000 573.10| 540.00000 540.00 MONUMENT, C | | | 0034 616-02320 129.000 SYS | 4.25000 548.25| 3.74000 482.46| 5.00000 645.00 GEOTEXTILES | | | 0035 616-06451 57.000 TON | 27.00000 1539.00| 31.48000 1794.36| 40.00000 2280.00 RIPRAP, UNIFORM | | | 0036 621-01004 2.000 EACH | 550.00000 1100.00| 636.78000 1273.56| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 221 -4 TABULATION OF BIDS ROUTE : 162 CALL ORDER : 221 CONTRACT ID : R -29112-A COUNTIES : SPENCER LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1875662 |( 3 ) 35-1009310 |J H RUDOLPH & COMPANY |CRIDER & CRIDER INC |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 621-06559 3182.000 SYS | 0.45000 1431.90| 0.52000 1654.64| 0.50000 1591.00 MULCHED SEEDING, R | | | 0038 621-06574 249.000 SYS | 4.25000 1058.25| 4.92000 1225.08| 4.60000 1145.40 SODDING | | | 0039 621-06575 386.000 SYS | 4.25000 1640.50| 4.92000 1899.12| 4.60000 1775.60 SODDING, NURSERY | | | 0040 628-09401 8.000 MOS | 1735.00000 13880.00| 2063.74000 16509.92| 1745.00000 13960.00 FIELD OFFICE, A | | | 0041 715-04611 1.000 EACH | 560.00000 560.00| 196.84000 196.84| 415.00000 415.00 SAFETY METAL END SECTION, 4:1, 12 IN. | | | 0042 715-05149 264.000 LFT | 26.00000 6864.00| 21.62000 5707.68| 32.50000 8580.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0043 715-09064 264.000 LFT | 5.00000 1320.00| 5.79000 1528.56| 3.85000 1016.40 VIDEO INSPECTION FOR PIPE | | | 0044 720-45075 3.000 EACH | 2000.00000 6000.00| 1632.58000 4897.74| 2890.00000 8670.00 INLET, R13 | | | 0045 801-03290 9.000 EACH | 215.00000 1935.00| 225.77000 2031.93| 215.00000 1935.00 CONSTRUCTION SIGN, C | | | 0046 801-06203 3075.000 LFT | 0.28000 861.00| 0.32000 984.00| 0.30000 922.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0047 801-06207 1417.000 LFT | 1.00000 1417.00| 1.16000 1643.72| 1.10000 1558.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0048 801-06640 13.000 EACH | 126.50000 1644.50| 133.14000 1730.82| 125.00000 1625.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 4.000 EACH | 66.00000 264.00| 69.47000 277.88| 65.00000 260.00 CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP | 12400.00000 12400.00| 15297.52000 15297.52| 17820.00000 17820.00 MAINTAINING TRAFFIC | | | 0051 802-05701 97.500 LFT | 10.76000 1049.10| 12.46000 1214.85| 11.75000 1145.63 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0052 802-76025 59.300 SFT | 19.00000 1126.70| 22.00000 1304.60| 20.75000 1230.48 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0053 808-06703 870.000 LFT | 0.42000 365.40| 0.49000 426.30| 0.50000 435.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0054 808-06713 1137.000 LFT | 0.28000 318.36| 0.32000 363.84| 0.30000 341.10 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 221 -5 TABULATION OF BIDS ROUTE : 162 CALL ORDER : 221 CONTRACT ID : R -29112-A COUNTIES : SPENCER LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1875662 |( 3 ) 35-1009310 |J H RUDOLPH & COMPANY |CRIDER & CRIDER INC |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 808-06714 1002.000 LFT | 0.28000 280.56| 0.32000 320.64| 0.30000 300.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0056 808-06716 2000.000 LFT | 0.60000 1200.00| 0.69000 1380.00| 0.65000 1300.00 LINE, REMOVE | | | 0057 808-75245 866.000 LFT | 0.42000 363.72| 0.49000 424.34| 0.50000 433.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0058 808-75297 29.000 LFT | 5.90000 171.10| 6.83000 198.07| 6.50000 188.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 229,692.86| $ 242,325.98| $ 248,317.27 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 229,692.86| $ 242,325.98| $ 248,317.27 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 221 -6 TABULATION OF BIDS ROUTE : 162 CALL ORDER : 221 CONTRACT ID : R -29112-A COUNTIES : SPENCER LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1487672 |( 6 ) 35-1878024 |GOHMANN ASPHALT & CONSTR INC |MAC CONSTRUCTION & EXCAVATIN |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 5500.00000 5500.00| 7500.00000 7500.00| 8500.00000 8500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 250.00000 500.00| 200.00000 400.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 16.000 MOS | 60.00000 960.00| 100.00000 1600.00| 80.00000 1280.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 12350.00000 12350.00| 13000.00000 13000.00| 13450.00000 13450.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 7400.00000 7400.00| 12599.65000 12599.65| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0011 203-02000 1172.000 CYS | 16.55000 19396.60| 17.00000 19924.00| 18.00000 21096.00 EXCAVATION, COMMON | | | 0012 203-02070 162.000 CYS | 12.00000 1944.00| 1.00000 162.00| 10.00000 1620.00 BORROW | | | 0013 205-03371 133.000 CYS | 24.00000 3192.00| 13.00000 1729.00| 5.00000 665.00 SEDIMENT, REMOVE | | | 0014 205-06932 27.000 LFT | 10.00000 270.00| 13.41000 362.07| 10.00000 270.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06933 3.000 EACH | 120.00000 360.00| 98.00000 294.00| 50.00000 150.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06934 1.000 TON | 500.00000 500.00| 980.00000 980.00| 500.00000 500.00 TEMPORARY MULCHING | | | 0017 205-06937 642.000 LFT | 1.80000 1155.60| 2.45000 1572.90| 1.65000 1059.30 TEMPORARY SILT FENCE | | | 0018 207-08267 1782.000 SYS | 11.25000 20047.50| 15.00000 26730.00| 9.75000 17374.50 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 221 -7 TABULATION OF BIDS ROUTE : 162 CALL ORDER : 221 CONTRACT ID : R -29112-A COUNTIES : SPENCER LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1487672 |( 6 ) 35-1878024 |GOHMANN ASPHALT & CONSTR INC |MAC CONSTRUCTION & EXCAVATIN |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 211-09264 17.000 CYS | 66.00000 1122.00| 42.00000 714.00| 23.00000 391.00 STRUCTURE BACKFILL, TYPE 1 | | | 0020 303-01180 164.000 TON | 40.00000 6560.00| 46.00000 7544.00| 25.00000 4100.00 COMPACTED AGGREGATE, NO. 53 | | | 0021 303-02172 21.000 TON | 57.00000 1197.00| 88.00000 1848.00| 50.00000 1050.00 TEMPORARY AGGREGATE | | | 0022 306-08043 117.000 SYS | 35.00000 4095.00| 21.25000 2486.25| 13.50000 1579.50 MILLING, TRANSITION | | | 0023 402-07432 150.000 TON | 84.00000 12600.00| 85.00000 12750.00| 83.00000 12450.00 HMA SURFACE, TYPE A | | | 0024 402-07435 298.000 TON | 69.00000 20562.00| 78.75000 23467.50| 66.00000 19668.00 HMA INTERMEDIATE, TYPE A | | | 0025 402-07440 647.000 TON | 63.00000 40761.00| 68.00000 43996.00| 61.50000 39790.50 HMA BASE, TYPE A | | | 0026 402-07453 11.000 TON | 142.00000 1562.00| 165.00000 1815.00| 150.00000 1650.00 HMA FOR TEMPORARY PAVEMENT | | | 0027 406-05521 4653.000 SYS | 0.10000 465.30| 0.50000 2326.50| 0.10000 465.30 ASPHALT FOR TACK COAT | | | 0028 610-07487 60.000 TON | 110.00000 6600.00| 135.00000 8100.00| 108.00000 6480.00 HMA FOR APPROACHES, TYPE B | | | 0029 610-08446 45.000 SYS | 120.00000 5400.00| 100.00000 4500.00| 50.00000 2250.00 PCCP FOR APPROACHES, 6 IN. | | | 0030 611-06497 3.000 EACH | 135.00000 405.00| 135.00000 405.00| 135.00000 405.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 10.000 EACH | 116.00000 1160.00| 116.00000 1160.00| 116.00000 1160.00 RIGHT OF WAY MARKER | | | 0032 615-06505 3.000 EACH | 595.00000 1785.00| 595.00000 1785.00| 595.00000 1785.00 MONUMENT, B | | | 0033 615-06510 1.000 EACH | 495.00000 495.00| 495.00000 495.00| 495.00000 495.00 MONUMENT, C | | | 0034 616-02320 129.000 SYS | 2.45000 316.05| 3.00000 387.00| 2.00000 258.00 GEOTEXTILES | | | 0035 616-06451 57.000 TON | 88.00000 5016.00| 35.00000 1995.00| 25.00000 1425.00 RIPRAP, UNIFORM | | | 0036 621-01004 2.000 EACH | 550.00000 1100.00| 715.00000 1430.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06559 3182.000 SYS | 0.45000 1431.90| 0.87000 2768.34| 0.45000 1431.90 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 221 -8 TABULATION OF BIDS ROUTE : 162 CALL ORDER : 221 CONTRACT ID : R -29112-A COUNTIES : SPENCER LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1487672 |( 6 ) 35-1878024 |GOHMANN ASPHALT & CONSTR INC |MAC CONSTRUCTION & EXCAVATIN |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-06574 249.000 SYS | 4.25000 1058.25| 4.31000 1073.19| 6.50000 1618.50 SODDING | | | 0039 621-06575 386.000 SYS | 4.25000 1640.50| 4.31000 1663.66| 6.50000 2509.00 SODDING, NURSERY | | | 0040 628-09401 8.000 MOS | 1700.00000 13600.00| 1250.00000 10000.00| 1500.00000 12000.00 FIELD OFFICE, A | | | 0041 715-04611 1.000 EACH | 800.00000 800.00| 750.00000 750.00| 650.00000 650.00 SAFETY METAL END SECTION, 4:1, 12 IN. | | | 0042 715-05149 264.000 LFT | 48.00000 12672.00| 32.00000 8448.00| 22.00000 5808.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0043 715-09064 264.000 LFT | 5.00000 1320.00| 5.00000 1320.00| 5.00000 1320.00 VIDEO INSPECTION FOR PIPE | | | 0044 720-45075 3.000 EACH | 2000.00000 6000.00| 1950.00000 5850.00| 2500.00000 7500.00 INLET, R13 | | | 0045 801-03290 9.000 EACH | 195.00000 1755.00| 195.00000 1755.00| 195.00000 1755.00 CONSTRUCTION SIGN, C | | | 0046 801-06203 3075.000 LFT | 0.65000 1998.75| 0.28000 861.00| 0.28000 861.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0047 801-06207 1417.000 LFT | 1.20000 1700.40| 1.00000 1417.00| 1.00000 1417.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0048 801-06640 13.000 EACH | 115.00000 1495.00| 115.00000 1495.00| 115.00000 1495.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 4.000 EACH | 60.00000 240.00| 60.00000 240.00| 60.00000 240.00 CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP | 16631.21000 16631.21| 18000.00000 18000.00| 48500.00000 48500.00 MAINTAINING TRAFFIC | | | 0051 802-05701 97.500 LFT | 10.76000 1049.10| 10.76000 1049.10| 10.76000 1049.10 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0052 802-76025 59.300 SFT | 19.00000 1126.70| 19.00000 1126.70| 19.00000 1126.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0053 808-06703 870.000 LFT | 0.42000 365.40| 0.42000 365.40| 0.42000 365.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0054 808-06713 1137.000 LFT | 0.28000 318.36| 0.28000 318.36| 0.28000 318.36 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0055 808-06714 1002.000 LFT | 0.28000 280.56| 0.28000 280.56| 0.28000 280.56 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 221 -9 TABULATION OF BIDS ROUTE : 162 CALL ORDER : 221 CONTRACT ID : R -29112-A COUNTIES : SPENCER LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1487672 |( 6 ) 35-1878024 |GOHMANN ASPHALT & CONSTR INC |MAC CONSTRUCTION & EXCAVATIN |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 808-06716 2000.000 LFT | 0.60000 1200.00| 0.60000 1200.00| 0.60000 1200.00 LINE, REMOVE | | | 0057 808-75245 866.000 LFT | 0.42000 363.72| 0.42000 363.72| 0.42000 363.72 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0058 808-75297 29.000 LFT | 5.90000 171.10| 5.90000 171.10| 5.90000 171.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 252,000.00| $ 264,579.00| $ 266,652.44 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 252,000.00| $ 264,579.00| $ 266,652.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 221 -10 TABULATION OF BIDS ROUTE : 162 CALL ORDER : 221 CONTRACT ID : R -29112-A COUNTIES : SPENCER LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1582525 |( ) |( ) | JERRY AIGNER CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 8580.00000 8580.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 120.00000 240.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 16.000 MOS | 120.00000 1920.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 8500.00000 8500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 1800.00000 1800.00| | CLEARING RIGHT OF WAY | | | 0011 203-02000 1172.000 CYS | 16.00000 18752.00| | EXCAVATION, COMMON | | | 0012 203-02070 162.000 CYS | 30.00000 4860.00| | BORROW | | | 0013 205-03371 133.000 CYS | 20.00000 2660.00| | SEDIMENT, REMOVE | | | 0014 205-06932 27.000 LFT | 12.00000 324.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06933 3.000 EACH | 175.00000 525.00| | TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06934 1.000 TON | 500.00000 500.00| | TEMPORARY MULCHING | | | 0017 205-06937 642.000 LFT | 2.75000 1765.50| | TEMPORARY SILT FENCE | | | 0018 207-08267 1782.000 SYS | 18.00000 32076.00| | SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 221 -11 TABULATION OF BIDS ROUTE : 162 CALL ORDER : 221 CONTRACT ID : R -29112-A COUNTIES : SPENCER LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1582525 |( ) |( ) | JERRY AIGNER CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 211-09264 17.000 CYS | 55.00000 935.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0020 303-01180 164.000 TON | 50.00000 8200.00| | COMPACTED AGGREGATE, NO. 53 | | | 0021 303-02172 21.000 TON | 50.00000 1050.00| | TEMPORARY AGGREGATE | | | 0022 306-08043 117.000 SYS | 50.00000 5850.00| | MILLING, TRANSITION | | | 0023 402-07432 150.000 TON | 100.00000 15000.00| | HMA SURFACE, TYPE A | | | 0024 402-07435 298.000 TON | 80.00000 23840.00| | HMA INTERMEDIATE, TYPE A | | | 0025 402-07440 647.000 TON | 77.00000 49819.00| | HMA BASE, TYPE A | | | 0026 402-07453 11.000 TON | 200.00000 2200.00| | HMA FOR TEMPORARY PAVEMENT | | | 0027 406-05521 4653.000 SYS | 0.20000 930.60| | ASPHALT FOR TACK COAT | | | 0028 610-07487 60.000 TON | 135.00000 8100.00| | HMA FOR APPROACHES, TYPE B | | | 0029 610-08446 45.000 SYS | 80.00000 3600.00| | PCCP FOR APPROACHES, 6 IN. | | | 0030 611-06497 3.000 EACH | 270.00000 810.00| | MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 10.000 EACH | 232.00000 2320.00| | RIGHT OF WAY MARKER | | | 0032 615-06505 3.000 EACH | 800.00000 2400.00| | MONUMENT, B | | | 0033 615-06510 1.000 EACH | 700.00000 700.00| | MONUMENT, C | | | 0034 616-02320 129.000 SYS | 2.50000 322.50| | GEOTEXTILES | | | 0035 616-06451 57.000 TON | 70.00000 3990.00| | RIPRAP, UNIFORM | | | 0036 621-01004 2.000 EACH | 1000.00000 2000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06559 3182.000 SYS | 1.25000 3977.50| | MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 221 -12 TABULATION OF BIDS ROUTE : 162 CALL ORDER : 221 CONTRACT ID : R -29112-A COUNTIES : SPENCER LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1582525 |( ) |( ) | JERRY AIGNER CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-06574 249.000 SYS | 4.00000 996.00| | SODDING | | | 0039 621-06575 386.000 SYS | 6.00000 2316.00| | SODDING, NURSERY | | | 0040 628-09401 8.000 MOS | 2000.00000 16000.00| | FIELD OFFICE, A | | | 0041 715-04611 1.000 EACH | 602.00000 602.00| | SAFETY METAL END SECTION, 4:1, 12 IN. | | | 0042 715-05149 264.000 LFT | 20.00000 5280.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0043 715-09064 264.000 LFT | 7.50000 1980.00| | VIDEO INSPECTION FOR PIPE | | | 0044 720-45075 3.000 EACH | 2400.00000 7200.00| | INLET, R13 | | | 0045 801-03290 9.000 EACH | 260.00000 2340.00| | CONSTRUCTION SIGN, C | | | 0046 801-06203 3075.000 LFT | 0.50000 1537.50| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0047 801-06207 1417.000 LFT | 2.50000 3542.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0048 801-06640 13.000 EACH | 230.00000 2990.00| | CONSTRUCTION SIGN, A | | | 0049 801-06645 4.000 EACH | 120.00000 480.00| | CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP | 16000.00000 16000.00| | MAINTAINING TRAFFIC | | | 0051 802-05701 97.500 LFT | 16.50000 1608.75| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0052 802-76025 59.300 SFT | 30.00000 1779.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0053 808-06703 870.000 LFT | 0.63000 548.10| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0054 808-06713 1137.000 LFT | 0.56000 636.72| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0055 808-06714 1002.000 LFT | 0.56000 561.12| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 221 -13 TABULATION OF BIDS ROUTE : 162 CALL ORDER : 221 CONTRACT ID : R -29112-A COUNTIES : SPENCER LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1582525 |( ) |( ) | JERRY AIGNER CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 808-06716 2000.000 LFT | 1.00000 2000.00| | LINE, REMOVE | | | 0057 808-75245 866.000 LFT | 0.63000 545.58| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0058 808-75297 29.000 LFT | 10.00000 290.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 287,785.37| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 287,785.37| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 251 -1 VENDOR RANKING CALL ORDER : 251 CONTRACT ID : R -29970-A COUNTIES : DUBOIS LETTING DATE : 01/14/09 10:00 AM DISTRICT : 66 CONTRACT TIME : 09/30/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0758010 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 11-3838875 CALCAR PAVING INC $ 124,931.38 100.0000% 2 35-0626844 J H RUDOLPH & COMPANY $ 146,879.03 117.5678% 3 35-1357381 O`MARA DAVE CONTRACTOR $ 148,426.00 118.8060% 4 35-1878024 RAGLE INC $ 172,069.08 137.7309% 5 35-1693410 HUGHES PAVING COMPANY INC $ 182,064.21 145.7314% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 182,600.00 146.1602% 7 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 187,945.60 150.4391% 8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 221,545.83 177.3340% 9 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 231,761.51 185.5110% 10 35-1585012 CRAFTSMAN CONSTRUCTION INC $ 254,516.04 203.7247% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 251 -2 TABULATION OF BIDS ROUTE : US 231 CALL ORDER : 251 CONTRACT ID : R -29970-A COUNTIES : DUBOIS LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 11-3838875 |( 2 ) 35-0626844 |( 3 ) 35-1357381 |CALCAR PAVING INC |J H RUDOLPH & COMPANY |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT WITH ADDED TURN LANES | | | 0001 105-06845 LUMP | 4100.00000 4100.00| 3000.00000 3000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 125.00000 250.00| 150.00000 300.00| 216.00000 432.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 20.000 MOS | 130.00000 2600.00| 60.00000 1200.00| 62.00000 1240.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 3900.00000 3900.00| 14000.00000 14000.00| 7440.00000 7440.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02241 275.000 LFT | 3.86000 1061.50| 5.00000 1375.00| 4.00000 1100.00 GUARDRAIL, REMOVE | | | 0013 205-06931 300.000 TON | 23.75000 7125.00| 15.00000 4500.00| 27.00000 8100.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06937 750.000 LFT | 1.55000 1162.50| 2.25000 1687.50| 1.75000 1312.50 TEMPORARY SILT FENCE | | | 0016 211-09264 2.640 CYS | 47.00000 124.08| 82.00000 216.48| 60.00000 158.40 STRUCTURE BACKFILL, TYPE 1 | | | 0017 303-01180 10.100 TON | 48.50000 489.85| 82.00000 828.20| 40.00000 404.00 COMPACTED AGGREGATE, NO. 53 | | | 0021 601-01848 1.000 EACH | 1850.00000 1850.00| 1800.00000 1800.00| 1795.00000 1795.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0022 601-02206 131.000 LFT | 39.25000 5141.75| 38.10000 4991.10| 38.10000 4991.10 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 251 -3 TABULATION OF BIDS ROUTE : US 231 CALL ORDER : 251 CONTRACT ID : R -29970-A COUNTIES : DUBOIS LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 11-3838875 |( 2 ) 35-0626844 |( 3 ) 35-1357381 |CALCAR PAVING INC |J H RUDOLPH & COMPANY |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0023 601-06854 1.000 EACH | 2980.00000 2980.00| 2900.00000 2900.00| 2895.00000 2895.00 GUARDRAIL, W-BEAM, NESTED | | | 0025 601-94689 1.000 EACH | 2675.00000 2675.00| 2600.00000 2600.00| 2870.00000 2870.00 GUARDRAIL END TREATMENT, OS | | | 0027 616-02320 850.000 SYS | 1.60000 1360.00| 2.00000 1700.00| 1.75000 1487.50 GEOTEXTILES | | | 0028 616-06405 54.600 TON | 22.75000 1242.15| 26.00000 1419.60| 31.00000 1692.60 RIPRAP, REVETMENT | | | 0030 628-09401 10.000 MOS | 1450.00000 14500.00| 1800.00000 18000.00| 1500.00000 15000.00 FIELD OFFICE, A | | | 0031 714-44240 1.110 CYS | 3154.73000 3501.75| 2200.00000 2442.00| 2150.00000 2386.50 CONCRETE, A, STRUCTURES | | | 0032 801-03290 4.000 EACH | 200.00000 800.00| 215.00000 860.00| 195.00000 780.00 CONSTRUCTION SIGN, C | | | 0033 801-06640 4.000 EACH | 120.00000 480.00| 126.00000 504.00| 115.00000 460.00 CONSTRUCTION SIGN, A | | | 0034 801-06645 5.000 EACH | 62.00000 310.00| 66.00000 330.00| 60.00000 300.00 CONSTRUCTION SIGN, B | | | 0035 801-06775 LUMP | 5400.00000 5400.00| 5100.00000 5100.00| 5875.00000 5875.00 MAINTAINING TRAFFIC | | | 0036 802-07060 1.000 EACH | 170.00000 170.00| 165.00000 165.00| 200.00000 200.00 SIGN, SHEET, RELOCATE | | | 0037 808-06703 1000.000 LFT | 0.43000 430.00| 0.42000 420.00| 0.42000 420.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0038 808-06716 750.000 LFT | 1.05000 787.50| 1.00000 750.00| 1.00000 750.00 LINE, REMOVE | | | 0039 808-75245 1800.000 LFT | 0.43000 774.00| 0.42000 756.00| 0.42000 756.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0040 201-52370 LUMP | 1600.00000 1600.00| 2200.00000 2200.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0041 207-08263 770.000 SYS | 12.90000 9933.00| 8.00000 6160.00| 16.00000 12320.00 SUBGRADE TREATMENT, TYPE IA | | | 0042 402-07434 52.400 TON | 94.10000 4930.84| 145.00000 7598.00| 124.00000 6497.60 HMA SURFACE, TYPE C | | | 0043 402-07439 87.200 TON | 71.55000 6239.16| 95.00000 8284.00| 77.00000 6714.40 HMA INTERMEDIATE, TYPE C | | | 0044 402-07442 330.000 TON | 58.95000 19453.50| 91.75000 30277.50| 65.00000 21450.00 HMA BASE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 251 -4 TABULATION OF BIDS ROUTE : US 231 CALL ORDER : 251 CONTRACT ID : R -29970-A COUNTIES : DUBOIS LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 11-3838875 |( 2 ) 35-0626844 |( 3 ) 35-1357381 |CALCAR PAVING INC |J H RUDOLPH & COMPANY |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0045 406-05521 1896.000 SYS | 0.30000 568.80| 0.50000 948.00| 0.15000 284.40 ASPHALT FOR TACK COAT | | | 0046 621-06559 1100.000 SYS | 1.35000 1485.00| 1.30000 1430.00| 1.40000 1540.00 MULCHED SEEDING, R | | | 0047 214-07202 8.000 SYS | 12.00000 96.00| 5.50000 44.00| 11.00000 88.00 GEOGRID, I | | | 0048 621-01004 1.000 EACH | 670.00000 670.00| 650.00000 650.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 203-02070 169.000 CYS | 24.00000 4056.00| 11.35000 1918.15| 37.00000 6253.00 BORROW | | | 0050 203-02000 214.000 CYS | 33.50000 7169.00| 19.25000 4119.50| 52.00000 11128.00 EXCAVATION, COMMON | | | 0051 714-09562 9.500 LFT | 580.00000 5510.00| 1200.00000 11400.00| 700.00000 6650.00 CONCRETE CULVERT EXTENSION, PRECAST | | | REINFORCED CONCRETE BOX SECTION, 5 FT. | | | X 4 FT. | | | SECTION TOTALS | $ 124,931.38| $ 146,879.03| $ 148,426.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 124,931.38| $ 146,879.03| $ 148,426.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 251 -5 TABULATION OF BIDS ROUTE : US 231 CALL ORDER : 251 CONTRACT ID : R -29970-A COUNTIES : DUBOIS LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 35-1693410 |( 6 ) 35-2040801 |RAGLE INC |HUGHES PAVING COMPANY INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT WITH ADDED TURN LANES | | | 0001 105-06845 LUMP | 3000.00000 3000.00| 7500.00000 7500.00| 4750.00000 4750.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 400.00000 800.00| 200.00000 400.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 20.000 MOS | 80.00000 1600.00| 100.00000 2000.00| 50.00000 1000.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 8500.00000 8500.00| 9000.00000 9000.00| 9023.36000 9023.36 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02241 275.000 LFT | 3.75000 1031.25| 10.00000 2750.00| 3.75000 1031.25 GUARDRAIL, REMOVE | | | 0013 205-06931 300.000 TON | 5.00000 1500.00| 38.50000 11550.00| 10.00000 3000.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06937 750.000 LFT | 1.65000 1237.50| 2.00000 1500.00| 5.00000 3750.00 TEMPORARY SILT FENCE | | | 0016 211-09264 2.640 CYS | 43.75000 115.50| 100.00000 264.00| 120.00000 316.80 STRUCTURE BACKFILL, TYPE 1 | | | 0017 303-01180 10.100 TON | 60.00000 606.00| 50.00000 505.00| 110.00000 1111.00 COMPACTED AGGREGATE, NO. 53 | | | 0021 601-01848 1.000 EACH | 1795.00000 1795.00| 3000.00000 3000.00| 1795.00000 1795.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0022 601-02206 131.000 LFT | 38.09000 4989.79| 39.00000 5109.00| 38.09000 4989.79 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | 0023 601-06854 1.000 EACH | 2895.00000 2895.00| 3000.00000 3000.00| 2895.00000 2895.00 GUARDRAIL, W-BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 251 -6 TABULATION OF BIDS ROUTE : US 231 CALL ORDER : 251 CONTRACT ID : R -29970-A COUNTIES : DUBOIS LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 35-1693410 |( 6 ) 35-2040801 |RAGLE INC |HUGHES PAVING COMPANY INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0025 601-94689 1.000 EACH | 2595.00000 2595.00| 3800.00000 3800.00| 2595.00000 2595.00 GUARDRAIL END TREATMENT, OS | | | 0027 616-02320 850.000 SYS | 1.20000 1020.00| 4.25000 3612.50| 2.00000 1700.00 GEOTEXTILES | | | 0028 616-06405 54.600 TON | 30.00000 1638.00| 38.50000 2102.10| 80.00000 4368.00 RIPRAP, REVETMENT | | | 0030 628-09401 10.000 MOS | 1200.00000 12000.00| 2000.00000 20000.00| 2200.00000 22000.00 FIELD OFFICE, A | | | 0031 714-44240 1.110 CYS | 2090.00000 2319.90| 2275.00000 2525.25| 6000.00000 6660.00 CONCRETE, A, STRUCTURES | | | 0032 801-03290 4.000 EACH | 195.00000 780.00| 225.00000 900.00| 250.00000 1000.00 CONSTRUCTION SIGN, C | | | 0033 801-06640 4.000 EACH | 115.00000 460.00| 150.00000 600.00| 200.00000 800.00 CONSTRUCTION SIGN, A | | | 0034 801-06645 5.000 EACH | 60.00000 300.00| 100.00000 500.00| 60.00000 300.00 CONSTRUCTION SIGN, B | | | 0035 801-06775 LUMP | 22000.00000 22000.00| 3500.00000 3500.00| 18000.00000 18000.00 MAINTAINING TRAFFIC | | | 0036 802-07060 1.000 EACH | 165.00000 165.00| 185.00000 185.00| 165.00000 165.00 SIGN, SHEET, RELOCATE | | | 0037 808-06703 1000.000 LFT | 0.42000 420.00| 1.50000 1500.00| 0.42000 420.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0038 808-06716 750.000 LFT | 1.00000 750.00| 1.75000 1312.50| 1.00000 750.00 LINE, REMOVE | | | 0039 808-75245 1800.000 LFT | 0.42000 756.00| 1.50000 2700.00| 0.42000 756.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0040 201-52370 LUMP | 25000.00000 25000.00| 2500.00000 2500.00| 7800.00000 7800.00 CLEARING RIGHT OF WAY | | | 0041 207-08263 770.000 SYS | 18.50000 14245.00| 20.00000 15400.00| 20.00000 15400.00 SUBGRADE TREATMENT, TYPE IA | | | 0042 402-07434 52.400 TON | 128.00000 6707.20| 192.00000 10060.80| 102.00000 5344.80 HMA SURFACE, TYPE C | | | 0043 402-07439 87.200 TON | 101.00000 8807.20| 143.00000 12469.60| 100.00000 8720.00 HMA INTERMEDIATE, TYPE C | | | 0044 402-07442 330.000 TON | 87.00000 28710.00| 91.00000 30030.00| 100.00000 33000.00 HMA BASE, TYPE C | | | 0045 406-05521 1896.000 SYS | 0.10000 189.60| 2.00000 3792.00| 0.25000 474.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 251 -7 TABULATION OF BIDS ROUTE : US 231 CALL ORDER : 251 CONTRACT ID : R -29970-A COUNTIES : DUBOIS LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1878024 |( 5 ) 35-1693410 |( 6 ) 35-2040801 |RAGLE INC |HUGHES PAVING COMPANY INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0046 621-06559 1100.000 SYS | 0.99000 1089.00| 2.00000 2200.00| 1.30000 1430.00 MULCHED SEEDING, R | | | 0047 214-07202 8.000 SYS | 12.08000 96.64| 5.12000 40.96| 15.00000 120.00 GEOGRID, I | | | 0048 621-01004 1.000 EACH | 200.00000 200.00| 500.00000 500.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 203-02070 169.000 CYS | 7.00000 1183.00| 30.00000 5070.00| 15.00000 2535.00 BORROW | | | 0050 203-02000 214.000 CYS | 20.00000 4280.00| 20.00000 4280.00| 30.00000 6420.00 EXCAVATION, COMMON | | | 0051 714-09562 9.500 LFT | 935.00000 8882.50| 579.00000 5500.50| 750.00000 7125.00 CONCRETE CULVERT EXTENSION, PRECAST | | | REINFORCED CONCRETE BOX SECTION, 5 FT. | | | X 4 FT. | | | SECTION TOTALS | $ 172,069.08| $ 182,064.21| $ 182,600.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 172,069.08| $ 182,064.21| $ 182,600.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 251 -8 TABULATION OF BIDS ROUTE : US 231 CALL ORDER : 251 CONTRACT ID : R -29970-A COUNTIES : DUBOIS LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 35-1009310 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT WITH ADDED TURN LANES | | | 0001 105-06845 LUMP | 6500.00000 6500.00| 5000.00000 5000.00| 7400.00000 7400.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 200.00000 400.00| 350.00000 700.00| 170.00000 340.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 20.000 MOS | 100.00000 2000.00| 75.00000 1500.00| 230.00000 4600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 9000.00000 9000.00| 11077.29000 11077.29| 11000.00000 11000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02241 275.000 LFT | 3.75000 1031.25| 3.75000 1031.25| 4.30000 1182.50 GUARDRAIL, REMOVE | | | 0013 205-06931 300.000 TON | 32.00000 9600.00| 35.00000 10500.00| 39.50000 11850.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06937 750.000 LFT | 2.25000 1687.50| 2.25000 1687.50| 2.00000 1500.00 TEMPORARY SILT FENCE | | | 0016 211-09264 2.640 CYS | 140.00000 369.60| 75.00000 198.00| 162.00000 427.68 STRUCTURE BACKFILL, TYPE 1 | | | 0017 303-01180 10.100 TON | 92.00000 929.20| 40.00000 404.00| 56.40000 569.64 COMPACTED AGGREGATE, NO. 53 | | | 0021 601-01848 1.000 EACH | 1795.00000 1795.00| 1795.00000 1795.00| 2050.00000 2050.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0022 601-02206 131.000 LFT | 38.09000 4989.79| 38.09000 4989.79| 43.50000 5698.50 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | 0023 601-06854 1.000 EACH | 2985.00000 2985.00| 2895.00000 2895.00| 3300.00000 3300.00 GUARDRAIL, W-BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 251 -9 TABULATION OF BIDS ROUTE : US 231 CALL ORDER : 251 CONTRACT ID : R -29970-A COUNTIES : DUBOIS LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 35-1009310 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0025 601-94689 1.000 EACH | 2595.00000 2595.00| 2595.00000 2595.00| 2960.00000 2960.00 GUARDRAIL END TREATMENT, OS | | | 0027 616-02320 850.000 SYS | 4.00000 3400.00| 3.00000 2550.00| 2.50000 2125.00 GEOTEXTILES | | | 0028 616-06405 54.600 TON | 46.00000 2511.60| 35.00000 1911.00| 39.50000 2156.70 RIPRAP, REVETMENT | | | 0030 628-09401 10.000 MOS | 1250.00000 12500.00| 2500.00000 25000.00| 2280.00000 22800.00 FIELD OFFICE, A | | | 0031 714-44240 1.110 CYS | 4800.00000 5328.00| 4000.00000 4440.00| 2585.00000 2869.35 CONCRETE, A, STRUCTURES | | | 0032 801-03290 4.000 EACH | 195.00000 780.00| 195.00000 780.00| 225.00000 900.00 CONSTRUCTION SIGN, C | | | 0033 801-06640 4.000 EACH | 115.00000 460.00| 115.00000 460.00| 130.00000 520.00 CONSTRUCTION SIGN, A | | | 0034 801-06645 5.000 EACH | 60.00000 300.00| 60.00000 300.00| 69.00000 345.00 CONSTRUCTION SIGN, B | | | 0035 801-06775 LUMP | 24500.00000 24500.00| 3500.00000 3500.00| 25325.00000 25325.00 MAINTAINING TRAFFIC | | | 0036 802-07060 1.000 EACH | 165.00000 165.00| 165.00000 165.00| 190.00000 190.00 SIGN, SHEET, RELOCATE | | | 0037 808-06703 1000.000 LFT | 0.42000 420.00| 0.42000 420.00| 0.50000 500.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0038 808-06716 750.000 LFT | 1.00000 750.00| 1.00000 750.00| 1.15000 862.50 LINE, REMOVE | | | 0039 808-75245 1800.000 LFT | 0.42000 756.00| 0.42000 756.00| 0.50000 900.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0040 201-52370 LUMP | 7500.00000 7500.00| 10000.00000 10000.00| 25300.00000 25300.00 CLEARING RIGHT OF WAY | | | 0041 207-08263 770.000 SYS | 17.00000 13090.00| 25.00000 19250.00| 22.50000 17325.00 SUBGRADE TREATMENT, TYPE IA | | | 0042 402-07434 52.400 TON | 145.00000 7598.00| 128.00000 6707.20| 146.00000 7650.40 HMA SURFACE, TYPE C | | | 0043 402-07439 87.200 TON | 95.00000 8284.00| 101.00000 8807.20| 115.10000 10036.72 HMA INTERMEDIATE, TYPE C | | | 0044 402-07442 330.000 TON | 91.75000 30277.50| 87.00000 28710.00| 99.25000 32752.50 HMA BASE, TYPE C | | | 0045 406-05521 1896.000 SYS | 1.00000 1896.00| 0.10000 189.60| 0.12000 227.52 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 251 -10 TABULATION OF BIDS ROUTE : US 231 CALL ORDER : 251 CONTRACT ID : R -29970-A COUNTIES : DUBOIS LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1487672 |( 8 ) 35-1618530 |( 9 ) 35-1009310 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0046 621-06559 1100.000 SYS | 2.37000 2607.00| 2.37000 2607.00| 1.50000 1650.00 MULCHED SEEDING, R | | | 0047 214-07202 8.000 SYS | 29.27000 234.16| 20.00000 160.00| 115.00000 920.00 GEOGRID, I | | | 0048 621-01004 1.000 EACH | 715.00000 715.00| 715.00000 715.00| 740.00000 740.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 203-02070 169.000 CYS | 1.00000 169.00| 30.00000 5070.00| 22.00000 3718.00 BORROW | | | 0050 203-02000 214.000 CYS | 38.00000 8132.00| 30.00000 6420.00| 68.00000 14552.00 EXCAVATION, COMMON | | | 0051 714-09562 9.500 LFT | 1230.00000 11685.00| 5000.00000 47500.00| 475.00000 4512.50 CONCRETE CULVERT EXTENSION, PRECAST | | | REINFORCED CONCRETE BOX SECTION, 5 FT. | | | X 4 FT. | | | SECTION TOTALS | $ 187,945.60| $ 221,545.83| $ 231,761.51 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 187,945.60| $ 221,545.83| $ 231,761.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 251 -11 TABULATION OF BIDS ROUTE : US 231 CALL ORDER : 251 CONTRACT ID : R -29970-A COUNTIES : DUBOIS LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1585012 |( ) |( ) |CRAFTSMAN CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT WITH ADDED TURN LANES | | | 0001 105-06845 LUMP | 9326.00000 9326.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 166.50000 333.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 20.000 MOS | 222.00000 4440.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 12700.00000 12700.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02241 275.000 LFT | 12.24000 3366.00| | GUARDRAIL, REMOVE | | | 0013 205-06931 300.000 TON | 56.98000 17094.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06937 750.000 LFT | 2.05000 1537.50| | TEMPORARY SILT FENCE | | | 0016 211-09264 2.640 CYS | 75.48000 199.27| | STRUCTURE BACKFILL, TYPE 1 | | | 0017 303-01180 10.100 TON | 28.31000 285.93| | COMPACTED AGGREGATE, NO. 53 | | | 0021 601-01848 1.000 EACH | 1992.45000 1992.45| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0022 601-02206 131.000 LFT | 59.23000 7759.13| | TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | 0023 601-06854 1.000 EACH | 5434.00000 5434.00| | GUARDRAIL, W-BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 251 -12 TABULATION OF BIDS ROUTE : US 231 CALL ORDER : 251 CONTRACT ID : R -29970-A COUNTIES : DUBOIS LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1585012 |( ) |( ) |CRAFTSMAN CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0025 601-94689 1.000 EACH | 5100.00000 5100.00| | GUARDRAIL END TREATMENT, OS | | | 0027 616-02320 850.000 SYS | 3.48000 2958.00| | GEOTEXTILES | | | 0028 616-06405 54.600 TON | 31.08000 1696.97| | RIPRAP, REVETMENT | | | 0030 628-09401 10.000 MOS | 1843.60000 18436.00| | FIELD OFFICE, A | | | 0031 714-44240 1.110 CYS | 4119.82000 4573.00| | CONCRETE, A, STRUCTURES | | | 0032 801-03290 4.000 EACH | 216.45000 865.80| | CONSTRUCTION SIGN, C | | | 0033 801-06640 4.000 EACH | 127.65000 510.60| | CONSTRUCTION SIGN, A | | | 0034 801-06645 5.000 EACH | 66.60000 333.00| | CONSTRUCTION SIGN, B | | | 0035 801-06775 LUMP | 19235.00000 19235.00| | MAINTAINING TRAFFIC | | | 0036 802-07060 1.000 EACH | 183.15000 183.15| | SIGN, SHEET, RELOCATE | | | 0037 808-06703 1000.000 LFT | 0.47000 470.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0038 808-06716 750.000 LFT | 1.11000 832.50| | LINE, REMOVE | | | 0039 808-75245 1800.000 LFT | 0.47000 846.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0040 201-52370 LUMP | 23310.00000 23310.00| | CLEARING RIGHT OF WAY | | | 0041 207-08263 770.000 SYS | 24.86000 19142.20| | SUBGRADE TREATMENT, TYPE IA | | | 0042 402-07434 52.400 TON | 186.16000 9754.78| | HMA SURFACE, TYPE C | | | 0043 402-07439 87.200 TON | 131.73000 11486.86| | HMA INTERMEDIATE, TYPE C | | | 0044 402-07442 330.000 TON | 73.84000 24367.20| | HMA BASE, TYPE C | | | 0045 406-05521 1896.000 SYS | 0.63000 1194.48| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 251 -13 TABULATION OF BIDS ROUTE : US 231 CALL ORDER : 251 CONTRACT ID : R -29970-A COUNTIES : DUBOIS LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1585012 |( ) |( ) |CRAFTSMAN CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0046 621-06559 1100.000 SYS | 2.35000 2585.00| | MULCHED SEEDING, R | | | 0047 214-07202 8.000 SYS | 290.50000 2324.00| | GEOGRID, I | | | 0048 621-01004 1.000 EACH | 666.00000 666.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 203-02070 169.000 CYS | 89.51000 15127.19| | BORROW | | | 0050 203-02000 214.000 CYS | 55.50000 11877.00| | EXCAVATION, COMMON | | | 0051 714-09562 9.500 LFT | 1280.95000 12169.03| | CONCRETE CULVERT EXTENSION, PRECAST | | | REINFORCED CONCRETE BOX SECTION, 5 FT. | | | X 4 FT. | | | SECTION TOTALS | $ 254,516.04| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 254,516.04| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 271 -1 VENDOR RANKING CALL ORDER : 271 CONTRACT ID : R -30243-A COUNTIES : HUNTINGTON LETTING DATE : 01/14/09 10:00 AM DISTRICT : 62 CONTRACT TIME : 05/27/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600806 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 114,980.01 100.0000% 2 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 117,113.94 101.8559% 3 62-1492793 API CONSTRUCTION CORP $ 125,713.80 109.3354% 4 35-1145884 L I C A CONSTRUCTION $ 129,896.72 112.9733% 5 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 133,698.00 116.2793% 6 35-1505753 GAUNT & SON ASPHALT $ 149,890.65 130.3624% 7 35-1185040 NIBLOCK EXCAVATING INC $ 169,859.44 147.7295% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 271 -2 TABULATION OF BIDS ROUTE : 5 CALL ORDER : 271 CONTRACT ID : R -30243-A COUNTIES : HUNTINGTON LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1016737 |( 3 ) 62-1492793 |E & B PAVING INC |WAYNE ASPHALT & CONSTRUCTION |API CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 AUXILIARY LANES | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 | 5500.00000 5500.00| 5500.00000 5500.00| 6285.00000 6285.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 203-02000 526.000 CYS | 30.00000 15780.00| 12.00000 6312.00| 16.40000 8626.40 EXCAVATION, COMMON | | | 0007 203-02070 592.000 CYS | 1.00000 592.00| 17.00000 10064.00| 16.35000 9679.20 BORROW | | | 0008 205-03371 8.000 CYS | 10.00000 80.00| 20.00000 160.00| 30.00000 240.00 SEDIMENT, REMOVE | | | 0009 205-06932 60.000 LFT | 12.35000 741.00| 10.00000 600.00| 12.35000 741.