INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 899,427.72 ROUTE : SR 61 CALL ORDER : 410 CONTRACT ID : B -26615-A COUNTIES : KNOX LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0242027 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057095 BLANKENBERGER BROTHERS $ 742,528.36 100.0000% 2 35-1801998 CLR, INC. $ 873,089.53 117.5833% 3 35-0626844 RUDOLPH, J.H. & CO $ 940,689.52 126.6873% 4 35-1134435 FOERTSCH CONSTRUCTION $ 965,435.31 130.0199% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 966,329.78 130.1404% 6 35-1878024 RAGLE, INC. $ 979,331.73 131.8914% 7 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,053,190.42 141.8384% 8 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 1,081,492.72 145.6500% ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1801998 |(3) 35-0626844 |BLANKENBERGER BROTHERS |CLR, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 14270.00000 14270.00| 12500.00000 12500.00| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 11.000 MOS | 1100.00000 12100.00| 1220.00000 13420.00| 1900.00000 20900.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 37000.00000 37000.00| 43000.00000 43000.00| 47000.00000 47000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10300.00000 10300.00| 12000.00000 12000.00| 23000.00000 23000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 204.000 m2 | 13.40000 2733.60| 25.00000 5100.00| 16.70000 3406.80 PAVEMENT REMOVAL | | | 0006 202-51330 LUMP| 11400.00000 11400.00| 20000.00000 20000.00| 26000.00000 26000.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 55.000 m3 | 22.50000 1237.50| 65.00000 3575.00| 35.00000 1925.00 EXCAVATION, COMMON | | | 0008 203-02020 100.000 m3 | 28.00000 2800.00| 15.00000 1500.00| 35.00000 3500.00 EXCAVATION, UNCLASSIFIED | | | 0009 203-02070 3167.000 m3 | 13.50000 42754.50| 8.75000 27711.25| 18.00000 57006.00 BORROW | | | 0010 203-51223 1390.000 m3 | 12.00000 16680.00| 5.50000 7645.00| 11.00000 15290.00 EXCAVATION, WATERWAY | | | 0011 205-06937 1626.000 m | 5.50000 8943.00| 4.50000 7317.00| 5.10000 8292.60 TEMPORARY SILT FENCE | | | 0012 206-51215 40.000 m3 | 55.00000 2200.00| 175.00000 7000.00| 245.00000 9800.00 EXCAVATION, X | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 899,427.72 ROUTE : SR 61 CALL ORDER : 410 CONTRACT ID : B -26615-A COUNTIES : KNOX LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1801998 |(3) 35-0626844 |BLANKENBERGER BROTHERS |CLR, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 206-51220 254.000 m3 | 11.00000 2794.00| 15.00000 3810.00| 35.00000 8890.00 EXCAVATION, WET | | | 0014 207-07500 1059.000 m2 | 6.50000 6883.50| 18.00000 19062.00| 19.00000 20121.00 SUBGRADE TREATMENT, TYPE C | | | 0015 211-07454 768.000 m3 | 20.00000 15360.00| 31.75000 24384.00| 33.00000 25344.00 STRUCTURE BACKFILL | | | 0016 302-07455 58.700 m3 | 64.00000 3756.80| 75.00000 4402.50| 110.00000 6457.00 DENSE GRADED SUBBASE | | | 0017 303-01180 1699.500 Mg | 17.50000 29741.25| 20.00000 33990.00| 20.75000 35264.63 COMPACTED AGGREGATE, NO. 53 | | | 0018 306-08033 2571.000 m2 | 3.00000 7713.00| 2.50000 6427.50| 2.30000 5913.30 MILLING, ASPHALT, 25 mm | | | 0019 306-08043 351.000 m2 | 3.00000 1053.00| 3.30000 1158.30| 4.50000 1579.50 MILLING, TRANSITION | | | 0020 402-07433 397.100 Mg | 47.00000 18663.70| 82.00000 32562.20| 47.00000 18663.70 HMA SURFACE, TYPE B | | | 0021 402-07438 472.500 Mg | 43.00000 20317.50| 112.00000 52920.00| 43.00000 20317.50 HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 199.400 Mg | 61.00000 12163.40| 112.00000 22332.80| 61.00000 12163.40 HMA BASE, TYPE B | | | 0023 402-07453 876.400 Mg | 50.00000 43820.00| 80.00000 70112.00| 50.00000 43820.00 HMA FOR TEMPORARY PAVEMENT | | | 0024 406-05520 2.280 Mg | 225.00000 513.00| 200.00000 456.00| 225.00000 513.00 ASPHALT FOR TACK COAT | | | 0025 601-01270 129.540 m | 24.86000 3220.36| 27.00000 3497.58| 25.00000 3238.50 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY PIPE AND APPROACHES | | | 0026 601-01522 4.000 EACH| 1200.00000 4800.00| 1300.00000 5200.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-06854 2.000 EACH| 970.00000 1940.00| 1050.00000 2100.00| 970.00000 1940.00 GUARDRAIL, W-BEAM, NESTED , FOR | | | TEMPORARY PIPE AND APPROACHES | | | 0029 601-94689 4.000 EACH| 2195.00000 8780.00| 2430.00000 9720.00| 2195.00000 8780.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-97080 4.000 EACH| 1350.00000 5400.00| 1475.00000 5900.00| 1350.00000 5400.00 TEMPORARY GUARDRAIL END TREATMENT, OS , | | | FOR TEMPORARY PIPE AND APPROACHES | | | 0031 601-99105 160.020 m | 49.60000 7936.99| 54.00000 8641.08| 49.60000 7936.99 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-06729 2.000 EACH| 34.65000 69.30| 100.00000 200.00| 7.00000 14.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 410 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 899,427.72 ROUTE : SR 61 CALL ORDER : 410 CONTRACT ID : B -26615-A COUNTIES : KNOX LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1801998 |(3) 35-0626844 |BLANKENBERGER BROTHERS |CLR, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 609-06259 398.200 m2 | 64.00000 25484.80| 70.00000 27874.00| 99.00000 39421.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0034 615-06490 16.000 EACH| 95.00000 1520.00| 105.00000 1680.00| 95.00000 1520.00 RIGHT OF WAY MARKER | | | 0035 616-02320 1913.000 m2 | 1.70000 3252.10| 2.25000 4304.25| 2.75000 5260.75 GEOTEXTILES | | | 0036 616-06405 1415.000 Mg | 20.75000 29361.25| 22.50000 31837.50| 30.00000 42450.00 RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH| 660.00000 1320.00| 550.00000 1100.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02363 1960.000 m2 | 0.52000 1019.20| 0.55000 1078.00| 0.55000 1078.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0039 621-02770 880.000 m2 | 1.90000 1672.00| 1.80000 1584.00| 1.90000 1672.00 EROSION CONTROL BLANKET | | | 0040 621-06545 0.830 Mg | 735.00000 610.05| 1000.00000 830.00| 735.00000 610.05 FERTILIZER | | | 0041 621-06548 4.300 kg | 61.00000 262.30| 65.00000 279.50| 61.00000 262.30 SEED MIXTURE, CV | | | 0042 621-06553 175.000 kg | 6.90000 1207.50| 7.00000 1225.00| 7.00000 1225.00 SEED MIXTURE, R | | | 0043 621-06565 4.150 Mg | 440.00000 1826.00| 450.00000 1867.50| 440.00000 1826.00 MULCHING MATERIAL | | | 0044 621-06567 0.600 kL | 1.00000 0.60| 1.00000 0.60| 1.00000 0.60 WATER | | | 0045 621-06574 32.000 m2 | 11.70000 374.40| 50.00000 1600.00| 12.00000 384.00 SODDING | | | 0046 622-52436 4.000 EACH| 30.00000 120.00| 25.00000 100.00| 30.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 200.000 EACH| 6.80000 1360.00| 8.75000 1750.00| 6.80000 1360.00 SEEDLING | | | 0048 622-98200 8.000 EACH| 25.00000 200.00| 25.00000 200.00| 30.00000 240.00 SIGN, DO NOT DISTURB | | | 0049 702-51005 154.400 m3 | 430.00000 66392.00| 400.00000 61760.00| 545.00000 84148.00 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 117.200 m3 | 380.00000 44536.00| 385.00000 45122.00| 350.00000 41020.00 CONCRETE, B, FOOTINGS | | | 0051 703-51030 22812.000 kg | 1.55000 35358.60| 1.70000 38780.40| 1.70000 38780.40 REINFORCING STEEL | | | 0052 703-51032 14253.000 kg | 1.75000 24942.75| 1.95000 27793.35| 1.80000 25655.40 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 410 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 899,427.72 ROUTE : SR 61 CALL ORDER : 410 CONTRACT ID : B -26615-A COUNTIES : KNOX LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1801998 |(3) 35-0626844 |BLANKENBERGER BROTHERS |CLR, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 704-51002 79.100 m3 | 705.00000 55765.50| 700.00000 55370.00| 625.00000 49437.50 CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-05732 4.000 EACH| 1300.00000 5200.00| 1200.00000 4800.00| 1230.00000 4920.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0055 706-51020 4.700 m3 | 598.00000 2810.60| 600.00000 2820.00| 940.00000 4418.00 CONCRETE, C, RAILING | | | 0056 709-51821 LUMP| 1630.00000 1630.00| 1750.00000 1750.00| 1630.00000 1630.00 SURFACE SEAL | | | 0057 713-51334 LUMP| 65300.00000 65300.00| 75000.00000 75000.00| 120000.00000 120000.00 TEMPORARY PIPE AND APPROACHES | | | 0058 801-04308 2.000 EACH| 295.00000 590.00| 325.00000 650.00| 295.00000 590.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06203 3092.000 m | 0.79000 2442.68| 0.87000 2690.04| 0.80000 2473.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0060 801-06640 18.000 EACH| 100.00000 1800.00| 108.00000 1944.00| 100.00000 1800.00 CONSTRUCTION SIGN, A | | | 0061 801-06645 12.000 EACH| 50.00000 600.00| 54.00000 648.00| 50.00000 600.00 CONSTRUCTION SIGN, B | | | 0062 801-07118 25.200 m | 63.50000 1600.20| 69.00000 1738.80| 63.50000 1600.20 BARRICADE, III-A | | | 0063 804-06740 106.000 EACH| 21.00000 2226.00| 22.00000 2332.00| 21.00000 2226.00 DELINEATOR WITH POST, D2 | | | 0064 808-06713 946.200 m | 0.79000 747.50| 0.87000 823.19| 0.79000 747.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06714 946.200 m | 0.80000 756.96| 0.87000 823.19| 0.79000 747.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0066 808-06716 370.000 m | 2.50000 925.00| 2.70000 999.00| 2.50000 925.00 LINE, REMOVE | | | 0067 808-75996 29.000 EACH| 7.93000 229.97| 14.00000 406.00| 7.00000 203.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 29.000 EACH| 60.00000 1740.00| 65.00000 1885.00| 60.00000 1740.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 742,528.36| $ 873,089.53| $ 940,689.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 742,528.36| $ 873,089.53| $ 940,689.52 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 410 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 899,427.72 ROUTE : SR 61 CALL ORDER : 410 CONTRACT ID : B -26615-A COUNTIES : KNOX LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-2040801 |(6) 35-1878024 |FOERTSCH CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I|RAGLE, 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| 29000.00000 29000.00| 20000.00000 20000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 11.000 MOS | 1800.00000 19800.00| 1750.00000 19250.00| 1000.00000 11000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 49000.00000 49000.00| 48000.00000 48000.00| 49000.00000 49000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12500.00000 12500.00| 19500.00000 19500.00| 35000.00000 35000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 204.000 m2 | 6.00000 1224.00| 16.00000 3264.00| 12.00000 2448.00 PAVEMENT REMOVAL | | | 0006 202-51330 LUMP| 56000.00000 56000.00| 15000.00000 15000.00| 65000.00000 65000.