INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 101 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,865,332.86 ROUTE : CALL ORDER : 101 CONTRACT ID : R -23200-B COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : BIKE010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 2,580,819.38 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,916,048.66 112.9892% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 2,921,403.90 113.1967% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1035114 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN TRAIL | | | 0001 105-06790 10.000 MOS | 1400.00000 14000.00| 1805.12000 18051.20| 1200.00000 12000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 104000.00000 104000.00| 57078.46000 57078.46| 37720.00000 37720.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 135000.00000 135000.00| 150000.00000 150000.00| 135840.00000 135840.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 110-01001 LUMP| 2000.00000 2000.00| 2176.15000 2176.15| 2000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | HYDROSEEDING | | | 0005 201-52370 LUMP| 35000.00000 35000.00| 89000.00000 89000.00| 89955.00000 89955.00 CLEARING RIGHT OF WAY | | | 0006 202-02279 10.000 m | 23.00000 230.00| 47.83000 478.30| 59.00000 590.00 CURB AND GUTTER, REMOVE | | | 0007 202-52710 18.000 m2 | 13.00000 234.00| 26.57000 478.26| 32.00000 576.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 203-02080 11.700 km | 15500.00000 181350.00| 20635.00000 241429.50| 12576.00000 147139.20 LINEAR GRADING | | | 0009 205-02224 2737.000 m | 5.60000 15327.20| 6.31000 17270.47| 6.00000 16422.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-06772 50.000 EACH| 15.00000 750.00| 16.32000 816.00| 15.00000 750.00 STRAW BALE IN PLACE | | | 0011 211-02060 163.899 m3 | 30.00000 4916.97| 25.42000 4166.31| 24.00000 3933.58 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 5810.850 Mg | 22.15000 128710.33| 15.25000 88615.46| 16.00000 92973.60 COMPACTED AGGREGATE, O, 53 | | | 0013 303-52309 1500.590 Mg | 26.00000 39015.34| 25.60000 38415.10| 20.00000 30011.80 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 101 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,865,332.86 ROUTE : CALL ORDER : 101 CONTRACT ID : R -23200-B COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1035114 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-60200 63.700 Mg | 550.00000 35035.00| 114.25000 7277.73| 1000.00000 63700.00 CALCIUM CHLORIDE FOR COMPACTED AGGREGATE| | | 0015 401-04821 2200.000 Mg | 41.65000 91630.00| 48.90000 107580.00| 44.00000 96800.00 HMA SURFACE 9.5 mm, LV, MAINLINE | | | 0016 402-05473 4400.480 Mg | 29.85000 131354.33| 35.75000 157317.16| 33.00000 145215.84 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0017 405-05518 36812.460 m2 | 0.33000 12148.11| 0.42000 15461.23| 0.40000 14724.98 ASPHALT FOR PRIME COAT | | | 0018 406-05521 36812.460 m2 | 0.13000 4785.62| 0.10000 3681.25| 0.12000 4417.50 ASPHALT FOR TACK COAT | | | 0019 603-91714 7007.000 m | 75.50000 529028.50| 82.05000 574924.35| 77.00000 539539.00 FENCE, RAIL, WOOD | | | 0020 604-04785 7.000 EACH| 900.00000 6300.00| 471.97000 3303.79| 2940.00000 20580.00 RAMP | | | 0021 611-05330 29.800 m2 | 52.75000 1571.95| 70.72000 2107.46| 40.00000 1192.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0022 616-02320 187.000 m2 | 2.00000 374.00| 5.24000 979.88| 3.00000 561.00 GEOTEXTILES | | | 0023 616-06405 143.000 Mg | 24.20000 3460.60| 37.51000 5363.93| 19.00000 2717.00 RIPRAP, REVETMENT | | | 0024 621-06545 10.200 Mg | 555.00000 5661.00| 603.88000 6159.58| 555.00000 5661.00 FERTILIZER | | | 0025 621-06554 1973.000 kg | 8.40000 16573.20| 9.14000 18033.22| 8.50000 16770.50 SEED MIXTURE, U | | | 0026 621-06565 52.000 Mg | 427.00000 22204.00| 464.61000 24159.72| 427.00000 22204.00 MULCHING MATERIAL | | | 0027 621-06570 3522.000 m3 | 28.80000 101433.60| 34.17000 120346.74| 18.00000 63396.00 TOP SOIL | | | 0028 702-51005 557.050 m3 | 550.00000 306377.50| 516.84000 287905.72| 920.00000 512486.00 CONCRETE, A, SUBSTRUCTURE | | | 0029 703-51030 21706.010 kg | 1.30000 28217.81| 1.90000 41241.42| 1.30000 28217.81 REINFORCING STEEL | | | 0030 703-51032 6017.060 kg | 1.50000 9025.59| 2.18000 13117.19| 1.35000 8123.03 REINFORCING STEEL, EPOXY COATED | | | 0031 711-51114 64.000 EACH| 50.00000 3200.00| 16.32000 1044.48| 14.50000 928.00 ANCHOR BOLT, AR22 | | | 0032 712-03862 LUMP| 351210.00000 351210.00| 575185.00000 575185.00| 514744.00000 514744.00 PREFABRICATED BRIDGE CLEVELAND STREET | | | 0033 712-03862 LUMP| 51350.00000 51350.00| 59844.12000 59844.12| 82112.00000 82112.00 PREFABRICATED BRIDGE LAKE GEORGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 101 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,865,332.86 ROUTE : CALL ORDER : 101 CONTRACT ID : R -23200-B COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1035114 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-13010 19.000 m | 108.80000 2067.20| 167.27000 3178.13| 67.00000 1273.00 PIPE, GROUP L, 300mm | | | 0035 715-46000 6.000 EACH| 180.00000 1080.00| 440.34000 2642.04| 134.00000 804.00 PIPE END SECTION, 300 mm | | | 0036 724-51925 39.060 m | 297.20000 11608.63| 272.02000 10625.10| 315.00000 12303.90 STRUCTURAL EXPANSION JOINT, SS | | | 0037 802-03896 107.000 EACH| 655.00000 70085.00| 591.33000 63272.31| 655.00000 70085.00 BOLLARD , PRO-STOP, MODEL NO. I-32 | | | 0038 802-03896 80.000 EACH| 1325.00000 106000.00| 1109.75000 88780.00| 1325.00000 106000.00 BOLLARD , PRO-STOP, MODEL NO. T-32-18-3 | | | 0039 802-76025 64.071 m2 | 118.40000 7586.01| 128.83000 8254.27| 140.00000 8969.94 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0040 802-76055 282.355 m | 26.24000 7409.00| 8.70000 2456.49| 13.00000 3670.62 SIGN POST, A | | | 0041 808-75056 3580.500 m | 0.98000 3508.89| 1.07000 3831.14| 1.20000 4296.60 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 200 mm | | | SECTION TOTALS | $ 2,580,819.38| $ 2,916,048.66| $ 2,921,403.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,580,819.38| $ 2,916,048.66| $ 2,921,403.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 105 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,540,148.16 ROUTE : SR 32 CALL ORDER : 105 CONTRACT ID : R -24069-B COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 200 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1004007 1004009 1004007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 3,618,169.28 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 3,769,001.70 104.1687% ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0999231 | |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT AND BRIDGE REHABILITATION | | | 0001 105-01925 24.000 MOS | 1448.06000 34753.44| 1477.31000 35455.44| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 78304.17000 78304.17| 77514.14000 77514.14| CONSTRUCTION ENGINEERING | | | 0003 108-01614 LUMP| 4704.78000 4704.78| 9995.24000 9995.24| PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 180000.00000 180000.00| 188450.00000 188450.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 66954.91000 66954.91| 37690.00000 37690.00| CLEARING RIGHT OF WAY | | | 0006 202-02240 10022.000 m2 | 5.99000 60031.78| 5.97000 59831.34| PAVEMENT, REMOVE | | | 0007 202-02245 3.000 EACH| 163.36000 490.08| 76.49000 229.47| TREE, 150 mm, REMOVE | | | 0008 202-02250 14.000 EACH| 490.08000 6861.12| 101.99000 1427.86| TREE, 250 mm, REMOVE | | | 0009 202-02255 25.000 EACH| 762.35000 19058.75| 254.98000 6374.50| TREE, 460 mm, REMOVE | | | 0010 202-02260 15.000 EACH| 1633.61000 24504.15| 917.93000 13768.95| TREE, 760 mm, REMOVE | | | 0011 202-02265 13.000 EACH| 2178.14000 28315.82| 1325.90000 17236.70| TREE, 1220 mm, REMOVE | | | 0012 202-02278 3599.000 m | 4.52000 16267.48| 6.03000 21701.97| CURB, CONCRETE, REMOVE | | | 0013 202-51133 28.000 m | 8.55000 239.40| 71.39000 1998.92| RAILING, REMOVE | | | 0014 202-51328 LUMP| 3442.49000 3442.49| 10199.23000 10199.23| PRESENT STRUCTURE, REMOVE PORTIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 105 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,540,148.16 ROUTE : SR 32 CALL ORDER : 105 CONTRACT ID : R -24069-B COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0999231 | |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-60820 581.000 m2 | 2.36000 1371.16| 3.55000 2062.55| SURFACE MILLING, ASPHALT | | | 0016 202-60822 152.000 m2 | 3.56000 541.12| 3.55000 539.60| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0017 202-90592 24.000 m2 | 26.45000 634.80| 142.79000 3426.96| EXPANSION JOINT, REMOVE | | | 0018 202-91922 2.000 EACH| 457.41000 914.82| 152.99000 305.98| STUMP, REMOVE | | | 0019 203-02000 11117.000 m3 | 12.88000 143186.96| 21.00000 233457.00| EXCAVATION, COMMON | | | 0020 205-02224 56.000 m | 14.70000 823.20| 13.77000 771.12| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0021 205-02229 12.000 m | 16.34000 196.08| 15.30000 183.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0022 205-02237 80.000 EACH| 38.12000 3049.60| 35.70000 2856.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0023 205-02770 325.000 m2 | 2.18000 708.50| 2.04000 663.00| EROSION CONTROL BLANKET | | | 0024 211-02060 9818.000 m3 | 20.43000 200581.74| 16.53000 162291.54| B BORROW FOR STRUCTURE BACKFILL | | | 0025 303-04075 1.000 Mg | 17.99000 17.99| 32.93000 32.93| COMPACTED AGGREGATE, O, 73 | | | 0026 303-52308 836.000 Mg | 16.32000 13643.52| 28.17000 23550.12| COMPACTED AGGREGATE, O, 53 | | | 0027 305-05204 27.000 Mg | 108.91000 2940.57| 101.99000 2753.73| HMA FOR PATCHING | | | 0028 401-05437 13886.000 Mg | 45.74000 635145.64| 42.84000 594876.24| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0029 401-05455 4313.000 Mg | 46.83000 201977.79| 43.86000 189168.18| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0030 401-05456 1961.000 Mg | 57.18000 112129.98| 53.55000 105011.55| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0031 406-05520 22.000 Mg | 217.81000 4791.82| 203.98000 4487.56| ASPHALT FOR TACK COAT | | | 0032 601-01522 2.000 EACH| 1415.79000 2831.58| 1325.90000 2651.80| GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-04746 4.000 EACH| 4900.82000 19603.28| 4589.65000 18358.60| ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 105 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,540,148.16 ROUTE : SR 32 CALL ORDER : 105 CONTRACT ID : R -24069-B COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0999231 | |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 601-94689 4.000 EACH| 3485.03000 13940.12| 3263.75000 13055.00| GUARDRAIL END TREATMENT, OS | | | 0035 601-97774 1.000 EACH| 2395.96000 2395.96| 2243.83000 2243.83| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0036 601-99105 34.000 m | 54.45000 1851.30| 51.00000 1734.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0037 601-99123 2.000 EACH| 1960.33000 3920.66| 1835.86000 3671.72| GUARDRAIL TRANSITION, GP | | | 0038 602-06646 178.000 m | 48.95000 8713.10| 90.12000 16041.36| TEMPORARY CONCRETE BARRIER | | | 0039 603-02736 6.000 m | 41.57000 249.42| 193.79000 1162.74| FENCE, WOOD, REMOVE AND RESET | | | 0040 604-06069 752.000 m2 | 27.73000 20852.96| 35.92000 27011.84| CURB RAMP, CONCRETE | | | 0041 604-44251 2.000 m3 | 893.10000 1786.20| 839.94000 1679.88| STEPS, CONCRETE | | | 0042 604-91531 5606.000 m2 | 27.23000 152651.38| 24.70000 138468.20| SIDEWALK, CONCRETE, 100 mm | | | 0043 604-91531 31.000 m2 | 58.99000 1828.69| 327.15000 10141.65| SIDEWALK, CONCRETE, 100 mm SNOW MELTING | | | 0044 605-06090 28.000 m | 48.49000 1357.72| 122.39000 3426.92| CURB, INTEGRAL, CONCRETE | | | 0045 605-06120 20.000 m | 56.32000 1126.40| 58.15000 1163.00| CURB, CONCRETE , BARRIER | | | 0046 605-06120 10.000 m | 47.72000 477.20| 58.73000 587.30| CURB, CONCRETE , ROLLED, MOUNTABLE | | | 0047 605-06140 3603.000 m | 31.52000 113566.56| 33.34000 120124.02| CURB AND GUTTER, CONCRETE , COMBINED | | | 0048 610-05527 3000.000 Mg | 80.05000 240150.00| 74.96000 224880.00| HMA FOR APPROACHES | | | 0049 610-06257 166.000 m2 | 49.09000 8148.94| 69.35000 11512.10| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0050 611-03319 107.000 m2 | 37.60000 4023.20| 35.21000 3767.47| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | PLAIN, HIGH EARLY STRENGTH, 150 mm | | | 0051 611-05330 3643.000 m2 | 38.67000 140874.81| 34.30000 124954.90| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0052 611-06497 4.000 EACH| 157.92000 631.68| 147.89000 591.56| MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 105 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,540,148.16 ROUTE : SR 32 CALL ORDER : 105 CONTRACT ID : R -24069-B COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0999231 | |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 611-06498 6.000 EACH| 201.48000 1208.88| 188.69000 1132.14| MAILBOX ASSEMBLY, DOUBLE | | | 0054 616-02320 61.000 m2 | 2.02000 123.22| 22.70000 1384.70| GEOTEXTILES | | | 0055 616-06405 58.000 Mg | 28.56000 1656.48| 23.75000 1377.50| RIPRAP, REVETMENT | | | 0056 621-01004 1.000 EACH| 1034.62000 1034.62| 968.93000 968.93| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0057 621-06559 325.000 m2 | 1.52000 494.00| 1.43000 464.75| MULCHED SEEDING, R | | | 0058 621-06575 9536.000 m2 | 3.54000 33757.44| 3.31000 31564.16| SODDING, NURSERY | | | 0059 622-05650 93.000 EACH| 397.51000 36968.43| 372.27000 34621.11| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0060 702-51005 4.000 m3 | 381.92000 1527.68| 2039.85000 8159.40| CONCRETE, A, SUBSTRUCTURE | | | 0061 702-51863 536.000 EACH| 2.68000 1436.48| 12.24000 6560.64| FIELD DRILLED HOLE IN CONCRETE | | | 0062 703-51030 2372.000 kg | 1.44000 3415.68| 2.29000 5431.88| REINFORCING STEEL | | | 0063 703-51032 1034.000 kg | 1.45000 1499.30| 2.29000 2367.86| REINFORCING STEEL, EPOXY COATED | | | 0064 703-90976 451.000 kg | 1.42000 640.42| 2.29000 1032.79| REINFORCING STEEL, GRADE 60 | | | 0065 706-03872 4.000 m | 424.74000 1698.96| 397.77000 1591.08| RAILING, ALUMINUM , 37 mm | | | 0066 706-51025 28.000 m | 348.96000 9770.88| 525.00000 14700.00| CONCRETE, C, RAILING | | | 0067 709-51821 LUMP| 1481.14000 1481.14| 1387.10000 1387.10| SURFACE SEAL | | | 0068 715-04855 1.000 EACH| 872.35000 872.35| 912.53000 912.53| PIPE END SECTION, 1050 mm | | | 0069 715-05024 719.000 m | 206.22000 148272.18| 161.76000 116305.44| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0070 715-05146 4.000 m | 6.07000 24.28| 102.66000 410.64| PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0071 715-05147 9.000 m | 15.30000 137.70| 88.41000 795.69| PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0072 715-05149 672.000 m | 47.61000 31993.92| 109.24000 73409.28| PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 105 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,540,148.16 