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06937 485.000 LFT | 1.88000 911.80| 1.50000 727.50| 1.88000 911.80 TEMPORARY SILT FENCE | | | 0011 207-08263 1245.000 SYS | 11.00000 13695.00| 12.00000 14940.00| 11.80000 14691.00 SUBGRADE TREATMENT, TYPE IA , AGGREGATE | | | OPTION ONLY | | | 0012 207-08263 640.000 SYS | 5.00000 3200.00| 12.00000 7680.00| 11.80000 7552.00 SUBGRADE TREATMENT, TYPE IA , SUBGRADE | | | IMPROVEMENT | | | 0013 303-07449 272.000 TON | 12.00000 3264.00| 16.00000 4352.00| 26.85000 7303.20 COMPACTED AGGREGATE, NO. 73 | | | 0014 402-07433 88.000 TON | 85.00000 7480.00| 75.00000 6600.00| 83.00000 7304.00 HMA SURFACE, TYPE B | | | 0015 402-07438 149.000 TON | 60.00000 8940.00| 55.00000 8195.00| 66.00000 9834.00 HMA INTERMEDIATE, TYPE B | | | 0016 402-07441 525.000 TON | 51.50000 27037.50| 52.00000 27300.00| 54.00000 28350.00 HMA BASE, TYPE B | | | 0017 406-05520 0.900 TON | 100.00000 90.00| 800.00000 720.00| 230.00000 207.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 271 -3 TABULATION OF BIDS ROUTE : 5 CALL ORDER : 271 CONTRACT ID : R -30243-A COUNTIES : HUNTINGTON LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1016737 |( 3 ) 62-1492793 |E & B PAVING INC |WAYNE ASPHALT & CONSTRUCTION |API CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 611-06497 1.000 EACH | 275.00000 275.00| 275.00000 275.00| 275.00000 275.00 MAILBOX ASSEMBLY, SINGLE | | | 0019 616-02320 15.000 SYS | 2.00000 30.00| 10.00000 150.00| 46.00000 690.00 GEOTEXTILES | | | 0020 616-06451 11.500 TON | 41.74000 480.01| 28.00000 322.00| 57.00000 655.50 RIPRAP, UNIFORM | | | 0021 621-01004 1.000 EACH | 350.00000 350.00| 300.00000 300.00| 350.00000 350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06557 38.000 LBS | 21.35000 811.30| 10.00000 380.00| 21.35000 811.30 SEED MIXTURE, T | | | 0023 621-06559 642.000 SYS | 1.38000 885.96| 1.00000 642.00| 1.38000 885.96 MULCHED SEEDING, R | | | 0024 621-06574 580.000 SYS | 4.90000 2842.00| 5.00000 2900.00| 4.90000 2842.00 SODDING | | | 0025 801-01093 2.000 EACH | 300.00000 600.00| 300.00000 600.00| 300.00000 600.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0026 801-03290 2.000 EACH | 97.50000 195.00| 97.50000 195.00| 97.50000 195.00 CONSTRUCTION SIGN, C | | | 0027 801-06207 3836.000 LFT | 0.74000 2838.64| 0.74000 2838.64| 0.74000 2838.64 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0028 801-06640 6.000 EACH | 65.00000 390.00| 65.00000 390.00| 65.00000 390.00 CONSTRUCTION SIGN, A | | | 0029 801-06645 2.000 EACH | 36.00000 72.00| 36.00000 72.00| 36.00000 72.00 CONSTRUCTION SIGN, B | | | 0030 801-06775 LUMP | 11500.00000 11500.00| 12750.00000 12750.00| 11235.00000 11235.00 MAINTAINING TRAFFIC | | | 0031 808-06713 1100.000 LFT | 0.28000 308.00| 0.28000 308.00| 0.28000 308.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0032 808-06714 2510.000 LFT | 0.28000 702.80| 0.28000 702.80| 0.28000 702.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0033 808-06716 2500.000 LFT | 2.00000 5000.00| 0.30000 750.00| 0.30000 750.00 LINE, REMOVE | | | 0034 808-75998 8.000 EACH | 48.00000 384.00| 48.00000 384.00| 48.00000 384.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 114,980.01| $ 117,113.94| $ 125,713.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 114,980.01| $ 117,113.94| $ 125,713.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 271 -4 TABULATION OF BIDS ROUTE : 5 CALL ORDER : 271 CONTRACT ID : R -30243-A COUNTIES : HUNTINGTON LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1145884 |( 5 ) 35-1065659 |( 6 ) 35-1505753 |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |GAUNT & SON ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 AUXILIARY LANES | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 | 7560.00000 7560.00| 6600.00000 6600.00| 9910.00000 9910.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 203-02000 526.000 CYS | 27.11000 14259.86| 25.00000 13150.00| 9.95000 5233.70 EXCAVATION, COMMON | | | 0007 203-02070 592.000 CYS | 25.28000 14965.76| 18.00000 10656.00| 19.90000 11780.80 BORROW | | | 0008 205-03371 8.000 CYS | 64.77000 518.16| 15.00000 120.00| 110.00000 880.00 SEDIMENT, REMOVE | | | 0009 205-06932 60.000 LFT | 12.35000 741.00| 12.35000 741.00| 13.25000 795.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06937 485.000 LFT | 1.88000 911.80| 1.88000 911.80| 2.00000 970.00 TEMPORARY SILT FENCE | | | 0011 207-08263 1245.000 SYS | 10.49000 13060.05| 14.00000 17430.00| 19.50000 24277.50 SUBGRADE TREATMENT, TYPE IA , AGGREGATE | | | OPTION ONLY | | | 0012 207-08263 640.000 SYS | 9.10000 5824.00| 11.75000 7520.00| 19.50000 12480.00 SUBGRADE TREATMENT, TYPE IA , SUBGRADE | | | IMPROVEMENT | | | 0013 303-07449 272.000 TON | 17.67000 4806.24| 20.00000 5440.00| 24.25000 6596.00 COMPACTED AGGREGATE, NO. 73 | | | 0014 402-07433 88.000 TON | 89.36000 7863.68| 80.00000 7040.00| 85.00000 7480.00 HMA SURFACE, TYPE B | | | 0015 402-07438 149.000 TON | 64.38000 9592.62| 65.00000 9685.00| 81.50000 12143.50 HMA INTERMEDIATE, TYPE B | | | 0016 402-07441 525.000 TON | 54.76000 28749.00| 55.00000 28875.00| 68.85000 36146.25 HMA BASE, TYPE B | | | 0017 406-05520 0.900 TON | 400.00000 360.00| 100.00000 90.00| 460.00000 414.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 271 -5 TABULATION OF BIDS ROUTE : 5 CALL ORDER : 271 CONTRACT ID : R -30243-A COUNTIES : HUNTINGTON LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1145884 |( 5 ) 35-1065659 |( 6 ) 35-1505753 |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |GAUNT & SON ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 611-06497 1.000 EACH | 100.00000 100.00| 275.00000 275.00| 295.00000 295.00 MAILBOX ASSEMBLY, SINGLE | | | 0019 616-02320 15.000 SYS | 14.41000 216.15| 1.00000 15.00| 6.00000 90.00 GEOTEXTILES | | | 0020 616-06451 11.500 TON | 53.80000 618.70| 35.00000 402.50| 42.00000 483.00 RIPRAP, UNIFORM | | | 0021 621-01004 1.000 EACH | 350.00000 350.00| 350.00000 350.00| 375.00000 375.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06557 38.000 LBS | 23.35000 887.30| 21.35000 811.30| 22.90000 870.20 SEED MIXTURE, T | | | 0023 621-06559 642.000 SYS | 1.38000 885.96| 1.38000 885.96| 1.50000 963.00 MULCHED SEEDING, R | | | 0024 621-06574 580.000 SYS | 4.90000 2842.00| 4.90000 2842.00| 5.25000 3045.00 SODDING | | | 0025 801-01093 2.000 EACH | 300.00000 600.00| 245.00000 490.00| 321.00000 642.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0026 801-03290 2.000 EACH | 97.50000 195.00| 145.00000 290.00| 104.50000 209.00 CONSTRUCTION SIGN, C | | | 0027 801-06207 3836.000 LFT | 0.74000 2838.64| 0.98000 3759.28| 0.80000 3068.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0028 801-06640 6.000 EACH | 65.00000 390.00| 85.00000 510.00| 69.65000 417.90 CONSTRUCTION SIGN, A | | | 0029 801-06645 2.000 EACH | 36.00000 72.00| 40.00000 80.00| 38.40000 76.80 CONSTRUCTION SIGN, B | | | 0030 801-06775 LUMP | 8540.00000 8540.00| 12051.56000 12051.56| 7950.00000 7950.00 MAINTAINING TRAFFIC | | | 0031 808-06713 1100.000 LFT | 0.28000 308.00| 0.26000 286.00| 0.30000 330.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0032 808-06714 2510.000 LFT | 0.28000 702.80| 0.26000 652.60| 0.30000 753.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0033 808-06716 2500.000 LFT | 0.30000 750.00| 0.38000 950.00| 0.32000 800.00 LINE, REMOVE | | | 0034 808-75998 8.000 EACH | 48.00000 384.00| 98.00000 784.00| 51.40000 411.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 129,896.72| $ 133,698.00| $ 149,890.65 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 129,896.72| $ 133,698.00| $ 149,890.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 271 -6 TABULATION OF BIDS ROUTE : 5 CALL ORDER : 271 CONTRACT ID : R -30243-A COUNTIES : HUNTINGTON LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 AUXILIARY LANES | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 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 | 8400.00000 8400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 203-02000 526.000 CYS | 38.00000 19988.00| | EXCAVATION, COMMON | | | 0007 203-02070 592.000 CYS | 22.00000 13024.00| | BORROW | | | 0008 205-03371 8.000 CYS | 64.00000 512.00| | SEDIMENT, REMOVE | | | 0009 205-06932 60.000 LFT | 10.00000 600.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06937 485.000 LFT | 1.50000 727.50| | TEMPORARY SILT FENCE | | | 0011 207-08263 1245.000 SYS | 20.00000 24900.00| | SUBGRADE TREATMENT, TYPE IA , AGGREGATE | | | OPTION ONLY | | | 0012 207-08263 640.000 SYS | 18.00000 11520.00| | SUBGRADE TREATMENT, TYPE IA , SUBGRADE | | | IMPROVEMENT | | | 0013 303-07449 272.000 TON | 22.50000 6120.00| | COMPACTED AGGREGATE, NO. 73 | | | 0014 402-07433 88.000 TON | 102.00000 8976.00| | HMA SURFACE, TYPE B | | | 0015 402-07438 149.000 TON | 73.00000 10877.00| | HMA INTERMEDIATE, TYPE B | | | 0016 402-07441 525.000 TON | 65.00000 34125.00| | HMA BASE, TYPE B | | | 0017 406-05520 0.900 TON | 1500.00000 1350.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 271 -7 TABULATION OF BIDS ROUTE : 5 CALL ORDER : 271 CONTRACT ID : R -30243-A COUNTIES : HUNTINGTON LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 611-06497 1.000 EACH | 275.00000 275.00| | MAILBOX ASSEMBLY, SINGLE | | | 0019 616-02320 15.000 SYS | 88.00000 1320.00| | GEOTEXTILES | | | 0020 616-06451 11.500 TON | 59.00000 678.50| | RIPRAP, UNIFORM | | | 0021 621-01004 1.000 EACH | 300.00000 300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06557 38.000 LBS | 10.00000 380.00| | SEED MIXTURE, T | | | 0023 621-06559 642.000 SYS | 1.00000 642.00| | MULCHED SEEDING, R | | | 0024 621-06574 580.000 SYS | 5.00000 2900.00| | SODDING | | | 0025 801-01093 2.000 EACH | 300.00000 600.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0026 801-03290 2.000 EACH | 97.50000 195.00| | CONSTRUCTION SIGN, C | | | 0027 801-06207 3836.000 LFT | 0.74000 2838.64| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0028 801-06640 6.000 EACH | 65.00000 390.00| | CONSTRUCTION SIGN, A | | | 0029 801-06645 2.000 EACH | 36.00000 72.00| | CONSTRUCTION SIGN, B | | | 0030 801-06775 LUMP | 16000.00000 16000.00| | MAINTAINING TRAFFIC | | | 0031 808-06713 1100.000 LFT | 0.28000 308.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0032 808-06714 2510.000 LFT | 0.28000 702.80| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0033 808-06716 2500.000 LFT | 0.30000 750.00| | LINE, REMOVE | | | 0034 808-75998 8.000 EACH | 48.00000 384.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 169,859.44| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 169,859.44| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 281 -1 VENDOR RANKING CALL ORDER : 281 CONTRACT ID : R -30441-A COUNTIES : UNION LETTING DATE : 01/14/09 10:00 AM DISTRICT : 63 FAYETTE CONTRACT TIME : 11/20/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0500956 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 38-1646882 SNOWDEN INC $ 320,179.00 100.0000% 2 38-2932367 RMD HOLDINGS LTD $ 364,036.75 113.6979% 3 04-3815584 GFS FENCE GUARDRAIL & SIGNAGE INC $ 416,279.94 130.0148% 4 35-0821499 JAMES H DREW CORPORATION $ 421,558.00 131.6632% 5 35-1643252 C-TECH CORPORATION INC $ 427,749.00 133.5968% 6 35-2110733 SPECIALTIES COMPANY LLC $ 428,509.50 133.8344% 7 43-1012298 COLLINS & HERMANN INC $ 615,550.32 192.2519% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 281 -2 TABULATION OF BIDS ROUTE : 44 CALL ORDER : 281 CONTRACT ID : R -30441-A COUNTIES : UNION LETTING DATE : 01/14/09 10:00 AM DISTRICT : GREENFIELD DISTRICT FAYETTE SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-1646882 |( 2 ) 38-2932367 |( 3 ) 04-3815584 |SNOWDEN INC |RMD HOLDINGS LTD |GFS FENCE GUARDRAIL & SIGNAGE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW GUARDRAIL INSTALLATION | | | 0001 105-06845 LUMP | 6000.00000 6000.00| 6600.00000 6600.00| 8267.20000 8267.20 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 125.00000 250.00| 200.00000 400.00| 345.00000 690.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 50.00000 1200.00| 100.00000 2400.00| 260.00000 6240.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 10001.00000 10001.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02241 5120.000 LFT | 1.45000 7424.00| 3.00000 15360.00| 4.73000 24217.60 GUARDRAIL, REMOVE | | | 0012 203-08607 4195.000 LFT | 3.00000 12585.00| 2.40000 10068.00| 0.65000 2726.75 LINEAR GRADING | | | 0013 601-01128 4.000 EACH | 1250.00000 5000.00| 900.00000 3600.00| 991.66000 3966.64 GUARDRAIL TRANSITION TYPE WGB | | | 0014 601-01625 1.000 EACH | 1500.00000 1500.00| 350.00000 350.00| 864.00000 864.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0015 601-01700 2.000 EACH | 1650.00000 3300.00| 2000.00000 4000.00| 2258.90000 4517.80 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-01846 9.000 EACH | 1800.00000 16200.00| 1900.00000 17100.00| 2258.90000 20330.10 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0017 601-05586 1.000 EACH | 2000.00000 2000.00| 1750.00000 1750.00| 2258.90000 2258.90 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 281 -3 TABULATION OF BIDS ROUTE : 44 CALL ORDER : 281 CONTRACT ID : R -30441-A COUNTIES : UNION LETTING DATE : 01/14/09 10:00 AM DISTRICT : GREENFIELD DISTRICT FAYETTE SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-1646882 |( 2 ) 38-2932367 |( 3 ) 04-3815584 |SNOWDEN INC |RMD HOLDINGS LTD |GFS FENCE GUARDRAIL & SIGNAGE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 601-93346 13.000 EACH | 150.00000 1950.00| 110.00000 1430.00| 1100.92000 14311.96 GUARDRAIL CONNECTOR, AS | | | 0019 601-94689 54.000 EACH | 2300.00000 124200.00| 3000.00000 162000.00| 3219.06000 173829.24 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 6525.000 LFT | 15.00000 97875.00| 16.75000 109293.75| 18.07000 117906.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 628-09408 24.000 MOS | 100.00000 2400.00| 120.00000 2880.00| 162.50000 3900.00 MOBILE LAPTOP COMPUTER SYSTEM , 2 EACH | | | 0022 628-09409 24.000 MOS | 50.00000 1200.00| 100.00000 2400.00| 312.00000 7488.00 MOBILE INTERNET SERVICE , 2 EACH | | | 0023 801-03290 2.000 EACH | 200.00000 400.00| 500.00000 1000.00| 195.00000 390.00 CONSTRUCTION SIGN, C | | | 0024 801-06640 42.000 EACH | 145.00000 6090.00| 200.00000 8400.00| 104.00000 4368.00 CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP | 20600.00000 20600.00| 5000.00000 5000.00| 10001.00000 10001.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 320,179.00| $ 364,036.75| $ 416,279.94 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 320,179.00| $ 364,036.75| $ 416,279.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 281 -4 TABULATION OF BIDS ROUTE : 44 CALL ORDER : 281 CONTRACT ID : R -30441-A COUNTIES : UNION LETTING DATE : 01/14/09 10:00 AM DISTRICT : GREENFIELD DISTRICT FAYETTE SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0821499 |( 5 ) 35-1643252 |( 6 ) 35-2110733 |JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW GUARDRAIL INSTALLATION | | | 0001 105-06845 LUMP | 4800.00000 4800.00| 6000.00000 6000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 125.00000 250.00| 350.00000 700.00| 300.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 145.00000 3480.00| 86.00000 2064.00| 200.00000 4800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 12965.00000 12965.00| 11000.00000 11000.00| 21500.00000 21500.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02241 5120.000 LFT | 4.00000 20480.00| 2.00000 10240.00| 2.75000 14080.00 GUARDRAIL, REMOVE | | | 0012 203-08607 4195.000 LFT | 9.80000 41111.00| 3.00000 12585.00| 6.10000 25589.50 LINEAR GRADING | | | 0013 601-01128 4.000 EACH | 1500.00000 6000.00| 1170.00000 4680.00| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE WGB | | | 0014 601-01625 1.000 EACH | 2010.00000 2010.00| 1360.00000 1360.00| 1700.00000 1700.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0015 601-01700 2.000 EACH | 2530.00000 5060.00| 1525.00000 3050.00| 1900.00000 3800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-01846 9.000 EACH | 2530.00000 22770.00| 1450.00000 13050.00| 1800.00000 16200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0017 601-05586 1.000 EACH | 2530.00000 2530.00| 1890.00000 1890.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 281 -5 TABULATION OF BIDS ROUTE : 44 CALL ORDER : 281 CONTRACT ID : R -30441-A COUNTIES : UNION LETTING DATE : 01/14/09 10:00 AM DISTRICT : GREENFIELD DISTRICT FAYETTE SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0821499 |( 5 ) 35-1643252 |( 6 ) 35-2110733 |JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 601-93346 13.000 EACH | 249.00000 3237.00| 120.00000 1560.00| 200.00000 2600.00 GUARDRAIL CONNECTOR, AS | | | 0019 601-94689 54.000 EACH | 2690.00000 145260.00| 3900.00000 210600.00| 2800.00000 151200.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 6525.000 LFT | 18.00000 117450.00| 14.60000 95265.00| 19.00000 123975.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 628-09408 24.000 MOS | 125.00000 3000.00| 150.00000 3600.00| 250.00000 6000.00 MOBILE LAPTOP COMPUTER SYSTEM , 2 EACH | | | 0022 628-09409 24.000 MOS | 125.00000 3000.00| 150.00000 3600.00| 125.00000 3000.00 MOBILE INTERNET SERVICE , 2 EACH | | | 0023 801-03290 2.000 EACH | 215.00000 430.00| 250.00000 500.00| 440.00000 880.00 CONSTRUCTION SIGN, C | | | 0024 801-06640 42.000 EACH | 160.00000 6720.00| 175.00000 7350.00| 240.00000 10080.00 CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP | 21000.00000 21000.00| 38650.00000 38650.00| 28700.00000 28700.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 421,558.00| $ 427,749.00| $ 428,509.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 421,558.00| $ 427,749.00| $ 428,509.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 281 -6 TABULATION OF BIDS ROUTE : 44 CALL ORDER : 281 CONTRACT ID : R -30441-A COUNTIES : UNION LETTING DATE : 01/14/09 10:00 AM DISTRICT : GREENFIELD DISTRICT FAYETTE SET-ASIDE : ==================================================================================================================================== |( 7 ) 43-1012298 |( ) |( ) |COLLINS & HERMANN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW GUARDRAIL INSTALLATION | | | 0001 105-06845 LUMP | 5147.00000 5147.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 283.09000 566.18| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 77.21000 1853.04| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 38709.08000 38709.08| | MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02241 5120.000 LFT | 5.19000 26572.80| | GUARDRAIL, REMOVE | | | 0012 203-08607 4195.000 LFT | 5.97000 25044.15| | LINEAR GRADING | | | 0013 601-01128 4.000 EACH | 1413.32000 5653.28| | GUARDRAIL TRANSITION TYPE WGB | | | 0014 601-01625 1.000 EACH | 2199.85000 2199.85| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0015 601-01700 2.000 EACH | 2199.85000 4399.70| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-01846 9.000 EACH | 2199.85000 19798.65| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0017 601-05586 1.000 EACH | 2199.85000 2199.85| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 281 -7 TABULATION OF BIDS ROUTE : 44 CALL ORDER : 281 CONTRACT ID : R -30441-A COUNTIES : UNION LETTING DATE : 01/14/09 10:00 AM DISTRICT : GREENFIELD DISTRICT FAYETTE SET-ASIDE : ==================================================================================================================================== |( 7 ) 43-1012298 |( ) |( ) |COLLINS & HERMANN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 601-93346 13.000 EACH | 315.90000 4106.70| | GUARDRAIL CONNECTOR, AS | | | 0019 601-94689 54.000 EACH | 3326.93000 179654.22| | GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 6525.000 LFT | 22.38000 146029.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 628-09408 24.000 MOS | 1029.40000 24705.60| | MOBILE LAPTOP COMPUTER SYSTEM , 2 EACH | | | 0022 628-09409 24.000 MOS | 514.70000 12352.80| | MOBILE INTERNET SERVICE , 2 EACH | | | 0023 801-03290 2.000 EACH | 437.50000 875.00| | CONSTRUCTION SIGN, C | | | 0024 801-06640 42.000 EACH | 200.73000 8430.66| | CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP | 107247.26000 107247.26| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 615,550.32| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 615,550.32| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -1 VENDOR RANKING CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : 66 CONTRACT TIME : 07/01/10 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0500638 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 J H RUDOLPH & COMPANY $ 2,999,764.04 100.0000% 2 35-1139301 E & B PAVING INC $ 3,177,837.00 105.9362% 3 35-1878024 RAGLE INC $ 3,224,909.79 107.5054% 4 35-1057095 BLANKENBERGER BROTHERS INC $ 3,230,433.00 107.6896% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 3,305,117.65 110.1793% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 3,799,500.00 126.6600% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -2 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-1878024 |J H RUDOLPH & COMPANY |E & B PAVING INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 45000.00000 45000.00| 21300.00000 21300.00| 40000.00000 40000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 135.00000 270.00| 50.00000 100.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 44.000 MOS | 60.00000 2640.00| 75.00000 3300.00| 80.00000 3520.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 149000.00000 149000.00| 190000.00000 190000.00| 161000.00000 161000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 56000.00000 56000.00| 133235.30000 133235.30| 59500.00000 59500.00 CLEARING RIGHT OF WAY | | | 0012 202-02240 1373.000 SYS | 5.35000 7345.55| 8.30000 11395.90| 5.00000 6865.00 PAVEMENT REMOVAL | | | 0013 202-02241 1013.000 LFT | 6.00000 6078.00| 4.75000 4811.75| 2.50000 2532.50 GUARDRAIL, REMOVE | | | 0014 202-02278 238.000 LFT | 5.50000 1309.00| 6.25000 1487.50| 4.00000 952.00 CURB, CONCRETE, REMOVE | | | 0015 202-52710 170.000 SYS | 9.00000 1530.00| 10.50000 1785.00| 13.00000 2210.00 SIDEWALK, CONCRETE, REMOVE | | | 0016 202-74035 10.000 EACH | 31.50000 315.00| 65.00000 650.00| 25.00000 250.00 SIGN, REMOVE | | | 0017 202-92607 2.000 EACH | 31.50000 63.00| 65.00000 130.00| 35.00000 70.00 SIGN POST, CHANNEL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -3 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-1878024 |J H RUDOLPH & COMPANY |E & B PAVING INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 203-02000 26895.000 CYS | 9.25000 248778.75| 9.90000 266260.50| 10.50000 282397.50 EXCAVATION, COMMON | | | 0019 205-03371 60.000 CYS | 15.00000 900.00| 40.00000 2400.00| 3.00000 180.00 SEDIMENT, REMOVE | | | 0020 205-06931 273.000 TON | 60.00000 16380.00| 33.80000 9227.40| 25.00000 6825.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06933 9.000 EACH | 108.00000 972.00| 98.00000 882.00| 25.00000 225.00 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06934 34.000 TON | 445.00000 15130.00| 427.00000 14518.00| 427.00000 14518.00 TEMPORARY MULCHING | | | 0023 205-06937 3021.000 LFT | 2.00000 6042.00| 3.86000 11661.06| 2.00000 6042.00 TEMPORARY SILT FENCE | | | 0024 207-08265 2280.000 SYS | 9.00000 20520.00| 7.40000 16872.00| 12.50000 28500.00 SUBGRADE TREATMENT, TYPE IIA | | | 0025 207-08268 26384.000 SYS | 11.50000 303416.00| 11.30000 298139.20| 15.50000 408952.00 SUBGRADE TREATMENT, TYPE IV | | | 0026 211-02050 2185.000 CYS | 16.00000 34960.00| 18.70000 40859.50| 24.00000 52440.00 B BORROW | | | 0027 211-09264 476.000 CYS | 20.00000 9520.00| 36.50000 17374.00| 21.00000 9996.00 STRUCTURE BACKFILL, TYPE 1 | | | 0028 211-09265 126.000 CYS | 26.00000 3276.00| 36.50000 4599.00| 30.00000 3780.00 STRUCTURE BACKFILL, TYPE 2 | | | 0029 211-09268 351.000 CYS | 75.00000 26325.00| 89.25000 31326.75| 90.00000 31590.00 STRUCTURE BACKFILL, TYPE 5 | | | 0030 211-09268 137.000 CYS | 75.00000 10275.00| 89.25000 12227.25| 90.00000 12330.00 STRUCTURE BACKFILL, TYPE 5 , Z-ITEM | | | 0031 301-07448 1412.000 TON | 40.00000 56480.00| 28.75000 40595.00| 25.00000 35300.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0032 301-07448 107.000 TON | 35.00000 3745.00| 23.00000 2461.00| 25.00000 2675.00 COMPACTED AGGREGATE, NO. 53, BASE , | | | Z-ITEM | | | 0033 302-07455 149.000 CYS | 55.00000 8195.00| 32.00000 4768.00| 55.00000 8195.00 DENSE GRADED SUBBASE | | | 0034 303-07662 100.000 TON | 19.00000 1900.00| 23.00000 2300.00| 18.00000 1800.00 STONE , NO. 2 | | | 0035 304-07493 78.000 TON | 95.00000 7410.00| 104.00000 8112.00| 125.00000 9750.00 WIDENING WITH HMA, TYPE B | | | 0036 306-08038 1555.000 SYS | 2.45000 3809.75| 2.40000 3732.00| 2.25000 3498.75 MILLING, ASPHALT, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -4 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-1878024 |J H RUDOLPH & COMPANY |E & B PAVING INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 401-07327 1884.000 TON | 70.00000 131880.00| 69.50000 130938.00| 69.50000 130938.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0039 401-07397 3140.000 TON | 61.00000 191540.00| 59.50000 186830.00| 59.50000 186830.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0040 401-07407 8443.000 TON | 58.40000 493071.20| 57.00000 481251.00| 57.00000 481251.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0041 402-07432 336.000 TON | 82.00000 27552.00| 72.50000 24360.00| 72.50000 24360.00 HMA SURFACE, TYPE A | | | 0042 402-07435 681.000 TON | 67.00000 45627.00| 75.00000 51075.00| 75.00000 51075.00 HMA INTERMEDIATE, TYPE A | | | 0043 402-07440 1327.000 TON | 55.00000 72985.00| 60.00000 79620.00| 60.00000 79620.00 HMA BASE, TYPE A | | | 0044 402-07451 278.000 TON | 64.00000 17792.00| 70.00000 19460.00| 70.00000 19460.00 HMA WEDGE AND LEVEL, TYPE B | | | 0045 402-07453 142.000 TON | 78.00000 11076.00| 100.00000 14200.00| 115.00000 16330.00 HMA FOR TEMPORARY PAVEMENT | | | 0046 406-05520 20.000 TON | 550.00000 11000.00| 550.00000 11000.00| 550.00000 11000.00 ASPHALT FOR TACK COAT | | | 0048 503-05240 363.000 LFT | 8.25000 2994.75| 8.00000 2904.00| 8.00000 2904.00 D-1 CONTRACTION JOINT | | | 0049 601-01626 1.000 EACH | 1900.00000 1900.00| 1600.00000 1600.00| 1580.00000 1580.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0050 601-05999 2.000 EACH | 60.00000 120.00| 50.00000 100.00| 90.00000 180.00 CURVED TERMINAL END | | | 0051 601-94689 4.000 EACH | 2900.00000 11600.00| 2600.00000 10400.00| 2595.00000 10380.00 GUARDRAIL END TREATMENT, OS | | | 0052 601-99105 375.000 LFT | 21.00000 7875.00| 20.00000 7500.00| 21.80000 8175.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0053 601-99123 4.000 EACH | 2850.00000 11400.00| 2700.00000 10800.00| 2395.00000 9580.00 GUARDRAIL TRANSITION, GP | | | 0054 604-07894 51.000 SYS | 70.00000 3570.00| 70.00000 3570.00| 75.00000 3825.00 CURB RAMP, CONCRETE, A | | | 0055 604-07894 7.000 SYS | 70.00000 490.00| 70.00000 490.00| 75.00000 525.00 CURB RAMP, CONCRETE, A , Z-ITEM | | | 0056 604-91531 165.000 SYS | 30.00000 4950.00| 30.00000 4950.00| 40.00000 6600.00 SIDEWALK, CONCRETE, 4 IN. | | | 0057 604-91531 21.000 SYS | 30.00000 630.00| 30.00000 630.00| 40.00000 840.00 SIDEWALK, CONCRETE, 4 IN. , Z-ITEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -5 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-1878024 |J H RUDOLPH & COMPANY |E & B PAVING INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 605-06120 1416.000 LFT | 13.50000 19116.00| 10.50000 14868.00| 10.50000 14868.00 CURB, CONCRETE | | | 0059 605-06120 254.000 LFT | 7.00000 1778.00| 7.00000 1778.00| 7.00000 1778.00 CURB, CONCRETE , MONOLITHIC | | | 0060 605-06140 8858.000 LFT | 13.00000 115154.00| 12.75000 112939.50| 12.75000 112939.50 CURB AND GUTTER, CONCRETE | | | 0061 605-06140 120.000 LFT | 14.00000 1680.00| 13.75000 1650.00| 13.75000 1650.00 CURB AND GUTTER, CONCRETE , Z-ITEM | | | 0062 605-06155 989.000 LFT | 14.00000 13846.00| 13.75000 13598.75| 13.75000 13598.75 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0063 605-94811 4.000 EACH | 300.00000 1200.00| 300.00000 1200.00| 300.00000 1200.00 CURB TURNOUT | | | 0064 605-97937 460.000 LFT | 11.00000 5060.00| 10.75000 4945.00| 10.75000 4945.00 CURB AND GUTTER, CONCRETE, ROLL | | | 0065 607-06340 666.000 LFT | 26.00000 17316.00| 25.25000 16816.50| 30.00000 19980.00 PAVED SIDE DITCH, B | | | 0066 607-06365 1308.000 LFT | 42.00000 54936.00| 41.50000 54282.00| 46.00000 60168.00 PAVED SIDE DITCH, G | | | 0067 610-07486 241.000 TON | 95.00000 22895.00| 96.00000 23136.00| 96.00000 23136.00 HMA FOR APPROACHES, TYPE A | | | 0068 610-07486 53.000 TON | 100.00000 5300.00| 96.00000 5088.00| 96.00000 5088.00 HMA FOR APPROACHES, TYPE A , Z-ITEM | | | 0069 610-08446 1916.000 SYS | 29.00000 55564.00| 28.50000 54606.00| 37.00000 70892.00 PCCP FOR APPROACHES, 6 IN. | | | 0070 611-06497 18.000 EACH | 190.00000 3420.00| 150.00000 2700.00| 135.00000 2430.00 MAILBOX ASSEMBLY, SINGLE | | | 0071 615-06505 15.000 EACH | 685.00000 10275.00| 500.00000 7500.00| 595.00000 8925.00 MONUMENT, B | | | 0072 615-06527 1.000 EACH | 650.00000 650.00| 400.00000 400.00| 495.00000 495.00 MONUMENT, SECTION CORNER | | | 0073 616-02320 177.000 SYS | 10.00000 1770.00| 4.00000 708.00| 3.00000 531.00 GEOTEXTILES | | | 0074 616-02320 60.000 SYS | 6.00000 360.00| 6.00000 360.00| 3.00000 180.00 GEOTEXTILES , Z-ITEM | | | 0075 616-05688 84.000 TON | 25.50000 2142.00| 33.40000 2805.60| 38.00000 3192.00 RIPRAP, CLASS 1 | | | 0076 616-05688 42.000 TON | 25.00000 1050.00| 33.40000 1402.80| 38.00000 1596.00 RIPRAP, CLASS 1 , Z-ITEM | | | 0077 616-06405 20.000 TON | 57.00000 1140.00| 33.40000 668.00| 42.00000 840.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -6 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-1878024 |J H RUDOLPH & COMPANY |E & B PAVING INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 621-01004 4.000 EACH | 715.00000 2860.00| 715.00000 2860.00| 715.00000 2860.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0080 621-02770 992.000 SYS | 2.00000 1984.00| 1.98000 1964.16| 1.98000 1964.16 EROSION CONTROL BLANKET , COIR MATTING | | | 0081 621-04258 6.000 LBS | 310.00000 1860.00| 310.00000 1860.00| 310.00000 1860.00 SEED MIXTURE , SWALE SEED MIX | | | 0082 621-06545 2.000 TON | 715.00000 1430.00| 715.00000 1430.00| 715.00000 1430.00 FERTILIZER | | | 0083 621-06554 620.000 LBS | 4.40000 2728.00| 4.40000 2728.00| 4.40000 2728.00 SEED MIXTURE, U | | | 0084 621-06557 2040.000 LBS | 1.55000 3162.00| 1.55000 3162.00| 1.55000 3162.00 SEED MIXTURE, T | | | 0085 621-06565 8.000 TON | 540.00000 4320.00| 540.00000 4320.00| 540.00000 4320.00 MULCHING MATERIAL | | | 0086 621-06567 52.000 kGAL | 1.00000 52.00| 1.00000 52.00| 1.00000 52.00 WATER | | | 0087 621-06574 919.000 SYS | 4.00000 3676.00| 2.70000 2481.30| 3.50000 3216.50 SODDING | | | 0088 621-06575 11890.000 SYS | 3.85000 45776.50| 2.70000 32103.00| 3.50000 41615.00 SODDING, NURSERY | | | 0089 624-92647 0.200 ACRE | 1525.00000 305.00| 1525.00000 305.00| 1525.00000 305.00 HERBICIDE TREATMENT | | | 0090 628-09402 22.000 MOS | 1800.00000 39600.00| 1762.06000 38765.32| 1100.00000 24200.00 FIELD OFFICE, B | | | 0091 628-09407 22.000 MOS | 100.00000 2200.00| 200.00000 4400.00| 35.00000 770.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0092 702-90915 37.000 CYS | 460.00000 17020.00| 544.00000 20128.00| 550.00000 20350.00 CONCRETE, A | | | 0093 702-94656 15.000 CYS | 380.00000 5700.00| 555.00000 8325.00| 350.00000 5250.00 CONCRETE, B | | | 0094 703-51030 3560.000 LBS | 1.80000 6408.00| 1.40000 4984.00| 1.50000 5340.00 REINFORCING STEEL | | | 0095 704-04850 162.000 SYS | 33.00000 5346.00| 32.00000 5184.00| 37.00000 5994.00 CONCRETE , EXPOSED AGGREGATE | | | 0096 714-06279 224.000 LFT | 380.00000 85120.00| 366.00000 81984.00| 365.00000 81760.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 3 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -7 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-1878024 |J H RUDOLPH & COMPANY |E & B PAVING INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 714-06279 88.000 LFT | 380.00000 33440.00| 363.00000 31944.00| 365.00000 32120.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 3 FT. , Z-ITEM | | | 0098 715-05024 60.000 LFT | 88.00000 5280.00| 96.25000 5775.00| 80.00000 4800.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0099 715-05119 134.000 LFT | 48.00000 6432.00| 39.00000 5226.00| 37.00000 4958.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0100 715-05129 98.000 LFT | 130.00000 12740.00| 139.75000 13695.50| 135.00000 13230.00 PIPE, TYPE 1, CIRCULAR, 54 IN. | | | 0101 715-05149 1436.000 LFT | 30.00000 43080.00| 36.75000 52773.00| 32.00000 45952.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0102 715-05151 294.000 LFT | 32.00000 9408.00| 40.50000 11907.00| 37.00000 10878.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0103 715-05152 247.000 LFT | 32.00000 7904.00| 41.50000 10250.50| 42.00000 10374.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0104 715-05153 10.000 LFT | 43.00000 430.00| 76.00000 760.00| 80.00000 800.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0105 715-05156 74.000 LFT | 66.00000 4884.00| 40.00000 2960.00| 65.00000 4810.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0106 715-05169 43.000 LFT | 45.00000 1935.00| 43.00000 1849.00| 37.00000 1591.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0107 715-05408 468.000 LFT | 35.00000 16380.00| 36.75000 17199.00| 22.00000 10296.00 PIPE, SANITARY SEWER, 8 IN. | | | 0108 715-05711 33.000 LFT | 125.00000 4125.00| 67.50000 2227.50| 65.00000 2145.00 PIPE, SANITARY SEWER, 6 IN. | | | 0109 715-06492 1.000 EACH | 2000.00000 2000.00| 2065.00000 2065.00| 3000.00000 3000.00 CONCRETE ANCHOR, 54 IN. | | | 0110 715-08305 92.000 TON | 74.00000 6808.00| 155.00000 14260.00| 95.00000 8740.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0111 715-09064 1933.000 LFT | 1.75000 3382.75| 1.70000 3286.10| 1.75000 3382.75 VIDEO INSPECTION FOR PIPE | | | 0112 715-46000 10.000 EACH | 300.00000 3000.00| 465.00000 4650.00| 375.00000 3750.00 PIPE END SECTION, 12 IN. | | | 0113 715-46005 6.000 EACH | 350.00000 2100.00| 475.00000 2850.00| 400.00000 2400.00 PIPE END SECTION, 15 IN. | | | 0114 715-46015 1.000 EACH | 465.00000 465.00| 740.00000 740.00| 450.00000 450.00 PIPE END SECTION, 21 IN. | | | 0115 715-46030 2.000 EACH | 675.00000 1350.00| 845.00000 1690.00| 1000.00000 2000.00 PIPE END SECTION, 30 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -8 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-1878024 |J H RUDOLPH & COMPANY |E & B PAVING INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0116 715-46040 1.000 EACH | 825.00000 825.00| 1005.00000 1005.00| 1200.00000 1200.00 PIPE END SECTION, 36 IN. | | | 0117 720-03194 1.000 EACH | 1600.00000 1600.00| 955.00000 955.00| 2000.00000 2000.00 MANHOLE , CORE DRILL | | | 0118 720-45030 2.000 EACH | 1000.00000 2000.00| 1645.00000 3290.00| 2500.00000 5000.00 INLET, E7 | | | 0119 720-45035 1.000 EACH | 800.00000 800.00| 1790.00000 1790.00| 2500.00000 2500.00 INLET, F7 | | | 0120 720-45040 1.000 EACH | 1200.00000 1200.00| 3145.00000 3145.00| 2800.00000 2800.00 INLET, G7 | | | 0121 720-45045 1.000 EACH | 1300.00000 1300.00| 1930.00000 1930.00| 3000.00000 3000.00 INLET, J10 | | | 0122 720-45055 3.000 EACH | 1300.00000 3900.00| 2430.00000 7290.00| 3000.00000 9000.00 INLET, M10 | | | 0123 720-45135 1.000 EACH | 1100.00000 1100.00| 1790.00000 1790.00| 2500.00000 2500.00 INLET, F7, MODIFIED | | | 0124 720-45270 4.000 EACH | 1200.00000 4800.00| 1900.00000 7600.00| 2100.00000 8400.00 PIPE CATCH BASIN, 18 IN. | | | 0125 720-45275 1.000 EACH | 1400.00000 1400.00| 2145.00000 2145.00| 2500.00000 2500.00 PIPE CATCH BASIN, 24 IN. | | | 0126 720-45510 2.000 EACH | 2200.00000 4400.00| 2720.00000 5440.00| 4500.00000 9000.00 MANHOLE, C4, MODIFIED , SANITARY | | | 0127 720-93409 5.000 EACH | 2000.00000 10000.00| 2585.00000 12925.00| 3700.00000 18500.00 INLET, B15, MODIFIED | | | 0128 720-93411 9.000 EACH | 2100.00000 18900.00| 2780.00000 25020.00| 3700.00000 33300.00 INLET, C15, MODIFIED | | | 0129 720-98174 7.000 EACH | 2100.00000 14700.00| 2590.00000 18130.00| 3700.00000 25900.00 INLET, B15 | | | 0130 720-98555 8.000 EACH | 2100.00000 16800.00| 2730.00000 21840.00| 3700.00000 29600.00 INLET, C15 | | | 0131 801-03290 4.000 EACH | 236.00000 944.00| 215.00000 860.00| 195.00000 780.00 CONSTRUCTION SIGN, C | | | 0132 801-04308 11.000 EACH | 410.00000 4510.00| 375.00000 4125.00| 295.00000 3245.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0133 801-06203 1500.000 LFT | 0.75000 1125.00| 0.75000 1125.00| 0.75000 1125.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0134 801-06207 1500.000 LFT | 1.05000 1575.00| 1.05000 1575.00| 1.05000 1575.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -9 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-1878024 |J H RUDOLPH & COMPANY |E & B PAVING INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0135 801-06625 47.000 EACH | 115.00000 5405.00| 105.00000 4935.00| 115.00000 5405.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0136 801-06640 16.000 EACH | 203.00000 3248.00| 185.00000 2960.00| 115.00000 1840.00 CONSTRUCTION SIGN, A | | | 0137 801-06775 LUMP | 12000.00000 12000.00| 61358.97000 61358.97| 34250.00000 34250.00 MAINTAINING TRAFFIC | | | 0138 801-07119 192.000 LFT | 27.50000 5280.00| 24.95000 4790.40| 25.00000 4800.00 BARRICADE, III-B | | | 0139 802-05701 350.000 LFT | 13.15000 4602.50| 18.00000 6300.00| 10.76000 3766.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0140 802-07059 31.000 EACH | 33.00000 1023.00| 101.20000 3137.20| 34.89000 1081.59 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0141 802-76025 126.000 SFT | 21.00000 2646.00| 19.00000 2394.00| 17.00000 2142.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0142 802-76035 62.000 SFT | 23.25000 1441.50| 24.00000 1488.00| 19.00000 1178.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0143 808-03632 552.000 LFT | 2.25000 1242.00| 2.25000 1242.00| 2.25000 1242.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0144 808-06703 7198.000 LFT | 0.34000 2447.32| 0.34000 2447.32| 0.34000 2447.32 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0146 808-06716 500.000 LFT | 0.85000 425.00| 0.85000 425.00| 0.85000 425.00 LINE, REMOVE | | | 0147 808-74805 74.000 LFT | 17.50000 1295.00| 17.50000 1295.00| 17.50000 1295.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0148 808-75245 7233.000 LFT | 0.34000 2459.22| 0.34000 2459.22| 0.34000 2459.22 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0150 808-75278 1973.000 LFT | 1.50000 2959.50| 1.50000 2959.50| 1.50000 2959.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0151 808-75297 439.000 LFT | 2.90000 1273.10| 2.90000 1273.10| 2.90000 1273.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0153 808-75320 21.000 EACH | 51.85000 1088.85| 51.85000 1088.85| 51.85000 1088.85 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -10 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1139301 |( 3 ) 35-1878024 |J H RUDOLPH & COMPANY |E & B PAVING INC |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0155 808-75325 12.000 EACH | 74.40000 892.80| 74.40000 892.80| 74.40000 892.