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 55.000 m3 | 10.00000 550.00| 36.00000 1980.00| 20.00000 1100.00 EXCAVATION, COMMON | | | 0008 203-02020 100.000 m3 | 20.00000 2000.00| 31.00000 3100.00| 20.00000 2000.00 EXCAVATION, UNCLASSIFIED | | | 0009 203-02070 3167.000 m3 | 8.75000 27711.25| 19.00000 60173.00| 13.00000 41171.00 BORROW | | | 0010 203-51223 1390.000 m3 | 8.50000 11815.00| 12.00000 16680.00| 10.00000 13900.00 EXCAVATION, WATERWAY | | | 0011 205-06937 1626.000 m | 5.90000 9593.40| 5.50000 8943.00| 3.00000 4878.00 TEMPORARY SILT FENCE | | | 0012 206-51215 40.000 m3 | 94.00000 3760.00| 90.00000 3600.00| 200.00000 8000.00 EXCAVATION, X | | | 0013 206-51220 254.000 m3 | 30.00000 7620.00| 15.00000 3810.00| 35.00000 8890.00 EXCAVATION, WET | | | 0014 207-07500 1059.000 m2 | 6.30000 6671.70| 19.00000 20121.00| 4.00000 4236.00 SUBGRADE TREATMENT, TYPE C | | | 0015 211-07454 768.000 m3 | 36.50000 28032.00| 50.00000 38400.00| 25.00000 19200.00 STRUCTURE BACKFILL | | | 0016 302-07455 58.700 m3 | 45.00000 2641.50| 60.00000 3522.00| 55.00000 3228.50 DENSE GRADED SUBBASE | | | 0017 303-01180 1699.500 Mg | 21.17000 35978.42| 16.00000 27192.00| 20.00000 33990.00 COMPACTED AGGREGATE, NO. 53 | | | 0018 306-08033 2571.000 m2 | 5.00000 12855.00| 5.00000 12855.00| 2.50000 6427.50 MILLING, ASPHALT, 25 mm | | | 0019 306-08043 351.000 m2 | 7.50000 2632.50| 8.00000 2808.00| 3.50000 1228.50 MILLING, TRANSITION | | | 0020 402-07433 397.100 Mg | 47.94000 19036.97| 80.00000 31768.00| 47.00000 18663.70 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 410 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 899,427.72 ROUTE : SR 61 CALL ORDER : 410 CONTRACT ID : B -26615-A COUNTIES : KNOX LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-2040801 |(6) 35-1878024 |FOERTSCH CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07438 472.500 Mg | 43.86000 20723.85| 67.00000 31657.50| 43.00000 20317.50 HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 199.400 Mg | 62.22000 12406.67| 60.00000 11964.00| 61.00000 12163.40 HMA BASE, TYPE B | | | 0023 402-07453 876.400 Mg | 51.00000 44696.40| 58.00000 50831.20| 50.00000 43820.00 HMA FOR TEMPORARY PAVEMENT | | | 0024 406-05520 2.280 Mg | 225.00000 513.00| 200.00000 456.00| 225.00000 513.00 ASPHALT FOR TACK COAT | | | 0025 601-01270 129.540 m | 24.86000 3220.36| 25.00000 3238.50| 24.86000 3220.36 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY PIPE AND APPROACHES | | | 0026 601-01522 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-06854 2.000 EACH| 970.00000 1940.00| 1000.00000 2000.00| 970.00000 1940.00 GUARDRAIL, W-BEAM, NESTED , FOR | | | TEMPORARY PIPE AND APPROACHES | | | 0029 601-94689 4.000 EACH| 2195.00000 8780.00| 2250.00000 9000.00| 2195.00000 8780.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-97080 4.000 EACH| 1350.00000 5400.00| 1400.00000 5600.00| 1350.00000 5400.00 TEMPORARY GUARDRAIL END TREATMENT, OS , | | | FOR TEMPORARY PIPE AND APPROACHES | | | 0031 601-99105 160.020 m | 49.60000 7936.99| 52.00000 8321.04| 49.60000 7936.99 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-06729 2.000 EACH| 7.14000 14.28| 8.00000 16.00| 6.00000 12.00 BARRIER DELINEATOR | | | 0033 609-06259 398.200 m2 | 74.50000 29665.90| 65.00000 25883.00| 55.00000 21901.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0034 615-06490 16.000 EACH| 95.00000 1520.00| 105.00000 1680.00| 95.00000 1520.00 RIGHT OF WAY MARKER | | | 0035 616-02320 1913.000 m2 | 1.96000 3749.48| 2.50000 4782.50| 1.80000 3443.40 GEOTEXTILES | | | 0036 616-06405 1415.000 Mg | 18.00000 25470.00| 32.00000 45280.00| 22.00000 31130.00 RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH| 510.00000 1020.00| 700.00000 1400.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02363 1960.000 m2 | 0.51000 999.60| 0.55000 1078.00| 0.52000 1019.20 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0039 621-02770 880.000 m2 | 1.75000 1540.00| 2.00000 1760.00| 1.90000 1672.00 EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 410 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 899,427.72 ROUTE : SR 61 CALL ORDER : 410 CONTRACT ID : B -26615-A COUNTIES : KNOX LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-2040801 |(6) 35-1878024 |FOERTSCH CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06545 0.830 Mg | 612.00000 507.96| 740.00000 614.20| 735.00000 610.05 FERTILIZER | | | 0041 621-06548 4.300 kg | 61.20000 263.16| 63.00000 270.90| 61.00000 262.30 SEED MIXTURE, CV | | | 0042 621-06553 175.000 kg | 6.63000 1160.25| 7.00000 1225.00| 6.90000 1207.50 SEED MIXTURE, R | | | 0043 621-06565 4.150 Mg | 433.50000 1799.03| 450.00000 1867.50| 440.00000 1826.00 MULCHING MATERIAL | | | 0044 621-06567 0.600 kL | 1.00000 0.60| 1.00000 0.60| 1.00000 0.60 WATER | | | 0045 621-06574 32.000 m2 | 10.00000 320.00| 12.00000 384.00| 11.70000 374.40 SODDING | | | 0046 622-52436 4.000 EACH| 25.00000 100.00| 33.00000 132.00| 30.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 200.000 EACH| 8.16000 1632.00| 7.00000 1400.00| 6.80000 1360.00 SEEDLING | | | 0048 622-98200 8.000 EACH| 25.00000 200.00| 27.00000 216.00| 30.00000 240.00 SIGN, DO NOT DISTURB | | | 0049 702-51005 154.400 m3 | 510.00000 78744.00| 550.00000 84920.00| 750.00000 115800.00 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 117.200 m3 | 490.00000 57428.00| 350.00000 41020.00| 500.00000 58600.00 CONCRETE, B, FOOTINGS | | | 0051 703-51030 22812.000 kg | 1.75000 39921.00| 1.85000 42202.20| 1.60000 36499.20 REINFORCING STEEL | | | 0052 703-51032 14253.000 kg | 1.86000 26510.58| 2.10000 29931.30| 1.75000 24942.75 REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 79.100 m3 | 750.00000 59325.00| 600.00000 47460.00| 700.00000 55370.00 CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-05732 4.000 EACH| 1224.00000 4896.00| 1400.00000 5600.00| 900.00000 3600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0055 706-51020 4.700 m3 | 801.72000 3768.08| 550.00000 2585.00| 650.00000 3055.00 CONCRETE, C, RAILING | | | 0056 709-51821 LUMP| 1734.00000 1734.00| 1600.00000 1600.00| 1630.00000 1630.00 SURFACE SEAL | | | 0057 713-51334 LUMP| 160000.00000 160000.00| 120000.00000 120000.00| 150000.00000 150000.00 TEMPORARY PIPE AND APPROACHES | | | 0058 801-04308 2.000 EACH| 295.00000 590.00| 310.00000 620.00| 295.00000 590.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06203 3092.000 m | 0.79000 2442.68| 0.85000 2628.20| 0.79000 2442.68 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0060 801-06640 18.000 EACH| 100.00000 1800.00| 105.00000 1890.00| 100.00000 1800.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 410 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 899,427.72 ROUTE : SR 61 CALL ORDER : 410 CONTRACT ID : B -26615-A COUNTIES : KNOX LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-2040801 |(6) 35-1878024 |FOERTSCH CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06645 12.000 EACH| 50.00000 600.00| 60.00000 720.00| 50.00000 600.00 CONSTRUCTION SIGN, B | | | 0062 801-07118 25.200 m | 63.50000 1600.20| 68.00000 1713.60| 63.50000 1600.20 BARRICADE, III-A | | | 0063 804-06740 106.000 EACH| 21.00000 2226.00| 23.00000 2438.00| 21.00000 2226.00 DELINEATOR WITH POST, D2 | | | 0064 808-06713 946.200 m | 0.79000 747.50| 0.85000 804.27| 0.79000 747.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06714 946.200 m | 0.79000 747.50| 0.85000 804.27| 0.79000 747.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0066 808-06716 370.000 m | 2.55000 943.50| 2.60000 962.00| 2.50000 925.00 LINE, REMOVE | | | 0067 808-75996 29.000 EACH| 30.00000 870.00| 20.00000 580.00| 5.00000 145.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 29.000 EACH| 60.00000 1740.00| 63.00000 1827.00| 60.00000 1740.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 965,435.31| $ 966,329.78| $ 979,331.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 965,435.31| $ 966,329.78| $ 979,331.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 410 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 899,427.72 ROUTE : SR 61 CALL ORDER : 410 CONTRACT ID : B -26615-A COUNTIES : KNOX LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 |(8) 05-0558668 | |DEIG BROTHERS LUMBER & CONST|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 17000.00000 17000.00| 29282.70000 29282.70| CONSTRUCTION ENGINEERING | | | 0002 105-07039 11.000 MOS | 2175.00000 23925.00| 1286.71000 14153.81| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 52000.00000 52000.00| 54074.64540 54074.64| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15500.00000 15500.00| 39597.77000 39597.77| CLEARING RIGHT OF WAY | | | 0005 202-02240 204.000 m2 | 12.80000 2611.20| 16.69000 3404.76| PAVEMENT REMOVAL | | | 0006 202-51330 LUMP| 19775.00000 19775.00| 61388.55000 61388.55| PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 55.000 m3 | 18.50000 1017.50| 62.81000 3454.55| EXCAVATION, COMMON | | | 0008 203-02020 100.000 m3 | 28.00000 2800.00| 44.80000 4480.00| EXCAVATION, UNCLASSIFIED | | | 0009 203-02070 3167.000 m3 | 16.70000 52888.90| 15.60000 49405.20| BORROW | | | 0010 203-51223 1390.000 m3 | 9.30000 12927.00| 18.14000 25214.60| EXCAVATION, WATERWAY | | | 0011 205-06937 1626.000 m | 6.70000 10894.20| 8.41000 13674.66| TEMPORARY SILT FENCE | | | 0012 206-51215 40.000 m3 | 47.00000 1880.00| 158.57000 6342.80| EXCAVATION, X | | | 0013 206-51220 254.000 m3 | 11.50000 2921.00| 35.27000 8958.58| EXCAVATION, WET | | | 0014 207-07500 1059.000 m2 | 11.35000 12019.65| 10.61000 11235.99| SUBGRADE TREATMENT, TYPE C | | | 0015 211-07454 768.000 m3 | 31.70000 24345.60| 24.11000 18516.48| STRUCTURE BACKFILL | | | 0016 302-07455 58.700 m3 | 23.40000 1373.58| 63.92000 3752.10| DENSE GRADED SUBBASE | | | 0017 303-01180 1699.500 Mg | 22.40000 38068.80| 15.17000 25781.42| COMPACTED AGGREGATE, NO. 53 | | | 0018 306-08033 2571.000 m2 | 4.10000 10541.10| 4.07000 10463.97| MILLING, ASPHALT, 25 mm | | | 0019 306-08043 351.000 m2 | 4.10000 1439.10| 2.04000 716.04| MILLING, TRANSITION | | | 0020 402-07433 397.100 Mg | 79.50000 31569.45| 52.85000 20986.74| HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 410 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 899,427.72 ROUTE : SR 61 CALL ORDER : 410 CONTRACT ID : B -26615-A COUNTIES : KNOX LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 |(8) 05-0558668 | |DEIG BROTHERS LUMBER & CONST|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07438 472.500 Mg | 111.50000 52683.75| 48.36000 22850.10| HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 199.400 Mg | 112.50000 22432.50| 68.60000 13678.84| HMA BASE, TYPE B | | | 0023 402-07453 876.400 Mg | 85.50000 74932.20| 56.23000 49279.97| HMA FOR TEMPORARY PAVEMENT | | | 0024 406-05520 2.280 Mg | 290.00000 661.20| 253.03000 576.91| ASPHALT FOR TACK COAT | | | 0025 601-01270 129.540 m | 26.40000 3419.86| 16.13000 2089.48| GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY PIPE AND APPROACHES | | | 0026 601-01522 