ROUTE : SR 32 CALL ORDER : 105 CONTRACT ID : R -24069-B COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0999231 | |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 715-05151 401.000 m | 65.97000 26453.97| 65.66000 26329.66| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0074 715-05152 59.000 m | 76.29000 4501.11| 77.14000 4551.26| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0075 715-05153 36.000 m | 83.82000 3017.52| 71.61000 2577.96| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0076 715-05154 390.000 m | 99.71000 38886.90| 87.15000 33988.50| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0077 715-05156 332.000 m | 143.54000 47655.28| 123.53000 41011.96| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0078 715-05159 129.000 m | 283.44000 36563.76| 213.51000 27542.79| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0079 715-05203 4009.000 m | 8.04000 32232.36| 4.87000 19523.83| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0080 715-05408 10.000 m | 14.48000 144.80| 196.74000 1967.40| PIPE, SANITARY SEWER, 200 mm | | | 0081 715-05428 3.000 m | 61.13000 183.39| 591.83000 1775.49| PIPE, SLOTTED VANE DRAIN, 300 mm | | | 0082 715-05711 10.000 m | 11.62000 116.20| 200.35000 2003.50| PIPE, SANITARY SEWER, 150 mm | | | 0083 715-44240 4.000 m3 | 313.85000 1255.40| 407.06000 1628.24| CONCRETE, A, STRUCTURES | | | 0084 715-46000 1.000 EACH| 153.12000 153.12| 210.47000 210.47| PIPE END SECTION, 300 mm | | | 0085 715-46005 4.000 EACH| 136.57000 546.28| 222.70000 890.80| PIPE END SECTION, 375 mm | | | 0086 715-46010 1.000 EACH| 232.41000 232.41| 244.12000 244.12| PIPE END SECTION, 450 mm | | | 0087 715-46020 1.000 EACH| 265.08000 265.08| 277.78000 277.78| PIPE END SECTION, 600 mm | | | 0088 715-46030 1.000 EACH| 510.77000 510.77| 426.69000 426.69| PIPE END SECTION, 750 mm | | | 0089 715-46040 2.000 EACH| 474.18000 948.36| 502.16000 1004.32| PIPE END SECTION, 900 mm | | | 0090 718-52610 614.000 m3 | 37.03000 22736.42| 33.82000 20765.48| AGGREGATE FOR UNDERDRAINS | | | 0091 718-99153 7697.000 m2 | 1.74000 13392.78| 1.15000 8851.55| GEOTEXTILES FOR UNDERDRAIN | | | 0092 720-01092 9.000 EACH| 3213.09000 28917.81| 2184.86000 19663.74| MANHOLE, J15, MODIFIED | | | 0093 720-02812 2.000 EACH| 901.50000 1803.00| 399.85000 799.70| INLET, YD DT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 105 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,540,148.16 ROUTE : SR 32 CALL ORDER : 105 CONTRACT ID : R -24069-B COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0999231 | |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 720-03988 6.000 EACH| 3463.03000 20778.18| 3345.30000 20071.80| MANHOLE, J4, DROP | | | 0095 720-44000 35.000 EACH| 130.14000 4554.90| 273.95000 9588.25| CASTING, ADJUST TO GRADE | | | 0096 720-44025 1.000 EACH| 396.97000 396.97| 434.08000 434.08| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0097 720-45005 8.000 EACH| 971.91000 7775.28| 925.97000 7407.76| INLET, A2 | | | 0098 720-45045 47.000 EACH| 1127.76000 53004.72| 994.31000 46732.57| INLET, J10 | | | 0099 720-45055 2.000 EACH| 1119.64000 2239.28| 999.41000 1998.82| INLET, M10 | | | 0100 720-45075 2.000 EACH| 1060.85000 2121.70| 1013.68000 2027.36| INLET, R13 | | | 0101 720-45260 1.000 EACH| 1030.06000 1030.06| 606.82000 606.82| PIPE CATCH BASIN, 300 mm | | | 0102 720-45410 11.000 EACH| 1700.60000 18706.60| 1346.68000 14813.48| MANHOLE, C4 | | | 0103 720-93501 1.000 EACH| 6588.75000 6588.75| 6131.94000 6131.94| MANHOLE, L4 | | | 0104 720-94602 2.000 EACH| 5118.98000 10237.96| 3608.65000 7217.30| MANHOLE, K4, DROP | | | 0105 720-94612 1.000 EACH| 4336.64000 4336.64| 2915.32000 2915.32| MANHOLE, K4 | | | 0106 720-95422 10.000 EACH| 3042.78000 30427.80| 1760.90000 17609.00| MANHOLE, J4 | | | 0107 720-98174 11.000 EACH| 1638.38000 18022.18| 1383.92000 15223.12| INLET, B15 | | | 0108 720-98555 5.000 EACH| 1623.95000 8119.75| 1383.92000 6919.60| INLET, C15 | | | 0109 722-51842 152.000 m2 | 49.33000 7498.16| 86.69000 13176.88| BRIDGE DECK OVERLAY | | | 0110 722-51846 0.400 m3 | 395.00000 158.00| 395.00000 158.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0111 722-51852 30.000 m2 | 35.08000 1052.40| 73.43000 2202.90| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0112 724-03276 48.000 m | 196.03000 9409.44| 407.97000 19582.56| EXPANSION JOINT SEALING SYSTEM | | | 0113 728-98377 LUMP| 1568.26000 1568.26| 1468.69000 1468.69| MASONRY COATING | | | 0114 730-26730 1.000 EACH| 2874.06000 2874.06| 6465.01000 6465.01| GRATED BOX END SECTION, II, 4:1, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 105 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,540,148.16 ROUTE : SR 32 CALL ORDER : 105 CONTRACT ID : R -24069-B COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0999231 | |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 732-94780 68.000 EACH| 653.02000 44405.36| 1105.56000 75178.08| WATER SERVICE CONNECTION | | | 0116 801-03290 3.000 EACH| 250.49000 751.47| 280.48000 841.44| CONSTRUCTION SIGN, C | | | 0117 801-04308 12.000 EACH| 490.08000 5880.96| 433.47000 5201.64| ROAD CLOSURE SIGN ASSEMBLY | | | 0118 801-06203 210.000 m | 0.76000 159.60| 4.00000 840.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0119 801-06207 155.000 m | 3.54000 548.70| 4.00000 620.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0120 801-06216 60.000 m | 4.57000 274.20| 4.20000 252.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0121 801-06606 32.000 EACH| 179.70000 5750.40| 137.69000 4406.08| BARRICADE, IIIB | | | 0122 801-06625 32.000 EACH| 108.91000 3485.12| 117.29000 3753.28| DETOUR ROUTE MARKER ASSEMBLY | | | 0123 801-06640 21.000 EACH| 201.48000 4231.08| 198.88000 4176.48| CONSTRUCTION SIGN, A | | | 0124 801-06645 7.000 EACH| 49.01000 343.07| 56.10000 392.70| CONSTRUCTION SIGN, B | | | 0125 801-06775 LUMP| 35767.69000 35767.69| 246223.11000 246223.11| MAINTAINING TRAFFIC | | | 0126 802-02922 408.000 m | 28.53000 11640.24| 21.68000 8845.44| SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | 0127 802-76025 14.000 m2 | 120.11000 1681.54| 167.87000 2350.18| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0128 802-76035 46.000 m2 | 146.15000 6722.90| 180.88000 8320.48| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0129 805-01815 8.000 EACH| 1796.97000 14375.76| 1527.32000 12218.56| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0130 805-01842 8.000 EACH| 707.90000 5663.20| 667.78000 5342.24| HANDHOLE, SIGNAL | | | 0131 805-02087 LUMP| 871.26000 871.26| 2222.85000 2222.85| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0132 805-02152 8.000 EACH| 566.32000 4530.56| 355.60000 2844.80| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 105 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,540,148.16 ROUTE : SR 32 CALL ORDER : 105 CONTRACT ID : R -24069-B COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0999231 | |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 805-03956 8.000 EACH| 326.72000 2613.76| 195.74000 1565.92| JUNCTION BOX, SIGNAL CIRCUIT | | | 0134 805-06592 240.000 m | 35.94000 8625.60| 37.78000 9067.20| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0135 805-78100 2.000 EACH| 8549.20000 17098.40| 8292.78000 16585.56| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0136 805-78205 16.000 EACH| 490.08000 7841.28| 340.19000 5443.04| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0137 805-78415 8.000 EACH| 1796.97000 14375.76| 1218.89000 9751.12| SPAN, CATENARY, AND TETHER | | | 0138 805-78445 2.000 EACH| 435.63000 871.26| 481.08000 962.16| SIGNAL SERVICE | | | 0139 805-78467 12.000 m | 4.90000 58.80| 4.60000 55.20| SIGNAL CABLE, 3C 8GA. | | | 0140 805-78470 1272.000 m | 1.09000 1386.48| 0.70000 890.40| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0141 805-78485 434.000 m | 3.38000 1466.92| 3.26000 1414.84| SIGNAL CABLE, 5C 14GA. | | | 0142 805-78490 420.000 m | 3.92000 1646.40| 3.34000 1402.80| SIGNAL CABLE, 7C 14GA. | | | 0143 805-78510 841.000 m | 3.27000 2750.07| 2.66000 2237.06| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0144 805-78746 142.000 m | 76.23000 10824.66| 57.01000 8095.42| PREFORMED LOOP DETECTORS | | | 0145 805-78785 7.000 EACH| 381.17000 2668.19| 573.64000 4015.48| SIGNAL DETECTOR HOUSING | | | 0146 805-78795 318.000 m | 33.76000 10735.68| 24.15000 7679.70| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0147 805-78900 2.000 EACH| 490.08000 980.16| 376.20000 752.40| PEDESTAL FOUNDATION, A | | | 0148 805-78925 2.000 EACH| 598.99000 1197.98| 930.96000 1861.92| CONTROLLER CABINET FOUNDATION, P1 | | | 0149 805-81032 8.000 EACH| 2668.22000 21345.76| 2400.79000 19206.32| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0150 805-90005 2.000 EACH| 566.32000 1132.64| 341.30000 682.60| SIGNAL PEDESTAL, 3.0 m | | | 0151 805-96121 4.000 EACH| 108.91000 435.64| 98.71000 394.84| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0152 806-01851 LUMP| 15029.17000 15029.17| 23797.57000 23797.57| TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 105 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,540,148.16 ROUTE : SR 32 CALL ORDER : 105 CONTRACT ID : R -24069-B COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-0999231 | |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 808-01226 6.000 EACH| 152.47000 914.82| 40.80000 244.80| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0154 808-06703 135.000 m | 1.00000 135.00| 0.80000 108.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0155 808-06716 146.000 m | 1.79000 261.34| 3.57000 521.22| LINE, REMOVE | | | 0156 808-75240 36.000 m | 1.09000 39.24| 0.80000 28.80| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0157 808-75245 4330.000 m | 1.00000 4330.00| 0.80000 3464.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0158 808-75274 183.000 m | 2.72000 497.76| 2.91000 532.53| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0159 808-75278 29.000 m | 4.08000 118.32| 8.67000 251.43| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0160 808-75297 208.000 m | 10.35000 2152.80| 8.67000 1803.36| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0161 808-75300 794.000 m | 1.50000 1191.00| 2.29000 1818.26| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0162 808-75320 13.000 EACH| 46.83000 608.79| 45.90000 596.70| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0163 808-75325 9.000 EACH| 59.90000 539.10| 65.28000 587.52| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0164 808-75994 6.000 EACH| 10.89000 65.34| 20.40000 122.40| PRISMATIC REFLECTOR | | | 0165 808-75996 6.000 EACH| 25.23000 151.38| 21.39000 128.34| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 3,618,169.28| $ 3,769,001.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,618,169.28| $ 3,769,001.70| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 121 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 686,306.85 ROUTE : US 6 CALL ORDER : 121 CONTRACT ID : R -24572-A COUNTIES : LAPORTE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2124004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 516,016.01 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 649,592.43 125.8860% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 661,877.93 128.2669% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1339168 |(3) 35-0918397 |PHEND & BROWN, INC. |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 6.000 MOS | 1400.00000 8400.00| 2223.33000 13339.98| 1300.00000 7800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11500.00000 11500.00| 9107.62000 9107.62| 11610.00000 11610.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 32522.26000 32522.26| 18302.66000 18302.66 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8500.00000 8500.00| 5609.66000 5609.66| 8166.24000 8166.24 CLEARING RIGHT OF WAY | | | 0005 202-02240 23.000 m2 | 16.00000 368.00| 62.52000 1437.96| 50.00000 1150.00 PAVEMENT, REMOVE | | | 0006 202-02271 1.000 EACH| 236.00000 236.00| 404.72000 404.72| 365.00000 365.00 HEADWALL, REMOVE | | | 0007 202-96133 17.000 m | 66.00000 1122.00| 40.19000 683.23| 110.00000 1870.00 PIPE, REMOVE | | | 0008 203-02000 9683.000 m3 | 9.30000 90051.90| 13.16000 127428.28| 18.65000 180587.95 EXCAVATION, COMMON | | | 0009 203-02070 1280.000 m3 | 8.70000 11136.00| 24.50000 31360.00| 21.55000 27584.00 BORROW | | | 0010 205-02224 348.000 m | 5.60000 1948.80| 5.60000 1948.80| 6.05000 2105.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02234 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 54.00000 108.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 205-02236 2.000 EACH| 60.00000 120.00| 60.00000 120.00| 64.80000 129.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 211-02060 47.000 m3 | 24.00000 1128.00| 51.25000 2408.75| 160.00000 7520.00 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 121 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 686,306.85 ROUTE : US 6 CALL ORDER : 121 CONTRACT ID : R -24572-A COUNTIES : LAPORTE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1339168 |(3) 35-0918397 |PHEND & BROWN, INC. |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 212-06281 5911.000 m3 | 2.20000 13004.20| 7.49000 44273.39| 4.25000 25121.75 STOCKPILED SELECTED MATERIAL | | | 0015 212-06282 5320.000 m3 | 2.70000 14364.00| 7.92000 42134.40| 4.30000 22876.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0016 303-52309 812.000 Mg | 18.00000 14616.00| 21.80000 17701.60| 15.50000 12586.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0017 303-98541 79.300 Mg | 22.00000 1744.60| 30.58000 2424.99| 37.00000 2934.10 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0018 305-05204 10.000 Mg | 140.00000 1400.00| 140.00000 1400.00| 140.00000 1400.00 HMA FOR PATCHING | | | 0019 402-05468 1437.800 Mg | 39.50000 56793.10| 39.38000 56620.56| 39.40000 56649.32 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 794.400 Mg | 40.00000 31776.00| 39.90000 31696.56| 39.90000 31696.56 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 566.700 Mg | 50.00000 28335.00| 50.10000 28391.67| 50.10000 28391.67 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 270.000 Mg | 48.50000 13095.00| 48.40000 13068.00| 48.40000 13068.00 HMA BASE 25.0 mm, SHOULDER | | | 0023 402-05495 299.700 Mg | 55.70000 16693.29| 53.00000 15884.10| 53.00000 15884.10 HMA WEDGE AND LEVEL | | | 0026 405-05517 5.630 Mg | 440.00000 2477.20| 440.00000 2477.20| 440.00000 2477.20 ASPHALT FOR PRIME COAT | | | 0027 406-05520 6.130 Mg | 600.00000 3678.00| 600.00000 3678.00| 600.00000 3678.00 ASPHALT FOR TACK COAT | | | 0028 610-05527 70.300 Mg | 110.00000 7733.00| 110.00000 7733.00| 110.00000 7733.00 HMA FOR APPROACHES | | | 0029 611-05330 171.000 m2 | 50.00000 8550.00| 44.60000 7626.60| 35.50000 6070.