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0156 808-92027 6125.000 LFT | 0.68000 4165.00| 0.68000 4165.00| 0.68000 4165.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0157 802-07060 4.000 EACH | 195.00000 780.00| 200.00000 800.00| 195.00000 780.00 SIGN, SHEET, RELOCATE | | | 0158 502-06457 784.000 SYS | 36.00000 28224.00| 34.00000 26656.00| 34.00000 26656.00 PCCP, 9 IN. | | | SECTION TOTALS | $ 2,999,764.04| $ 3,177,837.00| $ 3,224,909.79 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,999,764.04| $ 3,177,837.00| $ 3,224,909.79 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -11 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057095 |( 5 ) 35-1009310 |( 6 ) 35-2040801 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 23750.00000 23750.00| 28460.00000 28460.00| 22000.00000 22000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 160.00000 320.00| 230.00000 460.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 44.000 MOS | 60.00000 2640.00| 210.00000 9240.00| 100.00000 4400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 131722.00000 131722.00| 162220.00000 162220.00| 190000.00000 190000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 90877.09000 90877.09| 130255.00000 130255.00| 57000.00000 57000.00 CLEARING RIGHT OF WAY | | | 0012 202-02240 1373.000 SYS | 4.85000 6659.05| 8.25000 11327.25| 4.00000 5492.00 PAVEMENT REMOVAL | | | 0013 202-02241 1013.000 LFT | 3.50000 3545.50| 5.00000 5065.00| 2.50000 2532.50 GUARDRAIL, REMOVE | | | 0014 202-02278 238.000 LFT | 7.60000 1808.80| 6.25000 1487.50| 10.00000 2380.00 CURB, CONCRETE, REMOVE | | | 0015 202-52710 170.000 SYS | 16.00000 2720.00| 10.25000 1742.50| 18.00000 3060.00 SIDEWALK, CONCRETE, REMOVE | | | 0016 202-74035 10.000 EACH | 50.00000 500.00| 68.50000 685.00| 65.00000 650.00 SIGN, REMOVE | | | 0017 202-92607 2.000 EACH | 100.00000 200.00| 68.50000 137.00| 65.00000 130.00 SIGN POST, CHANNEL, REMOVE | | | 0018 203-02000 26895.000 CYS | 11.66000 313595.70| 10.20000 274329.00| 19.00000 511005.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -12 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057095 |( 5 ) 35-1009310 |( 6 ) 35-2040801 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-03371 60.000 CYS | 22.00000 1320.00| 39.30000 2358.00| 22.00000 1320.00 SEDIMENT, REMOVE | | | 0020 205-06931 273.000 TON | 41.00000 11193.00| 33.30000 9090.90| 60.00000 16380.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06933 9.000 EACH | 98.00000 882.00| 103.30000 929.70| 125.00000 1125.00 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06934 34.000 TON | 427.00000 14518.00| 450.00000 15300.00| 427.00000 14518.00 TEMPORARY MULCHING | | | 0023 205-06937 3021.000 LFT | 1.35000 4078.35| 1.40000 4229.40| 2.00000 6042.00 TEMPORARY SILT FENCE | | | 0024 207-08265 2280.000 SYS | 5.20000 11856.00| 7.30000 16644.00| 13.00000 29640.00 SUBGRADE TREATMENT, TYPE IIA | | | 0025 207-08268 26384.000 SYS | 15.20000 401036.80| 11.70000 308692.80| 15.00000 395760.00 SUBGRADE TREATMENT, TYPE IV | | | 0026 211-02050 2185.000 CYS | 24.50000 53532.50| 18.50000 40422.50| 35.00000 76475.00 B BORROW | | | 0027 211-09264 476.000 CYS | 25.30000 12042.80| 35.90000 17088.40| 50.00000 23800.00 STRUCTURE BACKFILL, TYPE 1 | | | 0028 211-09265 126.000 CYS | 54.70000 6892.20| 36.00000 4536.00| 55.00000 6930.00 STRUCTURE BACKFILL, TYPE 2 | | | 0029 211-09268 351.000 CYS | 93.00000 32643.00| 89.00000 31239.00| 110.00000 38610.00 STRUCTURE BACKFILL, TYPE 5 | | | 0030 211-09268 137.000 CYS | 93.00000 12741.00| 89.00000 12193.00| 110.00000 15070.00 STRUCTURE BACKFILL, TYPE 5 , Z-ITEM | | | 0031 301-07448 1412.000 TON | 49.50000 69894.00| 28.50000 40242.00| 27.00000 38124.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0032 301-07448 107.000 TON | 40.00000 4280.00| 22.60000 2418.20| 27.00000 2889.00 COMPACTED AGGREGATE, NO. 53, BASE , | | | Z-ITEM | | | 0033 302-07455 149.000 CYS | 51.75000 7710.75| 31.50000 4693.50| 55.00000 8195.00 DENSE GRADED SUBBASE | | | 0034 303-07662 100.000 TON | 26.00000 2600.00| 22.70000 2270.00| 40.00000 4000.00 STONE , NO. 2 | | | 0035 304-07493 78.000 TON | 104.00000 8112.00| 117.20000 9141.60| 94.00000 7332.00 WIDENING WITH HMA, TYPE B | | | 0036 306-08038 1555.000 SYS | 4.50000 6997.50| 2.40000 3732.00| 4.50000 6997.50 MILLING, ASPHALT, 4 IN. | | | 0038 401-07327 1884.000 TON | 69.50000 130938.00| 78.30000 147517.20| 76.00000 143184.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -13 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057095 |( 5 ) 35-1009310 |( 6 ) 35-2040801 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 401-07397 3140.000 TON | 59.50000 186830.00| 67.10000 210694.00| 68.00000 213520.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0040 401-07407 8443.000 TON | 57.00000 481251.00| 64.25000 542462.75| 62.00000 523466.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0041 402-07432 336.000 TON | 72.50000 24360.00| 81.70000 27451.20| 82.00000 27552.00 HMA SURFACE, TYPE A | | | 0042 402-07435 681.000 TON | 75.00000 51075.00| 84.50000 57544.50| 69.00000 46989.00 HMA INTERMEDIATE, TYPE A | | | 0043 402-07440 1327.000 TON | 60.00000 79620.00| 67.60000 89705.20| 64.00000 84928.00 HMA BASE, TYPE A | | | 0044 402-07451 278.000 TON | 70.00000 19460.00| 78.90000 21934.20| 82.00000 22796.00 HMA WEDGE AND LEVEL, TYPE B | | | 0045 402-07453 142.000 TON | 100.00000 14200.00| 128.00000 18176.00| 95.00000 13490.00 HMA FOR TEMPORARY PAVEMENT | | | 0046 406-05520 20.000 TON | 550.00000 11000.00| 620.00000 12400.00| 400.00000 8000.00 ASPHALT FOR TACK COAT | | | 0048 503-05240 363.000 LFT | 9.40000 3412.20| 8.90000 3230.70| 9.40000 3412.20 D-1 CONTRACTION JOINT | | | 0049 601-01626 1.000 EACH | 1600.00000 1600.00| 1687.00000 1687.00| 1580.00000 1580.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0050 601-05999 2.000 EACH | 50.00000 100.00| 52.70000 105.40| 90.00000 180.00 CURVED TERMINAL END | | | 0051 601-94689 4.000 EACH | 2600.00000 10400.00| 2740.00000 10960.00| 2595.00000 10380.00 GUARDRAIL END TREATMENT, OS | | | 0052 601-99105 375.000 LFT | 20.00000 7500.00| 21.00000 7875.00| 21.80000 8175.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0053 601-99123 4.000 EACH | 2700.00000 10800.00| 2845.00000 11380.00| 2395.00000 9580.00 GUARDRAIL TRANSITION, GP | | | 0054 604-07894 51.000 SYS | 110.00000 5610.00| 77.60000 3957.60| 140.00000 7140.00 CURB RAMP, CONCRETE, A | | | 0055 604-07894 7.000 SYS | 110.00000 770.00| 77.60000 543.20| 140.00000 980.00 CURB RAMP, CONCRETE, A , Z-ITEM | | | 0056 604-91531 165.000 SYS | 27.85000 4595.25| 33.25000 5486.25| 43.00000 7095.00 SIDEWALK, CONCRETE, 4 IN. | | | 0057 604-91531 21.000 SYS | 27.85000 584.85| 33.25000 698.25| 43.00000 903.00 SIDEWALK, CONCRETE, 4 IN. , Z-ITEM | | | 0058 605-06120 1416.000 LFT | 9.00000 12744.00| 11.65000 16496.40| 9.00000 12744.00 CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -14 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057095 |( 5 ) 35-1009310 |( 6 ) 35-2040801 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 605-06120 254.000 LFT | 18.50000 4699.00| 7.75000 1968.50| 18.50000 4699.00 CURB, CONCRETE , MONOLITHIC | | | 0060 605-06140 8858.000 LFT | 11.55000 102309.90| 14.15000 125340.70| 11.55000 102309.90 CURB AND GUTTER, CONCRETE | | | 0061 605-06140 120.000 LFT | 11.55000 1386.00| 15.25000 1830.00| 11.55000 1386.00 CURB AND GUTTER, CONCRETE , Z-ITEM | | | 0062 605-06155 989.000 LFT | 11.45000 11324.05| 15.25000 15082.25| 11.45000 11324.05 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0063 605-94811 4.000 EACH | 350.00000 1400.00| 332.50000 1330.00| 650.00000 2600.00 CURB TURNOUT | | | 0064 605-97937 460.000 LFT | 8.75000 4025.00| 11.90000 5474.00| 8.75000 4025.00 CURB AND GUTTER, CONCRETE, ROLL | | | 0065 607-06340 666.000 LFT | 29.75000 19813.50| 28.00000 18648.00| 35.00000 23310.00 PAVED SIDE DITCH, B | | | 0066 607-06365 1308.000 LFT | 55.00000 71940.00| 46.00000 60168.00| 61.00000 79788.00 PAVED SIDE DITCH, G | | | 0067 610-07486 241.000 TON | 96.00000 23136.00| 108.15000 26064.15| 96.00000 23136.00 HMA FOR APPROACHES, TYPE A | | | 0068 610-07486 53.000 TON | 96.00000 5088.00| 108.15000 5731.95| 96.00000 5088.00 HMA FOR APPROACHES, TYPE A , Z-ITEM | | | 0069 610-08446 1916.000 SYS | 34.25000 65623.00| 31.60000 60545.60| 49.00000 93884.00 PCCP FOR APPROACHES, 6 IN. | | | 0070 611-06497 18.000 EACH | 150.00000 2700.00| 158.00000 2844.00| 135.00000 2430.00 MAILBOX ASSEMBLY, SINGLE | | | 0071 615-06505 15.000 EACH | 500.00000 7500.00| 527.00000 7905.00| 595.00000 8925.00 MONUMENT, B | | | 0072 615-06527 1.000 EACH | 400.00000 400.00| 422.00000 422.00| 495.00000 495.00 MONUMENT, SECTION CORNER | | | 0073 616-02320 177.000 SYS | 5.00000 885.00| 4.30000 761.10| 4.50000 796.50 GEOTEXTILES | | | 0074 616-02320 60.000 SYS | 5.00000 300.00| 6.90000 414.00| 4.50000 270.00 GEOTEXTILES , Z-ITEM | | | 0075 616-05688 84.000 TON | 40.00000 3360.00| 32.90000 2763.60| 60.00000 5040.00 RIPRAP, CLASS 1 | | | 0076 616-05688 42.000 TON | 39.00000 1638.00| 32.90000 1381.80| 60.00000 2520.00 RIPRAP, CLASS 1 , Z-ITEM | | | 0077 616-06405 20.000 TON | 67.75000 1355.00| 32.90000 658.00| 60.00000 1200.00 RIPRAP, REVETMENT | | | 0079 621-01004 4.000 EACH | 715.00000 2860.00| 754.00000 3016.00| 715.00000 2860.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -15 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057095 |( 5 ) 35-1009310 |( 6 ) 35-2040801 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 621-02770 992.000 SYS | 1.98000 1964.16| 2.10000 2083.20| 1.98000 1964.16 EROSION CONTROL BLANKET , COIR MATTING | | | 0081 621-04258 6.000 LBS | 310.00000 1860.00| 327.00000 1962.00| 310.00000 1860.00 SEED MIXTURE , SWALE SEED MIX | | | 0082 621-06545 2.000 TON | 715.00000 1430.00| 755.00000 1510.00| 715.00000 1430.00 FERTILIZER | | | 0083 621-06554 620.000 LBS | 4.40000 2728.00| 4.65000 2883.00| 4.40000 2728.00 SEED MIXTURE, U | | | 0084 621-06557 2040.000 LBS | 1.55000 3162.00| 1.65000 3366.00| 1.55000 3162.00 SEED MIXTURE, T | | | 0085 621-06565 8.000 TON | 540.00000 4320.00| 570.00000 4560.00| 540.00000 4320.00 MULCHING MATERIAL | | | 0086 621-06567 52.000 kGAL | 1.00000 52.00| 1.00000 52.00| 1.00000 52.00 WATER | | | 0087 621-06574 919.000 SYS | 2.94000 2701.86| 2.90000 2665.10| 2.70000 2481.30 SODDING | | | 0088 621-06575 11890.000 SYS | 2.94000 34956.60| 2.90000 34481.00| 2.70000 32103.00 SODDING, NURSERY | | | 0089 624-92647 0.200 ACRE | 1525.00000 305.00| 1610.00000 322.00| 1525.00000 305.00 HERBICIDE TREATMENT | | | 0090 628-09402 22.000 MOS | 1600.00000 35200.00| 1690.00000 37180.00| 2500.00000 55000.00 FIELD OFFICE, B | | | 0091 628-09407 22.000 MOS | 150.00000 3300.00| 211.00000 4642.00| 210.00000 4620.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0092 702-90915 37.000 CYS | 405.00000 14985.00| 535.00000 19795.00| 485.00000 17945.00 CONCRETE, A | | | 0093 702-94656 15.000 CYS | 508.00000 7620.00| 545.00000 8175.00| 400.00000 6000.00 CONCRETE, B | | | 0094 703-51030 3560.000 LBS | 1.25000 4450.00| 1.40000 4984.00| 1.50000 5340.00 REINFORCING STEEL | | | 0095 704-04850 162.000 SYS | 50.00000 8100.00| 35.50000 5751.00| 50.00000 8100.00 CONCRETE , EXPOSED AGGREGATE | | | 0096 714-06279 224.000 LFT | 381.00000 85344.00| 365.00000 81760.00| 400.00000 89600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 3 FT. | | | 0097 714-06279 88.000 LFT | 385.00000 33880.00| 362.00000 31856.00| 400.00000 35200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 3 FT. , Z-ITEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -16 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057095 |( 5 ) 35-1009310 |( 6 ) 35-2040801 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 715-05024 60.000 LFT | 97.25000 5835.00| 95.00000 5700.00| 95.00000 5700.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0099 715-05119 134.000 LFT | 46.50000 6231.00| 39.30000 5266.20| 49.00000 6566.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0100 715-05129 98.000 LFT | 147.00000 14406.00| 138.60000 13582.80| 160.00000 15680.00 PIPE, TYPE 1, CIRCULAR, 54 IN. | | | 0101 715-05149 1436.000 LFT | 44.25000 63543.00| 36.20000 51983.20| 49.00000 70364.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0102 715-05151 294.000 LFT | 46.75000 13744.50| 39.90000 11730.60| 49.00000 14406.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0103 715-05152 247.000 LFT | 49.50000 12226.50| 40.90000 10102.30| 66.00000 16302.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0104 715-05153 10.000 LFT | 76.30000 763.00| 74.90000 749.00| 71.00000 710.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0105 715-05156 74.000 LFT | 70.35000 5205.90| 39.40000 2915.60| 75.00000 5550.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0106 715-05169 43.000 LFT | 46.80000 2012.40| 42.40000 1823.20| 53.00000 2279.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0107 715-05408 468.000 LFT | 47.50000 22230.00| 36.10000 16894.80| 50.00000 23400.00 PIPE, SANITARY SEWER, 8 IN. | | | 0108 715-05711 33.000 LFT | 30.00000 990.00| 58.50000 1930.50| 86.00000 2838.00 PIPE, SANITARY SEWER, 6 IN. | | | 0109 715-06492 1.000 EACH | 1570.00000 1570.00| 2235.00000 2235.00| 2600.00000 2600.00 CONCRETE ANCHOR, 54 IN. | | | 0110 715-08305 92.000 TON | 125.00000 11500.00| 140.60000 12935.20| 100.00000 9200.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0111 715-09064 1933.000 LFT | 1.70000 3286.10| 1.80000 3479.40| 1.75000 3382.75 VIDEO INSPECTION FOR PIPE | | | 0112 715-46000 10.000 EACH | 230.00000 2300.00| 457.00000 4570.00| 440.00000 4400.00 PIPE END SECTION, 12 IN. | | | 0113 715-46005 6.000 EACH | 260.00000 1560.00| 468.00000 2808.00| 450.00000 2700.00 PIPE END SECTION, 15 IN. | | | 0114 715-46015 1.000 EACH | 330.00000 330.00| 730.00000 730.00| 670.00000 670.00 PIPE END SECTION, 21 IN. | | | 0115 715-46030 2.000 EACH | 525.00000 1050.00| 835.00000 1670.00| 860.00000 1720.00 PIPE END SECTION, 30 IN. | | | 0116 715-46040 1.000 EACH | 710.00000 710.00| 990.00000 990.00| 950.00000 950.00 PIPE END SECTION, 36 IN. | | | 0117 720-03194 1.000 EACH | 1200.00000 1200.00| 942.00000 942.00| 390.00000 390.00 MANHOLE , CORE DRILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -17 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057095 |( 5 ) 35-1009310 |( 6 ) 35-2040801 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 720-45030 2.000 EACH | 1225.00000 2450.00| 1620.00000 3240.00| 2100.00000 4200.00 INLET, E7 | | | 0119 720-45035 1.000 EACH | 1225.00000 1225.00| 1760.00000 1760.00| 2100.00000 2100.00 INLET, F7 | | | 0120 720-45040 1.000 EACH | 1430.00000 1430.00| 3100.00000 3100.00| 2800.00000 2800.00 INLET, G7 | | | 0121 720-45045 1.000 EACH | 1560.00000 1560.00| 1900.00000 1900.00| 2300.00000 2300.00 INLET, J10 | | | 0122 720-45055 3.000 EACH | 1560.00000 4680.00| 2395.00000 7185.00| 2300.00000 6900.00 INLET, M10 | | | 0123 720-45135 1.000 EACH | 1225.00000 1225.00| 2395.00000 2395.00| 2100.00000 2100.00 INLET, F7, MODIFIED | | | 0124 720-45270 4.000 EACH | 1220.00000 4880.00| 1875.00000 7500.00| 2300.00000 9200.00 PIPE CATCH BASIN, 18 IN. | | | 0125 720-45275 1.000 EACH | 1650.00000 1650.00| 2110.00000 2110.00| 2600.00000 2600.00 PIPE CATCH BASIN, 24 IN. | | | 0126 720-45510 2.000 EACH | 1600.00000 3200.00| 2405.00000 4810.00| 3900.00000 7800.00 MANHOLE, C4, MODIFIED , SANITARY | | | 0127 720-93409 5.000 EACH | 2120.00000 10600.00| 2550.00000 12750.00| 2800.00000 14000.00 INLET, B15, MODIFIED | | | 0128 720-93411 9.000 EACH | 2120.00000 19080.00| 2735.00000 24615.00| 2800.00000 25200.00 INLET, C15, MODIFIED | | | 0129 720-98174 7.000 EACH | 2120.00000 14840.00| 2550.00000 17850.00| 2800.00000 19600.00 INLET, B15 | | | 0130 720-98555 8.000 EACH | 2120.00000 16960.00| 2690.00000 21520.00| 2800.00000 22400.00 INLET, C15 | | | 0131 801-03290 4.000 EACH | 215.00000 860.00| 240.00000 960.00| 195.00000 780.00 CONSTRUCTION SIGN, C | | | 0132 801-04308 11.000 EACH | 375.00000 4125.00| 416.00000 4576.00| 295.00000 3245.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0133 801-06203 1500.000 LFT | 0.75000 1125.00| 0.90000 1350.00| 0.45000 675.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0134 801-06207 1500.000 LFT | 1.05000 1575.00| 1.15000 1725.00| 1.40000 2100.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0135 801-06625 47.000 EACH | 105.00000 4935.00| 116.50000 5475.50| 115.00000 5405.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0136 801-06640 16.000 EACH | 185.00000 2960.00| 205.00000 3280.00| 115.00000 1840.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -18 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057095 |( 5 ) 35-1009310 |( 6 ) 35-2040801 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0137 801-06775 LUMP | 16475.00000 16475.00| 23275.00000 23275.00| 102439.32000 102439.32 MAINTAINING TRAFFIC | | | 0138 801-07119 192.000 LFT | 24.95000 4790.40| 27.70000 5318.40| 25.00000 4800.00 BARRICADE, III-B | | | 0139 802-05701 350.000 LFT | 18.00000 6300.00| 19.00000 6650.00| 10.76000 3766.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0140 802-07059 31.000 EACH | 85.00000 2635.00| 79.00000 2449.00| 75.00000 2325.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0141 802-76025 126.000 SFT | 19.00000 2394.00| 20.00000 2520.00| 17.00000 2142.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0142 802-76035 62.000 SFT | 24.00000 1488.00| 25.30000 1568.60| 19.00000 1178.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0143 808-03632 552.000 LFT | 2.25000 1242.00| 2.50000 1380.00| 1.50000 828.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0144 808-06703 7198.000 LFT | 0.34000 2447.32| 0.40000 2879.20| 0.42000 3023.16 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0146 808-06716 500.000 LFT | 0.85000 425.00| 0.95000 475.00| 1.00000 500.00 LINE, REMOVE | | | 0147 808-74805 74.000 LFT | 17.50000 1295.00| 19.50000 1443.00| 20.00000 1480.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0148 808-75245 7233.000 LFT | 0.34000 2459.22| 0.40000 2893.20| 0.42000 3037.86 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0150 808-75278 1973.000 LFT | 1.50000 2959.50| 1.70000 3354.10| 3.90000 7694.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0151 808-75297 439.000 LFT | 2.90000 1273.10| 3.25000 1426.75| 5.90000 2590.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0153 808-75320 21.000 EACH | 51.85000 1088.85| 57.50000 1207.50| 60.00000 1260.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0155 808-75325 12.000 EACH | 74.40000 892.80| 82.50000 990.00| 70.00000 840.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 291 -19 TABULATION OF BIDS ROUTE : LINCOLN AVENUE CALL ORDER : 291 CONTRACT ID : R -30475-A COUNTIES : WARRICK LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057095 |( 5 ) 35-1009310 |( 6 ) 35-2040801 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0156 808-92027 6125.000 LFT | 0.68000 4165.00| 0.75000 4593.75| 0.84000 5145.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0157 802-07060 4.000 EACH | 100.00000 400.00| 205.50000 822.00| 195.00000 780.00 SIGN, SHEET, RELOCATE | | | 0158 502-06457 784.000 SYS | 41.00000 32144.00| 37.70000 29556.80| 56.00000 43904.00 PCCP, 9 IN. | | | SECTION TOTALS | $ 3,230,433.00| $ 3,305,117.65| $ 3,799,500.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,230,433.00| $ 3,305,117.65| $ 3,799,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 361 -1 VENDOR RANKING CALL ORDER : 361 CONTRACT ID : RS-28656-A COUNTIES : GREENE OWEN LETTING DATE : 01/14/09 10:00 AM DISTRICT : 66 CONTRACT TIME : 09/26/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5328007 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO LLC $ 3,087,523.92 100.0000% 2 35-1357381 O`MARA DAVE CONTRACTOR $ 3,367,375.50 109.0639% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 361 -2 TABULATION OF BIDS ROUTE : 43 CALL ORDER : 361 CONTRACT ID : RS-28656-A COUNTIES : GREENE OWEN LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |O`MARA DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 3242.00000 3242.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 75.00000 150.00| 150.00000 300.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 75.00000 1800.00| 70.00000 1680.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 86262.00000 86262.00| 122310.00000 122310.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02241 285.000 LFT | 2.25000 641.25| 2.45000 698.25| GUARDRAIL, REMOVE | | | 0012 202-93741 20.000 EACH | 298.19000 5963.80| 375.00000 7500.00| GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-02000 504.000 CYS | 14.00000 7056.00| 35.00000 17640.00| EXCAVATION, COMMON | | | 0014 203-02070 126.000 CYS | 17.00000 2142.00| 65.00000 8190.00| BORROW | | | 0015 211-02050 30.000 CYS | 47.00000 1410.00| 53.00000 1590.00| B BORROW | | | 0016 211-09265 69.000 CYS | 41.00000 2829.00| 40.00000 2760.00| STRUCTURE BACKFILL, TYPE 2 | | | 0017 211-09268 102.200 CYS | 72.50000 7409.50| 90.00000 9198.00| STRUCTURE BACKFILL, TYPE 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 361 -3 TABULATION OF BIDS ROUTE : 43 CALL ORDER : 361 CONTRACT ID : RS-28656-A COUNTIES : GREENE OWEN LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |O`MARA DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 214-07202 1500.000 SYS | 2.25000 3375.00| 3.50000 5250.00| GEOGRID, I | | | 0019 303-01180 3535.000 TON | 18.00000 63630.00| 21.75000 76886.25| COMPACTED AGGREGATE, NO. 53 | | | 0020 304-07490 5875.000 TON | 55.08000 323595.00| 70.00000 411250.00| HMA PATCHING, TYPE B | | | 0021 306-08033 150000.000 SYS | 0.49000 73500.00| 0.55000 82500.00| MILLING, ASPHALT, 1 IN. | | | 0022 306-08043 7000.000 SYS | 0.59000 4130.00| 0.55000 3850.00| MILLING, TRANSITION | | | 0023 306-08432 8325.000 SYS | 0.59000 4911.75| 0.55000 4578.75| MILLING, APPROACH | | | 0024 401-06264 LUMP | 8909.76000 8909.76| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0025 401-07321 12800.000 TON | 54.97000 703616.00| 54.50000 697600.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0026 401-07371 17000.000 TON | 49.24000 837080.00| 49.00000 833000.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0027 402-07451 5200.000 TON | 50.46000 262392.00| 51.25000 266500.00| HMA WEDGE AND LEVEL, TYPE B | | | 0028 406-05520 100.000 TON | 480.00000 48000.00| 450.00000 45000.00| ASPHALT FOR TACK COAT | | | 0029 601-01625 2.000 EACH | 1550.00000 3100.00| 1700.00000 3400.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-01626 2.000 EACH | 1550.00000 3100.00| 1700.00000 3400.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0031 601-01701 1.000 EACH | 1725.00000 1725.00| 1900.00000 1900.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0032 601-01839 2.000 EACH | 1800.00000 3600.00| 1980.00000 3960.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0033 601-01846 3.000 EACH | 1655.00000 4965.00| 1800.00000 5400.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0034 601-05586 1.000 EACH | 2140.00000 2140.00| 2350.00000 2350.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 361 -4 TABULATION OF BIDS ROUTE : 43 CALL ORDER : 361 CONTRACT ID : RS-28656-A COUNTIES : GREENE OWEN LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |O`MARA DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 601-06035 2025.000 LFT | 6.65000 13466.25| 7.00000 14175.00| GUARDRAIL, RESET | | | 0036 601-06037 1.000 EACH | 900.00000 900.00| 1500.00000 1500.00| GUARDRAIL END TREATMENT, I | | | 0037 601-06854 2.000 EACH | 2775.00000 5550.00| 3000.00000 6000.00| GUARDRAIL, W-BEAM, NESTED | | | 0038 601-94689 21.000 EACH | 2550.00000 53550.00| 3500.00000 73500.00| GUARDRAIL END TREATMENT, OS | | | 0039 601-95300 4.000 EACH | 130.00000 520.00| 140.00000 560.00| CONNECTOR, A S | | | 0040 601-99105 848.000 LFT | 18.65000 15815.20| 20.00000 16960.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 610-07487 1850.000 TON | 73.01000 135068.50| 82.00000 151700.00| HMA FOR APPROACHES, TYPE B | | | 0042 616-02320 1650.000 SYS | 2.00000 3300.00| 2.50000 4125.00| GEOTEXTILES | | | 0043 616-05688 60.000 TON | 28.00000 1680.00| 49.00000 2940.00| RIPRAP, CLASS 1 | | | 0044 616-05689 90.000 TON | 29.00000 2610.00| 47.50000 4275.00| RIPRAP, CLASS 2 | | | 0045 616-06405 25.000 TON | 33.00000 825.00| 55.00000 1375.00| RIPRAP, REVETMENT | | | 0046 621-01004 2.000 EACH | 300.00000 600.00| 750.00000 1500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06559 500.000 SYS | 2.90000 1450.00| 2.50000 1250.00| MULCHED SEEDING, R | | | 0048 628-09402 12.000 MOS | 1700.00000 20400.00| 1650.00000 19800.00| FIELD OFFICE, B | | | 0049 628-09407 12.000 MOS | 225.00000 2700.00| 220.00000 2640.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL 1 EACH | | | 0050 714-01633 44.000 LFT | 656.00000 28864.00| 610.00000 26840.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 9 FT X 5 FT | | | 0051 714-93978 32.000 LFT | 303.00000 9696.00| 335.00000 10720.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 2 FT. | | | 0052 715-05048 10.000 LFT | 28.00000 280.00| 7.50000 75.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 361 -5 TABULATION OF BIDS ROUTE : 43 CALL ORDER : 361 CONTRACT ID : RS-28656-A COUNTIES : GREENE OWEN LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |O`MARA DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 715-05119 38.000 LFT | 62.00000 2356.00| 115.00000 4370.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0054 715-05121 92.000 LFT | 49.00000 4508.00| 105.00000 9660.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0055 715-05123 115.000 LFT | 71.00000 8165.00| 126.00000 14490.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0056 715-08305 64.600 TON | 160.00000 10336.00| 130.00000 8398.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0057 725-03407 38.000 LFT | 1035.22000 39338.36| 1135.00000 43130.00| PIPE LINER, POLYETHYLENE, 72 IN. | | | 0058 725-06859 74.000 LFT | 457.78000 33875.72| 500.00000 37000.00| PIPE LINER, THERMOPLASTIC, 48 IN. | | | 0059 725-08642 120.000 LFT | 489.75000 58770.00| 525.00000 63000.00| PIPE LINER, THERMOPLASTIC, MIN. AREA 17 | | | 6 SFT. | | | 0060 725-09299 44.000 LFT | 868.42000 38210.48| 935.00000 41140.00| PIPE LINER, THERMOPLASTIC, 23.2 SFT. | | | 0061 801-03290 4.000 EACH | 200.00000 800.00| 210.00000 840.00| CONSTRUCTION SIGN, C | | | 0062 801-04308 4.000 EACH | 360.00000 1440.00| 325.00000 1300.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06207 23100.000 LFT | 0.60000 13860.00| 1.10000 25410.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0064 801-06625 30.000 EACH | 89.00000 2670.00| 120.00000 3600.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 60.000 EACH | 165.00000 9900.00| 125.00000 7500.00| CONSTRUCTION SIGN, A | | | 0066 801-06775 LUMP | 37400.00000 37400.00| 68000.00000 68000.00| MAINTAINING TRAFFIC | | | 0067 801-07118 80.000 LFT | 12.00000 960.00| 22.00000 1760.00| BARRICADE, III-A | | | 0068 801-07119 20.000 LFT | 13.00000 260.00| 27.00000 540.00| BARRICADE, III-B | | | 0069 808-06712 625.000 LFT | 0.11000 68.75| 0.13000 81.25| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0070 808-06713 127000.000 LFT | 0.11000 13970.00| 0.13000 16510.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0071 808-06714 121000.000 LFT | 0.11000 13310.00| 0.13000 15730.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 361 -6 TABULATION OF BIDS ROUTE : 43 CALL ORDER : 361 CONTRACT ID : RS-28656-A COUNTIES : GREENE OWEN LETTING DATE : 01/14/09 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-1357381 |( ) |WABASH VALLEY ASPHALT CO LLC |O`MARA DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 808-75215 47.000 LFT | 3.20000 150.40| 11.00000 517.00| LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0073 808-75297 60.000 LFT | 23.00000 1380.00| 11.00000 660.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0074 808-75996 1564.000 EACH | 4.00000 6256.00| 4.25000 6647.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0075 808-75998 1564.000 EACH | 13.80000 21583.20| 15.00000 23460.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,087,523.92| $ 3,367,375.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,087,523.92| $ 3,367,375.50| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 371 -1 VENDOR RANKING CALL ORDER : 371 CONTRACT ID : RS-30342-A COUNTIES : LAKE LETTING DATE : 01/14/09 10:00 AM DISTRICT : 64 CONTRACT TIME : 06/30/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710028 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 38-2066594 AGGREGATE INDUSTRIES CENTRAL REGION $ 661,674.95 100.0000% 2 35-1120685 WALSH & KELLY INC $ 663,881.09 100.3334% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 761,097.35 115.0259% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 371 -2 TABULATION OF BIDS ROUTE : 51 CALL ORDER : 371 CONTRACT ID : RS-30342-A COUNTIES : LAKE LETTING DATE : 01/14/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-2066594 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |AGGREGATE INDUSTRIES CENTRAL |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 3500.00000 3500.00| 3897.08000 3897.08 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 150.00000 300.00| 175.00000 350.00| 98.74000 197.48 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 10.000 MOS | 125.00000 1250.00| 175.00000 1750.00| 65.82000 658.20 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 9350.00000 9350.00| 33300.00000 33300.00| 38054.57000 38054.57 MOBILIZATION AND DEMOBILIZATION | | | 0011 303-07449 65.000 TON | 60.00000 3900.00| 60.00000 3900.00| 112.43000 7307.95 COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07491 300.000 TON | 171.50000 51450.00| 180.00000 54000.00| 258.28000 77484.00 HMA PATCHING, TYPE C | | | 0013 306-08034 53500.000 SYS | 1.24000 66340.00| 0.85000 45475.00| 1.07000 57245.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0014 306-08432 6158.000 SYS | 2.10000 12931.80| 1.90000 11700.20| 7.52000 46308.16 MILLING, APPROACH | | | 0015 401-06264 LUMP | 5500.00000 5500.00| 4000.00000 4000.00| 4172.93000 4172.93 PROFILOGRAPH, HMA | | | 0016 401-07328 3500.000 TON | 86.21000 301735.00| 75.00000 262500.00| 84.70000 296450.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0017 402-07432 1000.000 TON | 73.30000 73300.00| 76.00000 76000.00| 76.72000 76720.00 HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 371 -3 TABULATION OF BIDS ROUTE : 51 CALL ORDER : 371 CONTRACT ID : RS-30342-A COUNTIES : LAKE LETTING DATE : 01/14/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-2066594 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |AGGREGATE INDUSTRIES CENTRAL |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 406-05520 15.000 TON | 887.33000 13309.95| 1000.00000 15000.00| 343.71000 5155.65 ASPHALT FOR TACK COAT | | | 0019 412-09355 1600.000 SYS | 0.31000 496.00| 3.00000 4800.00| 1.35000 2160.00 FOG SEAL | | | 0020 610-07486 510.000 TON | 82.02000 41830.20| 110.00000 56100.00| 131.56000 67095.60 HMA FOR APPROACHES, TYPE A | | | 0021 615-06520 1.000 EACH | 1500.00000 1500.00| 400.00000 400.00| 500.00000 500.00 MONUMENT, RE-ESTABLISH | | | 0022 628-09401 5.000 MOS | 1270.00000 6350.00| 3000.00000 15000.00| 3543.88000 17719.40 FIELD OFFICE, A | | | 0023 801-03290 4.000 EACH | 105.00000 420.00| 155.00000 620.00| 155.00000 620.00 CONSTRUCTION SIGN, C | | | 0024 801-06640 30.000 EACH | 80.00000 2400.00| 105.00000 3150.00| 105.00000 3150.00 CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP | 9000.00000 9000.00| 25000.00000 25000.00| 516.08000 516.08 MAINTAINING TRAFFIC | | | 0026 805-02503 640.000 LFT | 0.35000 224.00| 0.35000 224.00| 0.35000 224.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0027 805-78785 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00 SIGNAL DETECTOR HOUSING | | | 0028 805-78795 160.000 LFT | 9.00000 1440.00| 9.00000 1440.00| 9.00000 1440.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0029 808-06701 960.000 LFT | 0.30000 288.00| 0.30000 288.00| 0.30000 288.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0030 808-06703 27918.000 LFT | 0.30000 8375.40| 0.30000 8375.40| 0.30000 8375.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0031 808-75240 2278.000 LFT | 0.30000 683.40| 0.30000 683.40| 0.30000 683.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0032 808-75245 11944.000 LFT | 0.30000 3583.20| 0.30000 3583.20| 0.30000 3583.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0033 808-75274 150.000 LFT | 1.50000 225.00| 1.20000 180.00| 1.20000 180.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0034 808-75297 375.000 LFT | 4.50000 1687.50| 3.50000 1312.50| 3.50000 1312.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 371 -4 TABULATION OF BIDS ROUTE : 51 CALL ORDER : 371 CONTRACT ID : RS-30342-A COUNTIES : LAKE LETTING DATE : 01/14/09 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-2066594 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |AGGREGATE INDUSTRIES CENTRAL |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 808-75300 186.000 LFT | 1.50000 279.00| 0.94000 174.84| 0.94000 174.84 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0036 808-75320 14.000 EACH | 50.00000 700.00| 64.00000 896.00| 64.00000 896.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0037 808-75325 10.000 EACH | 65.00000 650.00| 92.00000 920.00| 92.00000 920.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0038 808-75996 295.000 EACH | 10.15000 2994.25| 5.00000 1475.00| 4.42000 1303.90 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0039 808-75998 295.000 EACH | 19.75000 5826.25| 19.29000 5690.55| 19.29000 5690.55 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0040 801-06207 18600.000 LFT | 1.25000 23250.00| 0.75000 13950.00| 1.25000 23250.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0041 801-06710 40.000 DAY | 12.50000 500.00| 9.30000 372.00| 9.30000 372.00 FLASHING ARROW SIGN | | | 0042 801-06211 6.000 EACH | 35.00000 210.00| 75.00000 450.00| 1.25000 7.50 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0043 801-09133 2.000 EACH | 1995.00000 3990.00| 1995.00000 3990.00| 1995.00000 3990.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0044 720-44000 2.000 EACH | 200.00000 400.00| 375.00000 750.00| 806.48000 1612.96 CASTING, ADJUST TO GRADE | | | 0045 801-06218 300.000 LFT | 5.00000 1500.00| 5.25000 1575.00| 1.25000 375.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | SECTION TOTALS | $ 661,674.95| $ 663,881.09| $ 761,097.35 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 661,674.95| $ 663,881.09| $ 761,097.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 401 -1 VENDOR RANKING CALL ORDER : 401 CONTRACT ID : B -27597-A COUNTIES : FRANKLIN LETTING DATE : 01/14/09 10:00 AM DISTRICT : 65 CONTRACT TIME : 09/26/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9924010 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 DUNCAN ROBERTSON INC $ 311,080.34 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO INC $ 448,779.57 144.2648% 3 31-0889208 THE RIGHTER COMPANY INC $ 478,800.00 153.9152% 4 35-1801998 CLR INC $ 528,999.50 170.0524% 5 35-1917625 MILESTONE CONTRACTORS LP $ 541,700.00 174.1351% 6 35-1128289 BEATY CONSTRUCTION INC $ 644,518.02 207.1870% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 856,242.97 275.2482% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 401 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 401 CONTRACT ID : B -27597-A COUNTIES : FRANKLIN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 31-0889208 |DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |THE RIGHTER COMPANY 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 | 7500.00000 7500.00| 3990.00000 3990.00| 3900.00000 3900.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 | 16000.00000 16000.00| 22439.30000 22439.30| 23500.00000 23500.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 3000.00000 3000.00| 6000.00000 6000.00| 4700.00000 4700.00 CLEARING RIGHT OF WAY | | | 0008 202-51328 LUMP | 17500.00000 17500.00| 22773.05000 22773.05| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 203-02000 1344.000 CYS | 19.00000 25536.00| 13.55000 18211.20| 20.00000 26880.00 EXCAVATION, COMMON | | | 0010 205-06932 126.000 LFT | 4.00000 504.00| 8.00000 1008.00| 10.00000 1260.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06937 1000.000 LFT | 1.00000 1000.00| 1.25000 1250.00| 1.75000 1750.00 TEMPORARY SILT FENCE | | | 0012 210-05721 LUMP | 3250.00000 3250.00| 13534.92000 13534.92| 6000.00000 6000.00 FIRE RETARDANT TREATMENT | | | 0013 210-05801 184.000 LFT | 10.00000 1840.00| 31.20000 5740.80| 20.00000 3680.00 REPLACE , WOOD BRIDGE RAIL | | | 0014 210-05813 LUMP | 8000.00000 8000.00| 10000.00000 10000.00| 8500.00000 8500.00 PAINT , COVERED BRIDGE | | | 0015 210-06752 1.000 EACH | 214.50000 214.50| 195.00000 195.00| 195.00000 195.00 INSTALL , HISTORICAL MARKER | | | 0016 210-06984 1.000 EACH | 500.00000 500.00| 145.12000 145.12| 250.00000 250.00 ADJUST , FIELD DRAIN | | | 0017 301-07448 1280.000 TON | 22.00000 28160.00| 17.86000 22860.80| 25.00000 32000.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-01180 130.000 TON | 29.00000 3770.00| 40.21000 5227.30| 25.00000 3250.00 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 401 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 401 CONTRACT ID : B -27597-A COUNTIES : FRANKLIN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 31-0889208 |DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |THE RIGHTER COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07432 139.000 TON | 116.60000 16207.40| 104.20000 14483.80| 83.00000 11537.00 HMA SURFACE, TYPE A | | | 0020 402-07435 231.000 TON | 85.80000 19819.80| 78.00000 18018.00| 80.00000 18480.00 HMA INTERMEDIATE, TYPE A | | | 0021 406-05521 1679.000 SYS | 0.05000 83.95| 0.05000 83.95| 0.20000 335.80 ASPHALT FOR TACK COAT | | | 0022 601-05399 LUMP | 8750.00000 8750.00| 11373.25000 11373.25| 10000.00000 10000.00 GUARDRAIL | | | 0023 610-07486 33.000 TON | 116.60000 3847.80| 104.20000 3438.60| 120.00000 3960.00 HMA FOR APPROACHES, TYPE A | | | 0024 616-02320 220.000 SYS | 3.00000 660.00| 3.53000 776.60| 3.00000 660.00 GEOTEXTILES | | | 0025 616-05689 110.000 TON | 30.00000 3300.00| 37.64000 4140.40| 40.00000 4400.00 RIPRAP, CLASS 2 | | | 0026 616-06405 80.000 TON | 30.00000 2400.00| 33.35000 2668.00| 40.00000 3200.00 RIPRAP, REVETMENT | | | 0027 621-06559 3050.000 SYS | 1.75000 5337.50| 0.95000 2897.50| 1.75000 5337.50 MULCHED SEEDING, R | | | 0028 621-06574 35.000 SYS | 10.00000 350.00| 35.00000 1225.00| 20.00000 700.00 SODDING | | | 0029 628-09402 8.000 MOS | 1000.00000 8000.00| 1412.88000 11303.04| 1000.00000 8000.00 FIELD OFFICE, B | | | 0030 708-05394 LUMP | 1500.00000 1500.00| 4883.90000 4883.90| 6000.00000 6000.00 REPAIR , END SIDING AND TRIM | | | 0031 708-05394 LUMP | 1200.00000 1200.00| 2727.28000 2727.28| 3000.00000 3000.00 REPAIR , FLOOR BEAM BRACING | | | 0032 708-05394 LUMP | 1750.00000 1750.00| 4883.90000 4883.90| 6000.00000 6000.00 REPAIR , FRAMING | | | 0033 708-05394 LUMP | 45000.00000 45000.00| 84780.04000 84780.04| 131342.41000 131342.41 REPAIR , TRUSS | | | 0034 710-51870 600.000 SFT | 19.00000 11400.00| 10.00000 6000.00| 5.00000 3000.00 REPOINTING MASONRY IN STRUCTURES | | | 0035 711-05395 29.000 EACH | 725.00000 21025.00| 1134.58000 32902.82| 1100.00000 31900.00 REPLACE , FLOOR BEAMS, STEEL | | | 0036 711-05395 8.000 EACH | 150.00000 1200.00| 427.57000 3420.56| 2000.00000 16000.00 REPLACE , FLOOR BEAMS, WOOD | | | 0037 711-05395 30.000 EACH | 18.00000 540.00| 73.04000 2191.20| 60.00000 1800.00 REPLACE , SHAKES | | | 0038 711-05396 LUMP | 18120.00000 18120.00| 58546.90000 58546.90| 25000.00000 25000.00 REPLACE , DECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 401 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 401 CONTRACT ID : B -27597-A COUNTIES : FRANKLIN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 31-0889208 |DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |THE RIGHTER COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 711-05396 LUMP | 1250.00000 1250.00| 951.63000 951.63| 2500.00000 2500.00 REPLACE , RIDGE CAP | | | 0040 711-05396 LUMP | 8000.00000 8000.00| 29865.76000 29865.76| 25000.00000 25000.00 REPLACE , SIDING | | | 0041 715-05119 69.000 LFT | 30.00000 2070.00| 39.22000 2706.18| 50.00000 3450.