4.000 EACH| 1260.00000 5040.00| 1668.47000 6673.88| GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-06854 2.000 EACH| 1070.00000 2140.00| 2669.55000 5339.10| GUARDRAIL, W-BEAM, NESTED , FOR | | | TEMPORARY PIPE AND APPROACHES | | | 0029 601-94689 4.000 EACH| 2320.00000 9280.00| 2363.66000 9454.64| GUARDRAIL END TREATMENT, OS | | | 0030 601-97080 4.000 EACH| 1430.00000 5720.00| 2663.99000 10655.96| TEMPORARY GUARDRAIL END TREATMENT, OS , | | | FOR TEMPORARY PIPE AND APPROACHES | | | 0031 601-99105 160.020 m | 52.60000 8417.05| 48.05000 7688.96| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-06729 2.000 EACH| 8.50000 17.00| 7.79000 15.58| BARRIER DELINEATOR | | | 0033 609-06259 398.200 m2 | 73.00000 29068.60| 59.04000 23509.73| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0034 615-06490 16.000 EACH| 127.00000 2032.00| 122.35000 1957.60| RIGHT OF WAY MARKER | | | 0035 616-02320 1913.000 m2 | 2.05000 3921.65| 2.28000 4361.64| GEOTEXTILES | | | 0036 616-06405 1415.000 Mg | 34.65000 49029.75| 14.89000 21069.35| RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH| 550.00000 1100.00| 1112.31000 2224.62| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02363 1960.000 m2 | 0.55000 1078.00| 0.69000 1352.40| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0039 621-02770 880.000 m2 | 1.80000 1584.00| 2.04000 1795.20| EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 410 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 899,427.72 ROUTE : SR 61 CALL ORDER : 410 CONTRACT ID : B -26615-A COUNTIES : KNOX LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 |(8) 05-0558668 | |DEIG BROTHERS LUMBER & CONST|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06545 0.830 Mg | 600.00000 498.00| 450.49000 373.91| FERTILIZER | | | 0041 621-06548 4.300 kg | 65.00000 279.50| 85.93000 369.50| SEED MIXTURE, CV | | | 0042 621-06553 175.000 kg | 6.90000 1207.50| 8.12000 1421.00| SEED MIXTURE, R | | | 0043 621-06565 4.150 Mg | 440.00000 1826.00| 593.97000 2464.98| MULCHING MATERIAL | | | 0044 621-06567 0.600 kL | 1.00000 0.60| 0.60000 0.36| WATER | | | 0045 621-06574 32.000 m2 | 41.00000 1312.00| 83.42000 2669.44| SODDING | | | 0046 622-52436 4.000 EACH| 27.00000 108.00| 33.37000 133.48| SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 200.000 EACH| 8.50000 1700.00| 10.01000 2002.00| SEEDLING | | | 0048 622-98200 8.000 EACH| 27.00000 216.00| 33.37000 266.96| SIGN, DO NOT DISTURB | | | 0049 702-51005 154.400 m3 | 612.00000 94492.80| 579.37000 89454.73| CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 117.200 m3 | 558.00000 65397.60| 298.02000 34927.94| CONCRETE, B, FOOTINGS | | | 0051 703-51030 22812.000 kg | 1.82000 41517.84| 1.99000 45395.88| REINFORCING STEEL | | | 0052 703-51032 14253.000 kg | 1.94000 27650.82| 2.10000 29931.30| REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 79.100 m3 | 656.00000 51889.60| 589.47000 46627.08| CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-05732 4.000 EACH| 1575.00000 6300.00| 1295.04000 5180.16| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0055 706-51020 4.700 m3 | 510.00000 2397.00| 577.41000 2713.83| CONCRETE, C, RAILING | | | 0056 709-51821 LUMP| 1790.00000 1790.00| 1813.07000 1813.07| SURFACE SEAL | | | 0057 713-51334 LUMP| 132000.00000 132000.00| 205130.76000 205130.76| TEMPORARY PIPE AND APPROACHES | | | 0058 801-04308 2.000 EACH| 335.00000 670.00| 417.12000 834.24| ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06203 3092.000 m | 0.80000 2473.60| 2.96000 9152.32| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0060 801-06640 18.000 EACH| 105.00000 1890.00| 177.97000 3203.46| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 410 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 899,427.72 ROUTE : SR 61 CALL ORDER : 410 CONTRACT ID : B -26615-A COUNTIES : KNOX LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 |(8) 05-0558668 | |DEIG BROTHERS LUMBER & CONST|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06645 12.000 EACH| 55.00000 660.00| 94.55000 1134.60| CONSTRUCTION SIGN, B | | | 0062 801-07118 25.200 m | 65.00000 1638.00| 42.27000 1065.20| BARRICADE, III-A | | | 0063 804-06740 106.000 EACH| 23.00000 2438.00| 21.58000 2287.48| DELINEATOR WITH POST, D2 | | | 0064 808-06713 946.200 m | 0.80000 756.96| 0.50000 473.10| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06714 946.200 m | 0.80000 756.96| 0.50000 473.10| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0066 808-06716 370.000 m | 2.80000 1036.00| 2.06000 762.20| LINE, REMOVE | | | 0067 808-75996 29.000 EACH| 13.00000 377.00| 9.36000 271.44| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 29.000 EACH| 64.00000 1856.00| 51.72000 1499.88| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,053,190.42| $ 1,081,492.72| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,053,190.42| $ 1,081,492.72| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 416 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 14 CALL ORDER : 416 CONTRACT ID : B -27172-C COUNTIES : JASPER LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/26/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 449,952.35 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 464,401.80 103.2113% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 650,060.52 ROUTE : CO RD 400 W CALL ORDER : 420 CONTRACT ID : B -27261-A COUNTIES : LAPORTE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/15/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9946065 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 579,205.81 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 770,711.50 133.0634% 3 35-1489621 HRP CONSTRUCTION, INC. $ 779,436.06 134.5697% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1386990 |(3) 35-1489621 |KANKAKEE VALLEY CONSTRUCTION|ISOM, JACK CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 9000.00000 9000.00| 7500.00000 7500.00| 9500.00000 9500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2500.00000 15000.00| 2900.00000 17400.00| 2600.00000 15600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 28000.00000 28000.00| 40000.00000 40000.00| 38800.00000 38800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 203-02000 1168.000 m3 | 8.00000 9344.00| 15.00000 17520.00| 8.00000 9344.00 EXCAVATION, COMMON | | | 0005 203-02070 3144.000 m3 | 13.00000 40872.00| 19.00000 59736.00| 6.00000 18864.00 BORROW | | | 0006 203-51223 1040.000 m3 | 13.00000 13520.00| 17.00000 17680.00| 6.00000 6240.00 EXCAVATION, WATERWAY | | | 0007 205-06932 15.000 m | 44.00000 660.00| 100.00000 1500.00| 44.00000 660.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06936 17.000 Mg | 30.00000 510.00| 125.00000 2125.00| 42.00000 714.00 TEMPORARY SEDIMENT TRAP | | | 0009 205-06937 253.000 m | 6.08000 1538.24| 7.00000 1771.00| 6.08000 1538.24 TEMPORARY SILT FENCE | | | 0010 206-51225 727.000 m3 | 10.00000 7270.00| 13.00000 9451.00| 8.00000 5816.00 EXCAVATION, DRY | | | 0011 207-07503 958.000 m2 | 1.25000 1197.50| 9.00000 8622.00| 3.00000 2874.00 SUBGRADE TREATMENT, TYPE E | | | 0012 211-07454 1003.000 m3 | 30.00000 30090.00| 40.00000 40120.00| 6.00000 6018.00 STRUCTURE BACKFILL | | | 0013 301-07448 1680.000 Mg | 16.00000 26880.00| 19.00000 31920.00| 22.00000 36960.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 306-08043 420.000 m2 | 4.50000 1890.00| 6.00000 2520.00| 5.00000 2100.00 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 650,060.52 ROUTE : CO RD 400 W CALL ORDER : 420 CONTRACT ID : B -27261-A COUNTIES : LAPORTE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1386990 |(3) 35-1489621 |KANKAKEE VALLEY CONSTRUCTION|ISOM, JACK CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-07432 264.000 Mg | 60.00000 15840.00| 75.00000 19800.00| 60.00000 15840.00 HMA SURFACE, TYPE A | | | 0016 402-07435 449.000 Mg | 54.75000 24582.75| 63.00000 28287.00| 54.75000 24582.75 HMA INTERMEDIATE, TYPE A | | | 0017 402-07440 456.000 Mg | 53.00000 24168.00| 62.00000 28272.00| 53.00000 24168.00 HMA BASE, TYPE A | | | 0018 405-05518 3040.000 m2 | 0.01000 30.40| 0.10000 304.00| 0.01000 30.40 ASPHALT FOR PRIME COAT | | | 0019 406-05521 6525.000 m2 | 0.50000 3262.50| 0.85000 5546.25| 0.50000 3262.50 ASPHALT FOR TACK COAT | | | 0020 601-01839 1.000 EACH| 1750.00000 1750.00| 2000.00000 2000.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0021 601-02636 60.960 m | 95.00000 5791.20| 110.00000 6705.60| 95.00000 5791.20 GUARDRAIL, W BEAM, NESTED | | | 0022 601-06037 3.000 EACH| 750.00000 2250.00| 910.00000 2730.00| 750.00000 2250.00 GUARDRAIL END TREATMENT, I | | | 0023 601-06946 6.000 EACH| 250.00000 1500.00| 315.00000 1890.00| 250.00000 1500.00 GUARDRAIL POST, NESTED, MODIFIED | | | 0024 601-99105 360.045 m | 44.00000 15841.98| 50.00000 18002.25| 44.00000 15841.98 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 610-05527 62.000 Mg | 70.00000 4340.00| 85.00000 5270.00| 70.00000 4340.00 HMA FOR APPROACHES | | | 0026 611-95023 1.000 EACH| 100.00000 100.00| 200.00000 200.00| 250.00000 250.00 MAILBOX ASSEMBLY, RESET | | | 0027 615-06535 1.000 EACH| 100.00000 100.00| 850.00000 850.00| 930.00000 930.00 BENCH MARK POST, RESET | | | 0028 616-02320 433.000 m2 | 2.00000 866.00| 4.25000 1840.25| 3.00000 1299.00 GEOTEXTILES | | | 0029 616-06405 626.000 Mg | 25.00000 15650.00| 22.00000 13772.00| 30.00000 18780.00 RIPRAP, REVETMENT | | | 0030 621-01004 1.000 EACH| 450.00000 450.00| 1000.00000 1000.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-02770 2205.000 m2 | 2.92000 6438.60| 6.00000 13230.00| 2.92000 6438.60 EROSION CONTROL BLANKET | | | 0032 621-06548 2.900 kg | 55.00000 159.50| 75.00000 217.50| 55.00000 159.50 SEED MIXTURE, CV | | | 0033 621-06559 3469.000 m2 | 0.48000 1665.12| 2.00000 6938.00| 0.48000 1665.12 MULCHED SEEDING, R | | | 0034 621-06567 13.000 kL | 2.00000 26.00| 1.00000 13.00| 2.00000 26.00 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 650,060.52 ROUTE : CO RD 400 W CALL ORDER : 420 CONTRACT ID : B -27261-A COUNTIES : LAPORTE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1386990 |(3) 35-1489621 |KANKAKEE VALLEY CONSTRUCTION|ISOM, JACK CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06574 705.000 m2 | 5.60000 3948.00| 6.50000 4582.50| 5.60000 3948.00 SODDING | | | 0036 715-04855 1.000 EACH| 800.00000 800.00| 925.00000 925.00| 950.00000 950.00 PIPE END SECTION, 1050 mm | | | 0037 715-05119 16.000 m | 75.00000 1200.00| 30.00000 480.00| 75.00000 1200.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0038 715-05121 21.000 m | 85.00000 1785.00| 35.00000 735.00| 85.00000 1785.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0039 715-05127 11.000 m | 150.00000 1650.00| 110.00000 1210.00| 220.00000 2420.