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 615-06490 38.000 EACH| 139.00000 5282.00| 203.05000 7715.90| 145.80000 5540.40 RIGHT OF WAY MARKER | | | 0031 621-01004 1.000 EACH| 750.00000 750.00| 750.00000 750.00| 810.00000 810.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-02468 185.000 kg | 5.20000 962.00| 5.20000 962.00| 5.62000 1039.70 SEED MIXTURE, GRASS, 1 | | | 0033 621-06545 1.320 Mg | 770.00000 1016.40| 770.00000 1016.40| 831.60000 1097.71 FERTILIZER | | | 0034 621-06565 5.700 Mg | 660.00000 3762.00| 660.00000 3762.00| 712.80000 4062.96 MULCHING MATERIAL | | | 0035 621-06570 51.000 m3 | 26.50000 1351.50| 52.55000 2680.05| 66.00000 3366.00 TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 121 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 686,306.85 ROUTE : US 6 CALL ORDER : 121 CONTRACT ID : R -24572-A COUNTIES : LAPORTE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1339168 |(3) 35-0918397 |PHEND & BROWN, INC. |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06574 270.000 m2 | 10.75000 2902.50| 10.75000 2902.50| 11.61000 3134.70 SODDING | | | 0037 621-06737 67.900 kg | 78.75000 5347.13| 78.75000 5347.13| 85.05000 5774.90 SEED MIXTURE, EMERGENT WETLAND | | | 0038 622-91786 50.000 EACH| 12.00000 600.00| 12.00000 600.00| 12.96000 648.00 SEEDLING | | | 0039 715-05019 3.500 m | 180.00000 630.00| 657.74000 2302.09| 885.00000 3097.50 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0040 715-05119 27.500 m | 70.00000 1925.00| 156.25000 4296.88| 96.50000 2653.75 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0041 715-05151 59.900 m | 70.00000 4193.00| 242.05000 14498.80| 200.00000 11980.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0042 715-46005 3.000 EACH| 400.00000 1200.00| 738.19000 2214.57| 505.00000 1515.00 PIPE END SECTION, 375 mm | | | 0043 715-46040 1.000 EACH| 800.00000 800.00| 954.18000 954.18| 1265.00000 1265.00 PIPE END SECTION, 900 mm | | | 0044 720-45035 2.000 EACH| 1000.00000 2000.00| 1763.38000 3526.76| 1080.00000 2160.00 INLET, F7 | | | 0046 730-97686 1.000 EACH| 7000.00000 7000.00| 4852.72000 4852.72| 4470.00000 4470.00 GRATED BOX END SECTION, II, 10:1, 375 mm| | | 0047 801-06203 1909.000 m | 1.00000 1909.00| 0.49000 935.41| 1.08000 2061.72 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0048 801-06606 9.000 EACH| 76.00000 684.00| 45.00000 405.00| 82.08000 738.72 BARRICADE, IIIB | | | 0049 801-06640 46.000 EACH| 65.00000 2990.00| 69.00000 3174.00| 70.20000 3229.20 CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP| 42500.00000 42500.00| 21106.26000 21106.26| 26000.00000 26000.00 MAINTAINING TRAFFIC | | | 0051 802-02475 2.000 EACH| 149.00000 298.00| 125.00000 250.00| 160.92000 321.84 SIGN, PANEL, REMOVE AND RELOCATE | | | 0052 802-02489 11.700 m | 24.50000 286.65| 37.50000 438.75| 19.83000 232.01 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0053 802-05706 6.800 m | 30.75000 209.10| 29.00000 197.20| 14.17000 96.36 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0054 802-76025 0.450 m2 | 138.00000 62.10| 350.00000 157.50| 92.89000 41.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0055 802-76035 1.620 m2 | 148.20000 240.08| 240.00000 388.80| 185.76000 300.93 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 121 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 686,306.85 ROUTE : US 6 CALL ORDER : 121 CONTRACT ID : R -24572-A COUNTIES : LAPORTE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1339168 |(3) 35-0918397 |PHEND & BROWN, INC. |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 802-76045 1.688 m2 | 178.80000 301.81| 225.92000 381.35| 242.92000 410.05 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0057 808-06703 150.000 m | 1.00000 150.00| 1.30000 195.00| 1.08000 162.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0058 808-06713 1699.000 m | 0.35000 594.65| 0.65000 1104.35| 0.38000 645.62 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0059 808-75245 1616.000 m | 1.00000 1616.00| 1.30000 2100.80| 1.08000 1745.28 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0060 808-75297 15.000 m | 15.50000 232.50| 9.50000 142.50| 16.74000 251.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0061 808-75996 30.000 EACH| 16.00000 480.00| 18.97000 569.10| 14.00000 420.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 60.000 EACH| 33.50000 2010.00| 35.00000 2100.00| 36.18000 2170.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 801-06207 152.000 m | 23.00000 3496.00| 3.00000 456.00| 21.81000 3315.12 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0064 202-60820 625.000 m2 | 4.50000 2812.50| 2.50000 1562.50| 13.35000 8343.75 SURFACE MILLING, ASPHALT | | | 0065 203-02100 790.000 m3 | 7.00000 5530.00| 8.05000 6359.50| 17.00000 13430.00 EXCAVATION, PEAT | | | 0066 211-02050 950.000 m3 | 12.00000 11400.00| 23.91000 22714.50| 23.00000 21850.00 B BORROW | | | 0067 303-52308 960.000 Mg | 15.00000 14400.00| 14.91000 14313.60| 16.00000 15360.00 COMPACTED AGGREGATE, O, 53 | | | 0068 402-05490 50.000 Mg | 77.00000 3850.00| 77.00000 3850.00| 77.00000 3850.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0069 404-05511 1600.000 m2 | 3.60000 5760.00| 3.60000 5760.00| 3.60000 5760.00 SEAL COAT, 2 | | | 0070 801-04308 3.000 EACH| 74.00000 222.00| 79.00000 237.00| 79.92000 239.76 ROAD CLOSURE SIGN ASSEMBLY | | | 0071 801-06625 10.000 EACH| 39.00000 390.00| 73.00000 730.00| 42.12000 421.20 DETOUR ROUTE MARKER ASSEMBLY | | | SECTION TOTALS | $ 516,016.01| $ 649,592.43| $ 661,877.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 516,016.01| $ 649,592.43| $ 661,877.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 140 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : X540004 X575005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 3,641,711.84 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,645,076.08 100.0923% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 3,649,144.95 100.2041% 4 35-1045880 WEITZEL CONSTRUCTION CO $ 3,895,140.33 106.9590% 5 35-1151771 CALUMET ASPHALT PAVING CO $ 3,897,215.89 107.0160% 6 35-1357381 O'MARA, DAVE CONTRACTOR $ 3,968,323.28 108.9686% 7 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 4,028,265.36 110.6146% 8 35-1418333 ROGERS GROUP, INC. $ 4,324,000.00 118.7353% 9 35-0918397 RIETH RILEY CONSTRUCTION $ 4,363,867.49 119.8301% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 35-0999231 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION (3R/4R STANDARD) | | | 0001 105-01925 18.000 MOS | 1303.13000 23456.34| 2610.66000 46991.88| 1210.25000 21784.50 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 180904.60000 180904.60| 188500.00000 188500.00| 182457.00000 182457.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 73482.52000 73482.52| 37000.00000 37000.00| 121559.00000 121559.00 CLEARING RIGHT OF WAY | | | 0004 202-02240 109.000 m2 | 21.57000 2351.13| 10.64000 1159.76| 11.05000 1204.45 PAVEMENT, REMOVE | | | 0005 202-02245 11.000 EACH| 307.07000 3377.77| 257.33000 2830.63| 82.79000 910.69 TREE, 150 mm, REMOVE | | | 0006 202-02250 13.000 EACH| 342.01000 4446.13| 612.00000 7956.00| 137.99000 1793.87 TREE, 250 mm, REMOVE | | | 0007 202-02255 9.000 EACH| 390.27000 3512.43| 1360.00000 12240.00| 1324.70000 11922.30 TREE, 460 mm, REMOVE | | | 0008 202-02260 9.000 EACH| 489.67000 4407.03| 2244.00000 20196.00| 1324.70000 11922.30 TREE, 760 mm, REMOVE | | | 0009 202-02265 1.000 EACH| 1231.40000 1231.40| 2652.00000 2652.00| 2428.62000 2428.62 TREE, 1220 mm, REMOVE | | | 0010 202-60820 2178.000 m2 | 3.40000 7405.20| 3.88000 8450.64| 2.01000 4377.78 SURFACE MILLING, ASPHALT | | | 0011 202-91922 1.000 EACH| 178.29000 178.29| 382.50000 382.50| 55.20000 55.20 STUMP, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 35-0999231 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 203-02000 12936.200 m3 | 11.43000 147860.77| 22.64000 292875.57| 15.02000 194301.72 EXCAVATION, COMMON | | | 0013 203-51223 9120.000 m3 | 7.26000 66211.20| 9.71000 88555.20| 14.41000 131419.20 EXCAVATION, WATERWAY | | | 0014 205-02224 396.000 m | 6.64000 2629.44| 6.27000 2482.92| 6.79000 2688.84 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02228 603.000 m | 7.49000 4516.47| 27.44000 16546.32| 22.23000 13404.69 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0016 205-02229 13.000 m | 18.88000 245.44| 17.85000 232.05| 19.32000 251.16 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 205-02234 3.000 EACH| 53.95000 161.85| 51.00000 153.00| 55.20000 165.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 8.000 EACH| 53.95000 431.60| 51.00000 408.00| 55.20000 441.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-02237 70.000 EACH| 32.37000 2265.90| 30.60000 2142.00| 33.12000 2318.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0020 205-02770 12200.000 m2 | 1.83000 22326.00| 1.73000 21106.00| 1.88000 22936.00 EROSION CONTROL BLANKET | | | 0021 211-02050 9730.000 m3 | 23.85000 232060.50| 10.42000 101386.60| 17.55000 170761.50 B BORROW | | | 0022 303-04075 66.000 Mg | 28.87000 1905.42| 93.07000 6142.62| 42.43000 2800.38 COMPACTED AGGREGATE, O, 73 | | | 0023 303-52308 1076.100 Mg | 18.30000 19692.63| 34.65000 37286.87| 26.92000 28968.61 COMPACTED AGGREGATE, O, 53 | | | 0024 305-05204 699.900 Mg | 50.51000 35351.95| 45.00000 31495.50| 49.68000 34771.03 HMA FOR PATCHING | | | 0025 305-05206 534.800 Mg | 36.49000 19514.85| 32.00000 17113.60| 35.33000 18894.48 WIDENING WITH HMA | | | 0026 305-92470 109.000 m2 | 74.64000 8135.76| 168.30000 18344.70| 96.19000 10484.71 PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING , 225 mm, HIGH EARLY STRENGTH | | | 0027 401-05437 10016.000 Mg | 34.53000 345852.48| 32.00000 320512.00| 35.33000 353865.28 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0028 401-05455 3759.300 Mg | 36.69000 137928.72| 34.00000 127816.20| 37.53000 141086.53 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 35-0999231 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 401-05456 1707.900 Mg | 52.87000 90296.67| 49.00000 83687.10| 54.09000 92380.31 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0030 406-05520 18.800 Mg | 226.59000 4259.89| 210.00000 3948.00| 231.82000 4358.22 ASPHALT FOR TACK COAT | | | 0031 601-01621 1.000 EACH| 2643.55000 2643.55| 1785.00000 1785.00| 1931.86000 1931.86 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED | | | 0032 601-06037 2.000 EACH| 1348.75000 2697.50| 821.10000 1642.20| 888.65000 1777.30 GUARDRAIL END TREATMENT, I | | | 0033 603-02736 40.000 m | 205.01000 8200.40| 65.28000 2611.20| 70.65000 2826.00 FENCE, WOOD, REMOVE AND RESET | | | 0034 603-04099 3.000 EACH| 371.18000 1113.54| 469.20000 1407.60| 507.80000 1523.40 PIPE BOLLARD | | | 0035 604-06069 984.900 m2 | 55.33000 54494.52| 60.67000 59753.88| 54.25000 53430.83 CURB RAMP, CONCRETE | | | 0036 604-44251 3.000 m3 | 1031.50000 3094.50| 1131.04000 3393.12| 615.01000 1845.03 STEPS, CONCRETE | | | 0037 604-91531 4131.500 m2 | 25.63000 105890.35| 28.10000 116095.15| 25.04000 103452.76 SIDEWALK, CONCRETE, 100 mm | | | 0038 605-06120 41.000 m | 52.33000 2145.53| 70.64000 2896.24| 58.44000 2396.04 CURB, CONCRETE , BARRIER | | | 0039 605-06140 2830.300 m | 55.05000 155808.02| 44.25000 125240.78| 32.49000 91956.45 CURB AND GUTTER, CONCRETE | | | 0040 605-92578 181.000 m2 | 44.55000 8063.55| 40.80000 7384.80| 49.31000 8925.11 CURB WALK, CONCRETE | | | 0041 610-05527 2055.900 Mg | 47.48000 97614.13| 44.00000 90459.60| 48.57000 99855.06 HMA FOR APPROACHES | | | 0042 611-03319 111.000 m2 | 37.75000 4190.25| 41.39000 4594.29| 39.51000 4385.61 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | PLAIN, HIGH EARLY STRENGTH, 150 mm | | | 0043 611-05330 4100.000 m2 | 35.70000 146370.00| 39.15000 160515.00| 35.31000 144771.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0044 611-06497 9.000 EACH| 102.51000 922.59| 168.30000 1514.70| 182.15000 1639.35 MAILBOX ASSEMBLY, SINGLE | | | 0045 611-06498 6.000 EACH| 134.88000 809.28| 193.80000 1162.80| 209.74000 1258.44 MAILBOX ASSEMBLY, DOUBLE | | | 0046 616-02320 1148.000 m2 | 2.66000 3053.68| 2.00000 2296.00| 6.92000 7944.16 GEOTEXTILES | | | 0047 616-06405 1241.490 Mg | 18.12000 22495.80| 19.89000 24693.24| 23.66000 29373.65 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 35-0999231 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 621-01004 1.000 EACH| 323.70000 323.70| 306.00000 306.00| 331.18000 331.18 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-06575 9874.700 m2 | 3.34000 32981.50| 3.16000 31204.05| 3.42000 33771.47 SODDING, NURSERY | | | 0051 622-05626 16.000 EACH| 323.70000 5179.20| 306.00000 4896.00| 331.18000 5298.88 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0052 622-05645 24.000 EACH| 296.73000 7121.52| 280.50000 6732.00| 303.58000 7285.92 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1800 TO 2400 mm | | | 0053 622-05650 50.000 EACH| 388.44000 19422.00| 367.20000 18360.00| 397.41000 19870.50 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0054 702-51015 237.000 m3 | 339.00000 80343.00| 378.10000 89609.70| 336.09000 79653.33 CONCRETE, B, FOOTINGS | | | 0055 703-90976 4624.410 kg | 1.65000 7630.28| 1.84000 8508.91| 1.83000 8462.67 REINFORCING STEEL, GRADE 60 | | | 0056 706-92458 145.000 m | 169.53000 24581.85| 195.84000 28396.80| 211.95000 30732.75 HAND RAILING, WOOD | | | 0057 714-02544 16.000 EACH| 2000.00000 32000.00| 2570.09000 41121.44| 2811.72000 44987.52 WINGWALL, PRECAST CONCRETE | | | 0058 714-04733 48.000 m | 3647.81000 175094.88| 3451.39000 165666.72| 2956.47000 141910.56 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, | | | 0059 715-01354 148.000 m | 30.87000 4568.76| 19.54000 2891.92| 56.49000 8360.52 CLEAN EXISTING PIPE | | | 0060 715-01902 28.000 m | 56.11000 1571.08| 80.60000 2256.80| 74.29000 2080.12 WATER SERVICE LINE, 50 mm | | | 0061 715-02407 1.000 EACH| 1906.75000 1906.75| 834.96000 834.96| 2668.24000 2668.24 SAFETY METAL END SECTION, 4:1, 1200 mm | | | 0062 715-02907 256.000 m | 127.88000 32737.28| 89.71000 22965.76| 94.11000 24092.16 WATER LINE, 150 mm | | | 0063 715-02908 1723.000 m | 100.50000 173161.50| 77.26000 133118.98| 65.01000 112012.23 WATER LINE, 250 mm | | | 0064 715-02919 2.000 EACH| 437.21000 874.42| 306.99000 613.98| 478.60000 957.20 GATE VALVE, 50 mm | | | 0065 715-04612 101.000 m | 56.72000 5728.72| 64.75000 6539.75| 55.92000 5647.92 PIPE , PLASTIC CORRUG. DRAINAGE PIPE | | | 250 mm | | | 0066 715-04629 1.000 EACH| 1158.65000 1158.65| 1622.61000 1622.61| 1316.64000 1316.64 PIPE END SECTION, 1200mm X 1930mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 35-0999231 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0067 715-05024 274.000 m | 170.82000 46804.68| 103.98000 28490.52| 140.47000 38488.78 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0068 715-05048 3891.680 m | 7.82000 30432.94| 7.12000 27708.76| 6.24000 24284.08 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0069 715-05146 12.000 m | 63.05000 756.60| 69.33000 831.96| 72.99000 875.88 PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0070 715-05147 69.000 m | 33.11000 2284.59| 69.77000 4814.13| 83.70000 5775.30 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0071 715-05149 599.000 m | 48.00000 28752.00| 103.98000 62284.02| 73.74000 44170.26 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0072 715-05151 125.900 m | 63.47000 7990.87| 99.40000 12514.46| 73.45000 9247.36 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0073 715-05152 508.000 m | 84.90000 43129.20| 106.42000 54061.36| 77.06000 39146.48 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0074 715-05153 147.000 m | 80.89000 11890.83| 117.23000 17232.81| 88.55000 13016.85 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0075 715-05154 305.000 m | 99.57000 30368.85| 124.30000 37911.50| 97.57000 29758.85 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0076 715-05155 187.000 m | 125.40000 23449.80| 136.80000 25581.60| 116.78000 21837.86 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0077 715-05156 411.000 m | 160.47000 65953.17| 147.28000 60532.08| 124.57000 51198.27 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0078 715-05159 81.000 m | 232.79000 18855.99| 214.38000 17364.78| 195.28000 15817.68 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0079 715-05161 1.200 m | 468.93000 562.72| 532.73000 639.28| 675.42000 810.50 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0080 715-05203 149.000 m | 7.01000 1044.49| 6.39000 952.11| 20.18000 3006.82 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0081 715-05342 25.000 m | 395.53000 9888.25| 401.27000 10031.75| 454.84000 11371.