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0042 715-46005 4.000 EACH | 450.00000 1800.00| 350.87000 1403.48| 400.00000 1600.00 PIPE END SECTION, 15 IN. | | | 0043 801-04308 4.000 EACH | 324.50000 1298.00| 295.00000 1180.00| 295.00000 1180.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06625 11.000 EACH | 126.50000 1391.50| 115.00000 1265.00| 115.00000 1265.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 5.000 EACH | 275.00000 1375.00| 250.00000 1250.00| 250.00000 1250.00 CONSTRUCTION SIGN, A | | | 0046 801-07118 72.000 LFT | 27.50000 1980.00| 25.00000 1800.00| 25.00000 1800.00 BARRICADE, III-A | | | 0047 802-76025 127.100 SFT | 21.90000 2783.49| 19.90000 2529.29| 19.90000 2529.29 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0048 802-76055 240.000 LFT | 5.45000 1308.00| 4.95000 1188.00| 4.95000 1188.00 SIGN POST, A | | | 0049 808-06713 1650.000 LFT | 0.30000 495.00| 0.28000 462.00| 0.28000 462.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0050 808-06726 9.000 LFT | 6.60000 59.40| 6.00000 54.00| 6.00000 54.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 311,080.34| $ 448,779.57| $ 478,800.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 311,080.34| $ 448,779.57| $ 478,800.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 401 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 401 CONTRACT ID : B -27597-A COUNTIES : FRANKLIN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1801998 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |CLR INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION 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 | 4225.00000 4225.00| 7500.00000 7500.00| 3550.00000 3550.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 | 26500.00000 26500.00| 32000.00000 32000.00| 32225.00000 32225.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 5300.00000 5300.00| 7000.00000 7000.00| 6500.00000 6500.00 CLEARING RIGHT OF WAY | | | 0008 202-51328 LUMP | 24000.00000 24000.00| 42000.00000 42000.00| 27403.64000 27403.64 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 203-02000 1344.000 CYS | 15.20000 20428.80| 25.00000 33600.00| 18.50000 24864.00 EXCAVATION, COMMON | | | 0010 205-06932 126.000 LFT | 15.00000 1890.00| 8.20000 1033.20| 12.00000 1512.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06937 1000.000 LFT | 2.20000 2200.00| 2.00000 2000.00| 2.00000 2000.00 TEMPORARY SILT FENCE | | | 0012 210-05721 LUMP | 8700.00000 8700.00| 10500.00000 10500.00| 41000.00000 41000.00 FIRE RETARDANT TREATMENT | | | 0013 210-05801 184.000 LFT | 24.50000 4508.00| 25.00000 4600.00| 12.00000 2208.00 REPLACE , WOOD BRIDGE RAIL | | | 0014 210-05813 LUMP | 17345.00000 17345.00| 15800.00000 15800.00| 16750.00000 16750.00 PAINT , COVERED BRIDGE | | | 0015 210-06752 1.000 EACH | 225.00000 225.00| 400.00000 400.00| 500.00000 500.00 INSTALL , HISTORICAL MARKER | | | 0016 210-06984 1.000 EACH | 925.00000 925.00| 400.00000 400.00| 500.00000 500.00 ADJUST , FIELD DRAIN | | | 0017 301-07448 1280.000 TON | 17.00000 21760.00| 21.00000 26880.00| 18.25000 23360.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-01180 130.000 TON | 39.00000 5070.00| 30.00000 3900.00| 34.25000 4452.50 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 401 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 401 CONTRACT ID : B -27597-A COUNTIES : FRANKLIN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1801998 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |CLR INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07432 139.000 TON | 118.00000 16402.00| 102.00000 14178.00| 90.00000 12510.00 HMA SURFACE, TYPE A | | | 0020 402-07435 231.000 TON | 87.00000 20097.00| 85.00000 19635.00| 90.00000 20790.00 HMA INTERMEDIATE, TYPE A | | | 0021 406-05521 1679.000 SYS | 0.05000 83.95| 0.15000 251.85| 0.30000 503.70 ASPHALT FOR TACK COAT | | | 0022 601-05399 LUMP | 12000.00000 12000.00| 14500.00000 14500.00| 16200.00000 16200.00 GUARDRAIL | | | 0023 610-07486 33.000 TON | 119.00000 3927.00| 135.00000 4455.00| 135.00000 4455.00 HMA FOR APPROACHES, TYPE A | | | 0024 616-02320 220.000 SYS | 10.00000 2200.00| 3.00000 660.00| 3.00000 660.00 GEOTEXTILES | | | 0025 616-05689 110.000 TON | 72.00000 7920.00| 36.00000 3960.00| 30.00000 3300.00 RIPRAP, CLASS 2 | | | 0026 616-06405 80.000 TON | 62.00000 4960.00| 33.00000 2640.00| 22.00000 1760.00 RIPRAP, REVETMENT | | | 0027 621-06559 3050.000 SYS | 1.45000 4422.50| 1.00000 3050.00| 1.40000 4270.00 MULCHED SEEDING, R | | | 0028 621-06574 35.000 SYS | 102.00000 3570.00| 36.00000 1260.00| 100.00000 3500.00 SODDING | | | 0029 628-09402 8.000 MOS | 2200.00000 17600.00| 2750.00000 22000.00| 2250.00000 18000.00 FIELD OFFICE, B | | | 0030 708-05394 LUMP | 10000.00000 10000.00| 9000.00000 9000.00| 8125.00000 8125.00 REPAIR , END SIDING AND TRIM | | | 0031 708-05394 LUMP | 1750.00000 1750.00| 3000.00000 3000.00| 2785.00000 2785.00 REPAIR , FLOOR BEAM BRACING | | | 0032 708-05394 LUMP | 12750.00000 12750.00| 8000.00000 8000.00| 1785.00000 1785.00 REPAIR , FRAMING | | | 0033 708-05394 LUMP | 146000.00000 146000.00| 98000.00000 98000.00| 250500.00000 250500.00 REPAIR , TRUSS | | | 0034 710-51870 600.000 SFT | 8.00000 4800.00| 6.00000 3600.00| 11.00000 6600.00 REPOINTING MASONRY IN STRUCTURES | | | 0035 711-05395 29.000 EACH | 750.00000 21750.00| 1300.00000 37700.00| 925.00000 26825.00 REPLACE , FLOOR BEAMS, STEEL | | | 0036 711-05395 8.000 EACH | 450.00000 3600.00| 450.00000 3600.00| 650.00000 5200.00 REPLACE , FLOOR BEAMS, WOOD | | | 0037 711-05395 30.000 EACH | 150.00000 4500.00| 90.00000 2700.00| 36.00000 1080.00 REPLACE , SHAKES | | | 0038 711-05396 LUMP | 44000.00000 44000.00| 50000.00000 50000.00| 27550.00000 27550.00 REPLACE , DECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 401 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 401 CONTRACT ID : B -27597-A COUNTIES : FRANKLIN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1801998 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |CLR INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 711-05396 LUMP | 2400.00000 2400.00| 2970.30000 2970.30| 1600.00000 1600.00 REPLACE , RIDGE CAP | | | 0040 711-05396 LUMP | 25500.00000 25500.00| 35000.00000 35000.00| 25750.00000 25750.00 REPLACE , SIDING | | | 0041 715-05119 69.000 LFT | 46.00000 3174.00| 35.00000 2415.00| 30.00000 2070.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0042 715-46005 4.000 EACH | 355.00000 1420.00| 300.00000 1200.00| 300.00000 1200.00 PIPE END SECTION, 15 IN. | | | 0043 801-04308 4.000 EACH | 390.00000 1560.00| 305.00000 1220.00| 400.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06625 11.000 EACH | 110.00000 1210.00| 120.00000 1320.00| 125.00000 1375.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 5.000 EACH | 250.00000 1250.00| 270.00000 1350.00| 175.00000 875.00 CONSTRUCTION SIGN, A | | | 0046 801-07118 72.000 LFT | 16.50000 1188.00| 26.00000 1872.00| 16.00000 1152.00 BARRICADE, III-A | | | 0047 802-76025 127.100 SFT | 17.50000 2224.25| 22.00000 2796.20| 16.75000 2128.93 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0048 802-76055 240.000 LFT | 8.00000 1920.00| 5.00000 1200.00| 5.75000 1380.00 SIGN POST, A | | | 0049 808-06713 1650.000 LFT | 1.00000 1650.00| 0.30000 495.00| 1.25000 2062.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0050 808-06726 9.000 LFT | 10.00000 90.00| 6.05000 54.45| 10.75000 96.75 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 528,999.50| $ 541,700.00| $ 644,518.02 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 528,999.50| $ 541,700.00| $ 644,518.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 401 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 401 CONTRACT ID : B -27597-A COUNTIES : FRANKLIN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 42812.14000 42812.14| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 15175.00000 15175.00| | CLEARING RIGHT OF WAY | | | 0008 202-51328 LUMP | 65000.00000 65000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 203-02000 1344.000 CYS | 15.00000 20160.00| | EXCAVATION, COMMON | | | 0010 205-06932 126.000 LFT | 8.00000 1008.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06937 1000.000 LFT | 1.25000 1250.00| | TEMPORARY SILT FENCE | | | 0012 210-05721 LUMP | 10000.00000 10000.00| | FIRE RETARDANT TREATMENT | | | 0013 210-05801 184.000 LFT | 30.00000 5520.00| | REPLACE , WOOD BRIDGE RAIL | | | 0014 210-05813 LUMP | 15500.00000 15500.00| | PAINT , COVERED BRIDGE | | | 0015 210-06752 1.000 EACH | 500.00000 500.00| | INSTALL , HISTORICAL MARKER | | | 0016 210-06984 1.000 EACH | 1000.00000 1000.00| | ADJUST , FIELD DRAIN | | | 0017 301-07448 1280.000 TON | 25.00000 32000.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-01180 130.000 TON | 30.00000 3900.00| | COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 401 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 401 CONTRACT ID : B -27597-A COUNTIES : FRANKLIN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07432 139.000 TON | 85.00000 11815.00| | HMA SURFACE, TYPE A | | | 0020 402-07435 231.000 TON | 85.00000 19635.00| | HMA INTERMEDIATE, TYPE A | | | 0021 406-05521 1679.000 SYS | 0.27000 453.33| | ASPHALT FOR TACK COAT | | | 0022 601-05399 LUMP | 11725.00000 11725.00| | GUARDRAIL | | | 0023 610-07486 33.000 TON | 125.00000 4125.00| | HMA FOR APPROACHES, TYPE A | | | 0024 616-02320 220.000 SYS | 4.00000 880.00| | GEOTEXTILES | | | 0025 616-05689 110.000 TON | 30.00000 3300.00| | RIPRAP, CLASS 2 | | | 0026 616-06405 80.000 TON | 30.00000 2400.00| | RIPRAP, REVETMENT | | | 0027 621-06559 3050.000 SYS | 0.95000 2897.50| | MULCHED SEEDING, R | | | 0028 621-06574 35.000 SYS | 35.00000 1225.00| | SODDING | | | 0029 628-09402 8.000 MOS | 2500.00000 20000.00| | FIELD OFFICE, B | | | 0030 708-05394 LUMP | 15000.00000 15000.00| | REPAIR , END SIDING AND TRIM | | | 0031 708-05394 LUMP | 10000.00000 10000.00| | REPAIR , FLOOR BEAM BRACING | | | 0032 708-05394 LUMP | 20000.00000 20000.00| | REPAIR , FRAMING | | | 0033 708-05394 LUMP | 194000.00000 194000.00| | REPAIR , TRUSS | | | 0034 710-51870 600.000 SFT | 70.00000 42000.00| | REPOINTING MASONRY IN STRUCTURES | | | 0035 711-05395 29.000 EACH | 2500.00000 72500.00| | REPLACE , FLOOR BEAMS, STEEL | | | 0036 711-05395 8.000 EACH | 2500.00000 20000.00| | REPLACE , FLOOR BEAMS, WOOD | | | 0037 711-05395 30.000 EACH | 200.00000 6000.00| | REPLACE , SHAKES | | | 0038 711-05396 LUMP | 80000.00000 80000.00| | REPLACE , DECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 401 -10 TABULATION OF BIDS ROUTE : CALL ORDER : 401 CONTRACT ID : B -27597-A COUNTIES : FRANKLIN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 711-05396 LUMP | 8000.00000 8000.00| | REPLACE , RIDGE CAP | | | 0040 711-05396 LUMP | 70000.00000 70000.00| | REPLACE , SIDING | | | 0041 715-05119 69.000 LFT | 45.00000 3105.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0042 715-46005 4.000 EACH | 600.00000 2400.00| | PIPE END SECTION, 15 IN. | | | 0043 801-04308 4.000 EACH | 295.00000 1180.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06625 11.000 EACH | 115.00000 1265.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 5.000 EACH | 250.00000 1250.00| | CONSTRUCTION SIGN, A | | | 0046 801-07118 72.000 LFT | 25.00000 1800.00| | BARRICADE, III-A | | | 0047 802-76025 127.100 SFT | 20.00000 2542.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0048 802-76055 240.000 LFT | 10.00000 2400.00| | SIGN POST, A | | | 0049 808-06713 1650.000 LFT | 0.28000 462.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0050 808-06726 9.000 LFT | 6.00000 54.00| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 856,242.97| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 856,242.97| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -1 VENDOR RANKING CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : 62 CONTRACT TIME : 08/28/09 COMPLETION DATE CONTRACT DESCRIPTION : Rural - Old Code PROJECT(S) : 1536011 1536011 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO INC $ 1,234,768.72 100.0000% 2 35-1917625 MILESTONE CONTRACTORS LP $ 1,292,000.00 104.6350% 3 35-1057237 R L MCCOY INC $ 1,342,203.06 108.7008% 4 35-1817530 PIONEER ASSOCIATES INC $ 1,343,452.06 108.8019% 5 35-1609544 SCHUTT-LOOKABILL CO $ 1,454,458.80 117.7920% 6 35-1339168 LAPORTE CONSTRUCTION CO $ 1,487,091.35 120.4348% 7 35-1386990 ISOM JACK CONSTRUCTION CO $ 1,525,207.94 123.5218% 8 35-1128289 BEATY CONSTRUCTION INC $ 1,536,959.05 124.4734% 9 32-0154474 JCI BRIDGE GROUP INC $ 1,621,875.44 131.3505% 10 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,631,719.49 132.1478% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -2 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1917625 |( 3 ) 35-1057237 |PRIMCO INC |MILESTONE CONTRACTORS LP |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 4510.00000 4510.00| 9000.00000 9000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0007 110-01001 LUMP | 61738.43000 61738.43| 65750.00000 65750.00| 67000.00000 67000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02240 542.000 SYS | 23.73000 12861.66| 20.00000 10840.00| 20.00000 10840.00 PAVEMENT REMOVAL | | | 0009 202-02241 865.000 LFT | 2.75000 2378.75| 4.00000 3460.00| 0.20000 173.00 GUARDRAIL, REMOVE | | | 0011 202-51328 LUMP | 44166.03000 44166.03| 70000.00000 70000.00| 85000.00000 85000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR . NO. 2 | | | 0012 202-51328 LUMP | 36827.53000 36827.53| 75700.00000 75700.00| 80000.00000 80000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0013 202-99187 188.500 LFT | 6.00000 1131.00| 3.00000 565.50| 3.00000 565.50 FENCE, FARM FIELD, REMOVE | | | 0014 203-02000 490.000 CYS | 4.50000 2205.00| 15.00000 7350.00| 30.00000 14700.00 EXCAVATION, COMMON | | | 0015 203-08607 780.000 LFT | 8.36000 6520.80| 3.00000 2340.00| 2.00000 1560.00 LINEAR GRADING | | | 0016 205-02770 80.000 SYS | 4.55000 364.00| 4.75000 380.00| 4.55000 364.00 EROSION CONTROL BLANKET | | | 0017 205-06932 60.000 LFT | 14.00000 840.00| 12.50000 750.00| 12.35000 741.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06933 2.000 EACH | 143.15000 286.30| 125.00000 250.00| 125.00000 250.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -3 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1917625 |( 3 ) 35-1057237 |PRIMCO INC |MILESTONE CONTRACTORS LP |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 206-51230 146.000 CYS | 18.00000 2628.00| 20.00000 2920.00| 35.00000 5110.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 211-06467 146.000 CYS | 46.35000 6767.10| 25.00000 3650.00| 37.00000 5402.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 302-07455 138.400 CYS | 55.22000 7642.45| 45.00000 6228.00| 64.00000 8857.60 DENSE GRADED SUBBASE | | | 0022 303-01180 186.000 TON | 28.58000 5315.88| 20.00000 3720.00| 25.00000 4650.00 COMPACTED AGGREGATE, NO. 53 | | | 0023 303-60012 100.000 TON | 8.00000 800.00| 20.00000 2000.00| 18.00000 1800.00 AGGREGATE, 2 | | | 0024 304-07493 973.000 TON | 59.00000 57407.00| 60.00000 58380.00| 59.00000 57407.00 WIDENING WITH HMA, TYPE B | | | 0025 306-08043 782.000 SYS | 8.66000 6772.12| 4.50000 3519.00| 12.00000 9384.00 MILLING, TRANSITION | | | 0026 402-07433 166.000 TON | 108.50000 18011.00| 110.00000 18260.00| 108.50000 18011.00 HMA SURFACE, TYPE B | | | 0027 406-05520 0.500 TON | 1000.00000 500.00| 500.00000 250.00| 1000.00000 500.00 ASPHALT FOR TACK COAT | | | 0028 502-06329 42.600 SYS | 80.00000 3408.00| 120.00000 5112.00| 80.00000 3408.00 PCCP, 12 IN. | | | 0029 503-03489 96.000 EACH | 17.50000 1680.00| 20.00000 1920.00| 20.00000 1920.00 RETROFITTED TIE BARS | | | 0030 503-05310 96.000 LFT | 154.26000 14808.96| 250.00000 24000.00| 150.00000 14400.00 TERMINAL JOINT | | | 0031 601-01522 4.000 EACH | 2050.00000 8200.00| 2100.00000 8400.00| 2050.00000 8200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-94689 2.000 EACH | 3103.40000 6206.80| 2500.00000 5000.00| 2450.00000 4900.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-94690 2.000 EACH | 4653.40000 9306.80| 4000.00000 8000.00| 4000.00000 8000.00 GUARDRAIL END TREATMENT, MS | | | 0034 601-99105 325.000 LFT | 18.50000 6012.50| 19.00000 6175.00| 18.50000 6012.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 601-99108 425.000 LFT | 26.50000 11262.50| 27.00000 11475.00| 26.50000 11262.50 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0036 602-06729 24.000 EACH | 11.65000 279.60| 13.00000 312.00| 9.00000 216.00 BARRIER DELINEATOR | | | 0037 603-06040 188.500 LFT | 18.00000 3393.00| 18.00000 3393.00| 18.00000 3393.00 FENCE, FARM FIELD, 47 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -4 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1917625 |( 3 ) 35-1057237 |PRIMCO INC |MILESTONE CONTRACTORS LP |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 606-07484 2255.000 LFT | 1.51000 3405.05| 1.80000 4059.00| 2.00000 4510.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0039 609-06259 830.400 SYS | 90.00000 74736.00| 80.00000 66432.00| 91.00000 75566.40 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0040 616-02320 566.000 SYS | 2.32000 1313.12| 1.00000 566.00| 2.00000 1132.00 GEOTEXTILES | | | 0041 616-06405 216.000 TON | 26.23000 5665.68| 24.00000 5184.00| 26.00000 5616.00 RIPRAP, REVETMENT | | | 0042 619-09429 19832.000 SFT | 0.86000 17055.52| 0.75000 14874.00| 0.85000 16857.20 CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | | QP-2 | | | 0043 619-09437 19832.000 SFT | 0.51000 10114.32| 0.50000 9916.00| 0.60000 11899.20 PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | | 0044 621-01004 2.000 EACH | 175.00000 350.00| 200.00000 400.00| 175.00000 350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-01620 830.000 SYS | 0.80000 664.00| 0.90000 747.00| 0.80000 664.00 MULCHED SEEDING, LEGUME, 1 | | | 0046 621-02363 3200.000 SYS | 0.45000 1440.00| 0.45000 1440.00| 0.45000 1440.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0047 621-06559 4280.000 SYS | 0.52000 2225.60| 0.55000 2354.00| 0.52000 2225.60 MULCHED SEEDING, R | | | 0048 621-06567 0.100 kGAL | 50.00000 5.00| 60.00000 6.00| 50.00000 5.00 WATER | | | 0049 621-06574 90.000 SYS | 15.30000 1377.00| 15.50000 1395.00| 15.30000 1377.00 SODDING | | | 0050 628-09401 9.000 MOS | 1500.00000 13500.00| 1600.00000 14400.00| 1500.00000 13500.00 FIELD OFFICE, A | | | 0051 702-51110 6168.000 LBS | 2.00000 12336.00| 2.30000 14186.40| 2.50000 15420.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0052 702-51863 136.000 EACH | 12.20000 1659.20| 10.00000 1360.00| 13.00000 1768.00 FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51032 234065.000 LBS | 0.82000 191933.30| 0.80000 187252.00| 0.70000 163845.50 REINFORCING STEEL, EPOXY COATED | | | 0054 703-97936 334.000 EACH | 20.00000 6680.00| 20.00000 6680.00| 17.00000 5678.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0055 704-51002 608.500 CYS | 565.00000 343802.50| 565.00000 343802.50| 575.00000 349887.50 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -5 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1917625 |( 3 ) 35-1057237 |PRIMCO INC |MILESTONE CONTRACTORS LP |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 706-05732 8.000 EACH | 950.00000 7600.00| 1400.00000 11200.00| 1200.00000 9600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 90.600 CYS | 525.00000 47565.00| 330.00000 29898.00| 478.00000 43306.80 CONCRETE, C, RAILING | | | 0058 709-51821 LUMP | 4000.00000 4000.00| 6000.00000 6000.00| 7680.00000 7680.00 SURFACE SEAL , STR. NO. 1 | | | 0059 709-51821 LUMP | 4000.00000 4000.00| 6000.00000 6000.00| 7680.00000 7680.00 SURFACE SEAL , STR. NO. 2 | | | 0060 711-96800 4329.000 EACH | 3.24000 14025.96| 2.85000 12337.65| 2.70000 11688.30 STUD SHEAR CONNECTORS | | | 0061 715-91361 98.000 LFT | 41.60000 4076.80| 14.00000 1372.00| 24.00000 2352.00 PIPE, PVC, 6 IN. | | | 0062 724-51925 262.000 LFT | 140.00000 36680.00| 110.00000 28820.00| 130.00000 34060.00 STRUCTURAL EXPANSION JOINT, SS | | | 0063 801-01093 8.000 EACH | 710.00000 5680.00| 82.00000 656.00| 710.00000 5680.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0064 801-01504 8.000 EACH | 60.00000 480.00| 600.00000 4800.00| 60.00000 480.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0065 801-03290 2.000 EACH | 395.00000 790.00| 225.00000 450.00| 395.00000 790.00 CONSTRUCTION SIGN, C | | | 0066 801-06207 13379.000 LFT | 0.54000 7224.66| 0.94000 12576.26| 0.54000 7224.66 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0067 801-06640 37.000 EACH | 77.00000 2849.00| 170.00000 6290.00| 77.00000 2849.00 CONSTRUCTION SIGN, A | | | 0068 801-06645 14.000 EACH | 52.00000 728.00| 90.00000 1260.00| 52.00000 728.00 CONSTRUCTION SIGN, B | | | 0069 801-06710 480.000 DAY | 0.01000 4.80| 2.75000 1320.00| 0.01000 4.80 FLASHING ARROW SIGN | | | 0070 801-06775 LUMP | 11230.00000 11230.00| 14307.69000 14307.69| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0071 801-07024 2.000 EACH | 6700.00000 13400.00| 6800.00000 13600.00| 6700.00000 13400.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0072 801-07119 36.000 LFT | 16.25000 585.00| 18.50000 666.00| 16.25000 585.00 BARRICADE, III-B | | | 0073 801-08508 920.000 LFT | 31.56000 29035.20| 35.00000 32200.00| 35.00000 32200.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -6 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1917625 |( 3 ) 35-1057237 |PRIMCO INC |MILESTONE CONTRACTORS LP |R L MCCOY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 802-05704 21.400 LFT | 12.00000 256.80| 12.00000 256.80| 12.00000 256.80 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0075 802-07060 2.000 EACH | 95.00000 190.00| 100.00000 200.00| 95.00000 190.00 SIGN, SHEET, RELOCATE | | | 0076 805-02503 185.000 LFT | 1.00000 185.00| 0.50000 92.50| 1.00000 185.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0077 805-78785 1.000 EACH | 700.00000 700.00| 1800.00000 1800.00| 700.00000 700.00 SIGNAL DETECTOR HOUSING | | | 0078 805-78795 65.000 LFT | 15.00000 975.00| 10.50000 682.50| 15.00000 975.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0079 808-03002 804.000 LFT | 0.73000 586.92| 0.65000 522.60| 0.73000 586.92 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0080 808-03631 1720.000 LFT | 0.73000 1255.60| 0.65000 1118.00| 0.73000 1255.60 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0081 808-03632 1816.000 LFT | 0.73000 1325.68| 0.50000 908.00| 0.73000 1325.68 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0082 808-06716 596.000 LFT | 5.00000 2980.00| 1.10000 655.60| 5.00000 2980.00 LINE, REMOVE | | | 0083 808-75996 12.000 EACH | 15.40000 184.80| 56.00000 672.00| 20.00000 240.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0084 808-75998 12.000 EACH | 98.00000 1176.00| 140.00000 1680.00| 98.00000 1176.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0085 202-05543 250.000 SFT | 10.00000 2500.00| 22.00000 5500.00| 125.00000 31250.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | SECTION TOTALS | $ 1,234,768.72| $ 1,292,000.00| $ 1,342,203.06 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,234,768.72| $ 1,292,000.00| $ 1,342,203.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -7 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817530 |( 5 ) 35-1609544 |( 6 ) 35-1339168 |PIONEER ASSOCIATES INC |SCHUTT-LOOKABILL CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 2300.00000 2300.00| 8110.80000 8110.80| 9287.16000 9287.16 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0007 110-01001 LUMP | 30000.00000 30000.00| 72722.00000 72722.00| 74000.00000 74000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02240 542.000 SYS | 25.00000 13550.00| 11.61000 6292.62| 18.51000 10032.42 PAVEMENT REMOVAL | | | 0009 202-02241 865.000 LFT | 0.20000 173.00| 2.59000 2240.35| 0.20000 173.00 GUARDRAIL, REMOVE | | | 0011 202-51328 LUMP | 55000.00000 55000.00| 114990.82000 114990.82| 83412.74000 83412.74 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR . NO. 2 | | | 0012 202-51328 LUMP | 58500.00000 58500.00| 120465.00000 120465.00| 115071.29000 115071.29 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0013 202-99187 188.500 LFT | 3.00000 565.50| 10.00000 1885.00| 3.00000 565.50 FENCE, FARM FIELD, REMOVE | | | 0014 203-02000 490.000 CYS | 15.00000 7350.00| 3.01000 1474.90| 17.27000 8462.30 EXCAVATION, COMMON | | | 0015 203-08607 780.000 LFT | 3.00000 2340.00| 12.22000 9531.60| 12.17000 9492.60 LINEAR GRADING | | | 0016 205-02770 80.000 SYS | 4.55000 364.00| 4.91000 392.80| 4.55000 364.00 EROSION CONTROL BLANKET | | | 0017 205-06932 60.000 LFT | 12.35000 741.00| 13.34000 800.40| 12.35000 741.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06933 2.000 EACH | 125.00000 250.00| 135.00000 270.00| 125.00000 250.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -8 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817530 |( 5 ) 35-1609544 |( 6 ) 35-1339168 |PIONEER ASSOCIATES INC |SCHUTT-LOOKABILL CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 206-51230 146.000 CYS | 45.00000 6570.00| 30.64000 4473.44| 12.84000 1874.64 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 211-06467 146.000 CYS | 35.00000 5110.00| 48.68000 7107.28| 35.19000 5137.74 AGGREGATE FOR END BENT BACKFILL | | | 0021 302-07455 138.400 CYS | 35.00000 4844.00| 55.00000 7612.00| 44.99000 6226.62 DENSE GRADED SUBBASE | | | 0022 303-01180 186.000 TON | 17.25000 3208.50| 23.70000 4408.20| 53.94000 10032.84 COMPACTED AGGREGATE, NO. 53 | | | 0023 303-60012 100.000 TON | 75.00000 7500.00| 21.54000 2154.00| 16.61000 1661.00 AGGREGATE, 2 | | | 0024 304-07493 973.000 TON | 81.00000 78813.00| 83.70000 81440.10| 74.11000 72109.03 WIDENING WITH HMA, TYPE B | | | 0025 306-08043 782.000 SYS | 10.40000 8132.80| 13.52000 10572.64| 13.59000 10627.38 MILLING, TRANSITION | | | 0026 402-07433 166.000 TON | 90.00000 14940.00| 117.18000 19451.88| 108.50000 18011.00 HMA SURFACE, TYPE B | | | 0027 406-05520 0.500 TON | 400.00000 200.00| 1080.00000 540.00| 1000.00000 500.00 ASPHALT FOR TACK COAT | | | 0028 502-06329 42.600 SYS | 145.00000 6177.00| 100.95000 4300.47| 132.25000 5633.85 PCCP, 12 IN. | | | 0029 503-03489 96.000 EACH | 25.00000 2400.00| 19.48000 1870.08| 19.79000 1899.84 RETROFITTED TIE BARS | | | 0030 503-05310 96.000 LFT | 215.00000 20640.00| 227.18000 21809.28| 214.57000 20598.72 TERMINAL JOINT | | | 0031 601-01522 4.000 EACH | 2050.00000 8200.00| 2052.00000 8208.00| 2050.00000 8200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-94689 2.000 EACH | 2450.00000 4900.00| 2916.00000 5832.00| 2450.00000 4900.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-94690 2.000 EACH | 4000.00000 8000.00| 3996.00000 7992.00| 4000.00000 8000.00 GUARDRAIL END TREATMENT, MS | | | 0034 601-99105 325.000 LFT | 18.50000 6012.50| 19.44000 6318.00| 18.50000 6012.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 601-99108 425.000 LFT | 26.50000 11262.50| 24.84000 10557.00| 26.50000 11262.50 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0036 602-06729 24.000 EACH | 14.00000 336.00| 10.00000 240.00| 10.00000 240.00 BARRIER DELINEATOR | | | 0037 603-06040 188.500 LFT | 18.00000 3393.00| 21.60000 4071.60| 18.00000 3393.00 FENCE, FARM FIELD, 47 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -9 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817530 |( 5 ) 35-1609544 |( 6 ) 35-1339168 |PIONEER ASSOCIATES INC |SCHUTT-LOOKABILL CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 606-07484 2255.000 LFT | 1.70000 3833.50| 1.08000 2435.40| 2.12000 4780.60 MILLED HMA SHOULDER CORRUGATIONS | | | 0039 609-06259 830.400 SYS | 75.00000 62280.00| 84.72000 70351.49| 82.69000 68665.78 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0040 616-02320 566.000 SYS | 3.00000 1698.00| 1.75000 990.50| 2.44000 1381.04 GEOTEXTILES | | | 0041 616-06405 216.000 TON | 30.00000 6480.00| 26.77000 5782.32| 22.15000 4784.40 RIPRAP, REVETMENT | | | 0042 619-09429 19832.000 SFT | 0.71000 14080.72| 0.92000 18245.44| 0.86000 17055.52 CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | | QP-2 | | | 0043 619-09437 19832.000 SFT | 0.28000 5552.96| 0.65000 12890.80| 0.86000 17055.52 PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | | 0044 621-01004 2.000 EACH | 175.00000 350.00| 189.00000 378.00| 175.00000 350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-01620 830.000 SYS | 0.80000 664.00| 0.86000 713.80| 0.80000 664.00 MULCHED SEEDING, LEGUME, 1 | | | 0046 621-02363 3200.000 SYS | 0.45000 1440.00| 0.49000 1568.00| 0.45000 1440.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0047 621-06559 4280.000 SYS | 0.52000 2225.60| 0.56000 2396.80| 0.52000 2225.60 MULCHED SEEDING, R | | | 0048 621-06567 0.100 kGAL | 50.00000 5.00| 54.00000 5.40| 50.00000 5.00 WATER | | | 0049 621-06574 90.000 SYS | 15.30000 1377.00| 16.52000 1486.80| 15.30000 1377.00 SODDING | | | 0050 628-09401 9.000 MOS | 3000.00000 27000.00| 1785.85000 16072.65| 2592.03000 23328.27 FIELD OFFICE, A | | | 0051 702-51110 6168.000 LBS | 5.25000 32382.00| 2.68000 16530.24| 3.03000 18689.04 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0052 702-51863 136.000 EACH | 11.50000 1564.00| 8.00000 1088.00| 9.48000 1289.28 FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51032 234065.000 LBS | 1.02000 238746.30| 0.78000 182570.70| 0.72000 168526.80 REINFORCING STEEL, EPOXY COATED | | | 0054 703-97936 334.000 EACH | 22.00000 7348.00| 15.30000 5110.20| 19.51000 6516.34 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0055 704-51002 608.500 CYS | 540.00000 328590.00| 522.22000 317770.87| 600.00000 365100.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -10 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817530 |( 5 ) 35-1609544 |( 6 ) 35-1339168 |PIONEER ASSOCIATES INC |SCHUTT-LOOKABILL CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 706-05732 8.000 EACH | 1200.00000 9600.00| 2000.00000 16000.00| 1500.00000 12000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 90.600 CYS | 500.00000 45300.00| 433.07000 39236.14| 600.00000 54360.00 CONCRETE, C, RAILING | | | 0058 709-51821 LUMP | 5850.00000 5850.00| 7419.60000 7419.60| 5850.00000 5850.00 SURFACE SEAL , STR. NO. 1 | | | 0059 709-51821 LUMP | 5850.00000 5850.00| 7419.60000 7419.60| 5850.00000 5850.00 SURFACE SEAL , STR. NO. 2 | | | 0060 711-96800 4329.000 EACH | 2.70000 11688.30| 8.77000 37965.33| 3.75000 16233.75 STUD SHEAR CONNECTORS | | | 0061 715-91361 98.000 LFT | 12.00000 1176.00| 16.23000 1590.54| 45.52000 4460.96 PIPE, PVC, 6 IN. | | | 0062 724-51925 262.000 LFT | 175.00000 45850.00| 163.91000 42944.42| 201.19000 52711.78 STRUCTURAL EXPANSION JOINT, SS | | | 0063 801-01093 8.000 EACH | 1031.51000 8252.08| 766.80000 6134.40| 710.00000 5680.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0064 801-01504 8.000 EACH | 87.17000 697.36| 64.80000 518.40| 60.00000 480.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0065 801-03290 2.000 EACH | 573.87000 1147.74| 426.60000 853.20| 395.00000 790.00 CONSTRUCTION SIGN, C | | | 0066 801-06207 13379.000 LFT | 0.78000 10435.62| 0.58000 7759.82| 0.54000 7224.66 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0067 801-06640 37.000 EACH | 111.87000 4139.19| 83.16000 3076.92| 77.00000 2849.00 CONSTRUCTION SIGN, A | | | 0068 801-06645 14.000 EACH | 75.55000 1057.70| 56.16000 786.24| 52.00000 728.00 CONSTRUCTION SIGN, B | | | 0069 801-06710 480.000 DAY | 0.01000 4.80| 0.01000 4.80| 0.01000 4.80 FLASHING ARROW SIGN | | | 0070 801-06775 LUMP | 10000.00000 10000.00| 25989.40000 25989.40| 16876.04000 16876.04 MAINTAINING TRAFFIC | | | 0071 801-07024 2.000 EACH | 6700.00000 13400.00| 6372.00000 12744.00| 6700.00000 13400.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0072 801-07119 36.000 LFT | 23.61000 849.96| 17.55000 631.80| 16.25000 585.00 BARRICADE, III-B | | | 0073 801-08508 920.000 LFT | 35.00000 32200.00| 25.37000 23340.40| 36.85000 33902.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -11 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817530 |( 5 ) 35-1609544 |( 6 ) 35-1339168 |PIONEER ASSOCIATES INC |SCHUTT-LOOKABILL CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 802-05704 21.400 LFT | 12.00000 256.80| 16.20000 346.68| 12.00000 256.80 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0075 802-07060 2.000 EACH | 95.00000 190.00| 270.00000 540.00| 95.00000 190.00 SIGN, SHEET, RELOCATE | | | 0076 805-02503 185.000 LFT | 1.40000 259.00| 0.54000 99.90| 0.50000 92.50 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0077 805-78785 1.000 EACH | 982.26000 982.26| 1890.00000 1890.00| 1750.00000 1750.00 SIGNAL DETECTOR HOUSING | | | 0078 805-78795 65.000 LFT | 21.05000 1368.25| 10.80000 702.00| 10.00000 650.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0079 808-03002 804.000 LFT | 1.06000 852.24| 0.79000 635.16| 0.73000 586.92 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0080 808-03631 1720.000 LFT | 1.06000 1823.20| 0.79000 1358.80| 0.73000 1255.60 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0081 808-03632 1816.000 LFT | 1.06000 1924.96| 0.79000 1434.64| 0.73000 1325.68 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0082 808-06716 596.000 LFT | 7.26000 4326.96| 2.16000 1287.36| 5.00000 2980.00 LINE, REMOVE | | | 0083 808-75996 12.000 EACH | 12.73000 152.76| 10.00000 120.00| 15.00000 180.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0084 808-75998 12.000 EACH | 118.50000 1422.00| 105.84000 1270.08| 98.00000 1176.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0085 202-05543 250.000 SFT | 60.00000 15000.00| 23.33000 5832.50| 125.00000 31250.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | SECTION TOTALS | $ 1,343,452.06| $ 1,454,458.80| $ 1,487,091.35 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,343,452.06| $ 1,454,458.80| $ 1,487,091.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -12 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1386990 |( 8 ) 35-1128289 |( 9 ) 32-0154474 |ISOM JACK CONSTRUCTION CO |BEATY CONSTRUCTION INC |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 9500.00000 9500.00| 5000.00000 5000.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0007 110-01001 LUMP | 72000.00000 72000.00| 77000.00000 77000.00| 81000.00000 81000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02240 542.000 SYS | 35.00000 18970.00| 40.00000 21680.00| 20.00000 10840.00 PAVEMENT REMOVAL | | | 0009 202-02241 865.000 LFT | 5.00000 4325.00| 0.20000 173.00| 2.00000 1730.00 GUARDRAIL, REMOVE | | | 0011 202-51328 LUMP | 45000.00000 45000.00| 52500.00000 52500.00| 92000.00000 92000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR . NO. 2 | | | 0012 202-51328 LUMP | 45000.00000 45000.00| 63400.00000 63400.00| 92000.00000 92000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0013 202-99187 188.500 LFT | 5.00000 942.50| 3.30000 622.05| 2.00000 377.00 FENCE, FARM FIELD, REMOVE | | | 0014 203-02000 490.000 CYS | 35.00000 17150.00| 30.00000 14700.00| 15.00000 7350.00 EXCAVATION, COMMON | | | 0015 203-08607 780.000 LFT | 25.00000 19500.00| 3.00000 2340.00| 8.00000 6240.00 LINEAR GRADING | | | 0016 205-02770 80.000 SYS | 12.00000 960.00| 5.00000 400.00| 4.55000 364.00 EROSION CONTROL BLANKET | | | 0017 205-06932 60.000 LFT | 15.00000 900.00| 13.50000 810.00| 12.35000 741.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06933 2.000 EACH | 300.00000 600.00| 135.00000 270.00| 125.00000 250.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -13 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1386990 |( 8 ) 35-1128289 |( 9 ) 32-0154474 |ISOM JACK CONSTRUCTION CO |BEATY CONSTRUCTION INC |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 206-51230 146.000 CYS | 20.00000 2920.00| 28.00000 4088.00| 13.00000 1898.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 211-06467 146.000 CYS | 45.00000 6570.00| 52.00000 7592.00| 35.00000 5110.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 302-07455 138.400 CYS | 45.00000 6228.00| 50.00000 6920.00| 40.00000 5536.00 DENSE GRADED SUBBASE | | | 0022 303-01180 186.000 TON | 30.00000 5580.00| 31.00000 5766.00| 23.00000 4278.00 COMPACTED AGGREGATE, NO. 53 | | | 0023 303-60012 100.000 TON | 35.00000 3500.00| 45.00000 4500.00| 15.00000 1500.00 AGGREGATE, 2 | | | 0024 304-07493 973.000 TON | 135.00000 131355.00| 65.00000 63245.00| 78.00000 75894.00 WIDENING WITH HMA, TYPE B | | | 0025 306-08043 782.000 SYS | 6.50000 5083.00| 15.00000 11730.00| 10.00000 7820.00 MILLING, TRANSITION | | | 0026 402-07433 166.000 TON | 112.00000 18592.00| 120.00000 19920.00| 108.50000 18011.00 HMA SURFACE, TYPE B | | | 0027 406-05520 0.500 TON | 550.00000 275.00| 1100.00000 550.00| 1000.00000 500.00 ASPHALT FOR TACK COAT | | | 0028 502-06329 42.600 SYS | 62.00000 2641.20| 195.00000 8307.00| 200.00000 8520.00 PCCP, 12 IN. | | | 0029 503-03489 96.000 EACH | 28.00000 2688.00| 32.00000 3072.00| 20.00000 1920.00 RETROFITTED TIE BARS | | | 0030 503-05310 96.000 LFT | 165.00000 15840.00| 245.00000 23520.00| 180.00000 17280.00 TERMINAL JOINT | | | 0031 601-01522 4.000 EACH | 2035.00000 8140.00| 2250.00000 9000.00| 2050.00000 8200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-94689 2.000 EACH | 3000.00000 6000.00| 2600.00000 5200.00| 2450.00000 4900.