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0040 715-46005 2.000 EACH| 225.00000 450.00| 195.00000 390.00| 300.00000 600.00 PIPE END SECTION, 375 mm | | | 0041 715-46010 1.000 EACH| 250.00000 250.00| 215.00000 215.00| 400.00000 400.00 PIPE END SECTION, 450 mm | | | 0042 721-43010 1.000 EACH| 800.00000 800.00| 875.00000 875.00| 2600.00000 2600.00 AUTOMATIC DRAINAGE GATE, 450 mm | | | 0043 721-43040 1.000 EACH| 2000.00000 2000.00| 1850.00000 1850.00| 5600.00000 5600.00 AUTOMATIC DRAINAGE GATE, 1050 mm | | | 0044 723-06660 114.700 m2 | 428.00000 49091.60| 780.00000 89466.00| 2000.00000 229400.00 WINGWALL | | | 0045 723-06968 29.261 m | 6800.00000 198974.80| 8323.00000 243539.30| 8150.00000 238477.15 STRUCTURE, PRECAST THREE-SIDED, 7310 mm | | | X 3100 mm | | | 0046 801-04308 3.000 EACH| 195.00000 585.00| 350.00000 1050.00| 195.00000 585.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06625 20.000 EACH| 70.00000 1400.00| 125.00000 2500.00| 70.00000 1400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 20.000 EACH| 85.00000 1700.00| 130.00000 2600.00| 85.00000 1700.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 1.000 EACH| 50.00000 50.00| 80.00000 80.00| 50.00000 50.00 CONSTRUCTION SIGN, B | | | 0050 801-07118 43.200 m | 29.00000 1252.80| 40.00000 1728.00| 29.00000 1252.80 BARRICADE, III-A | | | 0051 801-07119 28.800 m | 32.50000 936.00| 38.00000 1094.40| 32.50000 936.00 BARRICADE, III-B | | | 0052 802-91122 1.000 EACH| 135.00000 135.00| 300.00000 300.00| 135.00000 135.00 SIGN, GROUND MOUNTED, RESET | | | 0053 808-06713 949.000 m | 0.82000 778.18| 0.95000 901.55| 0.82000 778.18 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0054 808-06714 902.000 m | 0.82000 739.64| 0.95000 856.90| 0.82000 739.64 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 650,060.52 ROUTE : CO RD 400 W CALL ORDER : 420 CONTRACT ID : B -27261-A COUNTIES : LAPORTE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1386990 |(3) 35-1489621 |KANKAKEE VALLEY CONSTRUCTION|ISOM, JACK CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 808-75067 12.000 m | 8.00000 96.00| 50.00000 600.00| 8.00000 96.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | SECTION TOTALS | $ 579,205.81| $ 770,711.50| $ 779,436.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 579,205.81| $ 770,711.50| $ 779,436.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 422 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 557,932.35 ROUTE : US 231 CALL ORDER : 422 CONTRACT ID : B -27369-A COUNTIES : MONTGOMERY LETTING DATE : 07/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0813017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 536,854.89 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 577,422.81 107.5565% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 651,945.69 121.4379% 4 35-1386990 ISOM, JACK CONSTRUCTION CO $ 704,664.79 131.2579% ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1917625 |(3) 35-1618530 |HENDERSON, H.E., INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP| 13412.00000 13412.00| 10000.00000 10000.00| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1740.02000 17400.20| 1800.00000 18000.00| 1500.00000 15000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 70135.52000 70135.52| 28800.00000 28800.00| 32500.00000 32500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5990.40000 5990.40| 11500.00000 11500.00| 13000.00000 13000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 252.000 m2 | 6.39000 1610.28| 14.00000 3528.00| 25.00000 6300.00 PAVEMENT REMOVAL | | | 0006 202-02241 178.000 m | 18.22000 3243.16| 16.60000 2954.80| 18.00000 3204.00 GUARDRAIL, REMOVE | | | 0007 202-02271 2.000 EACH| 118.60000 237.20| 250.00000 500.00| 250.00000 500.00 HEADWALL, REMOVE | | | 0008 202-74035 3.000 EACH| 26.08000 78.24| 21.00000 63.00| 22.00000 66.00 SIGN, REMOVE | | | 0009 202-94747 1.000 EACH| 34.31000 34.31| 42.00000 42.00| 44.00000 44.00 POST, REMOVE | | | 0010 202-96133 21.000 m | 25.37000 532.77| 22.00000 462.00| 30.00000 630.00 PIPE, REMOVE | | | 0011 203-02000 1320.000 m3 | 8.64000 11404.80| 25.00000 33000.00| 25.00000 33000.00 EXCAVATION, COMMON | | | 0013 205-06932 36.000 m | 38.59000 1389.24| 38.00000 1368.00| 40.00000 1440.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06936 72.000 Mg | 56.79000 4088.88| 33.00000 2376.00| 35.00000 2520.00 TEMPORARY SEDIMENT TRAP | | | 0015 207-07500 1593.000 m2 | 13.16000 20963.88| 17.00000 27081.00| 20.00000 31860.00 SUBGRADE TREATMENT, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 422 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 557,932.35 ROUTE : US 231 CALL ORDER : 422 CONTRACT ID : B -27369-A COUNTIES : MONTGOMERY LETTING DATE : 07/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1917625 |(3) 35-1618530 |HENDERSON, H.E., INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 211-07454 57.000 m3 | 37.59000 2142.63| 43.00000 2451.00| 50.00000 2850.00 STRUCTURE BACKFILL | | | 0017 213-08058 230.000 m3 | 76.07000 17496.10| 80.00000 18400.00| 200.00000 46000.00 FLOWABLE BACKFILL | | | 0018 301-07448 936.000 Mg | 24.67000 23091.12| 22.00000 20592.00| 22.00000 20592.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 306-08036 1476.000 m2 | 4.17000 6154.92| 4.50000 6642.00| 9.00000 13284.00 MILLING, ASPHALT, 50 mm | | | 0020 402-07433 276.000 Mg | 68.46000 18894.96| 75.00000 20700.00| 66.00000 18216.00 HMA SURFACE, TYPE B | | | 0021 402-07438 123.000 Mg | 100.25000 12330.75| 88.50000 10885.50| 100.00000 12300.00 HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 508.000 Mg | 77.85000 39547.80| 77.25000 39243.00| 75.00000 38100.00 HMA BASE, TYPE B | | | 0023 405-05518 1629.000 m2 | 1.28000 2085.12| 2.00000 3258.00| 1.30000 2117.70 ASPHALT FOR PRIME COAT | | | 0024 406-05521 3499.000 m2 | 0.16000 559.84| 1.00000 3499.00| 0.20000 699.80 ASPHALT FOR TACK COAT | | | 0025 601-06854 2.000 EACH| 2336.25000 4672.50| 2350.00000 4700.00| 2500.00000 5000.00 GUARDRAIL, W-BEAM, NESTED | | | 0026 601-07023 1.000 EACH| 7560.00000 7560.00| 5750.00000 5750.00| 5000.00000 5000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0027 601-94689 4.000 EACH| 2126.25000 8505.00| 2300.00000 9200.00| 2250.00000 9000.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 106.680 m | 33.08000 3528.97| 49.00000 5227.32| 33.00000 3520.44 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 610-07486 36.000 Mg | 194.64000 7007.04| 115.00000 4140.00| 175.00000 6300.00 HMA FOR APPROACHES, TYPE A | | | 0030 611-06497 1.000 EACH| 183.75000 183.75| 115.00000 115.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 14.000 EACH| 113.40000 1587.60| 109.00000 1526.00| 110.00000 1540.00 RIGHT OF WAY MARKER | | | 0032 615-06505 2.000 EACH| 509.25000 1018.50| 530.00000 1060.00| 525.00000 1050.00 MONUMENT, B | | | 0033 616-02320 491.000 m2 | 2.42000 1188.22| 1.00000 491.00| 5.00000 2455.00 GEOTEXTILES | | | 0034 616-05688 378.000 Mg | 27.93000 10557.54| 35.00000 13230.00| 35.00000 13230.00 RIPRAP, CLASS 1 | | | 0035 621-01004 2.000 EACH| 551.25000 1102.50| 540.00000 1080.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 422 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 557,932.35 ROUTE : US 231 CALL ORDER : 422 CONTRACT ID : B -27369-A COUNTIES : MONTGOMERY LETTING DATE : 07/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1917625 |(3) 35-1618530 |HENDERSON, H.E., INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06545 0.430 Mg | 635.25000 273.16| 630.00000 270.90| 650.00000 279.50 FERTILIZER | | | 0037 621-06553 73.000 kg | 6.69000 488.37| 6.60000 481.80| 7.00000 511.00 SEED MIXTURE, R | | | 0038 621-06557 35.000 kg | 17.85000 624.75| 18.00000 630.00| 20.00000 700.00 SEED MIXTURE, T | | | 0039 621-06565 4.000 Mg | 485.10000 1940.40| 480.00000 1920.00| 500.00000 2000.00 MULCHING MATERIAL | | | 0040 621-06567 25.000 kL | 2.63000 65.75| 2.60000 65.00| 1.00000 25.00 WATER | | | 0041 621-06574 590.000 m2 | 4.18000 2466.20| 4.15000 2448.50| 4.40000 2596.00 SODDING | | | 0042 621-06575 810.000 m2 | 4.18000 3385.80| 4.15000 3361.50| 4.40000 3564.00 SODDING, NURSERY | | | 0043 622-52436 4.000 EACH| 26.25000 105.00| 26.00000 104.00| 28.00000 112.00 SIGN, DO NOT MOW OR SPRAY | | | 0044 622-91786 70.000 EACH| 9.98000 698.60| 10.00000 700.00| 10.00000 700.00 SEEDLING | | | 0045 715-05169 20.000 m | 83.00000 1660.00| 60.00000 1200.00| 125.00000 2500.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0046 715-46005 4.000 EACH| 196.25000 785.00| 350.00000 1400.00| 400.00000 1600.00 PIPE END SECTION, 375 mm | | | 0047 723-07292 20.100 m | 6217.96000 124981.00| 7550.00000 151755.00| 8000.00000 160800.00 STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | X 3050 mm | | | 0048 801-06203 1740.000 m | 0.62000 1078.80| 1.30000 2262.00| 1.35000 2349.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0049 801-06207 960.000 m | 0.97000 931.20| 3.05000 2928.00| 3.25000 3120.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0050 801-06216 7.200 m | 14.70000 105.84| 18.50000 133.20| 20.00000 144.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0051 801-06639 140.000 m | 88.42000 12378.80| 130.00000 18200.00| 100.00000 14000.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0052 801-06640 28.000 EACH| 89.25000 2499.00| 80.00000 2240.00| 85.00000 2380.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 6.000 EACH| 52.50000 315.00| 34.00000 204.00| 32.00000 192.00 CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 31683.40000 31683.40| 36000.00000 36000.00| 51500.00000 51500.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 422 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 557,932.35 ROUTE : US 231 CALL ORDER : 422 CONTRACT ID : B -27369-A COUNTIES : MONTGOMERY LETTING DATE : 07/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1917625 |(3) 35-1618530 |HENDERSON, H.E., INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-53072 LUMP| 21000.00000 21000.00| 29700.00000 29700.00| 37000.00000 37000.00 TEMPORARY TRAFFIC SIGNAL | | | 0056 801-97643 259.200 m | 17.57000 4554.14| 18.25000 4730.40| 20.00000 5184.00 TEMPORARY BUZZ STRIPS | | | 0057 802-05701 7.100 m | 29.40000 208.74| 29.00000 205.90| 30.00000 213.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0058 802-05703 6.900 m | 34.65000 239.09| 28.00000 193.20| 35.00000 241.50 SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0059 802-76025 1.260 m2 | 186.90000 235.49| 115.00000 144.90| 185.00000 233.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0060 802-76045 1.910 m2 | 214.20000 409.12| 157.00000 299.87| 225.00000 429.75 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0061 808-06712 218.000 m | 0.95000 207.10| 0.52000 113.36| 0.55000 119.90 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0062 808-06713 1740.000 m | 0.68000 1183.20| 0.52000 904.80| 0.55000 957.