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.95 | | | m2 | | | 0082 715-06629 1.000 EACH| 1385.76000 1385.76| 1070.70000 1070.70| 961.35000 961.35 PIPE END SECTION, MIN. AREA 0.95 m2 | | | 0083 715-46000 1.000 EACH| 187.03000 187.03| 270.11000 270.11| 268.48000 268.48 PIPE END SECTION, 300 mm | | | 0084 715-46005 2.000 EACH| 211.95000 423.90| 362.92000 725.84| 285.92000 571.84 PIPE END SECTION, 375 mm | | | 0085 715-46010 2.000 EACH| 245.60000 491.20| 366.33000 732.66| 313.92000 627.84 PIPE END SECTION, 450 mm | | | 0086 715-46020 2.000 EACH| 309.58000 619.16| 621.37000 1242.74| 379.58000 759.16 PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 35-0999231 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 715-46040 2.000 EACH| 629.42000 1258.84| 930.37000 1860.74| 562.83000 1125.66 PIPE END SECTION, 900 mm | | | 0088 715-90325 14.000 EACH| 283.11000 3963.54| 237.10000 3319.40| 305.62000 4278.68 PIPE END SECTION, 250 mm | | | 0089 715-93913 115.000 m | 191.83000 22060.45| 142.84000 16426.60| 173.65000 19969.75 WATER MAIN, 200 mm | | | 0090 715-95885 30.000 EACH| 671.61000 20148.30| 432.83000 12984.90| 640.34000 19210.20 GATE AND VALVE BOX, 150 mm | | | 0091 718-52610 595.600 m3 | 36.69000 21852.56| 34.68000 20655.41| 35.97000 21423.73 AGGREGATE FOR UNDERDRAINS | | | 0092 718-99153 7473.400 m2 | 1.62000 12106.91| 1.53000 11434.30| 1.28000 9565.95 GEOTEXTILES FOR UNDERDRAIN | | | 0093 720-01092 8.000 EACH| 2392.63000 19141.04| 2191.01000 17528.08| 2137.12000 17096.96 MANHOLE, J15, MODIFIED | | | 0094 720-02812 6.000 EACH| 701.11000 4206.66| 1091.19000 6547.14| 416.60000 2499.60 INLET, YD DT | | | 0095 720-44000 7.000 EACH| 511.25000 3578.75| 535.39000 3747.73| 346.32000 2424.24 CASTING, ADJUST TO GRADE | | | 0096 720-45005 3.000 EACH| 911.61000 2734.83| 972.22000 2916.66| 947.95000 2843.85 INLET, A2 | | | 0097 720-45030 1.000 EACH| 764.86000 764.86| 816.65000 816.65| 838.67000 838.67 INLET, E7 | | | 0098 720-45045 30.000 EACH| 990.38000 29711.40| 1055.73000 31671.90| 1091.46000 32743.80 INLET, J10 | | | 0099 720-45055 4.000 EACH| 1039.14000 4156.56| 1066.02000 4264.08| 1101.40000 4405.60 INLET, M10 | | | 0100 720-45075 3.000 EACH| 1059.84000 3179.52| 1080.89000 3242.67| 1074.90000 3224.70 INLET, R13 | | | 0101 720-45260 2.000 EACH| 646.08000 1292.16| 598.42000 1196.84| 448.76000 897.52 PIPE CATCH BASIN, 300 mm | | | 0102 720-45410 15.000 EACH| 1830.26000 27453.90| 1383.81000 20757.15| 1455.16000 21827.40 MANHOLE, C4 | | | 0103 720-90984 1.000 EACH| 1663.42000 1663.42| 1403.16000 1403.16| 1445.22000 1445.22 MANHOLE, C2 | | | 0104 720-93501 4.000 EACH| 5880.03000 23520.12| 4734.77000 18939.08| 4942.13000 19768.52 MANHOLE, L4 | | | 0105 720-94612 5.000 EACH| 3405.45000 17027.25| 2509.57000 12547.85| 2603.23000 13016.15 MANHOLE, K4 | | | 0106 720-95422 13.000 EACH| 2455.00000 31915.00| 1903.94000 24751.22| 1983.93000 25791.09 MANHOLE, J4 | | | 0107 720-98174 22.000 EACH| 1514.72000 33323.84| 1461.82000 32160.04| 1491.08000 32803.76 INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 35-0999231 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 720-98434 1.000 EACH| 1952.50000 1952.50| 809.78000 809.78| 3689.63000 3689.63 INLET, Z100 | | | 0109 720-98555 2.000 EACH| 1576.64000 3153.28| 1461.82000 2923.64| 1491.08000 2982.16 INLET, C15 | | | 0110 730-04611 1.000 EACH| 283.11000 283.11| 807.73000 807.73| 299.39000 299.39 SAFETY METAL END SECTION, 4:1, 300 mm | | | 0111 730-97755 1.000 EACH| 2524.87000 2524.87| 2470.78000 2470.78| 2484.55000 2484.55 GRATED BOX END SECTION, I, 3:1, 300 mm | | | 0112 732-02745 6.000 EACH| 867.86000 5207.16| 604.42000 3626.52| 971.52000 5829.12 GATE VALVE AND BOX, 200 mm | | | 0113 732-91742 13.000 EACH| 1965.60000 25552.80| 1600.00000 20800.00| 1606.31000 20882.03 FIRE HYDRANT | | | 0114 732-91742 3.000 EACH| 1708.44000 5125.32| 1600.00000 4800.00| 1225.57000 3676.71 FIRE HYDRANT , RELOCATE | | | 0115 732-94780 115.000 EACH| 983.71000 113126.65| 1009.88000 116136.20| 839.43000 96534.45 WATER SERVICE CONNECTION | | | 0116 732-98479 15.000 EACH| 1128.85000 16932.75| 838.92000 12583.80| 1230.94000 18464.10 GATE VALVE AND BOX, 250 mm | | | 0117 801-03290 1.000 EACH| 183.43000 183.43| 408.00000 408.00| 187.67000 187.67 CONSTRUCTION SIGN, C | | | 0118 801-04308 13.000 EACH| 323.70000 4208.10| 377.40000 4906.20| 331.18000 4305.34 ROAD CLOSURE SIGN ASSEMBLY | | | 0119 801-06203 203.000 m | 0.71000 144.13| 3.06000 621.18| 0.73000 148.19 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0120 801-06606 44.000 EACH| 107.90000 4747.60| 204.00000 8976.00| 110.39000 4857.16 BARRICADE, IIIB | | | 0121 801-06625 33.000 EACH| 97.11000 3204.63| 178.50000 5890.50| 99.35000 3278.55 DETOUR ROUTE MARKER ASSEMBLY | | | 0122 801-06640 19.000 EACH| 140.27000 2665.13| 204.00000 3876.00| 143.51000 2726.69 CONSTRUCTION SIGN, A | | | 0123 801-06775 LUMP| 46816.09000 46816.09| 50947.81000 50947.81| 84874.53000 84874.53 MAINTAINING TRAFFIC | | | 0124 802-02922 428.400 m | 21.14000 9056.38| 19.98000 8559.43| 29.81000 12770.60 SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | 0125 802-76025 19.000 m2 | 122.43000 2326.17| 115.74000 2199.06| 180.15000 3422.85 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0126 802-76035 39.370 m2 | 196.73000 7745.26| 185.98000 7322.03| 186.44000 7340.14 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 35-0999231 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0127 805-01815 4.000 EACH| 1354.12000 5416.48| 1280.08000 5120.32| 1682.13000 6728.52 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0128 805-01816 2.000 EACH| 849.29000 1698.58| 802.85000 1605.70| 1550.53000 3101.06 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0129 805-01842 8.000 EACH| 604.25000 4834.00| 571.21000 4569.68| 837.66000 6701.28 HANDHOLE, SIGNAL | | | 0130 805-02152 16.000 EACH| 319.06000 5104.96| 301.61000 4825.76| 448.14000 7170.24 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0131 805-02445 2.000 EACH| 7430.77000 14861.54| 7024.46000 14048.92| 7044.26000 14088.52 CONTROLLER CABINET, P1 | | | 0132 805-02639 2.000 EACH| 1851.68000 3703.36| 1750.43000 3500.86| 1930.36000 3860.72 SIGNAL POLE, MAST ARM 6.1 m | | | 0133 805-03176 2.000 EACH| 2318.13000 4636.26| 2191.38000 4382.76| 2484.01000 4968.02 SIGNAL POLE, MAST ARM 10.7 m | | | 0134 805-03956 4.000 EACH| 198.00000 792.00| 187.17000 748.68| 248.25000 993.00 JUNCTION BOX, SIGNAL CIRCUIT | | | 0135 805-05698 2.000 EACH| 849.29000 1698.58| 802.85000 1605.70| 1289.21000 2578.42 SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | 0136 805-06592 235.000 m | 31.60000 7426.00| 29.88000 7021.80| 43.89000 10314.15 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0137 805-78205 16.000 EACH| 353.09000 5649.44| 333.79000 5340.64| 385.74000 6171.84 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0138 805-78415 4.000 EACH| 1165.77000 4663.08| 1102.03000 4408.12| 950.38000 3801.52 SPAN, CATENARY, AND TETHER | | | 0139 805-78445 2.000 EACH| 414.91000 829.82| 392.22000 784.44| 335.77000 671.54 SIGNAL SERVICE | | | 0140 805-78467 5.000 m | 4.11000 20.55| 3.89000 19.45| 11.40000 57.00 SIGNAL CABLE, 3C 8GA. | | | 0141 805-78470 420.000 m | 1.11000 466.20| 1.05000 441.00| 0.36000 151.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0142 805-78485 467.000 m | 2.75000 1284.25| 2.60000 1214.20| 8.88000 4146.96 SIGNAL CABLE, 5C 14GA. | | | 0143 805-78490 323.000 m | 3.16000 1020.68| 2.99000 965.77| 8.62000 2784.26 SIGNAL CABLE, 7C 14GA. | | | 0144 805-78510 324.000 m | 2.45000 793.80| 2.32000 751.68| 3.70000 1198.80 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0145 805-78785 8.000 EACH| 534.25000 4274.00| 505.03000 4040.24| 709.72000 5677.76 SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 35-0999231 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0146 805-78795 420.000 m | 16.82000 7064.40| 15.90000 6678.00| 28.03000 11772.60 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0147 805-78925 2.000 EACH| 876.17000 1752.34| 828.26000 1656.52| 1045.50000 2091.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0148 805-81032 4.000 EACH| 2649.28000 10597.12| 2504.42000 10017.68| 2585.93000 10343.72 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0149 805-96121 16.000 EACH| 95.92000 1534.72| 90.68000 1450.88| 133.02000 2128.32 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0150 808-06703 151.200 m | 1.03000 155.74| 0.85000 128.52| 1.05000 158.76 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0151 808-75240 743.960 m | 1.03000 766.28| 0.85000 632.37| 1.05000 781.16 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0152 808-75245 3508.480 m | 0.99000 3473.40| 0.85000 2982.21| 1.02000 3578.65 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0153 808-75297 159.000 m | 10.42000 1656.78| 10.20000 1621.80| 10.66000 1694.94 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0154 808-75300 782.000 m | 1.49000 1165.18| 2.04000 1595.28| 1.52000 1188.64 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0155 808-75320 37.000 EACH| 46.40000 1716.80| 45.90000 1698.30| 47.47000 1756.39 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0156 808-75325 37.000 EACH| 59.35000 2195.95| 56.10000 2075.70| 60.72000 2246.64 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0157 621-06545 1.100 Mg | 706.75000 777.43| 668.10000 734.91| 723.07000 795.38 FERTILIZER | | | 0158 621-06553 232.000 kg | 8.63000 2002.16| 8.16000 1893.12| 8.83000 2048.56 SEED MIXTURE, R | | | SECTION TOTALS | $ 3,641,711.84| $ 3,645,076.08| $ 3,649,144.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,641,711.84| $ 3,645,076.08| $ 3,649,144.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1045880 |(5) 35-1151771 |(6) 35-1357381 |WEITZEL CONSTRUCTION CO |CALUMET ASPHALT PAVING CO |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION (3R/4R STANDARD) | | | 0001 105-01925 18.000 MOS | 1000.00000 18000.00| 2400.00000 43200.00| 500.00000 9000.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 185000.00000 185000.00| 195000.00000 195000.00| 180000.00000 180000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 36000.00000 36000.00| 38500.00000 38500.00| 34000.00000 34000.00 CLEARING RIGHT OF WAY | | | 0004 202-02240 109.000 m2 | 23.00000 2507.00| 15.72000 1713.48| 13.00000 1417.00 PAVEMENT, REMOVE | | | 0005 202-02245 11.000 EACH| 180.00000 1980.00| 79.10000 870.10| 265.00000 2915.00 TREE, 150 mm, REMOVE | | | 0006 202-02250 13.000 EACH| 270.00000 3510.00| 131.84000 1713.92| 650.00000 8450.00 TREE, 250 mm, REMOVE | | | 0007 202-02255 9.000 EACH| 360.00000 3240.00| 474.63000 4271.67| 1400.00000 12600.00 TREE, 460 mm, REMOVE | | | 0008 202-02260 9.000 EACH| 720.00000 6480.00| 738.31000 6644.79| 2400.00000 21600.00 TREE, 760 mm, REMOVE | | | 0009 202-02265 1.000 EACH| 2150.00000 2150.00| 949.26000 949.26| 2750.00000 2750.00 TREE, 1220 mm, REMOVE | | | 0010 202-60820 2178.000 m2 | 5.00000 10890.00| 4.09000 8908.02| 3.50000 7623.00 SURFACE MILLING, ASPHALT | | | 0011 202-91922 1.000 EACH| 1090.00000 1090.00| 210.95000 210.95| 400.00000 400.00 STUMP, REMOVE | | | 0012 203-02000 12936.200 m3 | 10.50000 135830.10| 14.52000 187833.62| 19.00000 245787.80 EXCAVATION, COMMON | | | 0013 203-51223 9120.000 m3 | 12.00000 109440.00| 7.50000 68400.00| 12.00000 109440.00 EXCAVATION, WATERWAY | | | 0014 205-02224 396.000 m | 7.00000 2772.00| 6.49000 2570.04| 6.00000 2376.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02228 603.000 m | 7.00000 4221.00| 14.75000 8894.25| 40.00000 24120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0016 205-02229 13.000 m | 19.00000 247.00| 18.46000 239.98| 18.00000 234.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 205-02234 3.000 EACH| 55.00000 165.00| 52.74000 158.22| 53.00000 159.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 8.000 EACH| 55.00000 440.00| 52.74000 421.92| 53.00000 424.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1045880 |(5) 35-1151771 |(6) 35-1357381 |WEITZEL CONSTRUCTION CO |CALUMET ASPHALT PAVING CO |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-02237 70.000 EACH| 33.00000 2310.00| 31.64000 2214.80| 32.00000 2240.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0020 205-02770 12200.000 m2 | 2.00000 24400.00| 1.79000 21838.00| 2.00000 24400.00 EROSION CONTROL BLANKET | | | 0021 211-02050 9730.000 m3 | 20.00000 194600.00| 11.93000 116078.90| 19.00000 184870.00 B BORROW | | | 0022 303-04075 66.000 Mg | 29.00000 1914.00| 29.23000 1929.18| 19.00000 1254.00 COMPACTED AGGREGATE, O, 73 | | | 0023 303-52308 1076.100 Mg | 16.00000 17217.60| 20.78000 22361.36| 19.00000 20445.90 COMPACTED AGGREGATE, O, 53 | | | 0024 305-05204 699.900 Mg | 49.50000 34645.05| 66.29000 46396.37| 65.00000 45493.50 HMA FOR PATCHING | | | 0025 305-05206 534.800 Mg | 35.00000 18718.00| 41.98000 22450.90| 50.00000 26740.00 WIDENING WITH HMA | | | 0026 305-92470 109.000 m2 | 78.00000 8502.00| 121.29000 13220.61| 57.00000 6213.00 PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING , 225 mm, HIGH EARLY STRENGTH | | | 0027 401-05437 10016.000 Mg | 35.00000 350560.00| 37.80000 378604.80| 35.00000 350560.