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-94690 2.000 EACH | 4275.00000 8550.00| 4425.00000 8850.00| 4000.00000 8000.00 GUARDRAIL END TREATMENT, MS | | | 0034 601-99105 325.000 LFT | 22.00000 7150.00| 20.25000 6581.25| 18.50000 6012.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 601-99108 425.000 LFT | 32.00000 13600.00| 29.00000 12325.00| 26.50000 11262.50 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0036 602-06729 24.000 EACH | 15.00000 360.00| 16.50000 396.00| 8.00000 192.00 BARRIER DELINEATOR | | | 0037 603-06040 188.500 LFT | 15.00000 2827.50| 20.00000 3770.00| 18.00000 3393.00 FENCE, FARM FIELD, 47 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -14 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1386990 |( 8 ) 35-1128289 |( 9 ) 32-0154474 |ISOM JACK CONSTRUCTION CO |BEATY CONSTRUCTION INC |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 606-07484 2255.000 LFT | 2.00000 4510.00| 1.90000 4284.50| 1.40000 3157.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0039 609-06259 830.400 SYS | 62.00000 51484.80| 105.00000 87192.00| 125.00000 103800.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0040 616-02320 566.000 SYS | 5.00000 2830.00| 3.60000 2037.60| 3.00000 1698.00 GEOTEXTILES | | | 0041 616-06405 216.000 TON | 35.00000 7560.00| 31.00000 6696.00| 33.00000 7128.00 RIPRAP, REVETMENT | | | 0042 619-09429 19832.000 SFT | 2.25000 44622.00| 0.90000 17848.80| 0.75000 14874.00 CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | | QP-2 | | | 0043 619-09437 19832.000 SFT | 0.90000 17848.80| 0.65000 12890.80| 0.75000 14874.00 PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | | 0044 621-01004 2.000 EACH | 500.00000 1000.00| 185.00000 370.00| 175.00000 350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-01620 830.000 SYS | 1.25000 1037.50| 0.85000 705.50| 0.80000 664.00 MULCHED SEEDING, LEGUME, 1 | | | 0046 621-02363 3200.000 SYS | 1.00000 3200.00| 0.50000 1600.00| 0.45000 1440.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0047 621-06559 4280.000 SYS | 0.85000 3638.00| 0.55000 2354.00| 0.52000 2225.60 MULCHED SEEDING, R | | | 0048 621-06567 0.100 kGAL | 1.00000 0.10| 55.00000 5.50| 50.00000 5.00 WATER | | | 0049 621-06574 90.000 SYS | 12.00000 1080.00| 18.00000 1620.00| 15.30000 1377.00 SODDING | | | 0050 628-09401 9.000 MOS | 2200.00000 19800.00| 3200.00000 28800.00| 2200.00000 19800.00 FIELD OFFICE, A | | | 0051 702-51110 6168.000 LBS | 5.00000 30840.00| 2.95000 18195.60| 3.25000 20046.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0052 702-51863 136.000 EACH | 15.00000 2040.00| 15.00000 2040.00| 11.00000 1496.00 FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51032 234065.000 LBS | 0.75000 175548.75| 0.80000 187252.00| 1.00000 234065.00 REINFORCING STEEL, EPOXY COATED | | | 0054 703-97936 334.000 EACH | 14.00000 4676.00| 15.75000 5260.50| 20.00000 6680.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0055 704-51002 608.500 CYS | 585.00000 355972.50| 750.00000 456375.00| 750.00000 456375.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -15 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1386990 |( 8 ) 35-1128289 |( 9 ) 32-0154474 |ISOM JACK CONSTRUCTION CO |BEATY CONSTRUCTION INC |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 706-05732 8.000 EACH | 1750.00000 14000.00| 1360.00000 10880.00| 1500.00000 12000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 90.600 CYS | 650.00000 58890.00| 540.00000 48924.00| 550.00000 49830.00 CONCRETE, C, RAILING | | | 0058 709-51821 LUMP | 8800.00000 8800.00| 6450.00000 6450.00| 5850.00000 5850.00 SURFACE SEAL , STR. NO. 1 | | | 0059 709-51821 LUMP | 8800.00000 8800.00| 6450.00000 6450.00| 5850.00000 5850.00 SURFACE SEAL , STR. NO. 2 | | | 0060 711-96800 4329.000 EACH | 2.65000 11471.85| 3.10000 13419.90| 3.00000 12987.00 STUD SHEAR CONNECTORS | | | 0061 715-91361 98.000 LFT | 15.00000 1470.00| 48.00000 4704.00| 30.00000 2940.00 PIPE, PVC, 6 IN. | | | 0062 724-51925 262.000 LFT | 185.00000 48470.00| 195.00000 51090.00| 150.00000 39300.00 STRUCTURAL EXPANSION JOINT, SS | | | 0063 801-01093 8.000 EACH | 1000.00000 8000.00| 88.00000 704.00| 710.00000 5680.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0064 801-01504 8.000 EACH | 35.00000 280.00| 630.00000 5040.00| 60.00000 480.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0065 801-03290 2.000 EACH | 180.00000 360.00| 245.00000 490.00| 395.00000 790.00 CONSTRUCTION SIGN, C | | | 0066 801-06207 13379.000 LFT | 1.05000 14047.95| 1.00000 13379.00| 0.54000 7224.66 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0067 801-06640 37.000 EACH | 165.00000 6105.00| 180.00000 6660.00| 77.00000 2849.00 CONSTRUCTION SIGN, A | | | 0068 801-06645 14.000 EACH | 66.00000 924.00| 99.00000 1386.00| 52.00000 728.00 CONSTRUCTION SIGN, B | | | 0069 801-06710 480.000 DAY | 14.00000 6720.00| 2.75000 1320.00| 0.01000 4.80 FLASHING ARROW SIGN | | | 0070 801-06775 LUMP | 20000.00000 20000.00| 25000.00000 25000.00| 18000.00000 18000.00 MAINTAINING TRAFFIC | | | 0071 801-07024 2.000 EACH | 7900.00000 15800.00| 7400.00000 14800.00| 6700.00000 13400.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0072 801-07119 36.000 LFT | 16.00000 576.00| 19.25000 693.00| 16.25000 585.00 BARRICADE, III-B | | | 0073 801-08508 920.000 LFT | 35.00000 32200.00| 32.50000 29900.00| 40.00000 36800.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -16 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1386990 |( 8 ) 35-1128289 |( 9 ) 32-0154474 |ISOM JACK CONSTRUCTION CO |BEATY CONSTRUCTION INC |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 802-05704 21.400 LFT | 25.00000 535.00| 13.25000 283.55| 12.00000 256.80 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0075 802-07060 2.000 EACH | 225.00000 450.00| 105.00000 210.00| 95.00000 190.00 SIGN, SHEET, RELOCATE | | | 0076 805-02503 185.000 LFT | 0.85000 157.25| 7.00000 1295.00| 0.50000 92.50 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0077 805-78785 1.000 EACH | 2000.00000 2000.00| 1100.00000 1100.00| 1750.00000 1750.00 SIGNAL DETECTOR HOUSING | | | 0078 805-78795 65.000 LFT | 15.00000 975.00| 20.00000 1300.00| 10.00000 650.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0079 808-03002 804.000 LFT | 1.55000 1246.20| 0.75000 603.00| 0.73000 586.92 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0080 808-03631 1720.000 LFT | 1.55000 2666.00| 0.55000 946.00| 0.73000 1255.60 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0081 808-03632 1816.000 LFT | 1.55000 2814.80| 0.55000 998.80| 0.73000 1325.68 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0082 808-06716 596.000 LFT | 1.44000 858.24| 1.20000 715.20| 5.00000 2980.00 LINE, REMOVE | | | 0083 808-75996 12.000 EACH | 15.00000 180.00| 60.00000 720.00| 11.24000 134.88 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0084 808-75998 12.000 EACH | 185.00000 2220.00| 150.00000 1800.00| 98.00000 1176.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0085 202-05543 250.000 SFT | 175.00000 43750.00| 23.75000 5937.50| 60.00000 15000.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | SECTION TOTALS | $ 1,525,207.94| $ 1,536,959.05| $ 1,621,875.44 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,525,207.94| $ 1,536,959.05| $ 1,621,875.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -17 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 7500.00000 7500.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0007 110-01001 LUMP | 81585.97000 81585.97| | MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02240 542.000 SYS | 20.00000 10840.00| | PAVEMENT REMOVAL | | | 0009 202-02241 865.000 LFT | 0.20000 173.00| | GUARDRAIL, REMOVE | | | 0011 202-51328 LUMP | 145000.00000 145000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR . NO. 2 | | | 0012 202-51328 LUMP | 145000.00000 145000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0013 202-99187 188.500 LFT | 3.00000 565.50| | FENCE, FARM FIELD, REMOVE | | | 0014 203-02000 490.000 CYS | 30.00000 14700.00| | EXCAVATION, COMMON | | | 0015 203-08607 780.000 LFT | 10.00000 7800.00| | LINEAR GRADING | | | 0016 205-02770 80.000 SYS | 4.55000 364.00| | EROSION CONTROL BLANKET | | | 0017 205-06932 60.000 LFT | 12.35000 741.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06933 2.000 EACH | 125.00000 250.00| | TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -18 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 206-51230 146.000 CYS | 15.00000 2190.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 211-06467 146.000 CYS | 60.00000 8760.00| | AGGREGATE FOR END BENT BACKFILL | | | 0021 302-07455 138.400 CYS | 60.00000 8304.00| | DENSE GRADED SUBBASE | | | 0022 303-01180 186.000 TON | 25.00000 4650.00| | COMPACTED AGGREGATE, NO. 53 | | | 0023 303-60012 100.000 TON | 35.00000 3500.00| | AGGREGATE, 2 | | | 0024 304-07493 973.000 TON | 59.00000 57407.00| | WIDENING WITH HMA, TYPE B | | | 0025 306-08043 782.000 SYS | 20.00000 15640.00| | MILLING, TRANSITION | | | 0026 402-07433 166.000 TON | 108.50000 18011.00| | HMA SURFACE, TYPE B | | | 0027 406-05520 0.500 TON | 1000.00000 500.00| | ASPHALT FOR TACK COAT | | | 0028 502-06329 42.600 SYS | 200.00000 8520.00| | PCCP, 12 IN. | | | 0029 503-03489 96.000 EACH | 25.00000 2400.00| | RETROFITTED TIE BARS | | | 0030 503-05310 96.000 LFT | 275.00000 26400.00| | TERMINAL JOINT | | | 0031 601-01522 4.000 EACH | 2050.00000 8200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-94689 2.000 EACH | 2450.00000 4900.00| | GUARDRAIL END TREATMENT, OS | | | 0033 601-94690 2.000 EACH | 4000.00000 8000.00| | GUARDRAIL END TREATMENT, MS | | | 0034 601-99105 325.000 LFT | 18.50000 6012.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 601-99108 425.000 LFT | 26.50000 11262.50| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0036 602-06729 24.000 EACH | 14.00000 336.00| | BARRIER DELINEATOR | | | 0037 603-06040 188.500 LFT | 18.00000 3393.00| | FENCE, FARM FIELD, 47 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -19 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 606-07484 2255.000 LFT | 2.00000 4510.00| | MILLED HMA SHOULDER CORRUGATIONS | | | 0039 609-06259 830.400 SYS | 90.00000 74736.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0040 616-02320 566.000 SYS | 3.00000 1698.00| | GEOTEXTILES | | | 0041 616-06405 216.000 TON | 35.00000 7560.00| | RIPRAP, REVETMENT | | | 0042 619-09429 19832.000 SFT | 0.71000 14080.72| | CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | | QP-2 | | | 0043 619-09437 19832.000 SFT | 0.28000 5552.96| | PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | | 0044 621-01004 2.000 EACH | 175.00000 350.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-01620 830.000 SYS | 0.80000 664.00| | MULCHED SEEDING, LEGUME, 1 | | | 0046 621-02363 3200.000 SYS | 0.45000 1440.00| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0047 621-06559 4280.000 SYS | 0.52000 2225.60| | MULCHED SEEDING, R | | | 0048 621-06567 0.100 kGAL | 50.00000 5.00| | WATER | | | 0049 621-06574 90.000 SYS | 15.30000 1377.00| | SODDING | | | 0050 628-09401 9.000 MOS | 2000.00000 18000.00| | FIELD OFFICE, A | | | 0051 702-51110 6168.000 LBS | 3.00000 18504.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0052 702-51863 136.000 EACH | 15.00000 2040.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51032 234065.000 LBS | 0.90000 210658.50| | REINFORCING STEEL, EPOXY COATED | | | 0054 703-97936 334.000 EACH | 25.00000 8350.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0055 704-51002 608.500 CYS | 625.00000 380312.50| | CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -20 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 706-05732 8.000 EACH | 2000.00000 16000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 90.600 CYS | 500.00000 45300.00| | CONCRETE, C, RAILING | | | 0058 709-51821 LUMP | 5850.00000 5850.00| | SURFACE SEAL , STR. NO. 1 | | | 0059 709-51821 LUMP | 5850.00000 5850.00| | SURFACE SEAL , STR. NO. 2 | | | 0060 711-96800 4329.000 EACH | 2.82000 12207.78| | STUD SHEAR CONNECTORS | | | 0061 715-91361 98.000 LFT | 50.00000 4900.00| | PIPE, PVC, 6 IN. | | | 0062 724-51925 262.000 LFT | 140.00000 36680.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0063 801-01093 8.000 EACH | 575.00000 4600.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0064 801-01504 8.000 EACH | 80.00000 640.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0065 801-03290 2.000 EACH | 225.00000 450.00| | CONSTRUCTION SIGN, C | | | 0066 801-06207 13379.000 LFT | 0.94000 12576.26| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0067 801-06640 37.000 EACH | 165.00000 6105.00| | CONSTRUCTION SIGN, A | | | 0068 801-06645 14.000 EACH | 90.00000 1260.00| | CONSTRUCTION SIGN, B | | | 0069 801-06710 480.000 DAY | 2.50000 1200.00| | FLASHING ARROW SIGN | | | 0070 801-06775 LUMP | 12000.00000 12000.00| | MAINTAINING TRAFFIC | | | 0071 801-07024 2.000 EACH | 7500.00000 15000.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0072 801-07119 36.000 LFT | 17.50000 630.00| | BARRICADE, III-B | | | 0073 801-08508 920.000 LFT | 50.00000 46000.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 411 -21 TABULATION OF BIDS ROUTE : US 31 CALL ORDER : 411 CONTRACT ID : B -27741-A COUNTIES : MIAMI LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 802-05704 21.400 LFT | 12.00000 256.80| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0075 802-07060 2.000 EACH | 95.00000 190.00| | SIGN, SHEET, RELOCATE | | | 0076 805-02503 185.000 LFT | 0.60000 111.00| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0077 805-78785 1.000 EACH | 2101.05000 2101.05| | SIGNAL DETECTOR HOUSING | | | 0078 805-78795 65.000 LFT | 12.01000 780.65| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0079 808-03002 804.000 LFT | 0.65000 522.60| | LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0080 808-03631 1720.000 LFT | 0.50000 860.00| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0081 808-03632 1816.000 LFT | 0.50000 908.00| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0082 808-06716 596.000 LFT | 1.10000 655.60| | LINE, REMOVE | | | 0083 808-75996 12.000 EACH | 15.00000 180.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0084 808-75998 12.000 EACH | 140.00000 1680.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0085 202-05543 250.000 SFT | 125.00000 31250.00| | REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | SECTION TOTALS | $ 1,631,719.49| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,631,719.49| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 421 -1 VENDOR RANKING CALL ORDER : 421 CONTRACT ID : B -28868-A COUNTIES : FLOYD LETTING DATE : 01/14/09 10:00 AM DISTRICT : 65 CONTRACT TIME : 08/29/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0201181 0710271 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 61-1023045 FAULKNER CONSTRUCTION LLC $ 1,197,000.00 100.0000% 2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 1,378,587.06 115.1702% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,480,141.54 123.6543% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 1,645,000.00 137.4269% 5 35-1385672 FORCE CONSTRUCTION CO INC $ 1,784,466.87 149.0783% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 421 -2 TABULATION OF BIDS ROUTE : 311 CALL ORDER : 421 CONTRACT ID : B -28868-A COUNTIES : FLOYD LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 61-1023045 |( 2 ) 35-1487672 |( 3 ) 35-1618530 |FAULKNER CONSTRUCTION LLC |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK OVERLAY | | | 0001 105-06845 LUMP | 1000.00000 1000.00| 3000.00000 3000.00| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 200.00000 600.00| 200.00000 600.00| 350.00000 1050.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 30.000 MOS | 300.00000 9000.00| 100.00000 3000.00| 75.00000 2250.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 110-01001 LUMP | 57000.00000 57000.00| 50000.00000 50000.00| 74007.07000 74007.07 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 500.00000 500.00| 2000.00000 2000.00| 7400.70000 7400.70 CLEARING RIGHT OF WAY | | | 0012 202-01300 7.000 EACH | 1050.00000 7350.00| 150.00000 1050.00| 150.00000 1050.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-02240 1172.000 SYS | 4.00000 4688.00| 5.00000 5860.00| 12.00000 14064.00 PAVEMENT REMOVAL | | | 0014 202-02241 1930.000 LFT | 1.50000 2895.00| 1.30000 2509.00| 1.50000 2895.00 GUARDRAIL, REMOVE | | | 0015 202-02272 26.000 LFT | 15.00000 390.00| 41.00000 1066.00| 20.00000 520.00 PAVED SIDE DITCH, REMOVE | | | 0016 202-51328 LUMP | 25000.00000 25000.00| 150000.00000 150000.00| 114000.00000 114000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0017 202-91385 2.000 EACH | 300.00000 600.00| 475.00000 950.00| 500.00000 1000.00 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 421 -3 TABULATION OF BIDS ROUTE : 311 CALL ORDER : 421 CONTRACT ID : B -28868-A COUNTIES : FLOYD LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 61-1023045 |( 2 ) 35-1487672 |( 3 ) 35-1618530 |FAULKNER CONSTRUCTION LLC |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 203-02000 70.000 CYS | 55.00000 3850.00| 35.00000 2450.00| 25.00000 1750.00 EXCAVATION, COMMON | | | 0020 203-08607 212.000 LFT | 5.00000 1060.00| 20.00000 4240.00| 10.00000 2120.00 LINEAR GRADING | | | 0021 213-09269 290.000 CYS | 25.00000 7250.00| 75.00000 21750.00| 100.00000 29000.00 FLOWABLE BACKFILL, NON-REMOVEABLE | | | 0022 302-07455 245.000 CYS | 25.00000 6125.00| 45.00000 11025.00| 50.00000 12250.00 DENSE GRADED SUBBASE | | | 0023 306-08041 775.000 SYS | 2.65000 2053.75| 2.25000 1743.75| 4.00000 3100.00 MILLING, PCCP | | | 0024 306-08043 1084.000 SYS | 2.65000 2872.60| 2.25000 2439.00| 4.00000 4336.00 MILLING, TRANSITION | | | 0025 406-05521 4726.000 SYS | 0.10000 472.60| 0.25000 1181.50| 0.10000 472.60 ASPHALT FOR TACK COAT | | | 0026 502-06457 147.000 SYS | 65.00000 9555.00| 115.00000 16905.00| 100.00000 14700.00 PCCP, 9 IN. | | | 0027 503-03489 86.000 EACH | 16.00000 1376.00| 23.00000 1978.00| 60.00000 5160.00 RETROFITTED TIE BARS | | | 0028 503-05310 120.000 LFT | 74.00000 8880.00| 142.00000 17040.00| 175.00000 21000.00 TERMINAL JOINT | | | 0029 601-01522 8.000 EACH | 2060.00000 16480.00| 1950.00000 15600.00| 2060.00000 16480.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-05999 2.000 EACH | 90.00000 180.00| 50.00000 100.00| 90.00000 180.00 CURVED TERMINAL END | | | 0031 601-08433 1.000 EACH | 895.00000 895.00| 600.00000 600.00| 895.00000 895.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 1 | | | 0032 601-94689 2.000 EACH | 2395.00000 4790.00| 2340.00000 4680.00| 2395.00000 4790.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-94690 2.000 EACH | 3695.00000 7390.00| 3850.00000 7700.00| 3695.00000 7390.00 GUARDRAIL END TREATMENT, MS | | | 0034 601-99105 425.000 LFT | 22.81000 9694.25| 16.70000 7097.50| 22.81000 9694.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 601-99106 12.500 LFT | 35.60000 445.00| 28.00000 350.00| 35.60000 445.00 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0036 601-99108 406.250 LFT | 25.40000 10318.75| 24.85000 10095.31| 25.40000 10318.75 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0037 602-06729 28.000 EACH | 14.00000 392.00| 20.00000 560.00| 14.00000 392.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 421 -4 TABULATION OF BIDS ROUTE : 311 CALL ORDER : 421 CONTRACT ID : B -28868-A COUNTIES : FLOYD LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 61-1023045 |( 2 ) 35-1487672 |( 3 ) 35-1618530 |FAULKNER CONSTRUCTION LLC |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 605-05523 20.000 LFT | 115.00000 2300.00| 120.00000 2400.00| 115.00000 2300.00 CURB, HMA | | | 0039 609-06259 538.000 SYS | 62.00000 33356.00| 90.00000 48420.00| 125.00000 67250.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0040 610-07487 298.000 TON | 87.00000 25926.00| 123.00000 36654.00| 87.00000 25926.00 HMA FOR APPROACHES, TYPE B | | | 0041 616-02320 462.000 SYS | 1.50000 693.00| 4.00000 1848.00| 2.00000 924.00 GEOTEXTILES | | | 0042 616-06451 16.000 TON | 40.00000 640.00| 48.00000 768.00| 50.00000 800.00 RIPRAP, UNIFORM | | | 0043 619-04414 2.000 EACH | 63.00000 126.00| 1000.00000 2000.00| 350.00000 700.00 DRAIN EXTENSION | | | 0044 619-09429 20839.000 SFT | 1.35000 28132.65| 1.00000 20839.00| 0.53000 11044.67 CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | | QP-2 | | | 0045 619-09437 20839.000 SFT | 2.20000 45845.80| 1.60000 33342.40| 0.60000 12503.40 PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | | 0046 619-98427 2.000 EACH | 244.00000 488.00| 300.00000 600.00| 750.00000 1500.00 CLEAN DRAINS | | | 0047 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 515.00000 1030.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06559 2322.000 SYS | 0.85000 1973.70| 2.00000 4644.00| 0.97000 2252.34 MULCHED SEEDING, R | | | 0049 621-06567 3.000 kGAL | 5.00000 15.00| 10.00000 30.00| 1.00000 3.00 WATER | | | 0050 621-06574 30.000 SYS | 25.00000 750.00| 10.00000 300.00| 30.33000 909.90 SODDING | | | 0051 628-09402 10.000 MOS | 1500.00000 15000.00| 1750.00000 17500.00| 2500.00000 25000.00 FIELD OFFICE, B | | | 0052 628-09407 20.000 MOS | 25.00000 500.00| 200.00000 4000.00| 350.00000 7000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0053 702-51110 645.000 LBS | 4.00000 2580.00| 8.00000 5160.00| 3.00000 1935.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | , OS | | | 0054 702-51863 310.000 EACH | 6.50000 2015.00| 11.00000 3410.00| 15.00000 4650.00 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 421 -5 TABULATION OF BIDS ROUTE : 311 CALL ORDER : 421 CONTRACT ID : B -28868-A COUNTIES : FLOYD LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 61-1023045 |( 2 ) 35-1487672 |( 3 ) 35-1618530 |FAULKNER CONSTRUCTION LLC |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 702-92857 86.000 CYS | 800.00000 68800.00| 700.00000 60200.00| 900.00000 77400.00 CONCRETE, C, SUBSTRUCTURE | | | 0056 703-06029 75000.000 LBS | 0.75000 56250.00| 1.00000 75000.00| 0.90000 67500.00 REINFORCING BARS, EPOXY COATED | | | 0057 703-97936 248.000 EACH | 14.90000 3695.20| 12.50000 3100.00| 20.00000 4960.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0058 704-51002 102.000 CYS | 800.00000 81600.00| 800.00000 81600.00| 600.00000 61200.00 CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-06339 456.000 LFT | 41.00000 18696.00| 90.00000 41040.00| 70.00000 31920.00 RAILING, PF-1 | | | 0060 706-06351 4.000 EACH | 1700.00000 6800.00| 2000.00000 8000.00| 1800.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 , TBC MOD | | | 0061 706-06351 4.000 EACH | 1700.00000 6800.00| 2000.00000 8000.00| 1800.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 , TPF-1 MOD | | | 0062 706-51020 72.000 CYS | 569.72000 41019.84| 590.00000 42480.00| 600.00000 43200.00 CONCRETE, C, RAILING | | | 0063 709-51821 LUMP | 5580.00000 5580.00| 4656.00000 4656.00| 4656.00000 4656.00 SURFACE SEAL | | | 0064 710-51870 250.000 SFT | 4.00000 1000.00| 60.00000 15000.00| 75.00000 18750.00 REPOINTING MASONRY IN STRUCTURES | | | 0065 711-51035 5000.000 LBS | 3.00000 15000.00| 4.00000 20000.00| 4.50000 22500.00 STRUCTURAL STEEL | | | 0066 711-51864 88.000 EACH | 50.00000 4400.00| 28.00000 2464.00| 35.00000 3080.00 DRILLED HOLE | | | 0067 711-51877 LUMP | 102615.75000 102615.75| 19000.00000 19000.00| 50000.00000 50000.00 JACKING AND SUPPORTING BEAMS | | | 0068 711-96479 94.000 EACH | 50.00000 4700.00| 33.00000 3102.00| 30.00000 2820.00 BOLT, REMOVE | | | 0069 715-91361 14.000 LFT | 25.00000 350.00| 40.00000 560.00| 75.00000 1050.00 PIPE, PVC, 6 IN. | | | 0070 720-07253 2.000 EACH | 2400.00000 4800.00| 1250.00000 2500.00| 1500.00000 3000.00 INLET, R | | | 0071 720-44070 2.000 EACH | 1000.00000 2000.00| 800.00000 1600.00| 1000.00000 2000.00 CASTING, 13, FURNISH AND ADJUST TO GRAD | | | 0072 722-51401 2225.000 SFT | 2.00000 4450.00| 21.00000 46725.00| 15.00000 33375.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0073 722-51842 2307.000 SYS | 50.43000 116342.01| 55.00000 126885.00| 75.00000 173025.00 BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 421 -6 TABULATION OF BIDS ROUTE : 311 CALL ORDER : 421 CONTRACT ID : B -28868-A COUNTIES : FLOYD LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 61-1023045 |( 2 ) 35-1487672 |( 3 ) 35-1618530 |FAULKNER CONSTRUCTION LLC |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 722-51846 36.000 CYS | 330.00000 11880.00| 330.00000 11880.00| 330.00000 11880.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0075 722-51852 3114.000 SFT | 3.56000 11085.84| 18.00000 56052.00| 4.00000 12456.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0076 722-60824 1962.000 SYS | 14.33000 28115.46| 1.65000 3237.30| 5.00000 9810.00 SURFACE MILLING | | | 0077 724-51925 198.000 LFT | 76.60000 15166.80| 130.00000 25740.00| 125.00000 24750.00 STRUCTURAL EXPANSION JOINT, SS | | | 0078 726-92406 28.000 EACH | 1357.00000 37996.00| 1600.00000 44800.00| 2000.00000 56000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0079 801-01504 27.000 EACH | 45.00000 1215.00| 20.00000 540.00| 45.00000 1215.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0080 801-03290 2.000 EACH | 195.00000 390.00| 275.00000 550.00| 195.00000 390.00 CONSTRUCTION SIGN, C | | | 0081 801-06203 40.000 LFT | 1.00000 40.00| 1.07000 42.80| 1.00000 40.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0082 801-06207 10245.000 LFT | 0.90000 9220.50| 1.07000 10962.15| 0.90000 9220.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0083 801-06640 24.000 EACH | 115.00000 2760.00| 195.00000 4680.00| 115.00000 2760.00 CONSTRUCTION SIGN, A | | | 0084 801-06645 2.000 EACH | 60.00000 120.00| 50.00000 100.00| 60.00000 120.00 CONSTRUCTION SIGN, B | | | 0085 801-06775 LUMP | 107582.14000 107582.14| 29000.00000 29000.00| 95000.00000 95000.00 MAINTAINING TRAFFIC | | | 0086 801-07023 2.000 EACH | 2500.00000 5000.00| 6750.00000 13500.00| 2500.00000 5000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0090 802-04993 LUMP | 1330.00000 1330.00| 1330.00000 1330.00| 1330.00000 1330.00 SIGN , OVERHEAD PANEL, REMOVE | | | 0091 802-07057 240.000 SFT | 20.00000 4800.00| 20.00000 4800.00| 20.00000 4800.00 SIGN, PANEL, WITH LEGEND | | | 0092 802-07057 20.000 SFT | 20.00000 400.00| 20.00000 400.00| 20.00000 400.00 SIGN, PANEL, WITH LEGEND , EXIT PLAQUE | | | 0093 802-07154 2.000 EACH | 400.00000 800.00| 400.00000 800.00| 400.00000 800.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0094 802-76025 15.000 SFT | 24.00000 360.00| 24.00000 360.00| 24.00000 360.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 421 -7 TABULATION OF BIDS ROUTE : 311 CALL ORDER : 421 CONTRACT ID : B -28868-A COUNTIES : FLOYD LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 61-1023045 |( 2 ) 35-1487672 |( 3 ) 35-1618530 |FAULKNER CONSTRUCTION LLC |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 802-76095 1142.000 LBS | 4.50000 5139.00| 4.50000 5139.00| 4.50000 5139.00 STRUCTURAL STEEL, BREAKAWAY | | | 0096 805-01836 1000.000 LFT | 1.00000 1000.00| 1.00000 1000.00| 1.00000 1000.00 SIGNAL CABLE DETECTOR, 2C 16GA., | | | SHIELDED, LEAD IN | | | 0097 805-78470 800.000 LFT | 0.40000 320.00| 0.40000 320.00| 0.40000 320.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0098 805-78785 3.000 EACH | 550.00000 1650.00| 550.00000 1650.00| 550.00000 1650.00 SIGNAL DETECTOR HOUSING | | | 0099 805-78795 320.000 LFT | 8.00000 2560.00| 8.00000 2560.00| 8.00000 2560.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0100 808-03631 410.000 LFT | 1.20000 492.00| 1.20000 492.00| 1.20000 492.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0101 808-06711 514.000 LFT | 0.28000 143.92| 1.20000 616.80| 0.28000 143.92 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0102 808-06713 2292.000 LFT | 0.28000 641.76| 0.60000 1375.20| 0.28000 641.76 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0103 808-06714 1656.000 LFT | 0.28000 463.68| 0.60000 993.60| 0.28000 463.68 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0104 808-06716 2245.000 LFT | 1.00000 2245.00| 0.75000 1683.75| 1.00000 2245.00 LINE, REMOVE | | | 0105 808-74805 120.000 LFT | 8.00000 960.00| 8.00000 960.00| 8.00000 960.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0106 808-74807 4.000 EACH | 86.00000 344.00| 86.00000 344.00| 86.00000 344.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0107 808-74808 2.000 EACH | 90.00000 180.00| 90.00000 180.00| 90.00000 180.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0108 808-75320 2.000 EACH | 60.00000 120.00| 225.00000 450.00| 60.00000 120.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0109 808-75325 1.000 EACH | 70.00000 70.00| 335.00000 335.00| 70.00000 70.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0110 202-99383 120.000 LFT | 18.00000 2160.00| 73.00000 8760.00| 20.00000 2400.00 TERMINAL JOINT, REMOVE | | | 0111 801-09133 4.000 EACH | 750.00000 3000.00| 4500.00000 18000.00| 7200.00000 28800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 421 -8 TABULATION OF BIDS ROUTE : 311 CALL ORDER : 421 CONTRACT ID : B -28868-A COUNTIES : FLOYD LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 61-1023045 |( 2 ) 35-1487672 |( 3 ) 35-1618530 |FAULKNER CONSTRUCTION LLC |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0112 801-08508 930.000 LFT | 30.00000 27900.00| 35.00000 32550.00| 50.00000 46500.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | SECTION TOTALS | $ 1,197,000.00| $ 1,378,587.06| $ 1,480,141.54 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,197,000.00| $ 1,378,587.06| $ 1,480,141.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 421 -9 TABULATION OF BIDS ROUTE : 311 CALL ORDER : 421 CONTRACT ID : B -28868-A COUNTIES : FLOYD LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1385672 |( ) |GOHMANN ASPHALT & CONSTR INC |FORCE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK OVERLAY | | | 0001 105-06845 LUMP | 15714.31000 15714.31| 4900.00000 4900.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 250.00000 750.00| 175.00000 525.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 30.000 MOS | 130.00000 3900.00| 125.00000 3750.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0010 110-01001 LUMP | 82000.00000 82000.00| 89000.00000 89000.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 8000.00000 8000.00| 5118.09000 5118.09| CLEARING RIGHT OF WAY | | | 0012 202-01300 7.000 EACH | 150.00000 1050.00| 150.00000 1050.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-02240 1172.000 SYS | 25.00000 29300.00| 19.16000 22455.52| PAVEMENT REMOVAL | | | 0014 202-02241 1930.000 LFT | 3.00000 5790.00| 1.50000 2895.00| GUARDRAIL, REMOVE | | | 0015 202-02272 26.000 LFT | 22.00000 572.00| 17.05000 443.30| PAVED SIDE DITCH, REMOVE | | | 0016 202-51328 LUMP | 225000.00000 225000.00| 131814.00000 131814.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0017 202-91385 2.000 EACH | 475.00000 950.00| 304.73000 609.46| INLET, REMOVE | | | 0019 203-02000 70.000 CYS | 35.00000 2450.00| 52.52000 3676.40| EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 421 -10 TABULATION OF BIDS ROUTE : 311 CALL ORDER : 421 CONTRACT ID : B -28868-A COUNTIES : FLOYD LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1385672 |( ) |GOHMANN ASPHALT & CONSTR INC |FORCE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 203-08607 212.000 LFT | 12.50000 2650.00| 25.54000 5414.48| LINEAR GRADING | | | 0021 213-09269 290.000 CYS | 80.00000 23200.00| 71.66000 20781.40| FLOWABLE BACKFILL, NON-REMOVEABLE | | | 0022 302-07455 245.000 CYS | 75.00000 18375.00| 87.31000 21390.95| DENSE GRADED SUBBASE | | | 0023 306-08041 775.000 SYS | 9.00000 6975.00| 6.89000 5339.75| MILLING, PCCP | | | 0024 306-08043 1084.000 SYS | 6.75000 7317.00| 4.56000 4943.04| MILLING, TRANSITION | | | 0025 406-05521 4726.000 SYS | 0.12000 567.12| 0.10000 472.60| ASPHALT FOR TACK COAT | | | 0026 502-06457 147.000 SYS | 92.00000 13524.00| 79.83000 11735.01| PCCP, 9 IN. | | | 0027 503-03489 86.000 EACH | 20.00000 1720.00| 30.14000 2592.04| RETROFITTED TIE BARS | | | 0028 503-05310 120.000 LFT | 175.00000 21000.00| 167.23000 20067.60| TERMINAL JOINT | | | 0029 601-01522 8.000 EACH | 1950.00000 15600.00| 2060.00000 16480.00| GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-05999 2.000 EACH | 50.00000 100.00| 90.00000 180.00| CURVED TERMINAL END | | | 0031 601-08433 1.000 EACH | 600.00000 600.00| 895.00000 895.00| GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 1 | | | 0032 601-94689 2.000 EACH | 2340.00000 4680.00| 2395.00000 4790.00| GUARDRAIL END TREATMENT, OS | | | 0033 601-94690 2.000 EACH | 3850.00000 7700.00| 3695.00000 7390.00| GUARDRAIL END TREATMENT, MS | | | 0034 601-99105 425.000 LFT | 16.70000 7097.50| 22.81000 9694.25| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 601-99106 12.500 LFT | 28.00000 350.00| 35.60000 445.00| GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0036 601-99108 406.250 LFT | 24.85000 10095.31| 25.40000 10318.75| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0037 602-06729 28.000 EACH | 14.00000 392.00| 25.00000 700.00| BARRIER DELINEATOR | | | 0038 605-05523 20.000 LFT | 127.00000 2540.00| 115.00000 2300.00| CURB, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 421 -11 TABULATION OF BIDS ROUTE : 311 CALL ORDER : 421 CONTRACT ID : B -28868-A COUNTIES : FLOYD LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1385672 |( ) |GOHMANN ASPHALT & CONSTR INC |FORCE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 609-06259 538.000 SYS | 110.00000 59180.00| 77.34000 41608.92| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0040 610-07487 298.000 TON | 88.00000 26224.00| 87.00000 25926.00| HMA FOR APPROACHES, TYPE B | | | 0041 616-02320 462.000 SYS | 4.00000 1848.00| 1.54000 711.48| GEOTEXTILES | | | 0042 616-06451 16.000 TON | 50.00000 800.00| 74.87000 1197.92| RIPRAP, UNIFORM | | | 0043 619-04414 2.000 EACH | 500.00000 1000.00| 135.62000 271.24| DRAIN EXTENSION | | | 0044 619-09429 20839.000 SFT | 1.00000 20839.00| 1.35000 28132.65| CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | | QP-2 | | | 0045 619-09437 20839.000 SFT | 0.43000 8960.77| 2.20000 45845.80| PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | | 0046 619-98427 2.000 EACH | 1500.00000 3000.00| 309.74000 619.48| CLEAN DRAINS | | | 0047 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06559 2322.000 SYS | 0.85000 1973.70| 0.85000 1973.70| MULCHED SEEDING, R | | | 0049 621-06567 3.000 kGAL | 5.00000 15.00| 5.00000 15.00| WATER | | | 0050 621-06574 30.000 SYS | 25.00000 750.00| 25.00000 750.00| SODDING | | | 0051 628-09402 10.000 MOS | 1600.00000 16000.00| 1545.76000 15457.60| FIELD OFFICE, B | | | 0052 628-09407 20.000 MOS | 200.00000 4000.00| 308.35000 6167.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0053 702-51110 645.000 LBS | 3.00000 1935.00| 10.33000 6662.85| GRATES, BASINS, AND FITTINGS, CAST IRON | | | , OS | | | 0054 702-51863 310.000 EACH | 15.00000 4650.00| 12.10000 3751.00| FIELD DRILLED HOLE IN CONCRETE | | | 0055 702-92857 86.000 CYS | 1125.00000 96750.00| 921.05000 79210.30| CONCRETE, C, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 421 -12 TABULATION OF BIDS ROUTE : 311 CALL ORDER : 421 CONTRACT ID : B -28868-A COUNTIES : FLOYD LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1385672 |( ) |GOHMANN ASPHALT & CONSTR INC |FORCE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 703-06029 75000.000 LBS | 0.90000 67500.00| 1.25000 93750.00| REINFORCING BARS, EPOXY COATED | | | 0057 703-97936 248.000 EACH | 15.00000 3720.00| 21.66000 5371.68| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0058 704-51002 102.000 CYS | 1300.00000 132600.00| 1126.52000 114905.04| CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-06339 456.000 LFT | 93.00000 42408.00| 91.34000 41651.04| RAILING, PF-1 | | | 0060 706-06351 4.000 EACH | 1500.00000 6000.00| 2568.10000 10272.40| CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 , TBC MOD | | | 0061 706-06351 4.000 EACH | 1600.00000 6400.00| 2568.10000 10272.40| CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 , TPF-1 MOD | | | 0062 706-51020 72.000 CYS | 600.00000 43200.00| 855.81000 61618.32| CONCRETE, C, RAILING | | | 0063 709-51821 LUMP | 5580.00000 5580.00| 5580.00000 5580.00| SURFACE SEAL | | | 0064 710-51870 250.000 SFT | 175.00000 43750.00| 37.35000 9337.50| REPOINTING MASONRY IN STRUCTURES | | | 0065 711-51035 5000.000 LBS | 2.25000 11250.00| 5.31000 26550.00| STRUCTURAL STEEL | | | 0066 711-51864 88.000 EACH | 25.00000 2200.00| 12.00000 1056.00| DRILLED HOLE | | | 0067 711-51877 LUMP | 40000.00000 40000.00| 21417.05000 21417.05| JACKING AND SUPPORTING BEAMS | | | 0068 711-96479 94.000 EACH | 20.00000 1880.00| 12.77000 1200.38| BOLT, REMOVE | | | 0069 715-91361 14.000 LFT | 35.00000 490.00| 24.63000 344.82| PIPE, PVC, 6 IN. | | | 0070 720-07253 2.000 EACH | 2600.00000 5200.00| 2282.08000 4564.16| INLET, R | | | 0071 720-44070 2.000 EACH | 1200.00000 2400.00| 489.07000 978.14| CASTING, 13, FURNISH AND ADJUST TO GRAD | | | 0072 722-51401 2225.000 SFT | 24.00000 53400.00| 48.97000 108958.25| BRIDGE DECK PATCHING, FULL DEPTH | | | 0073 722-51842 2307.000 SYS | 55.00000 126885.00| 96.93000 223617.51| BRIDGE DECK OVERLAY | | | 0074 722-51846 36.000 CYS | 330.00000 11880.00| 330.00000 11880.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 421 -13 TABULATION OF BIDS ROUTE : 311 CALL ORDER : 421 CONTRACT ID : B -28868-A COUNTIES : FLOYD LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1385672 |( ) |GOHMANN ASPHALT & CONSTR INC |FORCE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 722-51852 3114.000 SFT | 15.00000 46710.00| 26.57000 82738.98| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0076 722-60824 1962.000 SYS | 5.00000 9810.00| 4.95000 9711.90| SURFACE MILLING | | | 0077 724-51925 198.000 LFT | 120.00000 23760.00| 124.58000 24666.84| STRUCTURAL EXPANSION JOINT, SS | | | 0078 726-92406 28.000 EACH | 1200.00000 33600.00| 2227.45000 62368.60| BEARING ASSEMBLY, ELASTOMERIC | | | 0079 801-01504 27.000 EACH | 45.00000 1215.00| 45.00000 1215.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0080 801-03290 2.000 EACH | 195.00000 390.00| 195.00000 390.00| CONSTRUCTION SIGN, C | | | 0081 801-06203 40.000 LFT | 1.00000 40.00| 1.00000 40.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0082 801-06207 10245.000 LFT | 1.04000 10654.80| 0.90000 9220.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0083 801-06640 24.000 EACH | 115.00000 2760.00| 115.00000 2760.00| CONSTRUCTION SIGN, A | | | 0084 801-06645 2.000 EACH | 60.00000 120.00| 60.00000 120.00| CONSTRUCTION SIGN, B | | | 0085 801-06775 LUMP | 38941.93000 38941.93| 36839.42000 36839.42| MAINTAINING TRAFFIC | | | 0086 801-07023 2.000 EACH | 2500.00000 5000.00| 2500.00000 5000.