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06716 698.000 m | 1.00000 698.00| 1.57000 1095.86| 2.00000 1396.00 LINE, REMOVE | | | 0064 808-75998 36.000 EACH| 34.65000 1247.40| 33.50000 1206.00| 35.00000 1260.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0065 205-06937 60.000 m | 11.18000 670.80| 11.00000 660.00| 12.00000 720.00 TEMPORARY SILT FENCE | | | SECTION TOTALS | $ 536,854.89| $ 577,422.81| $ 651,945.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 536,854.89| $ 577,422.81| $ 651,945.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 422 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 557,932.35 ROUTE : US 231 CALL ORDER : 422 CONTRACT ID : B -27369-A COUNTIES : MONTGOMERY LETTING DATE : 07/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP| 11000.00000 11000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 2500.00000 25000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 40000.00000 40000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 45000.00000 45000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 252.000 m2 | 20.00000 5040.00| | PAVEMENT REMOVAL | | | 0006 202-02241 178.000 m | 25.00000 4450.00| | GUARDRAIL, REMOVE | | | 0007 202-02271 2.000 EACH| 1500.00000 3000.00| | HEADWALL, REMOVE | | | 0008 202-74035 3.000 EACH| 150.00000 450.00| | SIGN, REMOVE | | | 0009 202-94747 1.000 EACH| 50.00000 50.00| | POST, REMOVE | | | 0010 202-96133 21.000 m | 90.00000 1890.00| | PIPE, REMOVE | | | 0011 203-02000 1320.000 m3 | 13.00000 17160.00| | EXCAVATION, COMMON | | | 0013 205-06932 36.000 m | 40.00000 1440.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06936 72.000 Mg | 90.00000 6480.00| | TEMPORARY SEDIMENT TRAP | | | 0015 207-07500 1593.000 m2 | 15.00000 23895.00| | SUBGRADE TREATMENT, TYPE C | | | 0016 211-07454 57.000 m3 | 40.00000 2280.00| | STRUCTURE BACKFILL | | | 0017 213-08058 230.000 m3 | 250.00000 57500.00| | FLOWABLE BACKFILL | | | 0018 301-07448 936.000 Mg | 19.00000 17784.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 306-08036 1476.000 m2 | 6.00000 8856.00| | MILLING, ASPHALT, 50 mm | | | 0020 402-07433 276.000 Mg | 87.00000 24012.00| | HMA SURFACE, TYPE B | | | 0021 402-07438 123.000 Mg | 95.00000 11685.00| | HMA INTERMEDIATE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 422 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 557,932.35 ROUTE : US 231 CALL ORDER : 422 CONTRACT ID : B -27369-A COUNTIES : MONTGOMERY LETTING DATE : 07/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 402-07441 508.000 Mg | 84.00000 42672.00| | HMA BASE, TYPE B | | | 0023 405-05518 1629.000 m2 | 3.00000 4887.00| | ASPHALT FOR PRIME COAT | | | 0024 406-05521 3499.000 m2 | 1.55000 5423.45| | ASPHALT FOR TACK COAT | | | 0025 601-06854 2.000 EACH| 2600.00000 5200.00| | GUARDRAIL, W-BEAM, NESTED | | | 0026 601-07023 1.000 EACH| 8000.00000 8000.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0027 601-94689 4.000 EACH| 2450.00000 9800.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 106.680 m | 42.00000 4480.56| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 610-07486 36.000 Mg | 128.00000 4608.00| | HMA FOR APPROACHES, TYPE A | | | 0030 611-06497 1.000 EACH| 208.00000 208.00| | MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 14.000 EACH| 155.00000 2170.00| | RIGHT OF WAY MARKER | | | 0032 615-06505 2.000 EACH| 900.00000 1800.00| | MONUMENT, B | | | 0033 616-02320 491.000 m2 | 4.00000 1964.00| | GEOTEXTILES | | | 0034 616-05688 378.000 Mg | 35.00000 13230.00| | RIPRAP, CLASS 1 | | | 0035 621-01004 2.000 EACH| 1000.00000 2000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 0.430 Mg | 550.00000 236.50| | FERTILIZER | | | 0037 621-06553 73.000 kg | 13.00000 949.00| | SEED MIXTURE, R | | | 0038 621-06557 35.000 kg | 12.00000 420.00| | SEED MIXTURE, T | | | 0039 621-06565 4.000 Mg | 600.00000 2400.00| | MULCHING MATERIAL | | | 0040 621-06567 25.000 kL | 1.00000 25.00| | WATER | | | 0041 621-06574 590.000 m2 | 7.00000 4130.00| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 422 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 557,932.35 ROUTE : US 231 CALL ORDER : 422 CONTRACT ID : B -27369-A COUNTIES : MONTGOMERY LETTING DATE : 07/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 621-06575 810.000 m2 | 7.00000 5670.00| | SODDING, NURSERY | | | 0043 622-52436 4.000 EACH| 40.00000 160.00| | SIGN, DO NOT MOW OR SPRAY | | | 0044 622-91786 70.000 EACH| 15.00000 1050.00| | SEEDLING | | | 0045 715-05169 20.000 m | 45.00000 900.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0046 715-46005 4.000 EACH| 195.00000 780.00| | PIPE END SECTION, 375 mm | | | 0047 723-07292 20.100 m | 8960.00000 180096.00| | STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | X 3050 mm | | | 0048 801-06203 1740.000 m | 1.75000 3045.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0049 801-06207 960.000 m | 3.25000 3120.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0050 801-06216 7.200 m | 25.00000 180.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0051 801-06639 140.000 m | 115.00000 16100.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0052 801-06640 28.000 EACH| 135.00000 3780.00| | CONSTRUCTION SIGN, A | | | 0053 801-06645 6.000 EACH| 75.00000 450.00| | CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 12000.00000 12000.00| | MAINTAINING TRAFFIC | | | 0055 801-53072 LUMP| 40000.00000 40000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0056 801-97643 259.200 m | 25.00000 6480.00| | TEMPORARY BUZZ STRIPS | | | 0057 802-05701 7.100 m | 42.00000 298.20| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0058 802-05703 6.900 m | 45.00000 310.50| | SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0059 802-76025 1.260 m2 | 235.00000 296.10| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 422 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 557,932.35 ROUTE : US 231 CALL ORDER : 422 CONTRACT ID : B -27369-A COUNTIES : MONTGOMERY LETTING DATE : 07/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 | | |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 802-76045 1.910 m2 | 258.00000 492.78| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0061 808-06712 218.000 m | 0.70000 152.60| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0062 808-06713 1740.000 m | 0.70000 1218.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06716 698.000 m | 2.45000 1710.10| | LINE, REMOVE | | | 0064 808-75998 36.000 EACH| 100.00000 3600.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0065 205-06937 60.000 m | 20.00000 1200.00| | TEMPORARY SILT FENCE | | | SECTION TOTALS | $ 704,664.79| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 704,664.79| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 436 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 184,802.25 ROUTE : CALL ORDER : 436 CONTRACT ID : B -27610-B COUNTIES : JENNINGS LETTING DATE : 07/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C503 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 163,763.25 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 175,840.00 107.3745% 3 61-1201949 INTECH CONTRACTING LLC $ 181,000.01 110.5254% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1310611 |(3) 61-1201949 |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON INC |INTECH CONTRACTING LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE TRUSS REHABILITATION | | | 0001 110-01001 LUMP| 10300.00000 10300.00| 9000.00000 9000.00| 8411.26000 8411.26 MOBILIZATION AND DEMOBILIZATION | | | 0002 210-05718 2700.000 SFT | 5.20000 14040.00| 5.00000 13500.00| 9.00000 24300.00 REMOVE DECK | | | 0003 210-06981 LUMP| 12470.00000 12470.00| 3000.00000 3000.00| 3000.00000 3000.00 TIGHTEN ALL BOLTS AS NEEDED | | | 0004 210-07874 8085.000 BDFT| 3.45000 27893.25| 4.00000 32340.00| 5.75000 46488.75 REPLACE DECK TIMBER | | | 0005 210-08221 1000.000 LBS | 8.86000 8860.00| 5.00000 5000.00| 7.00000 7000.00 STEEL TIEDOWN STRAP, PUNCHED | | | 0006 619-05926 LUMP| 300.00000 300.00| 1000.00000 1000.00| 30000.00000 30000.00 ENVIRONMENTAL CONTROL | | | 0007 619-51859 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 15000.00000 15000.00 PAINT STEEL BRIDGE | | | 0008 619-51861 LUMP| 500.00000 500.00| 1000.00000 1000.00| 1000.00000 1000.00 BEARING ASSEMBLIES, PAINT | | | 0009 619-61000 LUMP| 69000.00000 69000.00| 80000.00000 80000.00| 45000.00000 45000.00 CLEAN STEEL BRIDGE | | | 0010 801-07118 20.000 LFT | 20.00000 400.00| 50.00000 1000.00| 40.00000 800.00 BARRICADE, III-A | | | SECTION TOTALS | $ 163,763.25| $ 175,840.00| $ 181,000.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 163,763.25| $ 175,840.00| $ 181,000.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,181.95 ROUTE : CR 200S CALL ORDER : 440 CONTRACT ID : B -27637-A COUNTIES : HOWARD LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 04/30/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9934035 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 R L MCCOY INC $ 283,498.45 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 369,286.67 130.2605% 3 35-1523985 WIRTZ & YATES, INC. $ 381,488.03 134.5644% 4 35-1817530 PIONEER ASSOCIATES, INC. $ 390,476.10 137.7348% 5 35-1058755 BAKER & SCHULTZ, INC. $ 400,922.15 141.4195% ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1310611 |(3) 35-1523985 |R L MCCOY INC |DUNCAN ROBERTSON INC |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 8500.00000 8500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1500.00000 10500.00| 1250.00000 8750.00| 2200.00000 15400.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 20000.00000 20000.00| 23000.00000 23000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 7500.00000 7500.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 28000.00000 28000.00| 50000.00000 50000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 2375.000 CYS | 12.00000 28500.00| 10.00000 23750.00| 9.00000 21375.00 EXCAVATION, COMMON | | | 0007 203-02070 905.000 CYS | 14.00000 12670.00| 15.00000 13575.00| 11.00000 9955.00 BORROW | | | 0008 205-06932 21.000 LFT | 21.35000 448.35| 1.00000 21.00| 25.00000 525.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06936 6.000 TON | 13.70000 82.20| 50.00000 300.00| 200.00000 1200.00 TEMPORARY SEDIMENT TRAP | | | 0010 205-06937 150.000 LFT | 5.00000 750.00| 2.00000 300.00| 5.00000 750.00 TEMPORARY SILT FENCE | | | 0011 207-07503 300.000 SYS | 8.00000 2400.00| 4.00000 1200.00| 27.00000 8100.00 SUBGRADE TREATMENT, TYPE E | | | 0012 211-07454 630.000 CYS | 18.00000 11340.00| 25.00000 15750.00| 24.00000 15120.00 STRUCTURE BACKFILL | | | 0013 213-08058 16.000 CYS | 125.00000 2000.00| 150.00000 2400.00| 140.00000 2240.00 FLOWABLE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,181.95 ROUTE : CR 200S CALL ORDER : 440 CONTRACT ID : B -27637-A COUNTIES : HOWARD LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1310611 |(3) 35-1523985 |R L MCCOY INC |DUNCAN ROBERTSON INC |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 301-07448 259.000 TON | 18.00000 4662.00| 16.50000 4273.50| 21.00000 5439.