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0028 401-05455 3759.300 Mg | 37.00000 139094.10| 38.51000 144770.64| 37.00000 139094.10 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0029 401-05456 1707.900 Mg | 54.00000 92226.60| 51.93000 88691.25| 45.00000 76855.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0030 406-05520 18.800 Mg | 231.00000 4342.80| 150.00000 2820.00| 200.00000 3760.00 ASPHALT FOR TACK COAT | | | 0031 601-01621 1.000 EACH| 2050.00000 2050.00| 1977.62000 1977.62| 1850.00000 1850.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED | | | 0032 601-06037 2.000 EACH| 880.00000 1760.00| 843.79000 1687.58| 850.00000 1700.00 GUARDRAIL END TREATMENT, I | | | 0033 603-02736 40.000 m | 39.00000 1560.00| 37.97000 1518.80| 67.00000 2680.00 FENCE, WOOD, REMOVE AND RESET | | | 0034 603-04099 3.000 EACH| 385.00000 1155.00| 369.15000 1107.45| 485.00000 1455.00 PIPE BOLLARD | | | 0035 604-06069 984.900 m2 | 6.00000 5909.40| 75.24000 74103.88| 64.00000 63033.60 CURB RAMP, CONCRETE | | | 0036 604-44251 3.000 m3 | 720.00000 2160.00| 974.59000 2923.77| 685.00000 2055.00 STEPS, CONCRETE | | | 0037 604-91531 4131.500 m2 | 34.00000 140471.00| 37.85000 156377.28| 42.00000 173523.00 SIDEWALK, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1045880 |(5) 35-1151771 |(6) 35-1357381 |WEITZEL CONSTRUCTION CO |CALUMET ASPHALT PAVING CO |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 605-06120 41.000 m | 63.50000 2603.50| 74.96000 3073.36| 58.00000 2378.00 CURB, CONCRETE , BARRIER | | | 0039 605-06140 2830.300 m | 74.00000 209442.20| 42.19000 119410.36| 35.00000 99060.50 CURB AND GUTTER, CONCRETE | | | 0040 605-92578 181.000 m2 | 34.50000 6244.50| 68.62000 12420.22| 40.00000 7240.00 CURB WALK, CONCRETE | | | 0041 610-05527 2055.900 Mg | 48.00000 98683.20| 70.93000 145824.99| 60.00000 123354.00 HMA FOR APPROACHES | | | 0042 611-03319 111.000 m2 | 52.00000 5772.00| 48.52000 5385.72| 57.00000 6327.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | PLAIN, HIGH EARLY STRENGTH, 150 mm | | | 0043 611-05330 4100.000 m2 | 48.50000 198850.00| 45.35000 185935.00| 54.00000 221400.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0044 611-06497 9.000 EACH| 126.00000 1134.00| 121.29000 1091.61| 175.00000 1575.00 MAILBOX ASSEMBLY, SINGLE | | | 0045 611-06498 6.000 EACH| 154.00000 924.00| 147.66000 885.96| 200.00000 1200.00 MAILBOX ASSEMBLY, DOUBLE | | | 0046 616-02320 1148.000 m2 | 6.00000 6888.00| 2.21000 2537.08| 4.50000 5166.00 GEOTEXTILES | | | 0047 616-06405 1241.490 Mg | 21.00000 26071.29| 31.03000 38523.43| 28.00000 34761.72 RIPRAP, REVETMENT | | | 0048 621-01004 1.000 EACH| 330.00000 330.00| 316.42000 316.42| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-06575 9874.700 m2 | 3.40000 33573.98| 3.27000 32290.27| 3.50000 34561.45 SODDING, NURSERY | | | 0051 622-05626 16.000 EACH| 330.00000 5280.00| 316.42000 5062.72| 320.00000 5120.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0052 622-05645 24.000 EACH| 300.00000 7200.00| 290.05000 6961.20| 300.00000 7200.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1800 TO 2400 mm | | | 0053 622-05650 50.000 EACH| 400.00000 20000.00| 379.70000 18985.00| 375.00000 18750.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0054 702-51015 237.000 m3 | 200.00000 47400.00| 206.73000 48995.01| 175.00000 41475.00 CONCRETE, B, FOOTINGS | | | 0055 703-90976 4624.410 kg | 4.00000 18497.64| 2.32000 10728.63| 2.00000 9248.82 REINFORCING STEEL, GRADE 60 | | | 0056 706-92458 145.000 m | 230.00000 33350.00| 221.49000 32116.05| 200.00000 29000.00 HAND RAILING, WOOD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1045880 |(5) 35-1151771 |(6) 35-1357381 |WEITZEL CONSTRUCTION CO |CALUMET ASPHALT PAVING CO |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 714-02544 16.000 EACH| 2735.00000 43760.00| 3078.20000 49251.20| 3225.00000 51600.00 WINGWALL, PRECAST CONCRETE | | | 0058 714-04733 48.000 m | 3950.00000 189600.00| 3625.56000 174026.88| 3800.00000 182400.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, | | | 0059 715-01354 148.000 m | 39.00000 5772.00| 15.07000 2230.36| 100.00000 14800.00 CLEAN EXISTING PIPE | | | 0060 715-01902 28.000 m | 35.00000 980.00| 52.47000 1469.16| 125.00000 3500.00 WATER SERVICE LINE, 50 mm | | | 0061 715-02407 1.000 EACH| 2300.00000 2300.00| 2300.25000 2300.25| 2300.00000 2300.00 SAFETY METAL END SECTION, 4:1, 1200 mm | | | 0062 715-02907 256.000 m | 110.00000 28160.00| 92.55000 23692.80| 100.00000 25600.00 WATER LINE, 150 mm | | | 0063 715-02908 1723.000 m | 94.25000 162392.75| 119.18000 205347.14| 93.00000 160239.00 WATER LINE, 250 mm | | | 0064 715-02919 2.000 EACH| 222.00000 444.00| 319.59000 639.18| 162.00000 324.00 GATE VALVE, 50 mm | | | 0065 715-04612 101.000 m | 52.00000 5252.00| 54.38000 5492.38| 39.00000 3939.00 PIPE , PLASTIC CORRUG. DRAINAGE PIPE | | | 250 mm | | | 0066 715-04629 1.000 EACH| 2360.00000 2360.00| 1452.74000 1452.74| 1175.00000 1175.00 PIPE END SECTION, 1200mm X 1930mm | | | 0067 715-05024 274.000 m | 230.00000 63020.00| 165.54000 45357.96| 200.00000 54800.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0068 715-05048 3891.680 m | 8.50000 33079.28| 8.97000 34908.37| 10.00000 38916.80 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0069 715-05146 12.000 m | 84.00000 1008.00| 17.30000 207.60| 35.00000 420.00 PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0070 715-05147 69.000 m | 85.00000 5865.00| 120.55000 8317.95| 63.00000 4347.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0071 715-05149 599.000 m | 110.00000 65890.00| 182.70000 109437.30| 65.00000 38935.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0072 715-05151 125.900 m | 130.00000 16367.00| 96.48000 12146.83| 104.00000 13093.60 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0073 715-05152 508.000 m | 130.00000 66040.00| 83.31000 42321.48| 161.00000 81788.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0074 715-05153 147.000 m | 160.00000 23520.00| 123.62000 18172.14| 135.00000 19845.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0075 715-05154 305.000 m | 195.00000 59475.00| 102.19000 31167.95| 145.00000 44225.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0076 715-05155 187.000 m | 200.00000 37400.00| 127.42000 23827.54| 155.00000 28985.00 PIPE, TYPE 2, CIRCULAR, 675 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1045880 |(5) 35-1151771 |(6) 35-1357381 |WEITZEL CONSTRUCTION CO |CALUMET ASPHALT PAVING CO |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 715-05156 411.000 m | 255.00000 104805.00| 127.37000 52349.07| 165.00000 67815.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0078 715-05159 81.000 m | 340.00000 27540.00| 177.79000 14400.99| 270.00000 21870.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0079 715-05161 1.200 m | 630.00000 756.00| 1524.88000 1829.86| 980.00000 1176.00 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0080 715-05203 149.000 m | 8.00000 1192.00| 23.37000 3482.13| 29.00000 4321.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0081 715-05342 25.000 m | 200.00000 5000.00| 432.57000 10814.25| 525.00000 13125.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.95 | | | m2 | | | 0082 715-06629 1.000 EACH| 1040.00000 1040.00| 1151.32000 1151.32| 1750.00000 1750.00 PIPE END SECTION, MIN. AREA 0.95 m2 | | | 0083 715-46000 1.000 EACH| 215.00000 215.00| 194.62000 194.62| 140.00000 140.00 PIPE END SECTION, 300 mm | | | 0084 715-46005 2.000 EACH| 234.00000 468.00| 209.34000 418.68| 160.00000 320.00 PIPE END SECTION, 375 mm | | | 0085 715-46010 2.000 EACH| 250.00000 500.00| 229.68000 459.36| 200.00000 400.00 PIPE END SECTION, 450 mm | | | 0086 715-46020 2.000 EACH| 400.00000 800.00| 311.25000 622.50| 250.00000 500.00 PIPE END SECTION, 600 mm | | | 0087 715-46040 2.000 EACH| 440.00000 880.00| 613.57000 1227.14| 600.00000 1200.00 PIPE END SECTION, 900 mm | | | 0088 715-90325 14.000 EACH| 124.00000 1736.00| 220.04000 3080.56| 150.00000 2100.00 PIPE END SECTION, 250 mm | | | 0089 715-93913 115.000 m | 97.50000 11212.50| 30.27000 3481.05| 240.00000 27600.00 WATER MAIN, 200 mm | | | 0090 715-95885 30.000 EACH| 393.00000 11790.00| 593.28000 17798.40| 540.00000 16200.00 GATE AND VALVE BOX, 150 mm | | | 0091 718-52610 595.600 m3 | 40.00000 23824.00| 31.11000 18529.12| 30.00000 17868.00 AGGREGATE FOR UNDERDRAINS | | | 0092 718-99153 7473.400 m2 | 2.00000 14946.80| 1.33000 9939.62| 1.00000 7473.40 GEOTEXTILES FOR UNDERDRAIN | | | 0093 720-01092 8.000 EACH| 1760.00000 14080.00| 2555.64000 20445.12| 3600.00000 28800.00 MANHOLE, J15, MODIFIED | | | 0094 720-02812 6.000 EACH| 194.00000 1164.00| 857.64000 5145.84| 650.00000 3900.00 INLET, YD DT | | | 0095 720-44000 7.000 EACH| 1030.00000 7210.00| 324.61000 2272.27| 325.00000 2275.00 CASTING, ADJUST TO GRADE | | | 0096 720-45005 3.000 EACH| 1080.00000 3240.00| 1176.09000 3528.27| 1200.00000 3600.00 INLET, A2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1045880 |(5) 35-1151771 |(6) 35-1357381 |WEITZEL CONSTRUCTION CO |CALUMET ASPHALT PAVING CO |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 720-45030 1.000 EACH| 950.00000 950.00| 1297.91000 1297.91| 1250.00000 1250.00 INLET, E7 | | | 0098 720-45045 30.000 EACH| 1010.00000 30300.00| 1264.04000 37921.20| 1400.00000 42000.00 INLET, J10 | | | 0099 720-45055 4.000 EACH| 1630.00000 6520.00| 1560.54000 6242.16| 1400.00000 5600.00 INLET, M10 | | | 0100 720-45075 3.000 EACH| 1450.00000 4350.00| 1576.20000 4728.60| 1500.00000 4500.00 INLET, R13 | | | 0101 720-45260 2.000 EACH| 675.00000 1350.00| 1090.70000 2181.40| 550.00000 1100.00 PIPE CATCH BASIN, 300 mm | | | 0102 720-45410 15.000 EACH| 1470.00000 22050.00| 1715.95000 25739.25| 1500.00000 22500.00 MANHOLE, C4 | | | 0103 720-90984 1.000 EACH| 1580.00000 1580.00| 2593.41000 2593.41| 1500.00000 1500.00 MANHOLE, C2 | | | 0104 720-93501 4.000 EACH| 5390.00000 21560.00| 4867.93000 19471.72| 5000.00000 20000.00 MANHOLE, L4 | | | 0105 720-94612 5.000 EACH| 3180.00000 15900.00| 3223.48000 16117.40| 5000.00000 25000.00 MANHOLE, K4 | | | 0106 720-95422 13.000 EACH| 3356.00000 43628.00| 1999.21000 25989.73| 5000.00000 65000.00 MANHOLE, J4 | | | 0107 720-98174 22.000 EACH| 1985.00000 43670.00| 1743.65000 38360.30| 1900.00000 41800.00 INLET, B15 | | | 0108 720-98434 1.000 EACH| 6750.00000 6750.00| 4624.58000 4624.58| 1100.00000 1100.00 INLET, Z100 | | | 0109 720-98555 2.000 EACH| 1950.00000 3900.00| 1977.38000 3954.76| 2100.00000 4200.00 INLET, C15 | | | 0110 730-04611 1.000 EACH| 360.00000 360.00| 204.16000 204.16| 200.00000 200.00 SAFETY METAL END SECTION, 4:1, 300 mm | | | 0111 730-97755 1.000 EACH| 3329.00000 3329.00| 4195.70000 4195.70| 2100.00000 2100.00 GRATED BOX END SECTION, I, 3:1, 300 mm | | | 0112 732-02745 6.000 EACH| 570.00000 3420.00| 960.86000 5765.16| 700.00000 4200.00 GATE VALVE AND BOX, 200 mm | | | 0113 732-91742 13.000 EACH| 1980.00000 25740.00| 1919.61000 24954.93| 1725.00000 22425.00 FIRE HYDRANT | | | 0114 732-91742 3.000 EACH| 1380.00000 4140.00| 1582.09000 4746.27| 1300.00000 3900.00 FIRE HYDRANT , RELOCATE | | | 0115 732-94780 115.000 EACH| 659.00000 75785.00| 908.12000 104433.80| 700.00000 80500.00 WATER SERVICE CONNECTION | | | 0116 732-98479 15.000 EACH| 840.00000 12600.00| 1228.76000 18431.40| 900.00000 13500.00 GATE VALVE AND BOX, 250 mm | | | 0117 801-03290 1.000 EACH| 187.00000 187.00| 179.30000 179.30| 425.00000 425.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1045880 |(5) 35-1151771 |(6) 35-1357381 |WEITZEL CONSTRUCTION CO |CALUMET ASPHALT PAVING CO |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 801-04308 13.000 EACH| 330.00000 4290.00| 316.42000 4113.46| 395.00000 5135.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0119 801-06203 203.000 m | 1.00000 203.00| 0.70000 142.10| 3.00000 609.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0120 801-06606 44.000 EACH| 110.00000 4840.00| 105.47000 4640.68| 200.00000 8800.00 BARRICADE, IIIB | | | 0121 801-06625 33.000 EACH| 99.00000 3267.00| 94.93000 3132.69| 185.00000 6105.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0122 801-06640 19.000 EACH| 143.00000 2717.00| 137.11000 2605.09| 200.00000 3800.00 CONSTRUCTION SIGN, A | | | 0123 801-06775 LUMP| 92000.00000 92000.00| 105000.00000 105000.00| 27350.00000 27350.00 MAINTAINING TRAFFIC | | | 0124 802-02922 428.400 m | 21.00000 8996.40| 20.66000 8850.74| 20.00000 8568.00 SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | 0125 802-76025 19.000 m2 | 124.00000 2356.00| 119.68000 2273.92| 120.00000 2280.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0126 802-76035 39.370 m2 | 200.00000 7874.00| 192.31000 7571.24| 195.00000 7677.15 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0127 805-01815 4.000 EACH| 1380.00000 5520.00| 1323.67000 5294.68| 1330.00000 5320.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0128 805-01816 2.000 EACH| 865.00000 1730.00| 830.19000 1660.38| 835.00000 1670.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0129 805-01842 8.000 EACH| 616.00000 4928.00| 590.66000 4725.28| 595.00000 4760.00 HANDHOLE, SIGNAL | | | 0130 805-02152 16.000 EACH| 325.00000 5200.00| 311.88000 4990.08| 300.00000 4800.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0131 805-02445 2.000 EACH| 7553.00000 15106.00| 7263.62000 14527.24| 7300.00000 14600.00 CONTROLLER CABINET, P1 | | | 0132 805-02639 2.000 EACH| 1887.00000 3774.00| 1810.03000 3620.06| 1800.00000 3600.00 SIGNAL POLE, MAST ARM 6.1 m | | | 0133 805-03176 2.000 EACH| 2362.00000 4724.00| 2265.99000 4531.98| 2200.00000 4400.00 SIGNAL POLE, MAST ARM 10.7 m | | | 0134 805-03956 4.000 EACH| 201.00000 804.00| 193.54000 774.16| 190.00000 760.00 JUNCTION BOX, SIGNAL CIRCUIT | | | 0135 805-05698 2.000 EACH| 865.00000 1730.00| 830.19000 1660.38| 830.00000 1660.00 SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1045880 |(5) 35-1151771 |(6) 35-1357381 |WEITZEL CONSTRUCTION CO |CALUMET ASPHALT PAVING CO |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0136 805-06592 235.000 m | 32.00000 7520.00| 30.89000 7259.15| 31.00000 7285.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0137 805-78205 16.000 EACH| 359.00000 5744.00| 345.15000 5522.40| 350.00000 5600.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0138 805-78415 4.000 EACH| 1188.00000 4752.00| 1139.55000 4558.20| 1100.00000 4400.00 SPAN, CATENARY, AND TETHER | | | 0139 805-78445 2.000 EACH| 422.00000 844.00| 405.58000 811.16| 400.00000 800.00 SIGNAL SERVICE | | | 0140 805-78467 5.000 m | 4.00000 20.00| 4.02000 20.10| 4.00000 20.00 SIGNAL CABLE, 3C 8GA. | | | 0141 805-78470 420.000 m | 1.00000 420.00| 1.09000 457.80| 1.00000 420.