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0090 802-04993 LUMP | 1330.00000 1330.00| 1330.00000 1330.00| SIGN , OVERHEAD PANEL, REMOVE | | | 0091 802-07057 240.000 SFT | 20.00000 4800.00| 20.00000 4800.00| SIGN, PANEL, WITH LEGEND | | | 0092 802-07057 20.000 SFT | 20.00000 400.00| 20.00000 400.00| SIGN, PANEL, WITH LEGEND , EXIT PLAQUE | | | 0093 802-07154 2.000 EACH | 400.00000 800.00| 400.00000 800.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0094 802-76025 15.000 SFT | 24.00000 360.00| 24.00000 360.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0095 802-76095 1142.000 LBS | 4.50000 5139.00| 4.50000 5139.00| STRUCTURAL STEEL, BREAKAWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 421 -14 TABULATION OF BIDS ROUTE : 311 CALL ORDER : 421 CONTRACT ID : B -28868-A COUNTIES : FLOYD LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1385672 |( ) |GOHMANN ASPHALT & CONSTR INC |FORCE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 805-01836 1000.000 LFT | 1.00000 1000.00| 1.00000 1000.00| SIGNAL CABLE DETECTOR, 2C 16GA., | | | SHIELDED, LEAD IN | | | 0097 805-78470 800.000 LFT | 0.40000 320.00| 0.40000 320.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0098 805-78785 3.000 EACH | 550.00000 1650.00| 550.00000 1650.00| SIGNAL DETECTOR HOUSING | | | 0099 805-78795 320.000 LFT | 8.00000 2560.00| 8.00000 2560.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0100 808-03631 410.000 LFT | 7.42000 3042.20| 1.20000 492.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0101 808-06711 514.000 LFT | 0.28000 143.92| 0.28000 143.92| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0102 808-06713 2292.000 LFT | 0.28000 641.76| 0.28000 641.76| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0103 808-06714 1656.000 LFT | 0.28000 463.68| 0.28000 463.68| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0104 808-06716 2245.000 LFT | 1.00000 2245.00| 1.00000 2245.00| LINE, REMOVE | | | 0105 808-74805 120.000 LFT | 8.00000 960.00| 8.00000 960.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0106 808-74807 4.000 EACH | 86.00000 344.00| 86.00000 344.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0107 808-74808 2.000 EACH | 90.00000 180.00| 90.00000 180.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0108 808-75320 2.000 EACH | 225.00000 450.00| 60.00000 120.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0109 808-75325 1.000 EACH | 335.00000 335.00| 70.00000 70.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0110 202-99383 120.000 LFT | 100.00000 12000.00| 136.87000 16424.40| TERMINAL JOINT, REMOVE | | | 0111 801-09133 4.000 EACH | 5000.00000 20000.00| 7200.00000 28800.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0112 801-08508 930.000 LFT | 40.00000 37200.00| 59.52000 55353.60| TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | SECTION TOTALS | $ 1,645,000.00| $ 1,784,466.87| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,645,000.00| $ 1,784,466.87| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 431 -1 VENDOR RANKING CALL ORDER : 431 CONTRACT ID : B -29190-A COUNTIES : BROWN LETTING DATE : 01/14/09 10:00 AM DISTRICT : 65 CONTRACT TIME : 08/15/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0300038 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 694,112.94 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 824,221.25 118.7445% 3 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 887,714.00 127.8919% 4 61-1023045 FAULKNER CONSTRUCTION LLC $ 897,000.00 129.2297% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 962,754.84 138.7029% 6 35-1385672 FORCE CONSTRUCTION CO INC $ 996,895.41 143.6215% 7 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 1,035,000.00 149.1112% 8 35-1609544 SCHUTT-LOOKABILL CO $ 1,223,106.29 176.2114% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 431 -2 TABULATION OF BIDS ROUTE : 46 CALL ORDER : 431 CONTRACT ID : B -29190-A COUNTIES : BROWN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1310611 |( 3 ) 35-1487672 |MILESTONE CONTRACTORS LP |DUNCAN ROBERTSON INC |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK OVERLAY | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 10000.00000 10000.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 110-01001 LUMP | 34500.00000 34500.00| 45000.00000 45000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 13900.00000 13900.00| 20000.00000 20000.00| 4550.00000 4550.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 350.000 LFT | 1.60000 560.00| 5.00000 1750.00| 1.50000 525.00 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP | 20000.00000 20000.00| 150000.00000 150000.00| 95000.00000 95000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 213-09269 2.000 CYS | 400.00000 800.00| 250.00000 500.00| 210.00000 420.00 FLOWABLE BACKFILL, NON-REMOVEABLE | | | 0010 302-07455 28.000 CYS | 140.00000 3920.00| 50.00000 1400.00| 63.00000 1764.00 DENSE GRADED SUBBASE | | | 0011 306-08034 616.000 SYS | 10.00000 6160.00| 5.00000 3080.00| 5.40000 3326.40 MILLING, ASPHALT, 1 1/2 IN. | | | 0012 402-07434 53.000 TON | 190.00000 10070.00| 175.00000 9275.00| 175.00000 9275.00 HMA SURFACE, TYPE C | | | 0013 402-07439 48.000 TON | 160.00000 7680.00| 160.00000 7680.00| 160.00000 7680.00 HMA INTERMEDIATE, TYPE C | | | 0014 406-05520 1.800 TON | 580.00000 1044.00| 750.00000 1350.00| 750.00000 1350.00 ASPHALT FOR TACK COAT | | | 0015 601-02103 18.750 LFT | 45.00000 843.75| 46.20000 866.25| 44.00000 825.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0016 601-02800 4.000 EACH | 1300.00000 5200.00| 1312.50000 5250.00| 1250.00000 5000.00 GUARDRAIL TRANSITION, TGT MODIFIED | | | 0017 601-05999 1.000 EACH | 100.00000 100.00| 95.00000 95.00| 90.00000 90.00 CURVED TERMINAL END | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 431 -3 TABULATION OF BIDS ROUTE : 46 CALL ORDER : 431 CONTRACT ID : B -29190-A COUNTIES : BROWN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1310611 |( 3 ) 35-1487672 |MILESTONE CONTRACTORS LP |DUNCAN ROBERTSON INC |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 601-08434 1.000 EACH | 850.00000 850.00| 835.00000 835.00| 795.00000 795.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0019 601-94689 1.000 EACH | 2400.00000 2400.00| 2725.00000 2725.00| 2595.00000 2595.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 437.500 LFT | 32.00000 14000.00| 32.40000 14175.00| 30.85000 13496.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 605-94811 4.000 EACH | 400.00000 1600.00| 750.00000 3000.00| 793.51000 3174.04 CURB TURNOUT | | | 0022 609-06259 165.200 SYS | 95.00000 15694.00| 90.00000 14868.00| 125.00000 20650.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0023 616-02320 130.000 SYS | 1.00000 130.00| 5.00000 650.00| 4.00000 520.00 GEOTEXTILES | | | 0024 616-06405 101.000 TON | 35.00000 3535.00| 30.00000 3030.00| 59.00000 5959.00 RIPRAP, REVETMENT | | | 0025 621-06559 100.000 SYS | 7.50000 750.00| 5.00000 500.00| 7.21000 721.00 MULCHED SEEDING, R | | | 0026 621-06567 1.000 kGAL | 100.00000 100.00| 1.00000 1.00| 100.00000 100.00 WATER | | | 0027 621-06574 63.000 SYS | 17.75000 1118.25| 10.00000 630.00| 17.61000 1109.43 SODDING | | | 0028 628-09401 6.000 MOS | 2000.00000 12000.00| 1500.00000 9000.00| 1500.00000 9000.00 FIELD OFFICE, A | | | 0029 702-51863 184.000 EACH | 16.00000 2944.00| 15.00000 2760.00| 19.00000 3496.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51032 22620.000 LBS | 0.75000 16965.00| 1.00000 22620.00| 0.95000 21489.00 REINFORCING STEEL, EPOXY COATED | | | 0031 703-97936 54.000 EACH | 18.00000 972.00| 20.00000 1080.00| 15.00000 810.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0032 704-51002 70.000 CYS | 550.00000 38500.00| 2000.00000 140000.00| 1500.00000 105000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-91957 525.000 LFT | 65.00000 34125.00| 71.00000 37275.00| 78.00000 40950.00 BRIDGE RAILING, THRIE BEAM | | | 0034 709-51821 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 SURFACE SEAL | | | 0035 710-09158 2314.000 SFT | 30.00000 69420.00| 20.00000 46280.00| 70.00000 161980.00 PATCHING CONCRETE STRUCTURES | | | 0036 713-51820 LUMP | 95000.00000 95000.00| 15000.00000 15000.00| 25999.29000 25999.29 TEMPORARY SUPPORT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 431 -4 TABULATION OF BIDS ROUTE : 46 CALL ORDER : 431 CONTRACT ID : B -29190-A COUNTIES : BROWN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1310611 |( 3 ) 35-1487672 |MILESTONE CONTRACTORS LP |DUNCAN ROBERTSON INC |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 722-51401 1012.000 SFT | 53.00000 53636.00| 15.00000 15180.00| 35.00000 35420.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0038 722-51842 871.000 SYS | 65.00000 56615.00| 70.00000 60970.00| 70.00000 60970.00 BRIDGE DECK OVERLAY | | | 0039 722-51846 46.000 CYS | 330.00000 15180.00| 330.00000 15180.00| 330.00000 15180.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 2694.000 SFT | 7.50000 20205.00| 15.00000 40410.00| 25.00000 67350.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0041 722-60824 770.000 SYS | 8.00000 6160.00| 5.00000 3850.00| 5.40000 4158.00 SURFACE MILLING | | | 0042 724-51925 76.000 LFT | 260.00000 19760.00| 150.00000 11400.00| 248.00000 18848.00 STRUCTURAL EXPANSION JOINT, SS | | | 0043 726-97941 16.000 EACH | 500.00000 8000.00| 350.00000 5600.00| 1000.00000 16000.00 BEARING ASSEMBLY, TFE ELASTOMERIC | | | 0044 801-03290 5.000 EACH | 200.00000 1000.00| 205.00000 1025.00| 195.00000 975.00 CONSTRUCTION SIGN, C | | | 0045 801-06207 2628.000 LFT | 1.00000 2628.00| 1.05000 2759.40| 1.00000 2628.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0046 801-06218 24.000 LFT | 6.20000 148.80| 6.30000 151.20| 6.00000 144.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0047 801-06640 22.000 EACH | 120.00000 2640.00| 121.00000 2662.00| 115.00000 2530.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 7.000 EACH | 62.00000 434.00| 63.00000 441.00| 60.00000 420.00 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP | 9000.00000 9000.00| 20000.00000 20000.00| 10500.00000 10500.00 MAINTAINING TRAFFIC | | | 0050 801-07023 2.000 EACH | 2500.00000 5000.00| 2625.00000 5250.00| 2500.00000 5000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0051 801-07119 72.000 LFT | 26.00000 1872.00| 26.25000 1890.00| 25.00000 1800.00 BARRICADE, III-B | | | 0052 801-08508 409.000 LFT | 45.00000 18405.00| 50.00000 20450.00| 55.00000 22495.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0053 801-53072 LUMP | 50000.00000 50000.00| 40000.00000 40000.00| 24100.00000 24100.00 TEMPORARY TRAFFIC SIGNAL | | | 0054 802-07060 5.000 EACH | 200.00000 1000.00| 205.00000 1025.00| 195.00000 975.00 SIGN, SHEET, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 431 -5 TABULATION OF BIDS ROUTE : 46 CALL ORDER : 431 CONTRACT ID : B -29190-A COUNTIES : BROWN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1310611 |( 3 ) 35-1487672 |MILESTONE CONTRACTORS LP |DUNCAN ROBERTSON INC |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 808-03631 549.000 LFT | 0.50000 274.50| 0.60000 329.40| 2.00000 1098.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0056 808-03632 549.000 LFT | 0.50000 274.50| 0.60000 329.40| 2.00000 1098.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0057 808-06703 1349.000 LFT | 0.44000 593.56| 0.45000 607.05| 0.42000 566.58 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0058 808-06716 610.000 LFT | 1.00000 610.00| 1.05000 640.50| 1.00000 610.00 LINE, REMOVE | | | 0059 808-75245 1349.000 LFT | 0.42000 566.58| 0.45000 607.05| 0.42000 566.58 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0060 808-75297 12.000 LFT | 10.00000 120.00| 10.50000 126.00| 9.90000 118.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0061 808-75996 6.000 EACH | 25.00000 150.00| 30.00000 180.00| 10.00000 60.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 6.000 EACH | 76.00000 456.00| 80.00000 480.00| 75.00000 450.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 694,112.94| $ 824,221.25| $ 887,714.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 694,112.94| $ 824,221.25| $ 887,714.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 431 -6 TABULATION OF BIDS ROUTE : 46 CALL ORDER : 431 CONTRACT ID : B -29190-A COUNTIES : BROWN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1023045 |( 5 ) 35-1618530 |( 6 ) 35-1385672 |FAULKNER CONSTRUCTION LLC |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK OVERLAY | | | 0001 105-06845 LUMP | 20000.00000 20000.00| 4000.00000 4000.00| 5600.00000 5600.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 110-01001 LUMP | 43857.14275 43857.14| 48137.74000 48137.74| 49845.60000 49845.60 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 9000.00000 9000.00| 19255.09000 19255.09| 7037.30000 7037.30 CLEARING RIGHT OF WAY | | | 0007 202-02241 350.000 LFT | 1.50000 525.00| 1.50000 525.00| 1.50000 525.00 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP | 53381.00000 53381.00| 164000.00000 164000.00| 176378.60000 176378.60 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 213-09269 2.000 CYS | 200.00000 400.00| 250.00000 500.00| 122.14000 244.28 FLOWABLE BACKFILL, NON-REMOVEABLE | | | 0010 302-07455 28.000 CYS | 100.00000 2800.00| 85.00000 2380.00| 85.73000 2400.44 DENSE GRADED SUBBASE | | | 0011 306-08034 616.000 SYS | 4.95000 3049.20| 10.00000 6160.00| 7.98000 4915.68 MILLING, ASPHALT, 1 1/2 IN. | | | 0012 402-07434 53.000 TON | 4.95000 262.35| 175.00000 9275.00| 175.00000 9275.00 HMA SURFACE, TYPE C | | | 0013 402-07439 48.000 TON | 160.00000 7680.00| 160.00000 7680.00| 160.00000 7680.00 HMA INTERMEDIATE, TYPE C | | | 0014 406-05520 1.800 TON | 580.00000 1044.00| 750.00000 1350.00| 750.00000 1350.00 ASPHALT FOR TACK COAT | | | 0015 601-02103 18.750 LFT | 44.00000 825.00| 44.00000 825.00| 44.00000 825.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0016 601-02800 4.000 EACH | 1250.00000 5000.00| 1250.00000 5000.00| 1250.00000 5000.00 GUARDRAIL TRANSITION, TGT MODIFIED | | | 0017 601-05999 1.000 EACH | 90.00000 90.00| 90.00000 90.00| 90.00000 90.00 CURVED TERMINAL END | | | 0018 601-08434 1.000 EACH | 795.00000 795.00| 795.00000 795.00| 795.00000 795.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 431 -7 TABULATION OF BIDS ROUTE : 46 CALL ORDER : 431 CONTRACT ID : B -29190-A COUNTIES : BROWN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1023045 |( 5 ) 35-1618530 |( 6 ) 35-1385672 |FAULKNER CONSTRUCTION LLC |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 601-94689 1.000 EACH | 2595.00000 2595.00| 2595.00000 2595.00| 2595.00000 2595.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 437.500 LFT | 30.85000 13496.88| 30.85000 13496.88| 30.85000 13496.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 605-94811 4.000 EACH | 100.00000 400.00| 1250.00000 5000.00| 1245.79000 4983.16 CURB TURNOUT | | | 0022 609-06259 165.200 SYS | 62.00000 10242.40| 95.00000 15694.00| 75.63000 12494.08 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0023 616-02320 130.000 SYS | 2.00000 260.00| 4.00000 520.00| 4.87000 633.10 GEOTEXTILES | | | 0024 616-06405 101.000 TON | 80.00000 8080.00| 50.00000 5050.00| 37.74000 3811.74 RIPRAP, REVETMENT | | | 0025 621-06559 100.000 SYS | 11.71000 1171.00| 8.89000 889.00| 7.21000 721.00 MULCHED SEEDING, R | | | 0026 621-06567 1.000 kGAL | 100.00000 100.00| 123.31000 123.31| 100.00000 100.00 WATER | | | 0027 621-06574 63.000 SYS | 17.81000 1122.03| 21.72000 1368.36| 17.61000 1109.43 SODDING | | | 0028 628-09401 6.000 MOS | 2000.00000 12000.00| 2500.00000 15000.00| 1451.06000 8706.36 FIELD OFFICE, A | | | 0029 702-51863 184.000 EACH | 10.00000 1840.00| 15.00000 2760.00| 12.26000 2255.84 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51032 22620.000 LBS | 0.80000 18096.00| 1.00000 22620.00| 1.33000 30084.60 REINFORCING STEEL, EPOXY COATED | | | 0031 703-97936 54.000 EACH | 14.50000 783.00| 30.00000 1620.00| 24.69000 1333.26 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0032 704-51002 70.000 CYS | 1181.89000 82732.30| 1200.00000 84000.00| 1252.03000 87642.10 CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-91957 525.000 LFT | 67.30000 35332.50| 67.30000 35332.50| 67.30000 35332.50 BRIDGE RAILING, THRIE BEAM | | | 0034 709-51821 LUMP | 1380.00000 1380.00| 1380.00000 1380.00| 2000.00000 2000.00 SURFACE SEAL | | | 0035 710-09158 2314.000 SFT | 35.00000 80990.00| 79.00000 182806.00| 71.30000 164988.20 PATCHING CONCRETE STRUCTURES | | | 0036 713-51820 LUMP | 41000.00000 41000.00| 50000.00000 50000.00| 26566.43000 26566.43 TEMPORARY SUPPORT | | | 0037 722-51401 1012.000 SFT | 53.55000 54192.60| 15.00000 15180.00| 49.57000 50164.84 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 431 -8 TABULATION OF BIDS ROUTE : 46 CALL ORDER : 431 CONTRACT ID : B -29190-A COUNTIES : BROWN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1023045 |( 5 ) 35-1618530 |( 6 ) 35-1385672 |FAULKNER CONSTRUCTION LLC |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 722-51842 871.000 SYS | 48.24000 42017.04| 100.00000 87100.00| 95.59000 83258.89 BRIDGE DECK OVERLAY | | | 0039 722-51846 46.000 CYS | 330.00000 15180.00| 330.00000 15180.00| 330.00000 15180.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 2694.000 SFT | 3.44000 9267.36| 4.00000 10776.00| 25.63000 69047.22 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0041 722-60824 770.000 SYS | 19.49000 15007.30| 10.00000 7700.00| 4.95000 3811.50 SURFACE MILLING | | | 0042 724-51925 76.000 LFT | 233.60000 17753.60| 150.00000 11400.00| 147.62000 11219.12 STRUCTURAL EXPANSION JOINT, SS | | | 0043 726-97941 16.000 EACH | 306.00000 4896.00| 750.00000 12000.00| 766.39000 12262.24 BEARING ASSEMBLY, TFE ELASTOMERIC | | | 0044 801-03290 5.000 EACH | 195.00000 975.00| 195.00000 975.00| 195.00000 975.00 CONSTRUCTION SIGN, C | | | 0045 801-06207 2628.000 LFT | 1.00000 2628.00| 1.00000 2628.00| 1.00000 2628.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0046 801-06218 24.000 LFT | 6.00000 144.00| 6.00000 144.00| 6.00000 144.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0047 801-06640 22.000 EACH | 115.00000 2530.00| 115.00000 2530.00| 115.00000 2530.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 7.000 EACH | 60.00000 420.00| 60.00000 420.00| 60.00000 420.00 CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP | 146205.34000 146205.34| 10000.00000 10000.00| 17627.35000 17627.35 MAINTAINING TRAFFIC | | | 0050 801-07023 2.000 EACH | 2500.00000 5000.00| 2500.00000 5000.00| 2500.00000 5000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0051 801-07119 72.000 LFT | 25.00000 1800.00| 25.00000 1800.00| 25.00000 1800.00 BARRICADE, III-B | | | 0052 801-08508 409.000 LFT | 30.00000 12270.00| 75.00000 30675.00| 50.19000 20527.71 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0053 801-53072 LUMP | 100000.00000 100000.00| 35000.00000 35000.00| 24100.00000 24100.00 TEMPORARY TRAFFIC SIGNAL | | | 0054 802-07060 5.000 EACH | 674.00000 3370.00| 195.00000 975.00| 195.00000 975.00 SIGN, SHEET, RELOCATE | | | 0055 808-03631 549.000 LFT | 0.50000 274.50| 0.50000 274.50| 1.00000 549.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 431 -9 TABULATION OF BIDS ROUTE : 46 CALL ORDER : 431 CONTRACT ID : B -29190-A COUNTIES : BROWN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1023045 |( 5 ) 35-1618530 |( 6 ) 35-1385672 |FAULKNER CONSTRUCTION LLC |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 808-03632 549.000 LFT | 0.50000 274.50| 0.50000 274.50| 1.00000 549.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0057 808-06703 1349.000 LFT | 0.42000 566.58| 0.42000 566.58| 0.42000 566.58 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0058 808-06716 610.000 LFT | 1.00000 610.00| 1.00000 610.00| 1.00000 610.00 LINE, REMOVE | | | 0059 808-75245 1349.000 LFT | 0.42000 566.58| 0.42000 566.58| 0.42000 566.58 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0060 808-75297 12.000 LFT | 9.90000 118.80| 9.90000 118.80| 9.90000 118.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0061 808-75996 6.000 EACH | 25.00000 150.00| 30.00000 180.00| 166.00000 996.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 6.000 EACH | 75.00000 450.00| 75.00000 450.00| 75.00000 450.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 897,000.00| $ 962,754.84| $ 996,895.41 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 897,000.00| $ 962,754.84| $ 996,895.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 431 -10 TABULATION OF BIDS ROUTE : 46 CALL ORDER : 431 CONTRACT ID : B -29190-A COUNTIES : BROWN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( 8 ) 35-1609544 |( ) |GOHMANN ASPHALT & CONSTR INC |SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK OVERLAY | | | 0001 105-06845 LUMP | 9000.00000 9000.00| 3240.00000 3240.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 110-01001 LUMP | 51000.00000 51000.00| 48795.52000 48795.52| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 20000.00000 20000.00| 4108.85000 4108.85| CLEARING RIGHT OF WAY | | | 0007 202-02241 350.000 LFT | 3.00000 1050.00| 2.70000 945.00| GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP | 183186.59000 183186.59| 197712.00000 197712.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 213-09269 2.000 CYS | 300.00000 600.00| 200.00000 400.00| FLOWABLE BACKFILL, NON-REMOVEABLE | | | 0010 302-07455 28.000 CYS | 110.00000 3080.00| 70.00000 1960.00| DENSE GRADED SUBBASE | | | 0011 306-08034 616.000 SYS | 10.00000 6160.00| 9.09000 5599.44| MILLING, ASPHALT, 1 1/2 IN. | | | 0012 402-07434 53.000 TON | 175.00000 9275.00| 189.00000 10017.00| HMA SURFACE, TYPE C | | | 0013 402-07439 48.000 TON | 160.00000 7680.00| 172.80000 8294.40| HMA INTERMEDIATE, TYPE C | | | 0014 406-05520 1.800 TON | 750.00000 1350.00| 810.00000 1458.00| ASPHALT FOR TACK COAT | | | 0015 601-02103 18.750 LFT | 23.00000 431.25| 24.84000 465.75| GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0016 601-02800 4.000 EACH | 1000.00000 4000.00| 1080.00000 4320.00| GUARDRAIL TRANSITION, TGT MODIFIED | | | 0017 601-05999 1.000 EACH | 50.00000 50.00| 54.00000 54.00| CURVED TERMINAL END | | | 0018 601-08434 1.000 EACH | 950.00000 950.00| 1026.00000 1026.00| GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 431 -11 TABULATION OF BIDS ROUTE : 46 CALL ORDER : 431 CONTRACT ID : B -29190-A COUNTIES : BROWN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( 8 ) 35-1609544 |( ) |GOHMANN ASPHALT & CONSTR INC |SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 601-94689 1.000 EACH | 2350.00000 2350.00| 2538.00000 2538.00| GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 437.500 LFT | 17.00000 7437.50| 18.36000 8032.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 605-94811 4.000 EACH | 900.00000 3600.00| 400.00000 1600.00| CURB TURNOUT | | | 0022 609-06259 165.200 SYS | 150.00000 24780.00| 91.31000 15084.41| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0023 616-02320 130.000 SYS | 8.00000 1040.00| 2.50000 325.00| GEOTEXTILES | | | 0024 616-06405 101.000 TON | 45.00000 4545.00| 36.22000 3658.22| RIPRAP, REVETMENT | | | 0025 621-06559 100.000 SYS | 9.46000 946.00| 7.79000 779.00| MULCHED SEEDING, R | | | 0026 621-06567 1.000 kGAL | 100.00000 100.00| 108.00000 108.00| WATER | | | 0027 621-06574 63.000 SYS | 21.18000 1334.34| 19.02000 1198.26| SODDING | | | 0028 628-09401 6.000 MOS | 2300.00000 13800.00| 2909.83000 17458.98| FIELD OFFICE, A | | | 0029 702-51863 184.000 EACH | 20.00000 3680.00| 9.00000 1656.00| FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51032 22620.000 LBS | 1.00000 22620.00| 1.01000 22846.20| REINFORCING STEEL, EPOXY COATED | | | 0031 703-97936 54.000 EACH | 25.00000 1350.00| 23.59000 1273.86| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0032 704-51002 70.000 CYS | 1500.00000 105000.00| 1309.79000 91685.30| CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-91957 525.000 LFT | 80.00000 42000.00| 82.08000 43092.00| BRIDGE RAILING, THRIE BEAM | | | 0034 709-51821 LUMP | 1380.00000 1380.00| 1490.40000 1490.40| SURFACE SEAL | | | 0035 710-09158 2314.000 SFT | 79.00000 182806.00| 171.38000 396573.32| PATCHING CONCRETE STRUCTURES | | | 0036 713-51820 LUMP | 30000.00000 30000.00| 32970.00000 32970.00| TEMPORARY SUPPORT | | | 0037 722-51401 1012.000 SFT | 35.00000 35420.00| 17.97000 18185.64| BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 431 -12 TABULATION OF BIDS ROUTE : 46 CALL ORDER : 431 CONTRACT ID : B -29190-A COUNTIES : BROWN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( 8 ) 35-1609544 |( ) |GOHMANN ASPHALT & CONSTR INC |SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 722-51842 871.000 SYS | 75.00000 65325.00| 76.64000 66753.44| BRIDGE DECK OVERLAY | | | 0039 722-51846 46.000 CYS | 330.00000 15180.00| 330.00000 15180.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 2694.000 SFT | 21.00000 56574.00| 16.41000 44208.54| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0041 722-60824 770.000 SYS | 9.00000 6930.00| 5.35000 4119.50| SURFACE MILLING | | | 0042 724-51925 76.000 LFT | 200.00000 15200.00| 153.93000 11698.68| STRUCTURAL EXPANSION JOINT, SS | | | 0043 726-97941 16.000 EACH | 675.00000 10800.00| 778.77000 12460.32| BEARING ASSEMBLY, TFE ELASTOMERIC | | | 0044 801-03290 5.000 EACH | 195.00000 975.00| 426.60000 2133.00| CONSTRUCTION SIGN, C | | | 0045 801-06207 2628.000 LFT | 1.00000 2628.00| 1.24000 3258.72| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0046 801-06218 24.000 LFT | 6.00000 144.00| 11.88000 285.12| TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0047 801-06640 22.000 EACH | 115.00000 2530.00| 171.72000 3777.84| CONSTRUCTION SIGN, A | | | 0048 801-06645 7.000 EACH | 60.00000 420.00| 81.00000 567.00| CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP | 15000.00000 15000.00| 12603.00000 12603.00| MAINTAINING TRAFFIC | | | 0050 801-07023 2.000 EACH | 2500.00000 5000.00| 6264.00000 12528.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0051 801-07119 72.000 LFT | 25.00000 1800.00| 21.60000 1555.20| BARRICADE, III-B | | | 0052 801-08508 409.000 LFT | 60.00000 24540.00| 27.20000 11124.80| TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0053 801-53072 LUMP | 24100.00000 24100.00| 65212.56000 65212.56| TEMPORARY TRAFFIC SIGNAL | | | 0054 802-07060 5.000 EACH | 180.00000 900.00| 194.40000 972.00| SIGN, SHEET, RELOCATE | | | 0055 808-03631 549.000 LFT | 2.32000 1273.68| 0.54000 296.46| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 431 -13 TABULATION OF BIDS ROUTE : 46 CALL ORDER : 431 CONTRACT ID : B -29190-A COUNTIES : BROWN LETTING DATE : 01/14/09 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-2040801 |( 8 ) 35-1609544 |( ) |GOHMANN ASPHALT & CONSTR INC |SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 808-03632 549.000 LFT | 2.32000 1273.68| 0.54000 296.46| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0057 808-06703 1349.000 LFT | 0.42000 566.58| 1.08000 1456.92| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0058 808-06716 610.000 LFT | 1.00000 610.00| 1.62000 988.20| LINE, REMOVE | | | 0059 808-75245 1349.000 LFT | 0.42000 566.58| 1.08000 1456.92| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0060 808-75297 12.000 LFT | 9.90000 118.80| 6.48000 77.76| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0061 808-75996 6.000 EACH | 15.00000 90.00| 10.00000 60.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 6.000 EACH | 75.00000 450.00| 180.30000 1081.80| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,035,000.00| $ 1,223,106.29| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,035,000.00| $ 1,223,106.29| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 461 -1 VENDOR RANKING CALL ORDER : 461 CONTRACT ID : B -30606-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : 62 CONTRACT TIME : 07/25/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710926 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES INC $ 314,988.00 100.0000% 2 35-1057237 R L MCCOY INC $ 396,946.00 126.0194% 3 35-2040341 MOONROCK INC $ 477,314.00 151.5340% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 461 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 461 CONTRACT ID : B -30606-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-1057237 |( 3 ) 35-2040341 |PIONEER ASSOCIATES INC |R L MCCOY INC |MOONROCK INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE MAINTENANCE AND REPAIR | | | 0001 105-08520 1.000 EACH | 210.00000 210.00| 150.00000 150.00| 125.00000 125.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 4.000 MOS | 140.00000 560.00| 75.00000 300.00| 75.00000 300.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 18600.00000 18600.00| 19847.00000 19847.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 506-06334 4.000 SYS | 850.00000 3400.00| 250.00000 1000.00| 1500.00000 6000.00 PCCP PATCHING, PARTIAL DEPTH | | | 0010 708-51813 750.000 SFT | 89.00000 66750.00| 85.00000 63750.00| 100.00000 75000.00 PNEUMATICALLY PLACED MORTAR | | | 0011 722-51852 4629.000 SFT | 35.00000 162015.00| 36.00000 166644.00| 50.00000 231450.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0012 724-03276 902.000 LFT | 20.00000 18040.00| 43.00000 38786.00| 78.00000 70356.00 EXPANSION JOINT SEALING SYSTEM , Repair | | | 0013 724-03276 62.000 LFT | 50.00000 3100.00| 127.00000 7874.00| 140.00000 8680.00 EXPANSION JOINT SEALING SYSTEM , Repair | | | with Nosing | | | 0014 801-03290 4.000 EACH | 80.00000 320.00| 300.00000 1200.00| 125.00000 500.00 CONSTRUCTION SIGN, C | | | 0015 801-06710 42.000 DAY | 15.00000 630.00| 25.00000 1050.00| 25.00000 1050.00 FLASHING ARROW SIGN | | | 0016 801-06775 LUMP | 1650.00000 1650.00| 900.00000 900.00| 2800.00000 2800.00 MAINTAINING TRAFFIC , Structure No. 01 | | | 0017 801-06775 LUMP | 1500.00000 1500.00| 900.00000 900.00| 1400.00000 1400.00 MAINTAINING TRAFFIC , Structure No. 02 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 461 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 461 CONTRACT ID : B -30606-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-1057237 |( 3 ) 35-2040341 |PIONEER ASSOCIATES INC |R L MCCOY INC |MOONROCK INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 801-06775 LUMP | 6000.00000 6000.00| 14000.00000 14000.00| 5600.00000 5600.00 MAINTAINING TRAFFIC , Structure No. 03 | | | 0019 801-06775 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| 1400.00000 1400.00 MAINTAINING TRAFFIC , Structure No. 04 | | | 0020 801-06775 LUMP | 1500.00000 1500.00| 6000.00000 6000.00| 1400.00000 1400.00 MAINTAINING TRAFFIC , Structure No. 05 | | | 0021 801-06775 LUMP | 2500.00000 2500.00| 3000.00000 3000.00| 1400.00000 1400.00 MAINTAINING TRAFFIC , Structure No. 06 | | | 0022 801-06775 LUMP | 900.00000 900.00| 900.00000 900.00| 2800.00000 2800.00 MAINTAINING TRAFFIC , Structure No. 07 | | | 0023 801-06775 LUMP | 900.00000 900.00| 900.00000 900.00| 2800.00000 2800.00 MAINTAINING TRAFFIC , Structure No. 08 | | | 0024 801-06775 LUMP | 900.00000 900.00| 6000.00000 6000.00| 2800.00000 2800.00 MAINTAINING TRAFFIC , Structure No. 09 | | | 0025 801-06775 LUMP | 900.00000 900.00| 6000.00000 6000.00| 4200.00000 4200.00 MAINTAINING TRAFFIC , Structure No. 10 | | | 0026 801-06775 LUMP | 1800.00000 1800.00| 5000.00000 5000.00| 5600.00000 5600.00 MAINTAINING TRAFFIC , Structure No. 11 | | | 0027 801-06775 LUMP | 1500.00000 1500.00| 4000.00000 4000.00| 1400.00000 1400.00 MAINTAINING TRAFFIC , Structure No. 12 | | | 0028 801-06775 LUMP | 2500.00000 2500.00| 5000.00000 5000.00| 2800.00000 2800.00 MAINTAINING TRAFFIC , Structure No. 13 | | | 0029 801-06775 LUMP | 800.00000 800.00| 700.00000 700.00| 1400.00000 1400.00 MAINTAINING TRAFFIC , Structure No. 14 | | | 0030 801-06775 LUMP | 800.00000 800.00| 400.00000 400.00| 2800.00000 2800.00 MAINTAINING TRAFFIC , Structure No. 15 | | | 0031 801-06775 LUMP | 1500.00000 1500.00| 4000.00000 4000.00| 2800.00000 2800.00 MAINTAINING TRAFFIC , Structure No. 16 | | | 0032 801-06775 LUMP | 2400.00000 2400.00| 5000.00000 5000.00| 1400.00000 1400.00 MAINTAINING TRAFFIC , Structure No. 17 | | | 0033 801-06775 LUMP | 2500.00000 2500.00| 3000.00000 3000.00| 1400.00000 1400.00 MAINTAINING TRAFFIC , Structure No. 18 | | | 0034 801-06775 LUMP | 3500.00000 3500.00| 5000.00000 5000.00| 2800.00000 2800.00 MAINTAINING TRAFFIC , Structure No. 19 | | | 0035 801-06775 LUMP | 2500.00000 2500.00| 1500.00000 1500.00| 1400.00000 1400.00 MAINTAINING TRAFFIC , Structure No. 20 | | | 0036 801-06775 LUMP | 1200.00000 1200.00| 1000.00000 1000.00| 1400.00000 1400.00 MAINTAINING TRAFFIC , Structure No. 21 | | | 0037 801-06775 LUMP | 700.00000 700.00| 200.00000 200.00| 1400.00000 1400.00 MAINTAINING TRAFFIC , Structure No. 22 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 461 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 461 CONTRACT ID : B -30606-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817530 |( 2 ) 35-1057237 |( 3 ) 35-2040341 |PIONEER ASSOCIATES INC |R L MCCOY INC |MOONROCK INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 801-06775 LUMP | 700.00000 700.00| 200.00000 200.00| 1400.00000 1400.00 MAINTAINING TRAFFIC , Structure No. 23 | | | 0039 801-92448 354.000 DAY | 2.00000 708.00| 60.00000 21240.00| 12.00000 4248.00 CONSTRUCTION SIGNS, MOBILE | | | SECTION TOTALS | $ 314,988.00| $ 396,946.00| $ 477,314.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 314,988.00| $ 396,946.00| $ 477,314.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 471 -1 VENDOR RANKING CALL ORDER : 471 CONTRACT ID : B -30640-A COUNTIES : VERMILLION LETTING DATE : 01/14/09 10:00 AM DISTRICT : 61 CONTRACT TIME : 09/26/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0088610 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON H E INC $ 609,973.52 100.0000% 2 35-1381845 HARVEY GEORGE R & SON INC $ 673,949.70 110.4884% 3 35-1801998 CLR INC $ 723,637.17 118.6342% 4 35-1917625 MILESTONE CONTRACTORS LP $ 773,750.91 126.8499% 5 35-1111003 WHITE CONSTRUCTION INC $ 779,805.00 127.8424% 6 35-1385672 FORCE CONSTRUCTION CO INC $ 851,418.73 139.5829% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 871,021.51 142.7966% 8 90-0177865 HIS CONSTRUCTORS LLC $ 885,858.15 145.2290% 9 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 1,060,000.00 173.7780% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 471 -2 TABULATION OF BIDS ROUTE : 200E CALL ORDER : 471 CONTRACT ID : B -30640-A COUNTIES : VERMILLION LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1381845 |( 3 ) 35-1801998 |HENDERSON H E INC |HARVEY GEORGE R & SON INC |CLR 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 | 13970.40000 13970.40| 15000.00000 15000.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 | 33300.00000 33300.00| 35000.00000 35000.00| 36300.00000 36300.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 16544.12000 16544.12| 20000.00000 20000.00| 18150.00000 18150.00 CLEARING RIGHT OF WAY | | | 0008 202-01261 1.000 EACH | 735.00000 735.00| 600.00000 600.00| 200.00000 200.00 TESTING FOR ASBESTOS | | | 0009 202-02286 1.000 EACH | 13503.60000 13503.60| 20000.00000 20000.00| 12225.00000 12225.00 PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 1379.000 CYS | 6.77000 9335.83| 10.00000 13790.00| 24.00000 33096.00 EXCAVATION, COMMON | | | 0011 203-02070 654.000 CYS | 19.47000 12733.38| 20.00000 13080.00| 19.00000 12426.00 BORROW | | | 0012 203-51223 478.000 CYS | 11.72000 5602.16| 10.00000 4780.00| 18.00000 8604.00 EXCAVATION, WATERWAY | | | 0013 205-03371 233.000 CYS | 16.78000 3909.74| 10.00000 2330.00| 11.00000 2563.00 SEDIMENT, REMOVE | | | 0014 205-06931 84.000 TON | 40.83000 3429.72| 40.00000 3360.00| 35.00000 2940.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 2.000 EACH | 105.00000 210.00| 115.00000 230.00| 113.00000 226.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06934 4.000 TON | 472.50000 1890.00| 504.00000 2016.00| 450.00000 1800.00 TEMPORARY MULCHING | | | 0017 205-06936 248.000 TON | 40.20000 9969.60| 40.00000 9920.00| 24.00000 5952.00 TEMPORARY SEDIMENT TRAP | | | 0018 205-06937 566.000 LFT | 2.12000 1199.92| 2.30000 1301.80| 4.15000 2348.90 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 471 -3 TABULATION OF BIDS ROUTE : 200E CALL ORDER : 471 CONTRACT ID : B -30640-A COUNTIES : VERMILLION LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1381845 |( 3 ) 35-1801998 |HENDERSON H E INC |HARVEY GEORGE R & SON INC |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 206-51230 49.000 CYS | 71.10000 3483.90| 50.00000 2450.00| 860.00000 42140.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 207-08266 2394.000 SYS | 7.16000 17141.04| 8.00000 19152.00| 2.25000 5386.50 SUBGRADE TREATMENT, TYPE III | | | 0021 207-08267 79.000 SYS | 6.50000 513.50| 8.00000 632.00| 16.25000 1283.75 SUBGRADE TREATMENT, TYPE IIIA | | | 0022 211-09264 23.000 CYS | 73.55000 1691.65| 52.00000 1196.00| 24.50000 563.50 STRUCTURE BACKFILL, TYPE 1 | | | 0023 211-09267 7.000 CYS | 140.82000 985.74| 100.00000 700.00| 325.00000 2275.00 STRUCTURE BACKFILL, TYPE 4 | | | 0024 301-07448 941.000 TON | 23.57000 22179.37| 17.00000 15997.00| 17.00000 15997.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 303-02051 100.000 TON | 21.81000 2181.00| 30.00000 3000.00| 45.00000 4500.00 STONE, NO 2 | | | 0026 306-08043 187.000 SYS | 6.23000 1165.01| 12.00000 2244.00| 7.50000 1402.50 MILLING, TRANSITION | | | 0027 402-07432 172.000 TON | 111.30000 19143.60| 122.00000 20984.00| 101.00000 17372.00 HMA SURFACE, TYPE A | | | 0028 402-07435 257.000 TON | 89.25000 22937.25| 97.75000 25121.75| 97.00000 24929.00 HMA INTERMEDIATE, TYPE A | | | 0029 406-05520 0.600 TON | 840.00000 504.00| 920.00000 552.00| 528.00000 316.80 ASPHALT FOR TACK COAT | | | 0030 601-06037 4.000 EACH | 892.50000 3570.00| 952.00000 3808.00| 960.00000 3840.00 GUARDRAIL END TREATMENT, I | | | 0031 601-06374 4.000 EACH | 871.50000 3486.00| 930.00000 3720.00| 940.00000 3760.00 GUARDRAIL TRANSITION, TGS-1 | | | 0032 601-99105 273.800 LFT | 18.38000 5032.44| 19.60000 5366.48| 19.80000 5421.24 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 609-06257 182.000 SYS | 68.08000 12390.56| 70.00000 12740.00| 110.00000 20020.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0034 610-07486 22.000 TON | 111.30000 2448.60| 122.00000 2684.00| 185.00000 4070.00 HMA FOR APPROACHES, TYPE A | | | 0035 611-06498 1.000 EACH | 215.25000 215.25| 230.00000 230.00| 232.00000 232.00 MAILBOX ASSEMBLY, DOUBLE | | | 0036 615-06490 16.000 EACH | 126.00000 2016.00| 135.00000 2160.00| 110.00000 1760.00 RIGHT OF WAY MARKER | | | 0037 616-02320 1324.000 SYS | 3.21000 4250.04| 3.00000 3972.00| 3.35000 4435.40 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 471 -4 TABULATION OF BIDS ROUTE : 200E CALL ORDER : 471 CONTRACT ID : B -30640-A COUNTIES : VERMILLION LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1381845 |( 3 ) 35-1801998 |HENDERSON H E INC |HARVEY GEORGE R & SON INC |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 616-06405 794.000 TON | 30.05000 23859.70| 30.00000 23820.00| 33.00000 26202.00 RIPRAP, REVETMENT | | | 0039 616-06451 22.000 TON | 33.82000 744.04| 40.00000 880.00| 43.00000 946.00 RIPRAP, UNIFORM | | | 0040 621-01004 3.000 EACH | 719.25000 2157.75| 788.00000 2364.00| 400.