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 302-07455 28.000 CYS | 34.00000 952.00| 30.00000 840.00| 30.00000 840.00 DENSE GRADED SUBBASE | | | 0016 306-08033 85.000 SYS | 14.00000 1190.00| 30.00000 2550.00| 24.00000 2040.00 MILLING, ASPHALT, 1 IN. | | | 0017 402-07432 55.000 TON | 85.00000 4675.00| 95.00000 5225.00| 100.00000 5500.00 HMA SURFACE, TYPE A | | | 0018 402-07435 120.000 TON | 70.00000 8400.00| 77.00000 9240.00| 81.00000 9720.00 HMA INTERMEDIATE, TYPE A | | | 0019 405-05518 485.000 SYS | 2.00000 970.00| 0.50000 242.50| 2.40000 1164.00 ASPHALT FOR PRIME COAT | | | 0020 406-05521 550.000 SYS | 1.50000 825.00| 1.60000 880.00| 2.00000 1100.00 ASPHALT FOR TACK COAT | | | 0021 601-01626 1.000 EACH| 1250.00000 1250.00| 1375.00000 1375.00| 1400.00000 1400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0022 601-01839 1.000 EACH| 1600.00000 1600.00| 1760.00000 1760.00| 1825.00000 1825.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0023 601-01854 4.000 EACH| 825.00000 3300.00| 900.00000 3600.00| 940.00000 3760.00 GUARDRAIL TRANSITION, 12 FT. 6 IN. LONG | | | 0024 601-03578 1.000 EACH| 1375.00000 1375.00| 1500.00000 1500.00| 1567.00000 1567.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0025 601-06037 1.000 EACH| 705.00000 705.00| 775.00000 775.00| 800.00000 800.00 GUARDRAIL END TREATMENT, I | | | 0026 601-94689 1.000 EACH| 2100.00000 2100.00| 2300.00000 2300.00| 2400.00000 2400.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-97774 1.000 EACH| 900.00000 900.00| 1000.00000 1000.00| 1025.00000 1025.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0028 601-99105 206.250 LFT | 13.00000 2681.25| 14.30000 2949.37| 15.00000 3093.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 601-99106 9.375 LFT | 26.00000 243.75| 28.50000 267.18| 200.00000 1875.00 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0030 608-04395 5.000 TON | 22.00000 110.00| 40.00000 200.00| 30.00000 150.00 AGGREGATE FOR SHOULDER DRAINS | | | 0031 609-06257 160.000 SYS | 70.00000 11200.00| 70.00000 11200.00| 50.00000 8000.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,181.95 ROUTE : CR 200S CALL ORDER : 440 CONTRACT ID : B -27637-A COUNTIES : HOWARD LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1310611 |(3) 35-1523985 |R L MCCOY INC |DUNCAN ROBERTSON INC |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 611-06497 1.000 EACH| 175.00000 175.00| 200.00000 200.00| 225.00000 225.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06505 2.000 EACH| 485.00000 970.00| 540.00000 1080.00| 700.00000 1400.00 MONUMENT, B | | | 0034 616-02320 365.000 SYS | 3.00000 1095.00| 3.00000 1095.00| 5.00000 1825.00 GEOTEXTILES | | | 0035 616-06405 293.000 TON | 22.00000 6446.00| 22.00000 6446.00| 26.00000 7618.00 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 300.00000 600.00| 330.00000 660.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02363 1800.000 SYS | 0.44000 792.00| 0.50000 900.00| 0.55000 990.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0038 621-02770 200.000 SYS | 2.55000 510.00| 2.80000 560.00| 3.20000 640.00 EROSION CONTROL BLANKET | | | 0039 621-06548 5.000 LBS | 25.00000 125.00| 27.50000 137.50| 30.00000 150.00 SEED MIXTURE, CV | | | 0040 621-06559 1800.000 SYS | 0.56000 1008.00| 0.62000 1116.00| 0.65000 1170.00 MULCHED SEEDING, R | | | 0041 621-06567 2.000 MG | 5.00000 10.00| 5.50000 11.00| 7.00000 14.00 WATER | | | 0042 621-06574 33.000 SYS | 5.40000 178.20| 6.00000 198.00| 8.00000 264.00 SODDING | | | 0043 621-06575 460.000 SYS | 5.40000 2484.00| 6.00000 2760.00| 7.50000 3450.00 SODDING, NURSERY | | | 0044 701-51195 737.000 LFT | 28.00000 20636.00| 35.00000 25795.00| 40.00000 29480.00 PILE, STEEL H, HP 12 X 53 | | | 0045 701-91792 18.000 EACH| 150.00000 2700.00| 110.00000 1980.00| 120.00000 2160.00 PILE TIP, STEEL H | | | 0046 701-97874 115.000 LFT | 48.00000 5520.00| 125.00000 14375.00| 70.00000 8050.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 12 X 53 | | | 0047 703-51030 6324.000 LBS | 0.75000 4743.00| 0.75000 4743.00| 0.90000 5691.60 REINFORCING STEEL | | | 0048 703-51032 21114.000 LBS | 0.75000 15835.50| 0.85000 17946.90| 1.10000 23225.40 REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 108.500 CYS | 320.00000 34720.00| 650.00000 70525.00| 600.00000 65100.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-91957 136.920 LFT | 65.00000 8899.80| 71.00000 9721.32| 74.00000 10132.08 BRIDGE RAILING, THRIE BEAM | | | 0051 709-51821 LUMP| 1400.00000 1400.00| 3000.00000 3000.00| 2200.00000 2200.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 440 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,181.95 ROUTE : CR 200S CALL ORDER : 440 CONTRACT ID : B -27637-A COUNTIES : HOWARD LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1310611 |(3) 35-1523985 |R L MCCOY INC |DUNCAN ROBERTSON INC |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-04308 4.000 EACH| 280.00000 1120.00| 385.00000 1540.00| 700.00000 2800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06625 2.000 EACH| 155.00000 310.00| 240.00000 480.00| 300.00000 600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 4.000 EACH| 125.00000 500.00| 240.00000 960.00| 300.00000 1200.00 CONSTRUCTION SIGN, A | | | 0055 801-07118 72.000 LFT | 4.50000 324.00| 20.00000 1440.00| 30.00000 2160.00 BARRICADE, III-A | | | 0056 801-07119 48.000 LFT | 5.00000 240.00| 20.00000 960.00| 30.00000 1440.00 BARRICADE, III-B | | | 0057 802-76025 6.300 SFT | 18.00000 113.40| 20.00000 126.00| 24.00000 151.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0058 802-76055 14.000 LFT | 6.00000 84.00| 6.60000 92.40| 12.00000 168.00 SIGN POST, A | | | 0059 808-75297 13.000 LFT | 10.00000 130.00| 55.00000 715.00| 40.00000 520.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 283,498.45| $ 369,286.67| $ 381,488.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 283,498.45| $ 369,286.67| $ 381,488.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 440 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,181.95 ROUTE : CR 200S CALL ORDER : 440 CONTRACT ID : B -27637-A COUNTIES : HOWARD LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1058755 | |PIONEER ASSOCIATES, INC. |BAKER & SCHULTZ, 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| 6300.00000 6300.00| 6300.00000 6300.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1500.00000 10500.00| 2100.00000 14700.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 19500.00000 19500.00| 19800.00000 19800.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7800.00000 7800.00| 14000.00000 14000.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 35000.00000 35000.00| 42000.00000 42000.00| PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 2375.000 CYS | 16.00000 38000.00| 25.00000 59375.00| EXCAVATION, COMMON | | | 0007 203-02070 905.000 CYS | 29.00000 26245.00| 32.00000 28960.00| BORROW | | | 0008 205-06932 21.000 LFT | 25.00000 525.00| 21.35000 448.35| TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06936 6.000 TON | 100.00000 600.00| 25.00000 150.00| TEMPORARY SEDIMENT TRAP | | | 0010 205-06937 150.000 LFT | 5.00000 750.00| 3.32000 498.00| TEMPORARY SILT FENCE | | | 0011 207-07503 300.000 SYS | 10.00000 3000.00| 54.00000 16200.00| SUBGRADE TREATMENT, TYPE E | | | 0012 211-07454 630.000 CYS | 25.00000 15750.00| 35.00000 22050.00| STRUCTURE BACKFILL | | | 0013 213-08058 16.000 CYS | 95.00000 1520.00| 140.00000 2240.00| FLOWABLE BACKFILL | | | 0014 301-07448 259.000 TON | 15.00000 3885.00| 30.00000 7770.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 302-07455 28.000 CYS | 30.00000 840.00| 30.00000 840.00| DENSE GRADED SUBBASE | | | 0016 306-08033 85.000 SYS | 27.00000 2295.00| 18.00000 1530.00| MILLING, ASPHALT, 1 IN. | | | 0017 402-07432 55.000 TON | 85.00000 4675.00| 85.00000 4675.00| HMA SURFACE, TYPE A | | | 0018 402-07435 120.000 TON | 70.00000 8400.00| 70.00000 8400.00| HMA INTERMEDIATE, TYPE A | | | 0019 405-05518 485.000 SYS | 1.00000 485.00| 2.00000 970.00| ASPHALT FOR PRIME COAT | | | 0020 406-05521 550.000 SYS | 0.50000 275.00| 1.50000 825.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 440 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,181.95 ROUTE : CR 200S CALL ORDER : 440 CONTRACT ID : B -27637-A COUNTIES : HOWARD LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1058755 | |PIONEER ASSOCIATES, INC. |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-01626 1.000 EACH| 2000.00000 2000.00| 1250.00000 1250.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0022 601-01839 1.000 EACH| 2000.00000 2000.00| 1600.00000 1600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0023 601-01854 4.000 EACH| 825.00000 3300.00| 825.00000 3300.00| GUARDRAIL TRANSITION, 12 FT. 6 IN. LONG | | | 0024 601-03578 1.000 EACH| 2000.00000 2000.00| 1375.00000 1375.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0025 601-06037 1.000 EACH| 705.00000 705.00| 705.00000 705.00| GUARDRAIL END TREATMENT, I | | | 0026 601-94689 1.000 EACH| 2500.00000 2500.00| 2100.00000 2100.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-97774 1.000 EACH| 2500.00000 2500.00| 900.00000 900.