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0142 805-78485 467.000 m | 3.00000 1401.00| 2.69000 1256.23| 2.70000 1260.90 SIGNAL CABLE, 5C 14GA. | | | 0143 805-78490 323.000 m | 3.00000 969.00| 3.09000 998.07| 3.10000 1001.30 SIGNAL CABLE, 7C 14GA. | | | 0144 805-78510 324.000 m | 2.50000 810.00| 2.39000 774.36| 2.40000 777.60 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0145 805-78785 8.000 EACH| 544.00000 4352.00| 522.23000 4177.84| 520.00000 4160.00 SIGNAL DETECTOR HOUSING | | | 0146 805-78795 420.000 m | 17.00000 7140.00| 16.44000 6904.80| 16.50000 6930.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0147 805-78925 2.000 EACH| 890.00000 1780.00| 856.46000 1712.92| 850.00000 1700.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0148 805-81032 4.000 EACH| 2700.00000 10800.00| 2589.69000 10358.76| 2600.00000 10400.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0149 805-96121 16.000 EACH| 98.00000 1568.00| 93.77000 1500.32| 94.00000 1504.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0150 808-06703 151.200 m | 1.00000 151.20| 1.00000 151.20| 1.00000 151.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0151 808-75240 743.960 m | 1.00000 743.96| 1.00000 743.96| 1.00000 743.96 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0152 808-75245 3508.480 m | 1.00000 3508.48| 0.97000 3403.23| 1.00000 3508.48 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0153 808-75297 159.000 m | 10.00000 1590.00| 10.19000 1620.21| 10.50000 1669.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0154 808-75300 782.000 m | 1.50000 1173.00| 1.46000 1141.72| 2.00000 1564.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1045880 |(5) 35-1151771 |(6) 35-1357381 |WEITZEL CONSTRUCTION CO |CALUMET ASPHALT PAVING CO |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 808-75320 37.000 EACH| 47.00000 1739.00| 45.35000 1677.95| 45.00000 1665.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0156 808-75325 37.000 EACH| 60.00000 2220.00| 58.01000 2146.37| 58.00000 2146.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0157 621-06545 1.100 Mg | 720.00000 792.00| 690.85000 759.94| 695.00000 764.50 FERTILIZER | | | 0158 621-06553 232.000 kg | 9.00000 2088.00| 8.44000 1958.08| 8.00000 1856.00 SEED MIXTURE, R | | | SECTION TOTALS | $ 3,895,140.33| $ 3,897,215.89| $ 3,968,323.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,895,140.33| $ 3,897,215.89| $ 3,968,323.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1418333 |(9) 35-0918397 |AMERICAN CONTRACTING & SERVI|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION (3R/4R STANDARD) | | | 0001 105-01925 18.000 MOS | 1050.00000 18900.00| 1300.00000 23400.00| 2500.00000 45000.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 201665.00000 201665.00| 159544.04000 159544.04| 230000.00000 230000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 36000.00000 36000.00| 43000.00000 43000.00| 141000.00000 141000.00 CLEARING RIGHT OF WAY | | | 0004 202-02240 109.000 m2 | 18.00000 1962.00| 31.75000 3460.75| 16.50000 1798.50 PAVEMENT, REMOVE | | | 0005 202-02245 11.000 EACH| 140.00000 1540.00| 225.00000 2475.00| 100.00000 1100.00 TREE, 150 mm, REMOVE | | | 0006 202-02250 13.000 EACH| 160.00000 2080.00| 250.00000 3250.00| 125.00000 1625.00 TREE, 250 mm, REMOVE | | | 0007 202-02255 9.000 EACH| 210.00000 1890.00| 300.00000 2700.00| 270.00000 2430.00 TREE, 460 mm, REMOVE | | | 0008 202-02260 9.000 EACH| 375.00000 3375.00| 750.00000 6750.00| 620.00000 5580.00 TREE, 760 mm, REMOVE | | | 0009 202-02265 1.000 EACH| 1500.00000 1500.00| 2700.00000 2700.00| 1850.00000 1850.00 TREE, 1220 mm, REMOVE | | | 0010 202-60820 2178.000 m2 | 4.95000 10781.10| 3.00000 6534.00| 2.75000 5989.50 SURFACE MILLING, ASPHALT | | | 0011 202-91922 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 1250.00000 1250.00 STUMP, REMOVE | | | 0012 203-02000 12936.200 m3 | 13.85000 179166.37| 18.90000 244494.18| 21.00000 271660.20 EXCAVATION, COMMON | | | 0013 203-51223 9120.000 m3 | 13.00000 118560.00| 16.00000 145920.00| 10.00000 91200.00 EXCAVATION, WATERWAY | | | 0014 205-02224 396.000 m | 6.20000 2455.20| 7.00000 2772.00| 6.50000 2574.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02228 603.000 m | 7.25000 4371.75| 8.50000 5125.50| 23.75000 14321.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0016 205-02229 13.000 m | 13.00000 169.00| 20.00000 260.00| 19.00000 247.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 205-02234 3.000 EACH| 80.00000 240.00| 55.00000 165.00| 54.00000 162.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 8.000 EACH| 75.00000 600.00| 55.00000 440.00| 54.00000 432.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1418333 |(9) 35-0918397 |AMERICAN CONTRACTING & SERVI|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-02237 70.000 EACH| 70.00000 4900.00| 33.00000 2310.00| 32.50000 2275.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0020 205-02770 12200.000 m2 | 1.75000 21350.00| 2.00000 24400.00| 1.85000 22570.00 EROSION CONTROL BLANKET | | | 0021 211-02050 9730.000 m3 | 25.25000 245682.50| 23.75000 231087.50| 23.00000 223790.00 B BORROW | | | 0022 303-04075 66.000 Mg | 25.00000 1650.00| 70.00000 4620.00| 45.00000 2970.00 COMPACTED AGGREGATE, O, 73 | | | 0023 303-52308 1076.100 Mg | 27.00000 29054.70| 22.00000 23674.20| 31.00000 33359.10 COMPACTED AGGREGATE, O, 53 | | | 0024 305-05204 699.900 Mg | 55.00000 38494.50| 52.59000 36807.74| 68.00000 47593.20 HMA FOR PATCHING | | | 0025 305-05206 534.800 Mg | 59.00000 31553.20| 55.87000 29879.28| 50.00000 26740.00 WIDENING WITH HMA | | | 0026 305-92470 109.000 m2 | 58.00000 6322.00| 130.00000 14170.00| 55.50000 6049.50 PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING , 225 mm, HIGH EARLY STRENGTH | | | 0027 401-05437 10016.000 Mg | 40.00000 400640.00| 36.89000 369490.24| 39.50000 395632.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0028 401-05455 3759.300 Mg | 41.00000 154131.30| 38.71000 145522.50| 42.00000 157890.60 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0029 401-05456 1707.900 Mg | 56.00000 95642.40| 53.62000 91577.60| 52.75000 90091.73 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0030 406-05520 18.800 Mg | 225.00000 4230.00| 214.00000 4023.20| 195.00000 3666.00 ASPHALT FOR TACK COAT | | | 0031 601-01621 1.000 EACH| 1950.00000 1950.00| 2000.00000 2000.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED | | | 0032 601-06037 2.000 EACH| 840.00000 1680.00| 1000.00000 2000.00| 850.00000 1700.00 GUARDRAIL END TREATMENT, I | | | 0033 603-02736 40.000 m | 38.00000 1520.00| 40.00000 1600.00| 68.00000 2720.00 FENCE, WOOD, REMOVE AND RESET | | | 0034 603-04099 3.000 EACH| 370.00000 1110.00| 400.00000 1200.00| 500.00000 1500.00 PIPE BOLLARD | | | 0035 604-06069 984.900 m2 | 55.00000 54169.50| 71.00000 69927.90| 56.00000 55154.40 CURB RAMP, CONCRETE | | | 0036 604-44251 3.000 m3 | 700.00000 2100.00| 950.00000 2850.00| 1000.00000 3000.00 STEPS, CONCRETE | | | 0037 604-91531 4131.500 m2 | 34.00000 140471.00| 32.00000 132208.00| 33.35000 137785.53 SIDEWALK, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1418333 |(9) 35-0918397 |AMERICAN CONTRACTING & SERVI|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 605-06120 41.000 m | 65.00000 2665.00| 74.00000 3034.00| 70.65000 2896.65 CURB, CONCRETE , BARRIER | | | 0039 605-06140 2830.300 m | 71.00000 200951.30| 45.00000 127363.50| 46.50000 131608.95 CURB AND GUTTER, CONCRETE | | | 0040 605-92578 181.000 m2 | 55.00000 9955.00| 75.00000 13575.00| 76.00000 13756.00 CURB WALK, CONCRETE | | | 0041 610-05527 2055.900 Mg | 64.00000 131577.60| 60.24000 123847.42| 64.00000 131577.60 HMA FOR APPROACHES | | | 0042 611-03319 111.000 m2 | 50.00000 5550.00| 50.00000 5550.00| 65.00000 7215.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | PLAIN, HIGH EARLY STRENGTH, 150 mm | | | 0043 611-05330 4100.000 m2 | 48.00000 196800.00| 46.00000 188600.00| 36.00000 147600.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0044 611-06497 9.000 EACH| 120.00000 1080.00| 130.00000 1170.00| 170.00000 1530.00 MAILBOX ASSEMBLY, SINGLE | | | 0045 611-06498 6.000 EACH| 150.00000 900.00| 150.00000 900.00| 200.00000 1200.00 MAILBOX ASSEMBLY, DOUBLE | | | 0046 616-02320 1148.000 m2 | 4.50000 5166.00| 1.90000 2181.20| 3.00000 3444.00 GEOTEXTILES | | | 0047 616-06405 1241.490 Mg | 22.00000 27312.78| 17.00000 21105.33| 28.00000 34761.72 RIPRAP, REVETMENT | | | 0048 621-01004 1.000 EACH| 700.00000 700.00| 5000.00000 5000.00| 325.00000 325.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-06575 9874.700 m2 | 4.00000 39498.80| 3.50000 34561.45| 3.25000 32092.78 SODDING, NURSERY | | | 0051 622-05626 16.000 EACH| 300.00000 4800.00| 325.00000 5200.00| 315.00000 5040.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0052 622-05645 24.000 EACH| 340.00000 8160.00| 325.00000 7800.00| 285.00000 6840.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1800 TO 2400 mm | | | 0053 622-05650 50.000 EACH| 440.00000 22000.00| 400.00000 20000.00| 390.00000 19500.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0054 702-51015 237.000 m3 | 323.00000 76551.00| 475.00000 112575.00| 310.00000 73470.00 CONCRETE, B, FOOTINGS | | | 0055 703-90976 4624.410 kg | 1.60000 7399.06| 2.75000 12717.13| 1.25000 5780.51 REINFORCING STEEL, GRADE 60 | | | 0056 706-92458 145.000 m | 225.00000 32625.00| 250.00000 36250.00| 200.00000 29000.00 HAND RAILING, WOOD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1418333 |(9) 35-0918397 |AMERICAN CONTRACTING & SERVI|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 714-02544 16.000 EACH| 3100.00000 49600.00| 4300.00000 68800.00| 3250.00000 52000.00 WINGWALL, PRECAST CONCRETE | | | 0058 714-04733 48.000 m | 3700.00000 177600.00| 4000.00000 192000.00| 3000.00000 144000.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, | | | 0059 715-01354 148.000 m | 18.00000 2664.00| 44.00000 6512.00| 27.00000 3996.00 CLEAN EXISTING PIPE | | | 0060 715-01902 28.000 m | 140.00000 3920.00| 150.00000 4200.00| 81.00000 2268.00 WATER SERVICE LINE, 50 mm | | | 0061 715-02407 1.000 EACH| 2200.00000 2200.00| 2400.00000 2400.00| 2000.00000 2000.00 SAFETY METAL END SECTION, 4:1, 1200 mm | | | 0062 715-02907 256.000 m | 145.00000 37120.00| 150.00000 38400.00| 64.00000 16384.00 WATER LINE, 150 mm | | | 0063 715-02908 1723.000 m | 90.00000 155070.00| 120.00000 206760.00| 70.00000 120610.00 WATER LINE, 250 mm | | | 0064 715-02919 2.000 EACH| 350.00000 700.00| 600.00000 1200.00| 525.00000 1050.00 GATE VALVE, 50 mm | | | 0065 715-04612 101.000 m | 26.00000 2626.00| 43.00000 4343.00| 35.00000 3535.00 PIPE , PLASTIC CORRUG. DRAINAGE PIPE | | | 250 mm | | | 0066 715-04629 1.000 EACH| 1600.00000 1600.00| 1300.00000 1300.00| 3150.00000 3150.00 PIPE END SECTION, 1200mm X 1930mm | | | 0067 715-05024 274.000 m | 145.00000 39730.00| 200.00000 54800.00| 185.00000 50690.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0068 715-05048 3891.680 m | 7.75000 30160.52| 8.70000 33857.62| 9.20000 35803.46 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0069 715-05146 12.000 m | 94.00000 1128.00| 50.00000 600.00| 21.50000 258.00 PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0070 715-05147 69.000 m | 100.00000 6900.00| 52.00000 3588.00| 23.50000 1621.50 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0071 715-05149 599.000 m | 105.00000 62895.00| 85.00000 50915.00| 81.00000 48519.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0072 715-05151 125.900 m | 75.00000 9442.50| 95.00000 11960.50| 92.00000 11582.80 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0073 715-05152 508.000 m | 95.00000 48260.00| 105.00000 53340.00| 103.00000 52324.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0074 715-05153 147.000 m | 90.00000 13230.00| 125.00000 18375.00| 124.00000 18228.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0075 715-05154 305.000 m | 100.00000 30500.00| 150.00000 45750.00| 135.00000 41175.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0076 715-05155 187.000 m | 125.00000 23375.00| 180.00000 33660.00| 150.00000 28050.00 PIPE, TYPE 2, CIRCULAR, 675 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1418333 |(9) 35-0918397 |AMERICAN CONTRACTING & SERVI|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 715-05156 411.000 m | 120.00000 49320.00| 200.00000 82200.00| 170.00000 69870.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0078 715-05159 81.000 m | 230.00000 18630.00| 330.00000 26730.00| 240.00000 19440.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0079 715-05161 1.200 m | 450.00000 540.00| 500.00000 600.00| 540.00000 648.00 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0080 715-05203 149.000 m | 7.00000 1043.00| 7.50000 1117.50| 10.25000 1527.25 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0081 715-05342 25.000 m | 400.00000 10000.00| 500.00000 12500.00| 750.00000 18750.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.95 | | | m2 | | | 0082 715-06629 1.000 EACH| 1300.00000 1300.00| 1300.00000 1300.00| 3000.00000 3000.00 PIPE END SECTION, MIN. AREA 0.95 m2 | | | 0083 715-46000 1.000 EACH| 280.00000 280.00| 300.00000 300.00| 220.00000 220.00 PIPE END SECTION, 300 mm | | | 0084 715-46005 2.000 EACH| 290.00000 580.00| 300.00000 600.00| 235.00000 470.00 PIPE END SECTION, 375 mm | | | 0085 715-46010 2.000 EACH| 300.00000 600.00| 300.00000 600.00| 270.00000 540.00 PIPE END SECTION, 450 mm | | | 0086 715-46020 2.000 EACH| 450.00000 900.00| 400.00000 800.00| 430.00000 860.00 PIPE END SECTION, 600 mm | | | 0087 715-46040 2.000 EACH| 650.00000 1300.00| 700.00000 1400.00| 750.00000 1500.00 PIPE END SECTION, 900 mm | | | 0088 715-90325 14.000 EACH| 200.00000 2800.00| 300.00000 4200.00| 220.00000 3080.00 PIPE END SECTION, 250 mm | | | 0089 715-93913 115.000 m | 205.00000 23575.00| 200.00000 23000.00| 86.00000 9890.00 WATER MAIN, 200 mm | | | 0090 715-95885 30.000 EACH| 630.00000 18900.00| 550.00000 16500.00| 750.00000 22500.00 GATE AND VALVE BOX, 150 mm | | | 0091 718-52610 595.600 m3 | 37.00000 22037.20| 40.00000 23824.00| 36.75000 21888.30 AGGREGATE FOR UNDERDRAINS | | | 0092 718-99153 7473.400 m2 | 1.60000 11957.44| 1.75000 13078.45| 1.05000 7847.07 GEOTEXTILES FOR UNDERDRAIN | | | 0093 720-01092 8.000 EACH| 2200.00000 17600.00| 4000.00000 32000.00| 1350.00000 10800.00 MANHOLE, J15, MODIFIED | | | 0094 720-02812 6.000 EACH| 430.00000 2580.00| 400.00000 2400.00| 2250.00000 13500.00 INLET, YD DT | | | 0095 720-44000 7.000 EACH| 400.00000 2800.00| 200.00000 1400.00| 780.00000 5460.00 CASTING, ADJUST TO GRADE | | | 0096 720-45005 3.000 EACH| 1200.00000 3600.00| 2000.00000 6000.00| 1175.00000 3525.00 INLET, A2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1418333 |(9) 35-0918397 |AMERICAN CONTRACTING & SERVI|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 720-45030 1.000 EACH| 1300.00000 1300.00| 1800.00000 1800.00| 1400.00000 1400.00 INLET, E7 | | | 0098 720-45045 30.000 EACH| 1300.00000 39000.00| 2300.00000 69000.00| 1300.00000 39000.00 INLET, J10 | | | 0099 720-45055 4.000 EACH| 1400.00000 5600.00| 2300.00000 9200.00| 1500.00000 6000.00 INLET, M10 | | | 0100 720-45075 3.000 EACH| 2000.00000 6000.00| 2300.00000 6900.00| 1300.00000 3900.00 INLET, R13 | | | 0101 720-45260 2.000 EACH| 550.00000 1100.00| 1500.00000 3000.00| 575.00000 1150.00 PIPE CATCH BASIN, 300 mm | | | 0102 720-45410 15.000 EACH| 1300.00000 19500.00| 2800.00000 42000.00| 1730.00000 25950.00 MANHOLE, C4 | | | 0103 720-90984 1.000 EACH| 1400.00000 1400.00| 3000.00000 3000.00| 2375.00000 2375.00 MANHOLE, C2 | | | 0104 720-93501 4.000 EACH| 3800.00000 15200.00| 8000.00000 32000.00| 4400.00000 17600.00 MANHOLE, L4 | | | 0105 720-94612 5.000 EACH| 2600.00000 13000.00| 4000.00000 20000.00| 3100.00000 15500.00 MANHOLE, K4 | | | 0106 720-95422 13.000 EACH| 2000.00000 26000.00| 3600.00000 46800.00| 2900.00000 37700.00 MANHOLE, J4 | | | 0107 720-98174 22.000 EACH| 2200.00000 48400.00| 2600.00000 57200.00| 1200.00000 26400.00 INLET, B15 | | | 0108 720-98434 1.000 EACH| 1200.00000 1200.00| 13000.00000 13000.00| 2400.00000 2400.00 INLET, Z100 | | | 0109 720-98555 2.000 EACH| 2200.00000 4400.00| 2600.00000 5200.00| 1400.00000 2800.00 INLET, C15 | | | 0110 730-04611 1.000 EACH| 330.00000 330.00| 300.00000 300.00| 275.00000 275.00 SAFETY METAL END SECTION, 4:1, 300 mm | | | 0111 730-97755 1.000 EACH| 2900.00000 2900.00| 2600.00000 2600.00| 2600.00000 2600.00 GRATED BOX END SECTION, I, 3:1, 300 mm | | | 0112 732-02745 6.000 EACH| 850.00000 5100.00| 700.00000 4200.00| 950.00000 5700.00 GATE VALVE AND BOX, 200 mm | | | 0113 732-91742 13.000 EACH| 2300.00000 29900.00| 2300.00000 29900.00| 2270.00000 29510.00 FIRE HYDRANT | | | 0114 732-91742 3.000 EACH| 1100.00000 3300.00| 900.00000 2700.00| 3350.00000 10050.00 FIRE HYDRANT , RELOCATE | | | 0115 732-94780 115.000 EACH| 900.00000 103500.00| 1100.00000 126500.00| 2650.00000 304750.00 WATER SERVICE CONNECTION | | | 0116 732-98479 15.000 EACH| 1200.00000 18000.00| 1100.00000 16500.00| 1300.00000 19500.00 GATE VALVE AND BOX, 250 mm | | | 0117 801-03290 1.000 EACH| 180.00000 180.00| 500.00000 500.00| 175.00000 175.