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 1.000 TON | 840.00000 840.00| 920.00000 920.00| 1615.00000 1615.00 FERTILIZER | | | 0042 621-06553 145.000 LBS | 4.07000 590.15| 4.46000 646.70| 4.40000 638.00 SEED MIXTURE, R | | | 0043 621-06557 255.000 LBS | 4.04000 1030.20| 4.42000 1127.10| 3.85000 981.75 SEED MIXTURE, T | | | 0044 621-06565 2.000 TON | 603.75000 1207.50| 661.00000 1322.00| 1003.00000 2006.00 MULCHING MATERIAL | | | 0045 621-06567 15.000 kGAL | 1.05000 15.75| 1.15000 17.25| 1.13000 16.95 WATER | | | 0046 621-06574 562.000 SYS | 6.14000 3450.68| 6.75000 3793.50| 6.60000 3709.20 SODDING | | | 0047 622-52436 6.000 EACH | 36.75000 220.50| 40.25000 241.50| 35.00000 210.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 134.000 EACH | 9.19000 1231.46| 10.06000 1348.04| 8.75000 1172.50 SEEDLING | | | 0049 628-09401 8.000 MOS | 1926.00000 15408.00| 2100.00000 16800.00| 1350.00000 10800.00 FIELD OFFICE, A | | | 0050 701-96089 1199.000 LFT | 48.52000 58175.48| 45.00000 53955.00| 54.00000 64746.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN., 14 IN. | | | 0051 702-51005 76.000 CYS | 592.22000 45008.72| 425.00000 32300.00| 610.00000 46360.00 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 7.000 CYS | 901.09000 6307.63| 6670.00000 46690.00| 1100.00000 7700.00 CONCRETE, B, FOOTINGS | | | 0053 703-51030 6072.000 LBS | 0.77000 4675.44| 0.75000 4554.00| 0.94000 5707.68 REINFORCING STEEL | | | 0054 703-51032 54286.000 LBS | 0.83000 45057.38| 0.78000 42343.08| 0.95000 51571.70 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 262.000 CYS | 419.28000 109851.36| 500.00000 131000.00| 615.00000 161130.00 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-06344 250.000 LFT | 66.23000 16557.50| 77.00000 19250.00| 72.00000 18000.00 RAILING, TS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 471 -5 TABULATION OF BIDS ROUTE : 200E CALL ORDER : 471 CONTRACT ID : B -30640-A COUNTIES : VERMILLION LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1381845 |( 3 ) 35-1801998 |HENDERSON H E INC |HARVEY GEORGE R & SON INC |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 709-51821 LUMP | 2173.50000 2173.50| 2400.00000 2400.00| 2500.00000 2500.00 SURFACE SEAL | | | 0058 715-05151 35.000 LFT | 21.79000 762.65| 30.00000 1050.00| 46.20000 1617.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0059 715-05231 52.000 LFT | 72.44000 3766.88| 35.00000 1820.00| 44.40000 2308.80 PIPE, TYPE 1, DEFORMED, MIN AREA 2.2 SF | | | 0060 715-46005 2.000 EACH | 384.15000 768.30| 250.00000 500.00| 250.00000 500.00 PIPE END SECTION, 15 IN. | | | 0061 715-46060 2.000 EACH | 541.69000 1083.38| 400.00000 800.00| 309.00000 618.00 PIPE END SECTION, MIN. AREA 2.2 SQ. FT. | | | 0062 801-03290 4.000 EACH | 210.00000 840.00| 230.00000 920.00| 75.00000 300.00 CONSTRUCTION SIGN, C | | | 0063 801-04308 4.000 EACH | 288.75000 1155.00| 316.00000 1264.00| 283.00000 1132.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06640 11.000 EACH | 183.75000 2021.25| 201.00000 2211.00| 135.00000 1485.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 1.000 EACH | 52.50000 52.50| 57.50000 57.50| 125.00000 125.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP | 4042.00000 4042.00| 3000.00000 3000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0067 801-07118 48.000 LFT | 10.50000 504.00| 11.50000 552.00| 18.00000 864.00 BARRICADE, III-A | | | 0068 802-05701 28.000 LFT | 11.55000 323.40| 12.50000 350.00| 12.50000 350.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0069 802-76025 10.000 SFT | 25.20000 252.00| 27.00000 270.00| 27.00000 270.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0070 808-06713 1950.000 LFT | 0.53000 1033.50| 0.58000 1131.00| 0.85000 1657.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0071 808-06714 1950.000 LFT | 0.53000 1033.50| 0.58000 1131.00| 0.85000 1657.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0072 202-03135 100.000 SFT | 21.00000 2100.00| 50.00000 5000.00| 10.00000 1000.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | SECTION TOTALS | $ 609,973.52| $ 673,949.70| $ 723,637.17 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 609,973.52| $ 673,949.70| $ 723,637.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 471 -6 TABULATION OF BIDS ROUTE : 200E CALL ORDER : 471 CONTRACT ID : B -30640-A COUNTIES : VERMILLION LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1111003 |( 6 ) 35-1385672 |MILESTONE CONTRACTORS LP |WHITE CONSTRUCTION INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 9200.00000 9200.00| 5300.00000 5300.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 | 38500.00000 38500.00| 39000.00000 39000.00| 42155.00000 42155.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 20000.00000 20000.00| 19300.00000 19300.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0008 202-01261 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 750.00000 750.00 TESTING FOR ASBESTOS | | | 0009 202-02286 1.000 EACH | 50000.00000 50000.00| 25700.00000 25700.00| 54260.00000 54260.00 PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 1379.000 CYS | 18.00000 24822.00| 23.00000 31717.00| 14.10000 19443.90 EXCAVATION, COMMON | | | 0011 203-02070 654.000 CYS | 23.00000 15042.00| 22.00000 14388.00| 23.77000 15545.58 BORROW | | | 0012 203-51223 478.000 CYS | 25.00000 11950.00| 25.00000 11950.00| 19.97000 9545.66 EXCAVATION, WATERWAY | | | 0013 205-03371 233.000 CYS | 10.00000 2330.00| 26.00000 6058.00| 55.14000 12847.62 SEDIMENT, REMOVE | | | 0014 205-06931 84.000 TON | 75.00000 6300.00| 65.00000 5460.00| 60.00000 5040.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 2.000 EACH | 103.00000 206.00| 105.00000 210.00| 154.00000 308.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06934 4.000 TON | 460.00000 1840.00| 475.00000 1900.00| 499.00000 1996.00 TEMPORARY MULCHING | | | 0017 205-06936 248.000 TON | 45.00000 11160.00| 48.00000 11904.00| 125.00000 31000.00 TEMPORARY SEDIMENT TRAP | | | 0018 205-06937 566.000 LFT | 2.10000 1188.60| 3.20000 1811.20| 1.80000 1018.80 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 471 -7 TABULATION OF BIDS ROUTE : 200E CALL ORDER : 471 CONTRACT ID : B -30640-A COUNTIES : VERMILLION LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1111003 |( 6 ) 35-1385672 |MILESTONE CONTRACTORS LP |WHITE CONSTRUCTION INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 206-51230 49.000 CYS | 65.00000 3185.00| 29.00000 1421.00| 48.38000 2370.62 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 207-08266 2394.000 SYS | 3.00000 7182.00| 6.00000 14364.00| 10.55000 25256.70 SUBGRADE TREATMENT, TYPE III | | | 0021 207-08267 79.000 SYS | 20.00000 1580.00| 18.00000 1422.00| 23.01000 1817.79 SUBGRADE TREATMENT, TYPE IIIA | | | 0022 211-09264 23.000 CYS | 23.00000 529.00| 18.00000 414.00| 39.78000 914.94 STRUCTURE BACKFILL, TYPE 1 | | | 0023 211-09267 7.000 CYS | 170.00000 1190.00| 195.00000 1365.00| 135.74000 950.18 STRUCTURE BACKFILL, TYPE 4 | | | 0024 301-07448 941.000 TON | 22.00000 20702.00| 24.00000 22584.00| 28.98000 27270.18 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 303-02051 100.000 TON | 30.00000 3000.00| 35.00000 3500.00| 36.09000 3609.00 STONE, NO 2 | | | 0026 306-08043 187.000 SYS | 24.00000 4488.00| 7.20000 1346.40| 18.61000 3480.07 MILLING, TRANSITION | | | 0027 402-07432 172.000 TON | 90.00000 15480.00| 110.00000 18920.00| 89.60000 15411.20 HMA SURFACE, TYPE A | | | 0028 402-07435 257.000 TON | 87.00000 22359.00| 90.00000 23130.00| 86.30000 22179.10 HMA INTERMEDIATE, TYPE A | | | 0029 406-05520 0.600 TON | 530.00000 318.00| 810.00000 486.00| 528.00000 316.80 ASPHALT FOR TACK COAT | | | 0030 601-06037 4.000 EACH | 875.00000 3500.00| 855.00000 3420.00| 869.15000 3476.60 GUARDRAIL END TREATMENT, I | | | 0031 601-06374 4.000 EACH | 855.00000 3420.00| 845.00000 3380.00| 853.60000 3414.40 GUARDRAIL TRANSITION, TGS-1 | | | 0032 601-99105 273.800 LFT | 18.00000 4928.40| 18.00000 4928.40| 17.95000 4914.71 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 609-06257 182.000 SYS | 100.00000 18200.00| 91.00000 16562.00| 82.96000 15098.72 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0034 610-07486 22.000 TON | 165.00000 3630.00| 135.00000 2970.00| 164.00000 3608.00 HMA FOR APPROACHES, TYPE A | | | 0035 611-06498 1.000 EACH | 210.00000 210.00| 210.00000 210.00| 259.96000 259.96 MAILBOX ASSEMBLY, DOUBLE | | | 0036 615-06490 16.000 EACH | 124.00000 1984.00| 130.00000 2080.00| 167.81000 2684.96 RIGHT OF WAY MARKER | | | 0037 616-02320 1324.000 SYS | 3.50000 4634.00| 2.20000 2912.80| 2.77000 3667.48 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 471 -8 TABULATION OF BIDS ROUTE : 200E CALL ORDER : 471 CONTRACT ID : B -30640-A COUNTIES : VERMILLION LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1111003 |( 6 ) 35-1385672 |MILESTONE CONTRACTORS LP |WHITE CONSTRUCTION INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 616-06405 794.000 TON | 33.00000 26202.00| 32.00000 25408.00| 33.09000 26273.46 RIPRAP, REVETMENT | | | 0039 616-06451 22.000 TON | 45.00000 990.00| 31.00000 682.00| 52.42000 1153.24 RIPRAP, UNIFORM | | | 0040 621-01004 3.000 EACH | 705.00000 2115.00| 720.00000 2160.00| 1140.00000 3420.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 1.000 TON | 825.00000 825.00| 820.00000 820.00| 2090.00000 2090.00 FERTILIZER | | | 0042 621-06553 145.000 LBS | 4.00000 580.00| 4.20000 609.00| 3.81000 552.45 SEED MIXTURE, R | | | 0043 621-06557 255.000 LBS | 4.00000 1020.00| 4.20000 1071.00| 2.14000 545.70 SEED MIXTURE, T | | | 0044 621-06565 2.000 TON | 595.00000 1190.00| 580.00000 1160.00| 493.00000 986.00 MULCHING MATERIAL | | | 0045 621-06567 15.000 kGAL | 1.05000 15.75| 1.35000 20.25| 1.00000 15.00 WATER | | | 0046 621-06574 562.000 SYS | 7.00000 3934.00| 6.20000 3484.40| 5.56000 3124.72 SODDING | | | 0047 622-52436 6.000 EACH | 36.00000 216.00| 38.00000 228.00| 62.00000 372.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 134.000 EACH | 9.00000 1206.00| 10.00000 1340.00| 10.85000 1453.90 SEEDLING | | | 0049 628-09401 8.000 MOS | 2700.00000 21600.00| 1140.00000 9120.00| 1868.73000 14949.84 FIELD OFFICE, A | | | 0050 701-96089 1199.000 LFT | 45.00000 53955.00| 64.00000 76736.00| 59.73000 71616.27 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN., 14 IN. | | | 0051 702-51005 76.000 CYS | 760.00000 57760.00| 560.00000 42560.00| 988.02000 75089.52 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 7.000 CYS | 860.00000 6020.00| 1400.00000 9800.00| 1742.79000 12199.53 CONCRETE, B, FOOTINGS | | | 0053 703-51030 6072.000 LBS | 0.83000 5039.76| 1.20000 7286.40| 1.47000 8925.84 REINFORCING STEEL | | | 0054 703-51032 54286.000 LBS | 0.90000 48857.40| 1.25000 67857.50| 1.09000 59171.74 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 262.000 CYS | 725.00000 189950.00| 670.00000 175540.00| 607.91000 159272.42 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-06344 250.000 LFT | 64.00000 16000.00| 63.00000 15750.00| 72.24000 18060.00 RAILING, TS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 471 -9 TABULATION OF BIDS ROUTE : 200E CALL ORDER : 471 CONTRACT ID : B -30640-A COUNTIES : VERMILLION LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1111003 |( 6 ) 35-1385672 |MILESTONE CONTRACTORS LP |WHITE CONSTRUCTION INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 709-51821 LUMP | 2200.00000 2200.00| 2300.00000 2300.00| 7720.00000 7720.00 SURFACE SEAL | | | 0058 715-05151 35.000 LFT | 48.00000 1680.00| 40.00000 1400.00| 62.94000 2202.90 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0059 715-05231 52.000 LFT | 46.00000 2392.00| 70.00000 3640.00| 91.16000 4740.32 PIPE, TYPE 1, DEFORMED, MIN AREA 2.2 SF | | | 0060 715-46005 2.000 EACH | 420.00000 840.00| 450.00000 900.00| 271.84000 543.68 PIPE END SECTION, 15 IN. | | | 0061 715-46060 2.000 EACH | 475.00000 950.00| 650.00000 1300.00| 640.78000 1281.56 PIPE END SECTION, MIN. AREA 2.2 SQ. FT. | | | 0062 801-03290 4.000 EACH | 227.00000 908.00| 220.00000 880.00| 175.00000 700.00 CONSTRUCTION SIGN, C | | | 0063 801-04308 4.000 EACH | 258.00000 1032.00| 285.00000 1140.00| 310.00000 1240.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06640 11.000 EACH | 124.00000 1364.00| 185.00000 2035.00| 170.00000 1870.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 1.000 EACH | 88.00000 88.00| 55.00000 55.00| 60.00000 60.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP | 4500.00000 4500.00| 15599.65000 15599.65| 10992.97000 10992.97 MAINTAINING TRAFFIC | | | 0067 801-07118 48.000 LFT | 16.50000 792.00| 12.00000 576.00| 14.00000 672.00 BARRICADE, III-A | | | 0068 802-05701 28.000 LFT | 11.50000 322.00| 13.00000 364.00| 18.40000 515.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0069 802-76025 10.000 SFT | 25.00000 250.00| 28.00000 280.00| 24.25000 242.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0070 808-06713 1950.000 LFT | 1.05000 2047.50| 0.65000 1267.50| 0.50000 975.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0071 808-06714 1950.000 LFT | 1.05000 2047.50| 0.65000 1267.50| 0.50000 975.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0072 202-03135 100.000 SFT | 5.00000 500.00| 6.50000 650.00| 25.00000 2500.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | SECTION TOTALS | $ 773,750.91| $ 779,805.00| $ 851,418.73 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 773,750.91| $ 779,805.00| $ 851,418.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 471 -10 TABULATION OF BIDS ROUTE : 200E CALL ORDER : 471 CONTRACT ID : B -30640-A COUNTIES : VERMILLION LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 90-0177865 |( 9 ) 35-2040801 |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |GOHMANN ASPHALT & CONSTR 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 | 5000.00000 5000.00| 4000.00000 4000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 | 43551.07000 43551.07| 44000.00000 44000.00| 52000.00000 52000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 21775.53000 21775.53| 22000.00000 22000.00| 26000.00000 26000.00 CLEARING RIGHT OF WAY | | | 0008 202-01261 1.000 EACH | 1500.00000 1500.00| 1050.00000 1050.00| 2000.00000 2000.00 TESTING FOR ASBESTOS | | | 0009 202-02286 1.000 EACH | 73000.00000 73000.00| 14950.00000 14950.00| 61493.13000 61493.13 PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 1379.000 CYS | 20.00000 27580.00| 19.00000 26201.00| 25.00000 34475.00 EXCAVATION, COMMON | | | 0011 203-02070 654.000 CYS | 20.00000 13080.00| 19.00000 12426.00| 40.00000 26160.00 BORROW | | | 0012 203-51223 478.000 CYS | 20.00000 9560.00| 9.00000 4302.00| 30.00000 14340.00 EXCAVATION, WATERWAY | | | 0013 205-03371 233.000 CYS | 20.00000 4660.00| 20.00000 4660.00| 15.00000 3495.00 SEDIMENT, REMOVE | | | 0014 205-06931 84.000 TON | 40.00000 3360.00| 50.00000 4200.00| 70.00000 5880.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 2.000 EACH | 100.00000 200.00| 100.00000 200.00| 100.00000 200.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06934 4.000 TON | 450.00000 1800.00| 465.00000 1860.00| 450.00000 1800.00 TEMPORARY MULCHING | | | 0017 205-06936 248.000 TON | 40.00000 9920.00| 41.00000 10168.00| 75.00000 18600.00 TEMPORARY SEDIMENT TRAP | | | 0018 205-06937 566.000 LFT | 2.02000 1143.32| 2.15000 1216.90| 2.02000 1143.32 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 471 -11 TABULATION OF BIDS ROUTE : 200E CALL ORDER : 471 CONTRACT ID : B -30640-A COUNTIES : VERMILLION LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 90-0177865 |( 9 ) 35-2040801 |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 206-51230 49.000 CYS | 50.00000 2450.00| 1150.00000 56350.00| 200.00000 9800.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 207-08266 2394.000 SYS | 6.00000 14364.00| 9.00000 21546.00| 10.00000 23940.00 SUBGRADE TREATMENT, TYPE III | | | 0021 207-08267 79.000 SYS | 25.00000 1975.00| 12.00000 948.00| 30.00000 2370.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0022 211-09264 23.000 CYS | 30.00000 690.00| 26.00000 598.00| 50.00000 1150.00 STRUCTURE BACKFILL, TYPE 1 | | | 0023 211-09267 7.000 CYS | 200.00000 1400.00| 175.00000 1225.00| 175.00000 1225.00 STRUCTURE BACKFILL, TYPE 4 | | | 0024 301-07448 941.000 TON | 25.00000 23525.00| 33.00000 31053.00| 25.00000 23525.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 303-02051 100.000 TON | 35.00000 3500.00| 35.00000 3500.00| 40.00000 4000.00 STONE, NO 2 | | | 0026 306-08043 187.000 SYS | 30.00000 5610.00| 22.00000 4114.00| 20.00000 3740.00 MILLING, TRANSITION | | | 0027 402-07432 172.000 TON | 89.60000 15411.20| 91.00000 15652.00| 89.60000 15411.20 HMA SURFACE, TYPE A | | | 0028 402-07435 257.000 TON | 86.30000 22179.10| 89.00000 22873.00| 86.30000 22179.10 HMA INTERMEDIATE, TYPE A | | | 0029 406-05520 0.600 TON | 528.00000 316.80| 528.00000 316.80| 528.00000 316.80 ASPHALT FOR TACK COAT | | | 0030 601-06037 4.000 EACH | 850.00000 3400.00| 875.00000 3500.00| 850.00000 3400.00 GUARDRAIL END TREATMENT, I | | | 0031 601-06374 4.000 EACH | 830.00000 3320.00| 850.00000 3400.00| 830.00000 3320.00 GUARDRAIL TRANSITION, TGS-1 | | | 0032 601-99105 273.800 LFT | 17.50000 4791.50| 18.00000 4928.40| 17.50000 4791.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 609-06257 182.000 SYS | 95.00000 17290.00| 90.00000 16380.00| 125.00000 22750.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0034 610-07486 22.000 TON | 164.00000 3608.00| 168.00000 3696.00| 164.00000 3608.00 HMA FOR APPROACHES, TYPE A | | | 0035 611-06498 1.000 EACH | 205.00000 205.00| 210.00000 210.00| 205.00000 205.00 MAILBOX ASSEMBLY, DOUBLE | | | 0036 615-06490 16.000 EACH | 120.00000 1920.00| 123.00000 1968.00| 120.00000 1920.00 RIGHT OF WAY MARKER | | | 0037 616-02320 1324.000 SYS | 2.50000 3310.00| 2.85000 3773.40| 4.00000 5296.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 471 -12 TABULATION OF BIDS ROUTE : 200E CALL ORDER : 471 CONTRACT ID : B -30640-A COUNTIES : VERMILLION LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 90-0177865 |( 9 ) 35-2040801 |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 616-06405 794.000 TON | 30.00000 23820.00| 36.00000 28584.00| 40.00000 31760.00 RIPRAP, REVETMENT | | | 0039 616-06451 22.000 TON | 30.00000 660.00| 67.00000 1474.00| 50.00000 1100.00 RIPRAP, UNIFORM | | | 0040 621-01004 3.000 EACH | 685.00000 2055.00| 705.00000 2115.00| 685.00000 2055.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 1.000 TON | 800.00000 800.00| 822.00000 822.00| 800.00000 800.00 FERTILIZER | | | 0042 621-06553 145.000 LBS | 3.88000 562.60| 4.00000 580.00| 3.88000 562.60 SEED MIXTURE, R | | | 0043 621-06557 255.000 LBS | 3.85000 981.75| 3.95000 1007.25| 3.85000 981.75 SEED MIXTURE, T | | | 0044 621-06565 2.000 TON | 575.00000 1150.00| 590.00000 1180.00| 575.00000 1150.00 MULCHING MATERIAL | | | 0045 621-06567 15.000 kGAL | 1.00000 15.00| 1.00000 15.00| 1.00000 15.00 WATER | | | 0046 621-06574 562.000 SYS | 5.85000 3287.70| 6.00000 3372.00| 5.85000 3287.70 SODDING | | | 0047 622-52436 6.000 EACH | 35.00000 210.00| 36.00000 216.00| 35.00000 210.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 134.000 EACH | 8.75000 1172.50| 9.00000 1206.00| 8.75000 1172.50 SEEDLING | | | 0049 628-09401 8.000 MOS | 2500.00000 20000.00| 1850.00000 14800.00| 2200.00000 17600.00 FIELD OFFICE, A | | | 0050 701-96089 1199.000 LFT | 65.00000 77935.00| 52.00000 62348.00| 50.00000 59950.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN., 14 IN. | | | 0051 702-51005 76.000 CYS | 750.00000 57000.00| 850.00000 64600.00| 1300.00000 98800.00 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 7.000 CYS | 2000.00000 14000.00| 750.00000 5250.00| 1550.00000 10850.00 CONCRETE, B, FOOTINGS | | | 0053 703-51030 6072.000 LBS | 1.00000 6072.00| 0.90000 5464.80| 0.95000 5768.40 REINFORCING STEEL | | | 0054 703-51032 54286.000 LBS | 1.04000 56457.44| 0.95000 51571.70| 1.00000 54286.00 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 262.000 CYS | 850.00000 222700.00| 950.00000 248900.00| 1160.00000 303920.00 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-06344 250.000 LFT | 60.00000 15000.00| 62.00000 15500.00| 70.00000 17500.00 RAILING, TS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 471 -13 TABULATION OF BIDS ROUTE : 200E CALL ORDER : 471 CONTRACT ID : B -30640-A COUNTIES : VERMILLION LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 90-0177865 |( 9 ) 35-2040801 |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 709-51821 LUMP | 2070.00000 2070.00| 2100.00000 2100.00| 2070.00000 2070.00 SURFACE SEAL | | | 0058 715-05151 35.000 LFT | 60.00000 2100.00| 45.00000 1575.00| 75.00000 2625.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0059 715-05231 52.000 LFT | 60.00000 3120.00| 95.00000 4940.00| 70.00000 3640.00 PIPE, TYPE 1, DEFORMED, MIN AREA 2.2 SF | | | 0060 715-46005 2.000 EACH | 500.00000 1000.00| 800.00000 1600.00| 500.00000 1000.00 PIPE END SECTION, 15 IN. | | | 0061 715-46060 2.000 EACH | 550.00000 1100.00| 900.00000 1800.00| 650.00000 1300.00 PIPE END SECTION, MIN. AREA 2.2 SQ. FT. | | | 0062 801-03290 4.000 EACH | 200.00000 800.00| 275.00000 1100.00| 450.00000 1800.00 CONSTRUCTION SIGN, C | | | 0063 801-04308 4.000 EACH | 275.00000 1100.00| 340.00000 1360.00| 450.00000 1800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06640 11.000 EACH | 175.00000 1925.00| 160.00000 1760.00| 225.00000 2475.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 1.000 EACH | 50.00000 50.00| 52.00000 52.00| 50.00000 50.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP | 5000.00000 5000.00| 7400.00000 7400.00| 7200.00000 7200.00 MAINTAINING TRAFFIC | | | 0067 801-07118 48.000 LFT | 10.00000 480.00| 16.50000 792.00| 10.00000 480.00 BARRICADE, III-A | | | 0068 802-05701 28.000 LFT | 11.00000 308.00| 11.30000 316.40| 11.00000 308.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0069 802-76025 10.000 SFT | 24.00000 240.00| 24.50000 245.00| 24.00000 240.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0070 808-06713 1950.000 LFT | 0.50000 975.00| 0.63000 1228.50| 0.95000 1852.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0071 808-06714 1950.000 LFT | 0.50000 975.00| 0.52000 1014.00| 0.95000 1852.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0072 202-03135 100.000 SFT | 5.00000 500.00| 23.00000 2300.00| 40.00000 4000.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | SECTION TOTALS | $ 871,021.51| $ 885,858.15| $ 1,060,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 871,021.51| $ 885,858.15| $ 1,060,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 541 -1 VENDOR RANKING CALL ORDER : 541 CONTRACT ID : T -29943-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : 62 CONTRACT TIME : 08/29/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710587 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 06-1675328 MARTELL ELECTRIC LLC $ 299,999.99 100.0000% 2 35-1657131 MICHIANA CONTRACTING INC $ 316,941.28 105.6471% 3 35-1473618 THREE RIVERS BARRICADE & EQUIP. CO., INC. $ 338,025.20 112.6751% 4 26-1088721 ROADSAFE HOLDINGS INC $ 352,177.19 117.3924% 5 43-1012298 COLLINS & HERMANN INC $ 531,469.01 177.1563% 6 35-0821499 JAMES H DREW CORPORATION $ 634,323.12 211.4410% 7 74-2851603 QUANTA SERVICES INC $ 643,453.11 214.4844% 8 36-3343234 WESTERN REMAC INC $ 678,425.97 226.1420% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 541 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 541 CONTRACT ID : T -29943-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 06-1675328 |( 2 ) 35-1657131 |( 3 ) 35-1473618 |MARTELL ELECTRIC LLC |MICHIANA CONTRACTING INC |THREE RIVERS BARRICADE & EQUI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGN MODERNIZATION | | | 0001 105-06845 LUMP | 200.00000 200.00| 4700.00000 4700.00| 3875.00000 3875.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 80.00000 80.00| 25.00000 25.00| 50.00000 50.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 9.000 MOS | 70.00000 630.00| 30.00000 270.00| 50.00000 450.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 15000.00000 15000.00| 26700.00000 26700.00| 17000.00000 17000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-04089 201.000 EACH | 12.00000 2412.00| 23.00000 4623.00| 12.50000 2512.50 SIGN, SHEET, REMOVE | | | 0011 202-09239 1.000 EACH | 600.00000 600.00| 200.00000 200.00| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0012 202-74045 1152.000 EACH | 14.00000 16128.00| 15.00000 17280.00| 1.00000 1152.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0013 202-74050 219.000 EACH | 28.00000 6132.00| 36.00000 7884.00| 50.00000 10950.00 SIGN, OVERHEAD, REMOVE | | | 0014 202-74085 3.000 EACH | 450.00000 1350.00| 1000.00000 3000.00| 1000.00000 3000.00 OVERHEAD SIGN STRUCTURE, TWIN | | | CANTILEVER, REMOVE | | | 0015 628-09408 9.000 MOS | 300.00000 2700.00| 180.00000 1620.00| 200.00000 1800.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0016 628-09409 9.000 MOS | 65.00000 585.00| 60.00000 540.00| 65.00000 585.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0017 801-03290 8.000 EACH | 230.00000 1840.00| 240.00000 1920.00| 170.00000 1360.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 541 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 541 CONTRACT ID : T -29943-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 06-1675328 |( 2 ) 35-1657131 |( 3 ) 35-1473618 |MARTELL ELECTRIC LLC |MICHIANA CONTRACTING INC |THREE RIVERS BARRICADE & EQUI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 801-06640 8.000 EACH | 122.00000 976.00| 115.00000 920.00| 296.00000 2368.00 CONSTRUCTION SIGN, A | | | 0019 801-06710 40.000 DAY | 80.00000 3200.00| 30.00000 1200.00| 32.50000 1300.00 FLASHING ARROW SIGN | | | 0020 801-06775 LUMP | 4001.57000 4001.57| 18250.00000 18250.00| 146650.00000 146650.00 MAINTAINING TRAFFIC | | | 0021 801-92448 240.000 DAY | 30.00000 7200.00| 24.00000 5760.00| 100.00000 24000.00 CONSTRUCTION SIGNS, MOBILE | | | 0022 802-05704 12118.500 LFT | 6.50000 78770.25| 7.70000 93312.45| 4.30000 52109.55 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0023 802-05705 1319.000 LFT | 6.00000 7914.00| 6.70000 8837.30| 3.75000 4946.25 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0024 802-76025 6161.890 SFT | 13.50000 83185.52| 11.75000 72402.21| 5.50000 33890.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0025 802-76035 3356.430 SFT | 14.00000 46990.02| 9.40000 31550.44| 5.90000 19802.94 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0026 802-76045 1386.250 SFT | 14.50000 20100.63| 11.50000 15941.88| 6.65000 9218.56 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | SECTION TOTALS | $ 299,999.99| $ 316,941.28| $ 338,025.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 299,999.99| $ 316,941.28| $ 338,025.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 541 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 541 CONTRACT ID : T -29943-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 26-1088721 |( 5 ) 43-1012298 |( 6 ) 35-0821499 |ROADSAFE HOLDINGS INC |COLLINS & HERMANN INC |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGN MODERNIZATION | | | 0001 105-06845 LUMP | 4412.04000 4412.04| 4641.92000 4641.92| 6504.88000 6504.88 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 85.00000 85.00| 87.68000 87.68| 400.00000 400.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 9.000 MOS | 55.00000 495.00| 77.37000 696.33| 75.00000 675.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 5000.00000 5000.00| 35853.21000 35853.21| 15604.88000 15604.88 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-04089 201.000 EACH | 58.00000 11658.00| 37.65000 7567.65| 73.92000 14857.92 SIGN, SHEET, REMOVE | | | 0011 202-09239 1.000 EACH | 1000.00000 1000.00| 2688.99000 2688.99| 2601.95000 2601.95 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0012 202-74045 1152.000 EACH | 19.25000 22176.00| 35.85000 41299.20| 73.92000 85155.84 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0013 202-74050 219.000 EACH | 55.00000 12045.00| 107.56000 23555.64| 177.41000 38852.79 SIGN, OVERHEAD, REMOVE | | | 0014 202-74085 3.000 EACH | 2600.00000 7800.00| 4326.09000 12978.27| 3505.44000 10516.32 OVERHEAD SIGN STRUCTURE, TWIN | | | CANTILEVER, REMOVE | | | 0015 628-09408 9.000 MOS | 138.88000 1249.92| 206.31000 1856.79| 50.00000 450.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0016 628-09409 9.000 MOS | 100.00000 900.00| 103.15000 928.35| 80.00000 720.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0017 801-03290 8.000 EACH | 185.00000 1480.00| 190.83000 1526.64| 210.00000 1680.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 541 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 541 CONTRACT ID : T -29943-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 26-1088721 |( 5 ) 43-1012298 |( 6 ) 35-0821499 |ROADSAFE HOLDINGS INC |COLLINS & HERMANN INC |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 801-06640 8.000 EACH | 135.00000 1080.00| 139.26000 1114.08| 99.75000 798.00 CONSTRUCTION SIGN, A | | | 0019 801-06710 40.000 DAY | 20.00000 800.00| 25.79000 1031.60| 23.10000 924.00 FLASHING ARROW SIGN | | | 0020 801-06775 LUMP | 9850.00000 9850.00| 62522.82000 62522.82| 7391.91000 7391.91 MAINTAINING TRAFFIC | | | 0021 801-92448 240.000 DAY | 2.25000 540.00| 2.32000 556.80| 73.92000 17740.80 CONSTRUCTION SIGNS, MOBILE | | | 0022 802-05704 12118.500 LFT | 8.85000 107248.73| 11.50000 139362.75| 14.20000 172082.70 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0023 802-05705 1319.000 LFT | 9.30000 12266.70| 10.90000 14377.10| 13.32000 17569.08 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0024 802-76025 6161.890 SFT | 12.95000 79796.48| 15.19000 93599.11| 21.72000 133836.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0025 802-76035 3356.430 SFT | 14.95000 50178.63| 16.70000 56052.38| 22.11000 74210.67 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0026 802-76045 1386.250 SFT | 15.95000 22110.69| 21.04000 29166.70| 22.90000 31745.13 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | SECTION TOTALS | $ 352,177.19| $ 531,469.01| $ 634,323.12 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 352,177.19| $ 531,469.01| $ 634,323.12 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 541 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 541 CONTRACT ID : T -29943-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 74-2851603 |( 8 ) 36-3343234 |( ) |QUANTA SERVICES INC |WESTERN REMAC INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGN MODERNIZATION | | | 0001 105-06845 LUMP | 23520.00000 23520.00| 21600.00000 21600.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 160.59000 160.59| 325.00000 325.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 9.000 MOS | 240.90000 2168.10| 75.00000 675.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 57065.74000 57065.74| 43200.00000 43200.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 202-04089 201.000 EACH | 17.64000 3545.64| 46.00000 9246.00| SIGN, SHEET, REMOVE | | | 0011 202-09239 1.000 EACH | 3763.20000 3763.20| 810.00000 810.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0012 202-74045 1152.000 EACH | 17.64000 20321.28| 68.00000 78336.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0013 202-74050 219.000 EACH | 176.40000 38631.60| 60.00000 13140.00| SIGN, OVERHEAD, REMOVE | | | 0014 202-74085 3.000 EACH | 11106.93000 33320.79| 2800.00000 8400.00| OVERHEAD SIGN STRUCTURE, TWIN | | | CANTILEVER, REMOVE | | | 0015 628-09408 9.000 MOS | 352.80000 3175.20| 80.00000 720.00| MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0016 628-09409 9.000 MOS | 176.40000 1587.60| 83.00000 747.00| MOBILE INTERNET SERVICE , 1 EACH | | | 0017 801-03290 8.000 EACH | 479.81000 3838.48| 260.00000 2080.00| CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 541 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 541 CONTRACT ID : T -29943-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 74-2851603 |( 8 ) 36-3343234 |( ) |QUANTA SERVICES INC |WESTERN REMAC INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 801-06640 8.000 EACH | 479.81000 3838.48| 125.00000 1000.00| CONSTRUCTION SIGN, A | | | 0019 801-06710 40.000 DAY | 58.80000 2352.00| 36.00000 1440.00| FLASHING ARROW SIGN | | | 0020 801-06775 LUMP | 167787.21000 167787.21| 22707.00000 22707.00| MAINTAINING TRAFFIC | | | 0021 801-92448 240.000 DAY | 58.80000 14112.00| 32.50000 7800.00| CONSTRUCTION SIGNS, MOBILE | | | 0022 802-05704 12118.500 LFT | 11.35000 137544.98| 18.00000 218133.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0023 802-05705 1319.000 LFT | 14.12000 18624.28| 10.10000 13321.90| SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0024 802-76025 6161.890 SFT | 8.29000 51082.07| 22.86000 140860.81| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0025 802-76035 3356.430 SFT | 10.67000 35813.11| 15.72000 52763.08| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0026 802-76045 1386.250 SFT | 15.29000 21195.76| 29.66000 41116.18| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | SECTION TOTALS | $ 643,453.11| $ 678,425.97| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 643,453.11| $ 678,425.97| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 551 -1 VENDOR RANKING CALL ORDER : 551 CONTRACT ID : T -30216-A COUNTIES : HENDRICKS LETTING DATE : 01/14/09 10:00 AM DISTRICT : 61 CONTRACT TIME : 06/12/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600129 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1416052 LIGHTS & SIGNALS INC $ 134,429.00 100.0000% 2 35-1657131 MICHIANA CONTRACTING INC $ 139,691.40 103.9146% 3 06-1675328 MARTELL ELECTRIC LLC $ 148,521.00 110.4829% 4 35-2046222 MORPHEY CONSTRUCTION INC $ 157,194.50 116.9350% 5 35-0392360 HOOSIER COMPANY INC THE $ 160,714.26 119.5533% 6 35-1710202 SIGNAL CONSTRUCTION INC $ 162,250.00 120.6957% 7 35-0821499 JAMES H DREW CORPORATION $ 174,886.10 130.0955% 8 35-1262778 MIDWESTERN ELECTRIC $ 175,874.70 130.8309% 9 36-1460460 MEADE ELECTRIC CO $ 178,033.60 132.4369% 10 74-2851603 QUANTA SERVICES INC $ 295,052.90 219.4860% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 551 -2 TABULATION OF BIDS ROUTE : 39 CALL ORDER : 551 CONTRACT ID : T -30216-A COUNTIES : HENDRICKS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1416052 |( 2 ) 35-1657131 |( 3 ) 06-1675328 |LIGHTS & SIGNALS INC |MICHIANA CONTRACTING INC |MARTELL ELECTRIC LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 LIGHTING INSTALLATION AND MAINTENANCE | | | 0001 105-06845 LUMP | 1500.00000 1500.00| 1100.00000 1100.00| 500.00000 500.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 1.00000 1.00| 115.00000 115.00| 25.00000 25.00 RADIO | | | 0003 105-08520 1.000 EACH | 250.00000 250.00| 115.00000 115.00| 25.00000 25.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 7.000 MOS | 225.00000 1575.00| 35.00000 245.00| 50.00000 350.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 7.000 MOS | 1.00000 7.00| 35.00000 245.00| 25.00000 175.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 110-01001 LUMP | 9300.00000 9300.00| 12300.00000 12300.00| 7000.00000 7000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 500.00000 500.00| 115.00000 115.00| 500.00000 500.00 CLEARING RIGHT OF WAY | | | 0013 203-02020 75.000 CYS | 10.00000 750.00| 11.00000 825.00| 10.00000 750.00 EXCAVATION, UNCLASSIFIED | | | 0014 205-02459 LUMP | 1500.00000 1500.00| 115.00000 115.00| 250.00000 250.00 EROSION CONTROL | | | 0015 621-01004 1.000 EACH | 1500.00000 1500.00| 510.00000 510.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06559 108.000 SYS | 25.00000 2700.00| 5.80000 626.40| 5.25000 567.00 MULCHED SEEDING, R | | | 0017 628-09402 7.000 MOS | 700.00000 4900.00| 1300.00000 9100.00| 2000.00000 14000.00 FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 551 -3 TABULATION OF BIDS ROUTE : 39 CALL ORDER : 551 CONTRACT ID : T -30216-A COUNTIES : HENDRICKS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1416052 |( 2 ) 35-1657131 |( 3 ) 06-1675328 |LIGHTS & SIGNALS INC |MICHIANA CONTRACTING INC |MARTELL ELECTRIC LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 628-09407 7.000 MOS | 250.00000 1750.00| 300.00000 2100.00| 300.00000 2100.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0019 801-03290 6.000 EACH | 130.00000 780.00| 220.00000 1320.00| 350.00000 2100.00 CONSTRUCTION SIGN, C | | | 0020 801-06640 12.000 EACH | 100.00000 1200.00| 165.00000 1980.00| 175.00000 2100.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP | 4300.00000 4300.00| 100.00000 100.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0022 805-06592 310.000 LFT | 12.00000 3720.00| 18.15000 5626.50| 13.50000 4185.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0023 805-86889 1440.000 LFT | 0.75000 1080.00| 0.70000 1008.00| 0.20000 288.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0024 805-98336 370.000 LFT | 10.00000 3700.00| 4.70000 1739.00| 6.00000 2220.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0025 807-01878 18.000 EACH | 190.00000 3420.00| 210.00000 3780.00| 215.00000 3870.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0026 807-02191 9.000 EACH | 600.00000 5400.00| 900.00000 8100.00| 885.00000 7965.00 HANDHOLE, LIGHTING | | | 0027 807-02193 18.000 EACH | 800.00000 14400.00| 680.00000 12240.00| 850.00000 15300.00 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0028 807-07580 7166.000 LFT | 5.00000 35830.00| 5.35000 38338.10| 6.00000 42996.00 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0029 807-84762 18.000 EACH | 1500.00000 27000.00| 1670.00000 30060.00| 1675.00000 30150.00 LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0030 807-86805 2.000 EACH | 2250.00000 4500.00| 2340.00000 4680.00| 2700.00000 5400.00 SERVICE POINT, I | | | 0031 807-86910 18.000 EACH | 25.00000 450.00| 34.00000 612.00| 25.00000 450.00 CONNECTOR KIT, UNFUSED | | | 0032 807-86915 18.000 EACH | 25.00000 450.00| 34.00000 612.00| 25.00000 450.00 CONNECTOR KIT, FUSED | | | 0033 807-86920 30.000 EACH | 7.50000 225.00| 14.00000 420.00| 15.00000 450.00 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 551 -4 TABULATION OF BIDS ROUTE : 39 CALL ORDER : 551 CONTRACT ID : T -30216-A COUNTIES : HENDRICKS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1416052 |( 2 ) 35-1657131 |( 3 ) 06-1675328 |LIGHTS & SIGNALS INC |MICHIANA CONTRACTING INC |MARTELL ELECTRIC LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 807-86925 16.000 EACH | 11.00000 176.00| 16.00000 256.00| 15.00000 240.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0035 807-86930 36.000 EACH | 10.00000 360.00| 5.65000 203.40| 15.00000 540.00 INSULATION LINK, NONWATERPROOFED | | | 0036 807-86935 40.000 EACH | 10.00000 400.00| 8.50000 340.00| 15.00000 600.00 INSULATION LINK, WATERPROOFED | | | 0037 807-86955 8.000 EACH | 100.00000 800.00| 95.00000 760.00| 65.00000 520.00 CABLE DUCT MARKER | | | SECTION TOTALS | $ 134,429.00| $ 139,691.40| $ 148,521.