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0028 601-99105 206.250 LFT | 15.00000 3093.75| 13.00000 2681.25| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 601-99106 9.375 LFT | 26.00000 243.75| 26.00000 243.75| GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0030 608-04395 5.000 TON | 50.00000 250.00| 30.00000 150.00| AGGREGATE FOR SHOULDER DRAINS | | | 0031 609-06257 160.000 SYS | 65.00000 10400.00| 45.00000 7200.00| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0032 611-06497 1.000 EACH| 213.00000 213.00| 175.00000 175.00| MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06505 2.000 EACH| 576.00000 1152.00| 485.00000 970.00| MONUMENT, B | | | 0034 616-02320 365.000 SYS | 3.00000 1095.00| 2.50000 912.50| GEOTEXTILES | | | 0035 616-06405 293.000 TON | 25.00000 7325.00| 28.00000 8204.00| RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 300.00000 600.00| 300.00000 600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02363 1800.000 SYS | 0.44000 792.00| 0.44000 792.00| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0038 621-02770 200.000 SYS | 2.55000 510.00| 2.55000 510.00| EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 440 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,181.95 ROUTE : CR 200S CALL ORDER : 440 CONTRACT ID : B -27637-A COUNTIES : HOWARD LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1058755 | |PIONEER ASSOCIATES, INC. |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06548 5.000 LBS | 25.00000 125.00| 25.00000 125.00| SEED MIXTURE, CV | | | 0040 621-06559 1800.000 SYS | 0.56000 1008.00| 0.56000 1008.00| MULCHED SEEDING, R | | | 0041 621-06567 2.000 MG | 5.00000 10.00| 5.00000 10.00| WATER | | | 0042 621-06574 33.000 SYS | 5.40000 178.20| 5.40000 178.20| SODDING | | | 0043 621-06575 460.000 SYS | 5.40000 2484.00| 5.40000 2484.00| SODDING, NURSERY | | | 0044 701-51195 737.000 LFT | 43.00000 31691.00| 32.00000 23584.00| PILE, STEEL H, HP 12 X 53 | | | 0045 701-91792 18.000 EACH| 200.00000 3600.00| 110.00000 1980.00| PILE TIP, STEEL H | | | 0046 701-97874 115.000 LFT | 150.00000 17250.00| 48.00000 5520.00| PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 12 X 53 | | | 0047 703-51030 6324.000 LBS | 0.80000 5059.20| 0.65000 4110.60| REINFORCING STEEL | | | 0048 703-51032 21114.000 LBS | 0.90000 19002.60| 0.70000 14779.80| REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 108.500 CYS | 600.00000 65100.00| 375.00000 40687.50| CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-91957 136.920 LFT | 85.00000 11638.20| 65.00000 8899.80| BRIDGE RAILING, THRIE BEAM | | | 0051 709-51821 LUMP| 1330.00000 1330.00| 7180.00000 7180.00| SURFACE SEAL | | | 0052 801-04308 4.000 EACH| 350.00000 1400.00| 350.00000 1400.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06625 2.000 EACH| 150.00000 300.00| 150.00000 300.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 4.000 EACH| 150.00000 600.00| 150.00000 600.00| CONSTRUCTION SIGN, A | | | 0055 801-07118 72.000 LFT | 15.00000 1080.00| 15.00000 1080.00| BARRICADE, III-A | | | 0056 801-07119 48.000 LFT | 21.00000 1008.00| 21.00000 1008.00| BARRICADE, III-B | | | 0057 802-76025 6.300 SFT | 18.00000 113.40| 18.00000 113.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0058 802-76055 14.000 LFT | 6.00000 84.00| 6.00000 84.00| SIGN POST, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 440 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,181.95 ROUTE : CR 200S CALL ORDER : 440 CONTRACT ID : B -27637-A COUNTIES : HOWARD LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1058755 | |PIONEER ASSOCIATES, INC. |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 808-75297 13.000 LFT | 30.00000 390.00| 30.00000 390.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 390,476.10| $ 400,922.15| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 390,476.10| $ 400,922.15| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,578,476.78 ROUTE : US 12 CALL ORDER : 450 CONTRACT ID : B -27639-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/17/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2261053 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL $ 4,447,330.00 100.0000% 2 35-1035114 SUPERIOR CONSTRUCTION CO $ 4,842,980.73 108.8963% 3 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 4,947,555.26 111.2477% 4 36-2839689 ILLINOIS CONSTRUCTORS CORP $ 5,541,864.11 124.6110% 5 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 5,830,511.91 131.1014% ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1035114 |(3) 35-1106884 |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 125000.00000 125000.00| 90000.00000 90000.00| 57500.00000 57500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 11.000 MOS | 1800.00000 19800.00| 2000.00000 22000.00| 2400.00000 26400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 225000.00000 225000.00| 250000.00000 250000.00| 240000.00000 240000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 90000.00000 90000.00| 75000.00000 75000.00| 35000.00000 35000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 7445.700 m2 | 4.00000 29782.80| 10.00000 74457.00| 7.80000 58076.46 PAVEMENT REMOVAL | | | 0006 202-02241 726.000 m | 4.00000 2904.00| 5.25000 3811.50| 5.25000 3811.50 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 275000.00000 275000.00| 300000.00000 300000.00| 280000.00000 280000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 549.000 m3 | 55.00000 30195.00| 15.00000 8235.00| 11.00000 6039.00 EXCAVATION, COMMON | | | 0009 203-02070 22282.000 m3 | 9.50000 211679.00| 9.00000 200538.00| 12.70000 282981.40 BORROW | | | 0010 205-06937 1198.000 m | 6.00000 7188.00| 5.62000 6732.76| 5.62000 6732.76 TEMPORARY SILT FENCE | | | 0011 206-51225 191.800 m3 | 12.00000 2301.60| 25.00000 4795.00| 11.00000 2109.80 EXCAVATION, DRY | | | 0012 207-07498 2687.000 m2 | 0.10000 268.70| 2.00000 5374.00| 3.90000 10479.30 SUBGRADE TREATMENT, TYPE A | | | 0013 211-02050 11037.000 m3 | 0.10000 1103.70| 11.00000 121407.00| 15.75000 173832.75 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,578,476.78 ROUTE : US 12 CALL ORDER : 450 CONTRACT ID : B -27639-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1035114 |(3) 35-1106884 |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-06467 70.000 m3 | 35.00000 2450.00| 40.00000 2800.00| 33.45000 2341.50 AGGREGATE FOR END BENT BACKFILL | | | 0015 211-07454 15374.000 m3 | 0.10000 1537.40| 15.00000 230610.00| 18.40000 282881.60 STRUCTURE BACKFILL | | | 0016 302-07455 178.000 m3 | 40.00000 7120.00| 54.00000 9612.00| 37.35000 6648.30 DENSE GRADED SUBBASE | | | 0017 303-01180 2076.100 Mg | 12.00000 24913.20| 16.00000 33217.60| 18.55000 38511.66 COMPACTED AGGREGATE, NO. 53 | | | 0018 306-08034 992.000 m2 | 2.70000 2678.40| 18.00000 17856.00| 3.75000 3720.00 MILLING, ASPHALT, 38 mm | | | 0019 402-07433 1225.300 Mg | 42.00000 51462.60| 48.00000 58814.40| 48.00000 58814.40 HMA SURFACE, TYPE B | | | 0020 402-07438 1464.300 Mg | 36.00000 52714.80| 37.50000 54911.25| 37.50000 54911.25 HMA INTERMEDIATE, TYPE B | | | 0021 402-07441 5478.900 Mg | 34.00000 186282.60| 33.50000 183543.15| 33.50000 183543.15 HMA BASE, TYPE B | | | 0022 405-05518 5584.000 m2 | 0.42000 2345.28| 0.30000 1675.20| 0.30000 1675.20 ASPHALT FOR PRIME COAT | | | 0023 406-05521 23035.100 m2 | 0.16000 3685.62| 0.05000 1151.76| 0.05000 1151.76 ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1300.00000 5200.00| 1300.00000 5200.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01846 2.000 EACH| 1700.00000 3400.00| 1700.00000 3400.00| 1700.00000 3400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-94689 2.000 EACH| 2300.00000 4600.00| 2300.00000 4600.00| 2300.00000 4600.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 815.300 m | 39.00000 31796.70| 39.00000 31796.70| 39.00000 31796.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06729 22.000 EACH| 7.00000 154.00| 5.00000 110.00| 4.00000 88.00 BARRIER DELINEATOR | | | 0029 603-92636 876.200 m | 44.75000 39209.95| 44.75000 39209.95| 44.76000 39218.71 FENCE, CHAIN LINK, 1830 mm | | | 0030 609-06259 502.000 m2 | 60.02000 30130.04| 65.00000 32630.00| 58.85000 29542.70 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0031 610-07487 58.400 Mg | 75.00000 4380.00| 72.00000 4204.80| 65.00000 3796.00 HMA FOR APPROACHES, TYPE B | | | 0032 616-02320 2318.000 m2 | 1.80000 4172.40| 3.00000 6954.00| 2.75000 6374.50 GEOTEXTILES | | | 0033 616-06405 835.000 Mg | 34.00000 28390.00| 31.00000 25885.00| 25.00000 20875.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,578,476.78 ROUTE : US 12 CALL ORDER : 450 CONTRACT ID : B -27639-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1035114 |(3) 35-1106884 |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-01004 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06545 1.200 Mg | 640.00000 768.00| 640.00000 768.00| 640.00000 768.00 FERTILIZER | | | 0036 621-06554 251.000 kg | 7.74000 1942.74| 7.74000 1942.74| 7.74000 1942.74 SEED MIXTURE, U | | | 0037 621-06557 218.000 kg | 5.90000 1286.20| 5.90000 1286.20| 5.90000 1286.20 SEED MIXTURE, T | | | 0038 621-06565 5.900 Mg | 488.00000 2879.20| 488.00000 2879.20| 488.00000 2879.20 MULCHING MATERIAL | | | 0039 621-06574 504.000 m2 | 6.98000 3517.92| 6.98000 3517.92| 6.98000 3517.92 SODDING | | | 0040 701-51161 1257.000 m | 90.00000 113130.00| 85.00000 106845.00| 145.50000 182893.50 PILE, STEEL SHELL, 5.16 mm, 406 mm | | | 0041 702-51005 101.500 m3 | 625.00000 63437.50| 600.00000 60900.00| 700.00000 71050.00 CONCRETE, A, SUBSTRUCTURE | | | 0042 702-51015 91.800 m3 | 300.00000 27540.00| 300.00000 27540.00| 325.00000 29835.00 CONCRETE, B, FOOTINGS | | | 0043 702-92857 81.200 m3 | 625.00000 50750.00| 600.00000 48720.00| 700.00000 56840.00 CONCRETE, C, SUBSTRUCTURE | | | 0044 703-51030 11956.000 kg | 1.64000 19607.84| 2.00000 23912.00| 2.13000 25466.28 REINFORCING STEEL | | | 0045 703-51032 93699.000 kg | 1.80000 168658.20| 2.10000 196767.90| 1.88000 176154.12 REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 496.900 m3 | 550.00000 273295.00| 500.00000 248450.00| 475.00000 236027.50 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05732 4.000 EACH| 1800.00000 7200.00| 1500.00000 6000.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0048 706-51020 55.200 m3 | 325.00000 17940.00| 375.00000 20700.00| 467.00000 25778.40 CONCRETE, C, RAILING | | | 0049 709-07110 4720.000 m2 | 6.00000 28320.00| 10.80000 50976.00| 11.84000 55884.80 SEAL COAT, GRAFFITI RESISTANT | | | 0050 709-51821 LUMP| 8000.00000 8000.00| 10330.00000 10330.00| 12075.00000 12075.00 SURFACE SEAL | | | 0051 711-51038 LUMP| 1095775.53000 1095775.53| 1114000.00000 1114000.00| 1127709.00000 1127709.00 STRUCTURAL STEEL | | | 0052 715-05407 70.400 m | 20.00000 1408.00| 25.00000 1760.00| 14.05000 989.12 PIPE, END BENT DRAIN, 150 mm | | | 0053 720-44000 2.000 EACH| 650.00000 1300.00| 2000.00000 4000.00| 400.00000 800.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,578,476.78 ROUTE : US 12 CALL ORDER : 450 CONTRACT ID : B -27639-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1035114 |(3) 35-1106884 |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 726-92406 9.000 EACH| 1500.00000 13500.00| 1800.00000 16200.00| 1400.00000 12600.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0055 731-93945 4720.100 m2 | 105.00000 495610.50| 95.00000 448409.50| 96.32000 454640.03 FACE PANELS, CONCRETE | | | 0056 731-93946 4720.100 m2 | 95.00000 448409.50| 50.00000 236005.00| 93.45000 441093.35 WALL ERECTION | | | 0057 731-93947 834.700 m | 60.00000 50082.00| 50.00000 41735.00| 29.50000 24623.65 LEVELING PAD, CONCRETE | | | 0058 801-04308 6.000 EACH| 259.00000 1554.00| 405.00000 2430.00| 259.00000 1554.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06625 22.000 EACH| 76.00000 1672.00| 90.00000 1980.00| 76.00000 1672.