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1418333 |(9) 35-0918397 |AMERICAN CONTRACTING & SERVI|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 801-04308 13.000 EACH| 320.00000 4160.00| 400.00000 5200.00| 325.00000 4225.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0119 801-06203 203.000 m | 0.75000 152.25| 5.00000 1015.00| 5.90000 1197.70 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0120 801-06606 44.000 EACH| 110.00000 4840.00| 150.00000 6600.00| 105.00000 4620.00 BARRICADE, IIIB | | | 0121 801-06625 33.000 EACH| 100.00000 3300.00| 110.00000 3630.00| 95.00000 3135.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0122 801-06640 19.000 EACH| 140.00000 2660.00| 200.00000 3800.00| 135.00000 2565.00 CONSTRUCTION SIGN, A | | | 0123 801-06775 LUMP| 60000.00000 60000.00| 25000.00000 25000.00| 135000.00000 135000.00 MAINTAINING TRAFFIC | | | 0124 802-02922 428.400 m | 21.00000 8996.40| 24.00000 10281.60| 20.00000 8568.00 SIGN POST, SQUARE, UNREINFORCED ANCHOR | | | BASE | | | 0125 802-76025 19.000 m2 | 120.00000 2280.00| 135.00000 2565.00| 122.00000 2318.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0126 802-76035 39.370 m2 | 190.00000 7480.30| 215.00000 8464.55| 195.00000 7677.15 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0127 805-01815 4.000 EACH| 1350.00000 5400.00| 1500.00000 6000.00| 1350.00000 5400.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0128 805-01816 2.000 EACH| 850.00000 1700.00| 940.00000 1880.00| 850.00000 1700.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0129 805-01842 8.000 EACH| 600.00000 4800.00| 650.00000 5200.00| 600.00000 4800.00 HANDHOLE, SIGNAL | | | 0130 805-02152 16.000 EACH| 320.00000 5120.00| 350.00000 5600.00| 315.00000 5040.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0131 805-02445 2.000 EACH| 7200.00000 14400.00| 8500.00000 17000.00| 7400.00000 14800.00 CONTROLLER CABINET, P1 | | | 0132 805-02639 2.000 EACH| 1900.00000 3800.00| 2000.00000 4000.00| 1800.00000 3600.00 SIGNAL POLE, MAST ARM 6.1 m | | | 0133 805-03176 2.000 EACH| 2300.00000 4600.00| 2600.00000 5200.00| 2200.00000 4400.00 SIGNAL POLE, MAST ARM 10.7 m | | | 0134 805-03956 4.000 EACH| 200.00000 800.00| 220.00000 880.00| 190.00000 760.00 JUNCTION BOX, SIGNAL CIRCUIT | | | 0135 805-05698 2.000 EACH| 850.00000 1700.00| 950.00000 1900.00| 825.00000 1650.00 SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1418333 |(9) 35-0918397 |AMERICAN CONTRACTING & SERVI|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0136 805-06592 235.000 m | 32.00000 7520.00| 35.00000 8225.00| 30.00000 7050.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0137 805-78205 16.000 EACH| 350.00000 5600.00| 400.00000 6400.00| 350.00000 5600.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0138 805-78415 4.000 EACH| 1150.00000 4600.00| 1300.00000 5200.00| 1150.00000 4600.00 SPAN, CATENARY, AND TETHER | | | 0139 805-78445 2.000 EACH| 420.00000 840.00| 450.00000 900.00| 410.00000 820.00 SIGNAL SERVICE | | | 0140 805-78467 5.000 m | 4.00000 20.00| 4.50000 22.50| 4.00000 20.00 SIGNAL CABLE, 3C 8GA. | | | 0141 805-78470 420.000 m | 1.15000 483.00| 1.25000 525.00| 1.10000 462.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0142 805-78485 467.000 m | 2.75000 1284.25| 3.00000 1401.00| 2.70000 1260.90 SIGNAL CABLE, 5C 14GA. | | | 0143 805-78490 323.000 m | 3.10000 1001.30| 3.50000 1130.50| 3.00000 969.00 SIGNAL CABLE, 7C 14GA. | | | 0144 805-78510 324.000 m | 2.50000 810.00| 2.70000 874.80| 2.50000 810.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0145 805-78785 8.000 EACH| 550.00000 4400.00| 600.00000 4800.00| 525.00000 4200.00 SIGNAL DETECTOR HOUSING | | | 0146 805-78795 420.000 m | 17.00000 7140.00| 19.00000 7980.00| 16.50000 6930.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0147 805-78925 2.000 EACH| 850.00000 1700.00| 1000.00000 2000.00| 850.00000 1700.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0148 805-81032 4.000 EACH| 2650.00000 10600.00| 3000.00000 12000.00| 2700.00000 10800.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0149 805-96121 16.000 EACH| 95.00000 1520.00| 110.00000 1760.00| 95.00000 1520.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0150 808-06703 151.200 m | 1.00000 151.20| 1.50000 226.80| 1.00000 151.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0151 808-75240 743.960 m | 1.00000 743.96| 1.50000 1115.94| 1.00000 743.96 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0152 808-75245 3508.480 m | 1.00000 3508.48| 1.20000 4210.18| 1.00000 3508.48 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0153 808-75297 159.000 m | 10.50000 1669.50| 12.00000 1908.00| 10.00000 1590.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0154 808-75300 782.000 m | 1.50000 1173.00| 1.70000 1329.40| 1.50000 1173.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 131 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,962,586.07 ROUTE : X540 & X535 CALL ORDER : 131 CONTRACT ID : R -24845-A COUNTIES : MORGAN LETTING DATE : 02/13/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 |(8) 35-1418333 |(9) 35-0918397 |AMERICAN CONTRACTING & SERVI|ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 808-75320 37.000 EACH| 45.00000 1665.00| 50.00000 1850.00| 45.00000 1665.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0156 808-75325 37.000 EACH| 58.00000 2146.00| 65.00000 2405.00| 60.00000 2220.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0157 621-06545 1.100 Mg | 750.00000 825.00| 1200.00000 1320.00| 700.00000 770.00 FERTILIZER | | | 0158 621-06553 232.000 kg | 9.50000 2204.00| 10.00000 2320.00| 19.00000 4408.00 SEED MIXTURE, R | | | SECTION TOTALS | $ 4,028,265.36| $ 4,324,000.00| $ 4,363,867.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,028,265.36| $ 4,324,000.00| $ 4,363,867.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 65 CALL ORDER : 141 CONTRACT ID : R -24941-A COUNTIES : LAKE LETTING DATE : 02/13/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 1,839,108.11 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 1,964,801.04 106.8344% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,246,279.03 122.1395% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 1 CALL ORDER : 151 CONTRACT ID : R -24946-A COUNTIES : RANDOLPH LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS $ 538,592.85 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 544,948.29 101.1800% 3 35-1139301 E & B PAVING, INC. $ 545,384.57 101.2610% 4 35-1817574 YARDBERRY LANDSCAPE $ 546,467.09 101.4620% 5 35-1609544 SCHUTT-LOOKABILL CO $ 554,720.39 102.9943% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 578,767.09 107.4591% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 611,058.50 ROUTE : US 6 CALL ORDER : 161 CONTRACT ID : R -25135-A COUNTIES : NOBLE LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/02/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2140005 2140005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 636,700.00 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 675,769.65 106.1362% 3 35-0997978 PHEND & BROWN, INC. $ 690,689.21 108.4795% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 697,943.97 109.6189% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0997978 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 12.000 MOS | 1000.00000 12000.00| 1400.00000 16800.00| 1000.00000 12000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| 23800.00000 23800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 31835.00000 31835.00| 33000.00000 33000.00| 34000.00000 34000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 19000.00000 19000.00| 13500.00000 13500.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 866.000 m | 12.00000 10392.00| 18.00000 15588.00| 17.00000 14722.00 CURB, CONCRETE, REMOVE | | | 0006 202-60820 602.000 m2 | 5.00000 3010.00| 7.00000 4214.00| 5.60000 3371.20 SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 2000.00000 2000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 1373.000 m3 | 25.00000 34325.00| 20.00000 27460.00| 25.00000 34325.00 EXCAVATION, COMMON | | | 0009 205-02224 447.000 m | 6.10000 2726.70| 7.00000 3129.00| 6.10000 2726.70 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02236 10.000 EACH| 50.00000 500.00| 56.00000 560.00| 50.00000 500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 205-02237 11.000 EACH| 50.00000 550.00| 56.00000 616.00| 70.00000 770.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0012 211-02060 105.000 m3 | 8.00000 840.00| 55.00000 5775.00| 13.00000 1365.00 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 611,058.50 ROUTE : US 6 CALL ORDER : 161 CONTRACT ID : R -25135-A COUNTIES : NOBLE LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0997978 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-04075 12.400 Mg | 36.00000 446.40| 25.00000 310.00| 30.00000 372.00 COMPACTED AGGREGATE, O, 73 | | | 0014 303-52308 1642.000 Mg | 8.00000 13136.00| 12.00000 19704.00| 18.00000 29556.00 COMPACTED AGGREGATE, O, 53 | | | 0015 305-05204 110.000 Mg | 135.00000 14850.00| 100.00000 11000.00| 95.00000 10450.00 HMA FOR PATCHING | | | 0016 307-02567 70.000 m2 | 50.00000 3500.00| 50.00000 3500.00| 34.00000 2380.00 PORTLAND CEMENT CONCRETE BASE, 225 mm | | | 0021 405-05517 4.050 Mg | 235.00000 951.75| 200.00000 810.00| 730.00000 2956.50 ASPHALT FOR PRIME COAT | | | 0022 406-05520 5.490 Mg | 160.00000 878.40| 200.00000 1098.00| 275.00000 1509.75 ASPHALT FOR TACK COAT | | | 0023 604-06069 117.000 m2 | 50.00000 5850.00| 50.00000 5850.00| 39.00000 4563.00 CURB RAMP, CONCRETE | | | 0024 604-06070 811.000 m2 | 40.00000 32440.00| 28.00000 22708.00| 33.00000 26763.00 SIDEWALK, CONCRETE | | | 0025 605-06120 100.000 m | 67.00000 6700.00| 66.00000 6600.00| 55.00000 5500.00 CURB, CONCRETE | | | 0026 605-06140 780.000 m | 45.00000 35100.00| 37.00000 28860.00| 40.00000 31200.00 CURB AND GUTTER, CONCRETE , MODIFIED | | | 0027 610-05527 275.000 Mg | 25.00000 6875.00| 86.00000 23650.00| 56.00000 15400.00 HMA FOR APPROACHES | | | 0028 611-05330 485.000 m2 | 49.00000 23765.00| 45.00000 21825.00| 40.00000 19400.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 611-06497 4.000 EACH| 135.00000 540.00| 150.00000 600.00| 135.00000 540.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06525 1.000 EACH| 650.00000 650.00| 300.00000 300.00| 360.00000 360.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0031 621-06575 1600.000 m2 | 4.65000 7440.00| 5.00000 8000.00| 4.65000 7440.00 SODDING, NURSERY | | | 0032 622-02983 4.000 EACH| 450.00000 1800.00| 500.00000 2000.00| 450.00000 1800.00 TREES, REPLANT | | | 0034 714-02802 85.000 m2 | 360.00000 30600.00| 275.00000 23375.00| 260.00000 22100.00 RETAINING WALL, PRECAST CONCRETE UNITS | | | 0035 715-05149 120.000 m | 105.00000 12600.00| 60.00000 7200.00| 120.00000 14400.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 720-44000 5.000 EACH| 400.00000 2000.00| 200.00000 1000.00| 400.00000 2000.00 CASTING, ADJUST TO GRADE | | | 0037 720-44055 1.000 EACH| 900.00000 900.00| 700.00000 700.00| 930.00000 930.00 CASTING, 10, FURNISH AND ADJUST TO GRADE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 611,058.50 ROUTE : US 6 CALL ORDER : 161 CONTRACT ID : R -25135-A COUNTIES : NOBLE LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0997978 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 720-45045 5.000 EACH| 1800.00000 9000.00| 1500.00000 7500.00| 1200.00000 6000.00 INLET, J10 | | | 0039 720-45410 3.000 EACH| 2500.00000 7500.00| 1500.00000 4500.00| 2000.00000 6000.00 MANHOLE, C4 | | | 0040 720-90349 1.000 EACH| 2100.00000 2100.00| 1500.00000 1500.00| 2000.00000 2000.00 MANHOLE, C8 | | | 0041 720-94208 1.000 EACH| 2100.00000 2100.00| 1500.00000 1500.00| 2000.00000 2000.00 MANHOLE, C10 | | | 0042 801-01428 51.000 m | 17.20000 877.20| 18.00000 918.00| 17.20000 877.20 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0043 801-04308 1.000 EACH| 260.00000 260.00| 270.00000 270.00| 260.00000 260.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06207 4200.000 m | 2.30000 9660.00| 2.50000 10500.00| 2.30000 9660.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0046 801-06640 28.000 EACH| 108.00000 3024.00| 115.00000 3220.00| 108.00000 3024.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 1.000 EACH| 50.00000 50.00| 55.00000 55.00| 50.00000 50.00 CONSTRUCTION SIGN, B | | | 0048 801-06710 180.000 DAY | 10.00000 1800.00| 11.00000 1980.00| 10.00000 1800.00 FLASHING ARROW SIGN | | | 0049 801-06775 LUMP| 24296.99000 24296.99| 20000.00000 20000.00| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0050 802-02489 78.000 m | 25.50000 1989.00| 28.00000 2184.00| 25.50000 1989.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0051 802-76025 8.520 m2 | 140.00000 1192.80| 150.00000 1278.00| 140.00000 1192.