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 134,429.00| $ 139,691.40| $ 148,521.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 551 -5 TABULATION OF BIDS ROUTE : 39 CALL ORDER : 551 CONTRACT ID : T -30216-A COUNTIES : HENDRICKS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2046222 |( 5 ) 35-0392360 |( 6 ) 35-1710202 |MORPHEY CONSTRUCTION INC |HOOSIER COMPANY INC THE |SIGNAL CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 LIGHTING INSTALLATION AND MAINTENANCE | | | 0001 105-06845 LUMP | 250.00000 250.00| 1403.11000 1403.11| 1500.00000 1500.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 100.00000 100.00| 102.00000 102.00| 100.00000 100.00 RADIO | | | 0003 105-08520 1.000 EACH | 100.00000 100.00| 187.68000 187.68| 250.00000 250.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 7.000 MOS | 50.00000 350.00| 102.00000 714.00| 125.00000 875.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 7.000 MOS | 50.00000 350.00| 87.72000 614.04| 100.00000 700.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 110-01001 LUMP | 3000.00000 3000.00| 3674.45000 3674.45| 8000.00000 8000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 1.00000 1.00| 842.11000 842.11| 1.00000 1.00 CLEARING RIGHT OF WAY | | | 0013 203-02020 75.000 CYS | 2.50000 187.50| 1.63000 122.25| 1.00000 75.00 EXCAVATION, UNCLASSIFIED | | | 0014 205-02459 LUMP | 1.00000 1.00| 842.11000 842.11| 1.00000 1.00 EROSION CONTROL | | | 0015 621-01004 1.000 EACH | 1.00000 1.00| 463.59000 463.59| 1.00000 1.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06559 108.000 SYS | 10.00000 1080.00| 5.27000 569.16| 1.00000 108.00 MULCHED SEEDING, R | | | 0017 628-09402 7.000 MOS | 2250.00000 15750.00| 1559.14000 10913.98| 800.00000 5600.00 FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 551 -6 TABULATION OF BIDS ROUTE : 39 CALL ORDER : 551 CONTRACT ID : T -30216-A COUNTIES : HENDRICKS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2046222 |( 5 ) 35-0392360 |( 6 ) 35-1710202 |MORPHEY CONSTRUCTION INC |HOOSIER COMPANY INC THE |SIGNAL CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 628-09407 7.000 MOS | 200.00000 1400.00| 204.00000 1428.00| 500.00000 3500.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0019 801-03290 6.000 EACH | 250.00000 1500.00| 283.31000 1699.86| 195.00000 1170.00 CONSTRUCTION SIGN, C | | | 0020 801-06640 12.000 EACH | 250.00000 3000.00| 200.89000 2410.68| 145.00000 1740.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP | 1000.00000 1000.00| 1365.17000 1365.17| 900.00000 900.00 MAINTAINING TRAFFIC | | | 0022 805-06592 310.000 LFT | 15.00000 4650.00| 23.78000 7371.80| 12.00000 3720.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0023 805-86889 1440.000 LFT | 0.50000 720.00| 0.34000 489.60| 0.35000 504.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0024 805-98336 370.000 LFT | 7.50000 2775.00| 8.41000 3111.70| 8.00000 2960.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0025 807-01878 18.000 EACH | 225.00000 4050.00| 212.98000 3833.64| 275.00000 4950.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0026 807-02191 9.000 EACH | 835.00000 7515.00| 686.23000 6176.07| 750.00000 6750.00 HANDHOLE, LIGHTING | | | 0027 807-02193 18.000 EACH | 1050.00000 18900.00| 1033.25000 18598.50| 1000.00000 18000.00 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0028 807-07580 7166.000 LFT | 7.50000 53745.00| 7.91000 56683.06| 8.00000 57328.00 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0029 807-84762 18.000 EACH | 1600.00000 28800.00| 1504.91000 27088.38| 1750.00000 31500.00 LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0030 807-86805 2.000 EACH | 2000.00000 4000.00| 2706.12000 5412.24| 3000.00000 6000.00 SERVICE POINT, I | | | 0031 807-86910 18.000 EACH | 35.00000 630.00| 32.88000 591.84| 45.00000 810.00 CONNECTOR KIT, UNFUSED | | | 0032 807-86915 18.000 EACH | 35.00000 630.00| 33.97000 611.46| 45.00000 810.00 CONNECTOR KIT, FUSED | | | 0033 807-86920 30.000 EACH | 14.00000 420.00| 17.31000 519.30| 30.00000 900.00 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 551 -7 TABULATION OF BIDS ROUTE : 39 CALL ORDER : 551 CONTRACT ID : T -30216-A COUNTIES : HENDRICKS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2046222 |( 5 ) 35-0392360 |( 6 ) 35-1710202 |MORPHEY CONSTRUCTION INC |HOOSIER COMPANY INC THE |SIGNAL CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 807-86925 16.000 EACH | 21.00000 336.00| 21.27000 340.32| 32.00000 512.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0035 807-86930 36.000 EACH | 13.00000 468.00| 15.83000 569.88| 25.00000 900.00 INSULATION LINK, NONWATERPROOFED | | | 0036 807-86935 40.000 EACH | 16.00000 640.00| 17.41000 696.40| 27.00000 1080.00 INSULATION LINK, WATERPROOFED | | | 0037 807-86955 8.000 EACH | 105.00000 840.00| 157.86000 1262.88| 125.00000 1000.00 CABLE DUCT MARKER | | | SECTION TOTALS | $ 157,194.50| $ 160,714.26| $ 162,250.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 157,194.50| $ 160,714.26| $ 162,250.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 551 -8 TABULATION OF BIDS ROUTE : 39 CALL ORDER : 551 CONTRACT ID : T -30216-A COUNTIES : HENDRICKS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0821499 |( 8 ) 35-1262778 |( 9 ) 36-1460460 |JAMES H DREW CORPORATION |MIDWESTERN ELECTRIC |MEADE ELECTRIC CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 LIGHTING INSTALLATION AND MAINTENANCE | | | 0001 105-06845 LUMP | 3990.00000 3990.00| 2182.00000 2182.00| 2100.00000 2100.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 400.00000 400.00| 45.00000 45.00| 165.00000 165.00 RADIO | | | 0003 105-08520 1.000 EACH | 400.00000 400.00| 150.00000 150.00| 165.00000 165.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 7.000 MOS | 75.00000 525.00| 75.00000 525.00| 110.00000 770.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 7.000 MOS | 75.00000 525.00| 46.00000 322.00| 110.00000 770.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 110-01001 LUMP | 6682.86000 6682.86| 14120.00000 14120.00| 5920.00000 5920.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 1199.06000 1199.06| 1520.00000 1520.00| 1620.00000 1620.00 CLEARING RIGHT OF WAY | | | 0013 203-02020 75.000 CYS | 19.54000 1465.50| 25.00000 1875.00| 10.00000 750.00 EXCAVATION, UNCLASSIFIED | | | 0014 205-02459 LUMP | 3498.13000 3498.13| 650.00000 650.00| 375.00000 375.00 EROSION CONTROL | | | 0015 621-01004 1.000 EACH | 472.50000 472.50| 492.00000 492.00| 585.00000 585.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06559 108.000 SYS | 5.38000 581.04| 5.60000 604.80| 11.00000 1188.00 MULCHED SEEDING, R | | | 0017 628-09402 7.000 MOS | 1000.00000 7000.00| 1911.00000 13377.00| 525.00000 3675.00 FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 551 -9 TABULATION OF BIDS ROUTE : 39 CALL ORDER : 551 CONTRACT ID : T -30216-A COUNTIES : HENDRICKS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0821499 |( 8 ) 35-1262778 |( 9 ) 36-1460460 |JAMES H DREW CORPORATION |MIDWESTERN ELECTRIC |MEADE ELECTRIC CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 628-09407 7.000 MOS | 20.00000 140.00| 300.00000 2100.00| 263.00000 1841.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0019 801-03290 6.000 EACH | 365.40000 2192.40| 310.00000 1860.00| 365.00000 2190.00 CONSTRUCTION SIGN, C | | | 0020 801-06640 12.000 EACH | 166.95000 2003.40| 214.00000 2568.00| 167.00000 2004.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP | 10742.86000 10742.86| 3020.00000 3020.00| 1700.00000 1700.00 MAINTAINING TRAFFIC | | | 0022 805-06592 310.000 LFT | 13.61000 4219.10| 15.00000 4650.00| 17.00000 5270.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0023 805-86889 1440.000 LFT | 0.94000 1353.60| 0.52000 748.80| 0.90000 1296.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0024 805-98336 370.000 LFT | 7.58000 2804.60| 7.25000 2682.50| 12.25000 4532.50 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0025 807-01878 18.000 EACH | 219.45000 3950.10| 230.00000 4140.00| 225.00000 4050.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0026 807-02191 9.000 EACH | 557.43000 5016.87| 644.00000 5796.00| 1100.00000 9900.00 HANDHOLE, LIGHTING | | | 0027 807-02193 18.000 EACH | 986.62000 17759.16| 910.00000 16380.00| 1180.00000 21240.00 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0028 807-07580 7166.000 LFT | 7.58000 54318.28| 7.60000 54461.60| 8.25000 59119.50 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0029 807-84762 18.000 EACH | 1617.37000 29112.66| 1680.00000 30240.00| 1950.00000 35100.00 LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0030 807-86805 2.000 EACH | 3403.23000 6806.46| 3178.00000 6356.00| 2925.00000 5850.00 SERVICE POINT, I | | | 0031 807-86910 18.000 EACH | 54.78000 986.04| 30.00000 540.00| 44.20000 795.60 CONNECTOR KIT, UNFUSED | | | 0032 807-86915 18.000 EACH | 54.78000 986.04| 30.00000 540.00| 49.70000 894.60 CONNECTOR KIT, FUSED | | | 0033 807-86920 30.000 EACH | 32.78000 983.40| 10.00000 300.00| 20.00000 600.00 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 551 -10 TABULATION OF BIDS ROUTE : 39 CALL ORDER : 551 CONTRACT ID : T -30216-A COUNTIES : HENDRICKS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0821499 |( 8 ) 35-1262778 |( 9 ) 36-1460460 |JAMES H DREW CORPORATION |MIDWESTERN ELECTRIC |MEADE ELECTRIC CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 807-86925 16.000 EACH | 32.78000 524.48| 49.00000 784.00| 20.60000 329.60 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0035 807-86930 36.000 EACH | 32.78000 1180.08| 10.00000 360.00| 17.80000 640.80 INSULATION LINK, NONWATERPROOFED | | | 0036 807-86935 40.000 EACH | 34.98000 1399.20| 49.00000 1960.00| 18.40000 736.00 INSULATION LINK, WATERPROOFED | | | 0037 807-86955 8.000 EACH | 207.91000 1663.28| 65.00000 520.00| 232.00000 1856.00 CABLE DUCT MARKER | | | SECTION TOTALS | $ 174,886.10| $ 175,874.70| $ 178,033.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 174,886.10| $ 175,874.70| $ 178,033.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 551 -11 TABULATION OF BIDS ROUTE : 39 CALL ORDER : 551 CONTRACT ID : T -30216-A COUNTIES : HENDRICKS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 74-2851603 |( ) |( ) |QUANTA SERVICES INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 LIGHTING INSTALLATION AND MAINTENANCE | | | 0001 105-06845 LUMP | 11916.00000 11916.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 146.00000 146.00| | RADIO | | | 0003 105-08520 1.000 EACH | 199.00000 199.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 7.000 MOS | 199.00000 1393.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 7.000 MOS | 86.40000 604.80| | RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 110-01001 LUMP | 34960.00000 34960.00| | MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 1329.00000 1329.00| | CLEARING RIGHT OF WAY | | | 0013 203-02020 75.000 CYS | 10.60000 795.00| | EXCAVATION, UNCLASSIFIED | | | 0014 205-02459 LUMP | 1329.00000 1329.00| | EROSION CONTROL | | | 0015 621-01004 1.000 EACH | 598.00000 598.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06559 108.000 SYS | 6.80000 734.40| | MULCHED SEEDING, R | | | 0017 628-09402 7.000 MOS | 449.00000 3143.00| | FIELD OFFICE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 551 -12 TABULATION OF BIDS ROUTE : 39 CALL ORDER : 551 CONTRACT ID : T -30216-A COUNTIES : HENDRICKS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 74-2851603 |( ) |( ) |QUANTA SERVICES INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 628-09407 7.000 MOS | 85.30000 597.10| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0019 801-03290 6.000 EACH | 278.00000 1668.00| | CONSTRUCTION SIGN, C | | | 0020 801-06640 12.000 EACH | 207.00000 2484.00| | CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP | 15423.00000 15423.00| | MAINTAINING TRAFFIC | | | 0022 805-06592 310.000 LFT | 22.20000 6882.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0023 805-86889 1440.000 LFT | 1.05000 1512.00| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0024 805-98336 370.000 LFT | 7.40000 2738.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0025 807-01878 18.000 EACH | 538.00000 9684.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0026 807-02191 9.000 EACH | 1006.00000 9054.00| | HANDHOLE, LIGHTING | | | 0027 807-02193 18.000 EACH | 1722.00000 30996.00| | LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0028 807-07580 7166.000 LFT | 12.30000 88141.80| | WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0029 807-84762 18.000 EACH | 2928.00000 52704.00| | LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0030 807-86805 2.000 EACH | 2882.00000 5764.00| | SERVICE POINT, I | | | 0031 807-86910 18.000 EACH | 78.60000 1414.80| | CONNECTOR KIT, UNFUSED | | | 0032 807-86915 18.000 EACH | 81.40000 1465.20| | CONNECTOR KIT, FUSED | | | 0033 807-86920 30.000 EACH | 53.60000 1608.00| | MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 551 -13 TABULATION OF BIDS ROUTE : 39 CALL ORDER : 551 CONTRACT ID : T -30216-A COUNTIES : HENDRICKS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 74-2851603 |( ) |( ) |QUANTA SERVICES INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 807-86925 16.000 EACH | 56.20000 899.20| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0035 807-86930 36.000 EACH | 46.60000 1677.60| | INSULATION LINK, NONWATERPROOFED | | | 0036 807-86935 40.000 EACH | 56.50000 2260.00| | INSULATION LINK, WATERPROOFED | | | 0037 807-86955 8.000 EACH | 116.00000 928.00| | CABLE DUCT MARKER | | | SECTION TOTALS | $ 295,052.90| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 295,052.90| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 561 -1 VENDOR RANKING CALL ORDER : 561 CONTRACT ID : T -30539-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : 63 CONTRACT TIME : 11/15/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710973 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 26-1745760 K & S MARKERS INC $ 104,042.21 100.0000% 2 35-1983873 M A S MARKERS INC $ 104,092.43 100.0483% 3 31-0989223 TRAFFIC SPECIALISTS INC $ 161,730.56 155.4471% 4 31-1035771 A & A SAFETY INC $ 182,112.44 175.0371% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 561 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 561 CONTRACT ID : T -30539-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 26-1745760 |( 2 ) 35-1983873 |( 3 ) 31-0989223 |K & S MARKERS INC |M A S MARKERS INC |TRAFFIC SPECIALISTS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RAISED PAVEMENT MARKINGS, REFURBISHED | | | 0001 105-08520 2.000 EACH | 20.00000 40.00| 50.00000 100.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 18.000 MOS | 10.00000 180.00| 70.00000 1260.00| 75.00000 1350.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 26192.48000 26192.48| 18018.74000 18018.74| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 628-09408 9.000 MOS | 1.50000 13.50| 10.00000 90.00| 75.00000 675.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0010 628-09409 9.000 MOS | 55.00000 495.00| 70.00000 630.00| 100.00000 900.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0011 801-03290 4.000 EACH | 50.00000 200.00| 1.00000 4.00| 150.00000 600.00 CONSTRUCTION SIGN, C | | | 0012 801-06710 120.000 DAY | 1.00000 120.00| 0.50000 60.00| 1.00000 120.00 FLASHING ARROW SIGN | | | 0013 801-06775 LUMP | 22192.48000 22192.48| 18018.74000 18018.74| 41000.00000 41000.00 MAINTAINING TRAFFIC | | | 0014 801-92448 120.000 DAY | 1.00000 120.00| 0.10000 12.00| 1.00000 120.00 CONSTRUCTION SIGNS, MOBILE | | | 0015 808-75994 22407.000 EACH | 2.25000 50415.75| 2.85000 63859.95| 4.08000 91420.56 PRISMATIC REFLECTOR | | | 0016 808-75998 2034.000 EACH | 2.00000 4068.00| 1.00000 2034.00| 10.00000 20340.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 104,042.21| $ 104,092.43| $ 161,730.56 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 104,042.21| $ 104,092.43| $ 161,730.56 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 561 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 561 CONTRACT ID : T -30539-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1035771 |( ) |( ) |A & A SAFETY INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RAISED PAVEMENT MARKINGS, REFURBISHED | | | 0001 105-08520 2.000 EACH | 111.00000 222.00| | CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 18.000 MOS | 100.00000 1800.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 10000.00000 10000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0009 628-09408 9.000 MOS | 500.00000 4500.00| | MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0010 628-09409 9.000 MOS | 100.00000 900.00| | MOBILE INTERNET SERVICE , 1 EACH | | | 0011 801-03290 4.000 EACH | 275.00000 1100.00| | CONSTRUCTION SIGN, C | | | 0012 801-06710 120.000 DAY | 1.00000 120.00| | FLASHING ARROW SIGN | | | 0013 801-06775 LUMP | 45000.00000 45000.00| | MAINTAINING TRAFFIC | | | 0014 801-92448 120.000 DAY | 1.00000 120.00| | CONSTRUCTION SIGNS, MOBILE | | | 0015 808-75994 22407.000 EACH | 3.92000 87835.44| | PRISMATIC REFLECTOR | | | 0016 808-75998 2034.000 EACH | 15.00000 30510.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 182,112.44| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 182,112.44| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 571 -1 VENDOR RANKING CALL ORDER : 571 CONTRACT ID : T -31636-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : 61 CONTRACT TIME : 12/31/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0810033 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 JAMES H DREW CORPORATION $ 439,859.00 100.0000% 2 35-1643252 C-TECH CORPORATION INC $ 528,819.85 120.2249% 3 35-2110733 SPECIALTIES COMPANY LLC $ 571,054.00 129.8266% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 571 -2 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 571 CONTRACT ID : T -31636-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL, MAINTENANCE OR REPAIR | | | 0001 105-06845 LUMP | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 145.00000 145.00| 500.00000 500.00| 300.00000 300.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 125.00000 1500.00| 110.00000 1320.00| 200.00000 2400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 1000.00000 1000.00| 42900.00000 42900.00| 28500.00000 28500.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 601-01128 1.000 EACH | 1000.00000 1000.00| 1030.00000 1030.00| 1400.00000 1400.00 GUARDRAIL TRANSITION TYPE WGB | | | 0011 601-01522 1.000 EACH | 1750.00000 1750.00| 1830.00000 1830.00| 2000.00000 2000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0012 601-01700 2.000 EACH | 1660.00000 3320.00| 1590.00000 3180.00| 1900.00000 3800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0013 601-01867 1.000 EACH | 1375.00000 1375.00| 1830.00000 1830.00| 2000.00000 2000.00 GUARDRAIL TRANSITION, TGB RETROFIT | | | 0014 601-02211 350.000 EACH | 63.00000 22050.00| 65.50000 22925.00| 75.00000 26250.00 GUARDRAIL POST, 8.5 LBS PER LFT, 7 FT O | | | IN LONG, GALVANIZED | | | 0015 601-02800 1.000 EACH | 998.00000 998.00| 925.00000 925.00| 1300.00000 1300.00 GUARDRAIL TRANSITION, TGT | | | 0016 601-03452 6.000 EACH | 115.00000 690.00| 80.00000 480.00| 100.00000 600.00 EXCAVATION OF DAMAGED STEEL BEAM | | | GUARDRAIL BURIED END SECTION, LABOR ONLY| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 571 -3 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 571 CONTRACT ID : T -31636-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 601-03453 30.000 EACH | 8.00000 240.00| 8.00000 240.00| 25.00000 750.00 GUARDRAIL, CLAMP BAR, 7.125 IN., | | | ALUMINUM | | | 0018 601-03456 8.000 EACH | 65.00000 520.00| 70.00000 560.00| 80.00000 640.00 GUARDRAIL POST, WOOD TYPE W5 | | | 0019 601-03471 8.000 EACH | 3500.00000 28000.00| 4100.00000 32800.00| 3000.00000 24000.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY | | | 0020 601-03599 2.000 EACH | 165.00000 330.00| 172.00000 344.00| 300.00000 600.00 GUARDRAIL, THRIE BEAM, RAIL SECTION, 12 | | | FT. 6 IN | | | 0021 601-03677 1.000 EACH | 220.00000 220.00| 730.00000 730.00| 600.00000 600.00 ANCHOR, TYPE 5 | | | 0022 601-06035 50.000 LFT | 5.00000 250.00| 4.50000 225.00| 12.00000 600.00 GUARDRAIL, RESET | | | 0023 601-06774 1.000 EACH | 3838.00000 3838.00| 4850.00000 4850.00| 4000.00000 4000.00 COMBINATION ATTENUATING TERMINAL | | | 0024 601-06798 200.000 EACH | 10.00000 2000.00| 7.75000 1550.00| 10.00000 2000.00 TIMBER BLOCK | | | 0025 601-06854 1.000 EACH | 2250.00000 2250.00| 2400.00000 2400.00| 2500.00000 2500.00 GUARDRAIL, W-BEAM, NESTED | | | 0026 601-61320 1000.000 LFT | 13.00000 13000.00| 11.90000 11900.00| 14.00000 14000.00 CURVED SECTION, STEEL BEAM GUARDRAIL | | | GALVANIZED, 12 GA. | | | 0027 601-61340 40.000 EACH | 145.00000 5800.00| 47.25000 1890.00| 100.00000 4000.00 GUARDRAIL POST, 15.5 LBS PER FT., | | | GALVANIZED, 6 FT. 3 IN. LONG | | | 0028 601-61350 80.000 EACH | 25.00000 2000.00| 9.60000 768.00| 40.00000 3200.00 GUARDRAIL POST BRACKET, 15.5 LBS PER | | | LFT., GALVANIZED, 1 FT. 2.25 IN. | | | 0029 601-61370 125.000 EACH | 19.00000 2375.00| 9.35000 1168.75| 30.00000 3750.00 GUARDRAIL POST BRACKET, 8.5 LBS PER LFT | | | , GALVANIZED 1 FT. 2.25 IN. | | | 0030 601-61380 1.000 EACH | 27.00000 27.00| 69.60000 69.60| 60.00000 60.00 GUARDRAIL TERMINAL SECTION, FLATEND, | | | GALVANIZED | | | 0031 601-61390 10.000 EACH | 40.00000 400.00| 35.00000 350.00| 50.00000 500.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 571 -4 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 571 CONTRACT ID : T -31636-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 601-61400 1.000 EACH | 690.00000 690.00| 700.00000 700.00| 600.00000 600.00 GUARDRAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0033 601-61550 5.000 EACH | 40.00000 200.00| 27.00000 135.00| 50.00000 250.00 GUARDRAIL TERMINAL END SECTION, ALUMINU | | | 0034 601-62070 20000.000 LFT | 8.60000 172000.00| 8.90000 178000.00| 11.00000 220000.00 GUARDRAIL, STEEL BEAM, GALVANIZED | | | 0035 601-62090 15.000 LFT | 3.00000 45.00| 4.00000 60.00| 5.00000 75.00 GUARDRAIL, STEEL BEAM, INSTALL | | | 0036 601-62100 5.000 EACH | 20.00000 100.00| 25.30000 126.50| 25.00000 125.00 GUARDRAIL POST, STEEL, INSTALL | | | 0037 601-62110 50.000 LFT | 2.50000 125.00| 4.00000 200.00| 5.00000 250.00 GUARDRAIL, CHANNEL, 6.7 LBS PER LFT., | | | INSTALL | | | 0038 601-62120 3.000 EACH | 6.00000 18.00| 7.00000 21.00| 8.00000 24.00 GUARDRAIL POST BRACKET, INSTALL | | | 0039 601-62150 2.000 EACH | 120.00000 240.00| 70.00000 140.00| 100.00000 200.00 GUARDRAIL POST, 15.5 LBS PER LFT., | | | GALVANIZED, 7 FT. 0 IN. LONG | | | 0040 601-62297 1.000 EACH | 55.00000 55.00| 90.00000 90.00| 100.00000 100.00 GUARDRAIL STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE | | | 0041 601-62530 1.000 EACH | 50.00000 50.00| 54.00000 54.00| 150.00000 150.00 GUARDRAIL PIER CONNECTION, ES | | | 0042 601-62540 900.000 EACH | 16.00000 14400.00| 16.50000 14850.00| 20.00000 18000.00 GUARDRAIL POST, PLUMB | | | 0043 601-62550 250.000 LFT | 4.50000 1125.00| 4.25000 1062.50| 10.00000 2500.00 GUARDRAIL, TUBING, ELLIPTICAL, ALUMINUM | | | 0044 601-62580 25.000 EACH | 15.00000 375.00| 17.90000 447.50| 50.00000 1250.00 GUARDRAIL SPLICE BAR, ALUMINUM | | | 0045 601-62630 1.000 EACH | 70.00000 70.00| 64.00000 64.00| 100.00000 100.00 GUARDRAIL POST, ALUMINUM, 6 FT. 3 IN. | | | 0046 601-62640 5.000 EACH | 70.00000 350.00| 44.00000 220.00| 100.00000 500.00 GUARDRAIL POST, ALUMINUM, 5 FT. 3 IN. | | | 0047 601-62680 1.000 EACH | 565.00000 565.00| 400.00000 400.00| 700.00000 700.00 GUARDRAIL TERMINAL SECTION, SINGLE FACE | | | BURIED END, ALUMINUM | | | 0048 601-90382 1.000 EACH | 90.00000 90.00| 64.00000 64.00| 100.00000 100.00 GUARDRAIL POST, ALUMINUM, 7 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 571 -5 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 571 CONTRACT ID : T -31636-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 601-90389 1.000 EACH | 65.00000 65.00| 92.00000 92.00| 75.00000 75.00 GUARDRAIL TERMINAL SECTION, GALVANIZED, | | | 11 IN. | | | 0050 601-90677 1.000 EACH | 60.00000 60.00| 50.00000 50.00| 75.00000 75.00 DRILLED BRACKET, INSTALL | | | 0051 601-91198 4.000 EACH | 130.00000 520.00| 215.00000 860.00| 200.00000 800.00 GUARDRAIL POST, MODIFIED | | | 0052 601-91504 1.000 EACH | 110.00000 110.00| 105.00000 105.00| 125.00000 125.00 GUARDRAIL POST, W1, 10 IN X 10 IN | | | 0053 601-91505 5.000 EACH | 70.00000 350.00| 90.00000 450.00| 80.00000 400.00 GUARDRAIL POST, W2, 8 IN. X 8 IN. | | | 0054 601-91510 5.000 EACH | 70.00000 350.00| 90.00000 450.00| 80.00000 400.00 GUARDRAIL POST, W3, 8 IN. X 8 IN. | | | 0055 601-91511 5.000 EACH | 70.00000 350.00| 90.00000 450.00| 80.00000 400.00 GUARDRAIL POST, W4, 8 IN. X 8 IN. | | | 0056 601-91542 5.000 EACH | 15.00000 75.00| 22.20000 111.00| 25.00000 125.00 GUARDRAIL BLOCK, 6 IN. X 8 IN., B1 | | | 0057 601-91575 5.000 EACH | 15.00000 75.00| 22.20000 111.00| 25.00000 125.00 GUARDRAIL BLOCK, 6 IN. X 8 IN., B2 | | | 0058 601-91576 5.000 EACH | 15.00000 75.00| 22.20000 111.00| 25.00000 125.00 GUARDRAIL BLOCK, 6 IN. X 8 IN., B3 | | | 0059 601-91649 8.000 EACH | 150.00000 1200.00| 165.00000 1320.00| 200.00000 1600.00 GUARDRAIL THRIE BEAM TRANSITION SECTION | | | GALVANIZED | | | 0060 601-91653 2.000 EACH | 95.00000 190.00| 130.00000 260.00| 200.00000 400.00 GUARDRAIL THRIE BEAM TERMINAL CONNECTOR | | | GALVANIZED | | | 0061 601-93346 5.000 EACH | 70.00000 350.00| 132.00000 660.00| 200.00000 1000.00 GUARDRAIL CONNECTOR, AS | | | 0062 601-94689 30.000 EACH | 2700.00000 81000.00| 3600.00000 108000.00| 3000.00000 90000.00 GUARDRAIL END TREATMENT, OS | | | 0063 601-95342 4.000 EACH | 95.00000 380.00| 89.00000 356.00| 150.00000 600.00 GUARDRAIL SPLICE PLATE, C, GALVANIZED | | | 0064 601-95972 15.000 EACH | 70.00000 1050.00| 66.00000 990.00| 80.00000 1200.00 GUARDRAIL POST (CRT), 8 IN.X 6 IN. | | | TREATED LUMBER, 6 FT. 0 IN. LONG | | | 0065 601-97774 10.000 EACH | 1700.00000 17000.00| 1050.00000 10500.00| 1300.00000 13000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 571 -6 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 571 CONTRACT ID : T -31636-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0066 601-98636 100.000 LFT | 4.00000 400.00| 4.50000 450.00| 10.00000 1000.00 GUARDRAIL CHANNEL, 6.7 LBS PER LFT., | | | GALVANIZED, 5 IN. | | | 0067 601-98637 1.000 EACH | 45.00000 45.00| 122.00000 122.00| 100.00000 100.00 GUARDRAIL BURIED END, TERMINAL | | | CONNECTOR, GALVANIZED | | | 0068 601-98638 1.000 EACH | 22.00000 22.00| 60.00000 60.00| 50.00000 50.00 GUARDRAIL SPLICE PLATE, ALUMINUM | | | 0069 601-99105 1500.000 LFT | 16.00000 24000.00| 17.00000 25500.00| 24.00000 36000.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0070 601-99108 150.000 LFT | 22.00000 3300.00| 25.20000 3780.00| 30.00000 4500.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0071 601-99123 1.000 EACH | 1705.00000 1705.00| 2390.00000 2390.00| 2500.00000 2500.00 GUARDRAIL TRANSITION, GP | | | 0072 706-01515 1.000 EACH | 46.00000 46.00| 36.00000 36.00| 100.00000 100.00 BRIDGE BRACKET, A, ALUMINUM | | | 0073 706-05587 1.000 EACH | 225.00000 225.00| 375.00000 375.00| 400.00000 400.00 BRIDGE BARRIER RAIL BRACKET, CONCRETE, | | | INSTALL | | | 0074 706-06347 50.000 LFT | 195.00000 9750.00| 68.00000 3400.00| 300.00000 15000.00 RAILING, CF-1 | | | 0075 706-62380 3.000 EACH | 115.00000 345.00| 62.00000 186.00| 300.00000 900.00 BRIDGE RAILING POST, 5A | | | 0076 706-62390 1.000 EACH | 115.00000 115.00| 62.00000 62.00| 300.00000 300.00 BRIDGE RAILING POST, 6 | | | 0077 706-62400 1.000 EACH | 115.00000 115.00| 62.00000 62.00| 300.00000 300.00 BRIDGE RAILING POST, 7 | | | 0078 706-90672 5.000 EACH | 115.00000 575.00| 62.00000 310.00| 300.00000 1500.00 BRIDGE RAILING POST, ALUMINUM, 5 | | | 0079 706-94133 1.000 LFT | 25.00000 25.00| 55.00000 55.00| 50.00000 50.00 RAILING, TUBE, GALVANIZED STEEL | | | 0080 706-95431 1.000 EACH | 400.00000 400.00| 490.00000 490.00| 600.00000 600.00 BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE A | | | 0081 706-95432 1.000 EACH | 550.00000 550.00| 510.00000 510.00| 700.00000 700.00 BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE B | | | 0082 706-95433 1.000 EACH | 550.00000 550.00| 510.00000 510.00| 700.00000 700.00 BARRIER X CONCRETE BRIDGE RAILING | | | BRACKET TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 571 -7 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 571 CONTRACT ID : T -31636-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 706-98639 1.000 EACH | 20.00000 20.00| 55.00000 55.00| 100.00000 100.00 BRIDGE RAILING SPLICE BAR, ALUMINUM | | | 0084 711-51823 1.000 EACH | 25.00000 25.00| 18.00000 18.00| 25.00000 25.00 EXPANSION ANCHOR, 0.75 IN. | | | 0085 801-06775 LUMP | 8225.00000 8225.00| 31500.00000 31500.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0086 802-97573 1.000 EACH | 50.00000 50.00| 60.00000 60.00| 200.00000 200.00 ANGLE POST | | | 0087 803-61430 1.000 EACH | 45.00000 45.00| 54.00000 54.00| 200.00000 200.00 BRIDGE BRACKET A, GALVANIZED | | | 0088 803-61440 1.000 EACH | 45.00000 45.00| 54.00000 54.00| 200.00000 200.00 BRIDGE BRACKET B, GALVANIZED | | | SECTION TOTALS | $ 439,859.00| $ 528,819.85| $ 571,054.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 439,859.00| $ 528,819.85| $ 571,054.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 601 -1 VENDOR RANKING CALL ORDER : 601 CONTRACT ID : TM-31711-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : 63 CONTRACT TIME : 01/31/10 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0810265 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1710202 SIGNAL CONSTRUCTION INC $ 446,214.00 100.0000% 2 35-1262778 MIDWESTERN ELECTRIC $ 448,983.00 100.6206% 3 35-0821499 JAMES H DREW CORPORATION $ 742,499.40 166.3998% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 601 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 601 CONTRACT ID : TM-31711-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1710202 |( 2 ) 35-1262778 |( 3 ) 35-0821499 |SIGNAL CONSTRUCTION INC |MIDWESTERN ELECTRIC |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL MAINTENANCE | | | 0001 105-08520 1.000 EACH | 250.00000 250.00| 50.00000 50.00| 400.00000 400.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 11.000 MOS | 125.00000 1375.00| 95.00000 1045.00| 75.00000 825.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 210-08284 1920.000 EACH | 155.00000 297600.00| 150.00000 288000.00| 93.51000 179539.20 EMERGENCY RESPONSE MAINTENANCE OF | | | DIGITAL | | | 0008 210-08284 252.000 EACH | 20.00000 5040.00| 50.00000 12600.00| 93.51000 23564.52 EMERGENCY RESPONSE MAINTENANCE OF | | | FLASHER | | | 0009 702-76240 6.000 CYS | 300.00000 1800.00| 150.00000 900.00| 445.52000 2673.12 CONCRETE | | | 0010 805-01815 2.000 EACH | 2300.00000 4600.00| 1650.00000 3300.00| 1933.27000 3866.54 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0011 805-01816 2.000 EACH | 1200.00000 2400.00| 900.00000 1800.00| 1218.27000 2436.54 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0012 805-01819 100.000 LFT | 12.00000 1200.00| 8.00000 800.00| 15.13000 1513.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | ABOVE GROUND | | | 0013 805-01820 2.000 EACH | 450.00000 900.00| 400.00000 800.00| 225.52000 451.04 SIGNAL STRAIN POLE, STEEL, INSTALL | | | 0014 805-01821 2.000 EACH | 450.00000 900.00| 400.00000 800.00| 225.52000 451.04 SIGNAL CANTILEVER STRUCTURE, INSTALL | | | 0015 805-01824 6.000 EACH | 125.00000 750.00| 75.00000 450.00| 247.52000 1485.12 SPAN, CATENARY, AND TETHER, TIGHTEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 601 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 601 CONTRACT ID : TM-31711-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1710202 |( 2 ) 35-1262778 |( 3 ) 35-0821499 |SIGNAL CONSTRUCTION INC |MIDWESTERN ELECTRIC |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0016 805-01825 4.000 EACH | 80.00000 320.00| 65.00000 260.00| 22.55000 90.20 DISCONNECT HANGER, INSTALL | | | 0017 805-01827 12.000 EACH | 125.00000 1500.00| 100.00000 1200.00| 45.10000 541.20 TRAFFIC SIGNAL HEAD, INSTALL | | | 0018 805-01829 6.000 EACH | 100.00000 600.00| 75.00000 450.00| 56.10000 336.60 SIGN, INSTALL | | | 0019 805-01830 160.000 EACH | 25.00000 4000.00| 90.00000 14400.00| 1256.00000 200960.00 CONFLICT MONITOR CHANGEOUT | | | 0020 805-01835 24.000 EACH | 35.00000 840.00| 25.00000 600.00| 67.10000 1610.40 TRAFFIC SIGNAL HEAD, REPAIR | | | 0021 805-01842 4.000 EACH | 750.00000 3000.00| 650.00000 2600.00| 750.77000 3003.08 HANDHOLE, SIGNAL | | | 0022 805-01843 4.000 EACH | 100.00000 400.00| 100.00000 400.00| 475.77000 1903.08 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0023 805-01844 1500.000 LFT | 14.00000 21000.00| 12.00000 18000.00| 12.87000 19305.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0024 805-02596 2.000 EACH | 100.00000 200.00| 75.00000 150.00| 188.10000 376.20 CONDUIT RISER WITH WEATHERHEAD, STEEL | | | 0025 805-03372 12.000 EACH | 200.00000 2400.00| 150.00000 1800.00| 390.52000 4686.24 TETHER FOR SIGNAL | | | 0026 805-04970 1.000 EACH | 150.00000 150.00| 200.00000 200.00| 308.02000 308.02 FIBER OPTIC BREAKOUT KIT | | | 0027 805-04970 8.000 EACH | 30.00000 240.00| 50.00000 400.00| 36.85000 294.80 FIBER OPTIC ST TERMINATION | | | 0028 805-04977 1.000 EACH | 250.00000 250.00| 150.00000 150.00| 280.52000 280.52 MICROLOOP 1I PROBE, INSTALL | | | 0029 805-05006 500.000 LFT | 2.50000 1250.00| 1.00000 500.00| 3.14000 1570.00 FIBER OPTICS CABLE, FIGURE 8 | | | 0030 805-06891 1.000 EACH | 75.00000 75.00| 50.00000 50.00| 67.10000 67.10 VIDEO CAMERA DETECTOR, INSTALL | | | 0031 805-06892 300.000 LFT | 1.00000 300.00| 0.85000 255.00| 0.78000 234.00 VIDEO SIGNAL CABLE | | | 0032 805-06893 1.000 EACH | 10.00000 10.00| 10.00000 10.00| 28.05000 28.05 VIDEO CABLE CONNECTOR | | | 0033 805-06894 1.000 EACH | 25.00000 25.00| 50.00000 50.00| 44.55000 44.55 VIDEO CABLE JUNCTION BOX, INSTALL | | | 0034 805-06895 1.000 EACH | 100.00000 100.00| 75.00000 75.00| 225.52000 225.52 VIDEO ARM, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 601 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 601 CONTRACT ID : TM-31711-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1710202 |( 2 ) 35-1262778 |( 3 ) 35-0821499 |SIGNAL CONSTRUCTION INC |MIDWESTERN ELECTRIC |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 805-06897 6000.000 LFT | 1.70000 10200.00| 1.25000 7500.00| 0.73000 4380.00 SIGNAL CABLE DETECTOR, LEAD IN | | | 0036 805-06942 1.000 EACH | 150.00000 150.00| 50.00000 50.00| 332.76000 332.76 DOWNGUY | | | 0037 805-06956 1.000 EACH | 100.00000 100.00| 50.00000 50.00| 129.26000 129.26 DOWNGUY ANCHOR, INSTALL | | | 0038 805-08464 2.000 EACH | 2500.00000 5000.00| 2460.00000 4920.00| 3525.52000 7051.04 RADIO, INTERCONNECT | | | 0039 805-78415 2.000 EACH | 1500.00000 3000.00| 1400.00000 2800.00| 1325.52000 2651.04 SPAN, CATENARY, AND TETHER | | | 0040 805-78445 6.000 EACH | 650.00000 3900.00| 550.00000 3300.00| 1540.08000 9240.48 SIGNAL SERVICE | | | 0041 805-78467 250.000 LFT | 1.50000 375.00| 1.80000 450.00| 3.34000 835.00 SIGNAL CABLE, 3C 8GA. | | | 0042 805-78470 6000.000 LFT | 0.15000 900.00| 0.25000 1500.00| 0.67000 4020.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0043 805-78480 1000.000 LFT | 1.00000 1000.00| 0.95000 950.00| 0.67000 670.00 SIGNAL CABLE, 3C 14GA. | | | 0044 805-78485 1000.000 LFT | 1.10000 1100.00| 1.30000 1300.00| 0.89000 890.00 SIGNAL CABLE, 5C 14GA. | | | 0045 805-78490 1000.000 LFT | 1.20000 1200.00| 1.40000 1400.00| 1.11000 1110.00 SIGNAL CABLE, 7C 14GA. | | | 0046 805-78746 200.000 LFT | 10.00000 2000.00| 5.00000 1000.00| 6.66000 1332.00 PREFORMED LOOP DETECTORS | | | 0047 805-78795 4000.000 LFT | 7.00000 28000.00| 8.00000 32000.00| 6.16000 24640.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0048 805-78800 6.000 EACH | 650.00000 3900.00| 700.00000 4200.00| 819.55000 4917.30 SIGNAL DETECTOR HOUSING INSTALL | | | 0049 805-78900 1.000 EACH | 400.00000 400.00| 475.00000 475.00| 503.27000 503.27 PEDESTAL FOUNDATION, A | | | 0050 805-78925 6.000 EACH | 650.00000 3900.00| 540.00000 3240.00| 610.52000 3663.12 CONTROLLER CABINET FOUNDATION, P1 | | | 0051 805-78930 2.000 EACH | 400.00000 800.00| 200.00000 400.00| 555.52000 1111.04 CONTROLLER CABINET FOUNDATION, M | | | 0052 805-87066 5.000 HRS | 50.00000 250.00| 58.00000 290.00| 40.00000 200.00 TRUCK, BOOM | | | 0053 805-87068 8.000 HRS | 30.00000 240.00| 48.00000 384.00| 30.00000 240.00 TRUCK, BUCKET | | | 0054 805-87076 8.000 HRS | 5.00000 40.00| 5.00000 40.00| 5.00000 40.00 TRUCK, PICKUP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/21/09 PAGE : 601 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 601 CONTRACT ID : TM-31711-A COUNTIES : VARIOUS LETTING DATE : 01/14/09 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1710202 |( 2 ) 35-1262778 |( 3 ) 35-0821499 |SIGNAL CONSTRUCTION INC |MIDWESTERN ELECTRIC |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 805-87092 25.000 HRS | 40.00000 1000.00| 63.00000 1575.00| 72.17000 1804.25 LABOR, SKILLED, STRAIGHT TIME | | | 0056 805-87096 25.000 HRS | 30.00000 750.00| 42.00000 1050.00| 47.36000 1184.00 LABOR, UNSKILLED, STRAIGHT TIME | | | 0057 805-91706 2.000 EACH | 100.00000 200.00| 150.00000 300.00| 915.52000 1831.04 ANCHOR BOLT, REPAIR | | | 0058 805-92327 4.000 EACH | 50.00000 200.00| 50.00000 200.00| 90.21000 360.84 SIGNAL PEDESTAL, INSTALL | | | 0059 805-92336 1.000 EACH | 300.00000 300.00| 150.00000 150.00| 225.52000 225.52 SIGNAL POLE, WOOD, INSTALL | | | 0060 805-92951 6.000 EACH | 75.00000 450.00| 210.00000 1260.00| 325.90000 1955.40 SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0061 805-92983 6.000 EACH | 450.00000 2700.00| 550.00000 3300.00| 924.62000 5547.72 TRAFFIC SIGNAL CONTROLLER AND CABINET, | | | INSTALL | | | 0062 805-94636 4.000 EACH | 650.00000 2600.00| 550.00000 2200.00| 390.52000 1562.08 SIGNAL CABINET FOUNDATION EXPANSION | | | 0063 805-94682 160.000 EACH | 80.00000 12800.00| 100.00000 16000.00| 1214.75000 194360.00 LOOP TESTING | | | 0064 805-94683 24.000 EACH | 50.00000 1200.00| 75.00000 1800.00| 247.52000 5940.48 CHECK LOOP SYSTEM | | | 0065 805-94971 2000.000 LFT | 2.00000 4000.00| 1.35000 2700.00| 2.81000 5620.00 FIBER OPTICS CABLE | | | 0066 805-95695 4.000 EACH | 20.00000 80.00| 25.00000 100.00| 269.52000 1078.08 EXPANSION ANCHOR BOLT (PEDESTAL AND | | | CONTROLLER ONLY) | | | SECTION TOTALS | $ 446,214.00| $ 448,983.00| $ 742,499.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 446,214.00| $ 448,983.00| $ 742,499.40 ====================================================================================================================================