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 15.000 EACH| 165.00000 2475.00| 140.00000 2100.00| 165.00000 2475.00 CONSTRUCTION SIGN, A | | | 0061 801-06645 2.000 EACH| 48.00000 96.00| 55.00000 110.00| 48.00000 96.00 CONSTRUCTION SIGN, B | | | 0062 801-06775 LUMP| 10000.00000 10000.00| 230000.00000 230000.00| 900.00000 900.00 MAINTAINING TRAFFIC | | | 0063 801-07118 36.000 m | 65.00000 2340.00| 45.00000 1620.00| 46.87000 1687.32 BARRICADE, III-A | | | 0064 802-05702 15.160 m | 38.00000 576.08| 30.00000 454.80| 31.38000 475.72 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0065 802-76035 2.880 m2 | 160.00000 460.80| 150.00000 432.00| 146.81000 422.81 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0066 808-03002 356.000 m | 1.80000 640.80| 1.60000 569.60| 1.80000 640.80 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0067 808-03631 1609.000 m | 1.80000 2896.20| 1.60000 2574.40| 1.80000 2896.20 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0068 808-03632 1424.000 m | 1.80000 2563.20| 1.60000 2278.40| 1.80000 2563.20 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0069 808-75996 123.000 EACH| 6.50000 799.50| 6.50000 799.50| 25.00000 3075.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 123.000 EACH| 27.50000 3382.50| 28.50000 3505.50| 27.50000 3382.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0071 303-02172 39.000 Mg | 30.00000 1170.00| 50.00000 1950.00| 57.50000 2242.50 TEMPORARY AGGREGATE , NO. 2 | | | 0072 701-06011 2.000 EACH| 2500.00000 5000.00| 1500.00000 3000.00| 2173.00000 4346.00 DYNAMIC PILE LOAD TEST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 450 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,578,476.78 ROUTE : US 12 CALL ORDER : 450 CONTRACT ID : B -27639-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1035114 |(3) 35-1106884 |WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 701-06012 2.000 EACH| 2500.00000 5000.00| 1500.00000 3000.00| 2173.00000 4346.00 TEST PILE, RESTRIKE | | | 0074 701-01814 1.000 EACH| 5000.00000 5000.00| 1500.00000 1500.00| 2173.00000 2173.00 MOBILIZATION FOR DYNAMIC PILE | | | MONITORING AND EQUIPMENT | | | SECTION TOTALS | $ 4,447,330.00| $ 4,842,980.73| $ 4,947,555.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,447,330.00| $ 4,842,980.73| $ 4,947,555.26 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 450 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,578,476.78 ROUTE : US 12 CALL ORDER : 450 CONTRACT ID : B -27639-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2839689 |(5) 35-1582109 | |ILLINOIS CONSTRUCTORS CORP |KANKAKEE VALLEY CONSTRUCTION| 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| 36000.00000 36000.00| 30000.00000 30000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 11.000 MOS | 1750.00000 19250.00| 2500.00000 27500.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 275000.00000 275000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 100000.00000 100000.00| 115000.00000 115000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 7445.700 m2 | 8.00000 59565.60| 8.00000 59565.60| PAVEMENT REMOVAL | | | 0006 202-02241 726.000 m | 5.25000 3811.50| 4.60000 3339.60| GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 391214.40000 391214.40| 241000.00000 241000.00| PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 549.000 m3 | 10.00000 5490.00| 15.00000 8235.00| EXCAVATION, COMMON | | | 0009 203-02070 22282.000 m3 | 5.50000 122551.00| 18.00000 401076.00| BORROW | | | 0010 205-06937 1198.000 m | 5.62000 6732.76| 5.62000 6732.76| TEMPORARY SILT FENCE | | | 0011 206-51225 191.800 m3 | 10.00000 1918.00| 15.00000 2877.00| EXCAVATION, DRY | | | 0012 207-07498 2687.000 m2 | 9.50000 25526.50| 5.50000 14778.50| SUBGRADE TREATMENT, TYPE A | | | 0013 211-02050 11037.000 m3 | 25.00000 275925.00| 22.00000 242814.00| B BORROW | | | 0014 211-06467 70.000 m3 | 50.00000 3500.00| 25.00000 1750.00| AGGREGATE FOR END BENT BACKFILL | | | 0015 211-07454 15374.000 m3 | 50.00000 768700.00| 22.00000 338228.00| STRUCTURE BACKFILL | | | 0016 302-07455 178.000 m3 | 15.00000 2670.00| 35.00000 6230.00| DENSE GRADED SUBBASE | | | 0017 303-01180 2076.100 Mg | 35.00000 72663.50| 15.00000 31141.50| COMPACTED AGGREGATE, NO. 53 | | | 0018 306-08034 992.000 m2 | 3.20000 3174.40| 4.00000 3968.00| MILLING, ASPHALT, 38 mm | | | 0019 402-07433 1225.300 Mg | 48.00000 58814.40| 48.00000 58814.40| HMA SURFACE, TYPE B | | | 0020 402-07438 1464.300 Mg | 37.50000 54911.25| 37.50000 54911.25| HMA INTERMEDIATE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 450 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,578,476.78 ROUTE : US 12 CALL ORDER : 450 CONTRACT ID : B -27639-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2839689 |(5) 35-1582109 | |ILLINOIS CONSTRUCTORS CORP |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07441 5478.900 Mg | 33.50000 183543.15| 33.50000 183543.15| HMA BASE, TYPE B | | | 0022 405-05518 5584.000 m2 | 0.30000 1675.20| 0.30000 1675.20| ASPHALT FOR PRIME COAT | | | 0023 406-05521 23035.100 m2 | 0.05000 1151.76| 0.05000 1151.76| ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1300.00000 5200.00| 1525.00000 6100.00| GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01846 2.000 EACH| 1700.00000 3400.00| 1545.00000 3090.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-94689 2.000 EACH| 2300.00000 4600.00| 2150.00000 4300.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 815.300 m | 39.00000 31796.70| 44.00000 35873.20| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06729 22.000 EACH| 5.00000 110.00| 4.00000 88.00| BARRIER DELINEATOR | | | 0029 603-92636 876.200 m | 39.00000 34171.80| 55.50000 48629.10| FENCE, CHAIN LINK, 1830 mm | | | 0030 609-06259 502.000 m2 | 100.00000 50200.00| 65.00000 32630.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0031 610-07487 58.400 Mg | 65.00000 3796.00| 65.00000 3796.00| HMA FOR APPROACHES, TYPE B | | | 0032 616-02320 2318.000 m2 | 2.50000 5795.00| 2.00000 4636.00| GEOTEXTILES | | | 0033 616-06405 835.000 Mg | 30.00000 25050.00| 40.00000 33400.00| RIPRAP, REVETMENT | | | 0034 621-01004 1.000 EACH| 500.00000 500.00| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06545 1.200 Mg | 640.00000 768.00| 640.00000 768.00| FERTILIZER | | | 0036 621-06554 251.000 kg | 7.74000 1942.74| 7.74000 1942.74| SEED MIXTURE, U | | | 0037 621-06557 218.000 kg | 5.90000 1286.20| 5.90000 1286.20| SEED MIXTURE, T | | | 0038 621-06565 5.900 Mg | 488.00000 2879.20| 488.00000 2879.20| MULCHING MATERIAL | | | 0039 621-06574 504.000 m2 | 6.98000 3517.92| 6.98000 3517.92| SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 450 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,578,476.78 ROUTE : US 12 CALL ORDER : 450 CONTRACT ID : B -27639-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2839689 |(5) 35-1582109 | |ILLINOIS CONSTRUCTORS CORP |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 701-51161 1257.000 m | 132.00000 165924.00| 160.00000 201120.00| PILE, STEEL SHELL, 5.16 mm, 406 mm | | | 0041 702-51005 101.500 m3 | 850.00000 86275.00| 630.00000 63945.00| CONCRETE, A, SUBSTRUCTURE | | | 0042 702-51015 91.800 m3 | 350.00000 32130.00| 230.00000 21114.00| CONCRETE, B, FOOTINGS | | | 0043 702-92857 81.200 m3 | 1250.00000 101500.00| 630.00000 51156.00| CONCRETE, C, SUBSTRUCTURE | | | 0044 703-51030 11956.000 kg | 1.85000 22118.60| 2.61000 31205.16| REINFORCING STEEL | | | 0045 703-51032 93699.000 kg | 2.00000 187398.00| 2.31000 216444.69| REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 496.900 m3 | 650.00000 322985.00| 450.00000 223605.00| CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05732 4.000 EACH| 3500.00000 14000.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0048 706-51020 55.200 m3 | 300.00000 16560.00| 650.00000 35880.00| CONCRETE, C, RAILING | | | 0049 709-07110 4720.000 m2 | 8.50000 40120.00| 12.90000 60888.00| SEAL COAT, GRAFFITI RESISTANT | | | 0050 709-51821 LUMP| 14500.00000 14500.00| 13360.00000 13360.00| SURFACE SEAL | | | 0051 711-51038 LUMP| 1197500.00000 1197500.00| 1440000.00000 1440000.00| STRUCTURAL STEEL | | | 0052 715-05407 70.400 m | 26.50000 1865.60| 30.00000 2112.00| PIPE, END BENT DRAIN, 150 mm | | | 0053 720-44000 2.000 EACH| 200.00000 400.00| 100.00000 200.00| CASTING, ADJUST TO GRADE | | | 0054 726-92406 9.000 EACH| 1750.00000 15750.00| 1600.00000 14400.00| BEARING ASSEMBLY, ELASTOMERIC | | | 0055 731-93945 4720.100 m2 | 100.00000 472010.00| 125.00000 590012.50| FACE PANELS, CONCRETE | | | 0056 731-93946 4720.100 m2 | 80.00000 377608.00| 100.00000 472010.00| WALL ERECTION | | | 0057 731-93947 834.700 m | 60.00000 50082.00| 65.00000 54255.50| LEVELING PAD, CONCRETE | | | 0058 801-04308 6.000 EACH| 405.00000 2430.00| 376.00000 2256.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06625 22.000 EACH| 90.00000 1980.00| 80.00000 1760.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 15.000 EACH| 140.00000 2100.00| 146.00000 2190.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 450 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,578,476.78 ROUTE : US 12 CALL ORDER : 450 CONTRACT ID : B -27639-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2839689 |(5) 35-1582109 | |ILLINOIS CONSTRUCTORS CORP |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06645 2.000 EACH| 55.00000 110.00| 60.00000 120.00| CONSTRUCTION SIGN, B | | | 0062 801-06775 LUMP| 900.00000 900.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0063 801-07118 36.000 m | 45.00000 1620.00| 61.00000 2196.00| BARRICADE, III-A | | | 0064 802-05702 15.160 m | 31.38000 475.72| 22.00000 333.52| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0065 802-76035 2.880 m2 | 146.81000 422.81| 150.00000 432.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0066 808-03002 356.000 m | 1.60000 569.60| 2.75000 979.00| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0067 808-03631 1609.000 m | 1.60000 2574.40| 2.75000 4424.75| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0068 808-03632 1424.000 m | 1.60000 2278.40| 2.75000 3916.00| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0069 808-75996 123.000 EACH| 6.50000 799.50| 7.62000 937.26| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 123.000 EACH| 28.50000 3505.50| 52.00000 6396.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0071 303-02172 39.000 Mg | 30.00000 1170.00| 22.96000 895.44| TEMPORARY AGGREGATE , NO. 2 | | | 0072 701-06011 2.000 EACH| 750.00000 1500.00| 1300.00000 2600.00| DYNAMIC PILE LOAD TEST | | | 0073 701-06012 2.000 EACH| 825.00000 1650.00| 900.00000 1800.00| TEST PILE, RESTRIKE | | | 0074 701-01814 1.000 EACH| 250.00000 250.00| 0.01000 0.01| MOBILIZATION FOR DYNAMIC PILE | | | MONITORING AND EQUIPMENT | | | SECTION TOTALS | $ 5,541,864.11| $ 5,830,511.91| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,541,864.11| $ 5,830,511.91| ====================================================================================================================================