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0052 802-76035 5.040 m2 | 145.00000 730.80| 160.00000 806.40| 145.00000 730.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0053 802-96915 LUMP| 1990.00000 1990.00| 2000.00000 2000.00| 1990.00000 1990.00 SIGN, RELOCATE | | | 0054 805-01815 4.000 EACH| 1400.00000 5600.00| 1500.00000 6000.00| 1400.00000 5600.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0055 805-01842 7.000 EACH| 575.00000 4025.00| 650.00000 4550.00| 575.00000 4025.00 HANDHOLE, SIGNAL | | | 0056 805-02152 8.000 EACH| 320.00000 2560.00| 350.00000 2800.00| 320.00000 2560.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 611,058.50 ROUTE : US 6 CALL ORDER : 161 CONTRACT ID : R -25135-A COUNTIES : NOBLE LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0997978 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 805-06592 220.000 m | 22.00000 4840.00| 25.00000 5500.00| 22.00000 4840.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0058 805-78100 1.000 EACH| 8400.00000 8400.00| 10800.00000 10800.00| 8400.00000 8400.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0059 805-78205 7.000 EACH| 360.00000 2520.00| 400.00000 2800.00| 360.00000 2520.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0060 805-78230 2.000 EACH| 550.00000 1100.00| 600.00000 1200.00| 550.00000 1100.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0061 805-78415 4.000 EACH| 1350.00000 5400.00| 1500.00000 6000.00| 1350.00000 5400.00 SPAN, CATENARY, AND TETHER | | | 0062 805-78445 1.000 EACH| 475.00000 475.00| 525.00000 525.00| 475.00000 475.00 SIGNAL SERVICE | | | 0063 805-78467 18.000 m | 4.50000 81.00| 5.00000 90.00| 4.50000 81.00 SIGNAL CABLE, 3C 8GA. | | | 0064 805-78470 1170.000 m | 0.70000 819.00| 1.00000 1170.00| 0.70000 819.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0065 805-78485 270.000 m | 3.20000 864.00| 3.50000 945.00| 3.20000 864.00 SIGNAL CABLE, 5C 14GA. | | | 0066 805-78490 135.000 m | 3.50000 472.50| 4.00000 540.00| 3.50000 472.50 SIGNAL CABLE, 7C 14GA. | | | 0067 805-78510 785.000 m | 2.10000 1648.50| 2.25000 1766.25| 2.10000 1648.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0068 805-78785 10.000 EACH| 475.00000 4750.00| 500.00000 5000.00| 475.00000 4750.00 SIGNAL DETECTOR HOUSING | | | 0069 805-78790 10.000 EACH| 160.00000 1600.00| 180.00000 1800.00| 160.00000 1600.00 LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNEL| | | 0070 805-78795 475.000 m | 22.00000 10450.00| 25.00000 11875.00| 22.00000 10450.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0071 805-78925 1.000 EACH| 525.00000 525.00| 600.00000 600.00| 525.00000 525.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0072 805-81032 4.000 EACH| 2325.00000 9300.00| 2600.00000 10400.00| 2325.00000 9300.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0073 805-86900 4.000 EACH| 180.00000 720.00| 200.00000 800.00| 180.00000 720.00 JUNCTION BOX | | | 0074 805-96121 8.000 EACH| 90.00000 720.00| 100.00000 800.00| 90.00000 720.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0075 806-53072 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 2000.00000 2000.00 TEMPORARY TRAFFIC SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 161 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 611,058.50 ROUTE : US 6 CALL ORDER : 161 CONTRACT ID : R -25135-A COUNTIES : NOBLE LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0997978 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 808-06701 140.000 m | 0.73000 102.20| 0.80000 112.00| 0.73000 102.20 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0077 808-06703 108.000 m | 0.73000 78.84| 0.80000 86.40| 0.73000 78.84 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0078 808-06713 136.000 m | 1.18000 160.48| 1.50000 204.00| 1.18000 160.48 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0079 808-06716 100.000 m | 5.60000 560.00| 6.00000 600.00| 5.60000 560.00 LINE, REMOVE | | | 0080 808-75245 1624.000 m | 0.73000 1185.52| 0.80000 1299.20| 0.73000 1185.52 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0081 808-75274 108.000 m | 0.01000 1.08| 0.80000 86.40| 0.01000 1.08 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0082 808-75297 48.000 m | 14.45000 693.60| 16.00000 768.00| 14.45000 693.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0083 808-75300 180.000 m | 4.50000 810.00| 5.00000 900.00| 4.50000 810.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0084 808-75320 4.000 EACH| 64.00000 256.00| 75.00000 300.00| 64.00000 256.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0085 808-75325 4.000 EACH| 100.50000 402.00| 110.00000 440.00| 100.51000 402.04 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0086 808-75996 24.000 EACH| 0.01000 0.24| 15.00000 360.00| 15.00000 360.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0087 808-75998 24.000 EACH| 28.50000 684.00| 100.00000 2400.00| 28.50000 684.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0088 704-04850 867.000 m2 | 2.00000 1734.00| 7.00000 6069.00| 4.50000 3901.50 CONCRETE DRIVEWAYS, REMOVE | | | 0089 401-05454 1320.000 Mg | 35.00000 46200.00| 55.00000 72600.00| 46.00000 60720.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0090 401-05437 1200.000 Mg | 62.00000 74400.00| 49.00000 58800.00| 65.00000 78000.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0091 402-05481 20.000 Mg | 62.00000 1240.00| 110.00000 2200.00| 65.00000 1300.00 HMA BASE 25.0 mm, SHOULDER | | | 0092 401-05456 620.000 Mg | 40.00000 24800.00| 77.00000 47740.00| 59.00000 36580.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 161 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 611,058.50 ROUTE : US 6 CALL ORDER : 161 CONTRACT ID : R -25135-A COUNTIES : NOBLE LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0997978 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 801-06606 2.000 EACH| 125.00000 250.00| 200.00000 400.00| 125.00000 250.00 BARRICADE, IIIB | | | 0094 202-02240 500.000 m2 | 15.00000 7500.00| 8.00000 4000.00| 15.00000 7500.00 PAVEMENT, REMOVE | | | 0095 604-44251 2.000 m3 | 1000.00000 2000.00| 1000.00000 2000.00| 1500.00000 3000.00 STEPS, CONCRETE | | | SECTION TOTALS | $ 636,700.00| $ 675,769.65| $ 690,689.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 636,700.00| $ 675,769.65| $ 690,689.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 161 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 611,058.50 ROUTE : US 6 CALL ORDER : 161 CONTRACT ID : R -25135-A COUNTIES : NOBLE LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 12.000 MOS | 1051.35000 12616.20| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 24491.25000 24491.25| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 34793.66000 34793.66| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 18045.82000 18045.82| | CLEARING RIGHT OF WAY | | | 0005 202-02278 866.000 m | 10.90000 9439.40| | CURB, CONCRETE, REMOVE | | | 0006 202-60820 602.000 m2 | 7.18000 4322.36| | SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 1050.00000 1050.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 1373.000 m3 | 26.69000 36645.37| | EXCAVATION, COMMON | | | 0009 205-02224 447.000 m | 6.41000 2865.27| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02236 10.000 EACH| 52.50000 525.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 205-02237 11.000 EACH| 52.50000 577.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0012 211-02060 105.000 m3 | 32.42000 3404.10| | B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-04075 12.400 Mg | 36.22000 449.13| | COMPACTED AGGREGATE, O, 73 | | | 0014 303-52308 1642.000 Mg | 33.18000 54481.56| | COMPACTED AGGREGATE, O, 53 | | | 0015 305-05204 110.000 Mg | 141.75000 15592.50| | HMA FOR PATCHING | | | 0016 307-02567 70.000 m2 | 33.34000 2333.80| | PORTLAND CEMENT CONCRETE BASE, 225 mm | | | 0021 405-05517 4.050 Mg | 246.75000 999.34| | ASPHALT FOR PRIME COAT | | | 0022 406-05520 5.490 Mg | 168.00000 922.32| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 161 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 611,058.50 ROUTE : US 6 CALL ORDER : 161 CONTRACT ID : R -25135-A COUNTIES : NOBLE LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 604-06069 117.000 m2 | 65.93000 7713.81| | CURB RAMP, CONCRETE | | | 0024 604-06070 811.000 m2 | 34.93000 28328.23| | SIDEWALK, CONCRETE | | | 0025 605-06120 100.000 m | 76.00000 7600.00| | CURB, CONCRETE | | | 0026 605-06140 780.000 m | 39.52000 30825.60| | CURB AND GUTTER, CONCRETE , MODIFIED | | | 0027 610-05527 275.000 Mg | 26.25000 7218.75| | HMA FOR APPROACHES | | | 0028 611-05330 485.000 m2 | 44.61000 21635.85| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 611-06497 4.000 EACH| 141.75000 567.00| | MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06525 1.000 EACH| 383.25000 383.25| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0031 621-06575 1600.000 m2 | 4.88000 7808.00| | SODDING, NURSERY | | | 0032 622-02983 4.000 EACH| 472.50000 1890.00| | TREES, REPLANT | | | 0034 714-02802 85.000 m2 | 204.75000 17403.75| | RETAINING WALL, PRECAST CONCRETE UNITS | | | 0035 715-05149 120.000 m | 80.18000 9621.60| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 720-44000 5.000 EACH| 335.39000 1676.95| | CASTING, ADJUST TO GRADE | | | 0037 720-44055 1.000 EACH| 708.72000 708.72| | CASTING, 10, FURNISH AND ADJUST TO GRADE| | | 0038 720-45045 5.000 EACH| 1158.17000 5790.85| | INLET, J10 | | | 0039 720-45410 3.000 EACH| 1360.06000 4080.18| | MANHOLE, C4 | | | 0040 720-90349 1.000 EACH| 1733.33000 1733.33| | MANHOLE, C8 | | | 0041 720-94208 1.000 EACH| 2133.13000 2133.13| | MANHOLE, C10 | | | 0042 801-01428 51.000 m | 18.06000 921.06| | TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0043 801-04308 1.000 EACH| 273.00000 273.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 161 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 611,058.50 ROUTE : US 6 CALL ORDER : 161 CONTRACT ID : R -25135-A COUNTIES : NOBLE LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 801-06207 4200.000 m | 2.76000 11592.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0046 801-06640 28.000 EACH| 113.40000 3175.20| | CONSTRUCTION SIGN, A | | | 0047 801-06645 1.000 EACH| 52.50000 52.50| | CONSTRUCTION SIGN, B | | | 0048 801-06710 180.000 DAY | 10.50000 1890.00| | FLASHING ARROW SIGN | | | 0049 801-06775 LUMP| 23290.21000 23290.21| | MAINTAINING TRAFFIC | | | 0050 802-02489 78.000 m | 26.78000 2088.84| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0051 802-76025 8.520 m2 | 147.00000 1252.44| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0052 802-76035 5.040 m2 | 152.25000 767.34| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0053 802-96915 LUMP| 2089.50000 2089.50| | SIGN, RELOCATE | | | 0054 805-01815 4.000 EACH| 1470.00000 5880.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0055 805-01842 7.000 EACH| 603.75000 4226.25| | HANDHOLE, SIGNAL | | | 0056 805-02152 8.000 EACH| 336.00000 2688.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0057 805-06592 220.000 m | 23.10000 5082.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0058 805-78100 1.000 EACH| 8820.00000 8820.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0059 805-78205 7.000 EACH| 378.00000 2646.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0060 805-78230 2.000 EACH| 577.50000 1155.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0061 805-78415 4.000 EACH| 1417.50000 5670.00| | SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 161 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 611,058.50 ROUTE : US 6 CALL ORDER : 161 CONTRACT ID : R -25135-A COUNTIES : NOBLE LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 805-78445 1.000 EACH| 498.75000 498.75| | SIGNAL SERVICE | | | 0063 805-78467 18.000 m | 4.73000 85.14| | SIGNAL CABLE, 3C 8GA. | | | 0064 805-78470 1170.000 m | 0.74000 865.80| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0065 805-78485 270.000 m | 3.36000 907.20| | SIGNAL CABLE, 5C 14GA. | | | 0066 805-78490 135.000 m | 3.68000 496.80| | SIGNAL CABLE, 7C 14GA. | | | 0067 805-78510 785.000 m | 2.21000 1734.85| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0068 805-78785 10.000 EACH| 498.75000 4987.50| | SIGNAL DETECTOR HOUSING | | | 0069 805-78790 10.000 EACH| 168.00000 1680.00| | LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNEL| | | 0070 805-78795 475.000 m | 23.10000 10972.50| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0071 805-78925 1.000 EACH| 551.25000 551.25| | CONTROLLER CABINET FOUNDATION, P1 | | | 0072 805-81032 4.000 EACH| 2441.25000 9765.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0073 805-86900 4.000 EACH| 189.00000 756.00| | JUNCTION BOX | | | 0074 805-96121 8.000 EACH| 94.50000 756.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0075 806-53072 LUMP| 2100.00000 2100.00| | TEMPORARY TRAFFIC SIGNAL | | | 0076 808-06701 140.000 m | 1.05000 147.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0077 808-06703 108.000 m | 1.05000 113.40| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0078 808-06713 136.000 m | 1.05000 142.80| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0079 808-06716 100.000 m | 5.78000 578.00| | LINE, REMOVE | | | 0080 808-75245 1624.000 m | 1.05000 1705.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0081 808-75274 108.000 m | 8.93000 964.44| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 161 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 611,058.50 ROUTE : US 6 CALL ORDER : 161 CONTRACT ID : R -25135-A COUNTIES : NOBLE LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 808-75297 48.000 m | 8.93000 428.64| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0083 808-75300 180.000 m | 2.36000 424.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0084 808-75320 4.000 EACH| 51.29000 205.16| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0085 808-75325 4.000 EACH| 74.03000 296.12| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0086 808-75996 24.000 EACH| 17.40000 417.60| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0087 808-75998 24.000 EACH| 31.50000 756.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0088 704-04850 867.000 m2 | 28.24000 24484.08| | CONCRETE DRIVEWAYS, REMOVE | | | 0089 401-05454 1320.000 Mg | 36.75000 48510.00| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0090 401-05437 1200.000 Mg | 65.10000 78120.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0091 402-05481 20.000 Mg | 65.10000 1302.00| | HMA BASE 25.0 mm, SHOULDER | | | 0092 401-05456 620.000 Mg | 42.00000 26040.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0093 801-06606 2.000 EACH| 131.25000 262.50| | BARRICADE, IIIB | | | 0094 202-02240 500.000 m2 | 22.38000 11190.00| | PAVEMENT, REMOVE | | | 0095 604-44251 2.000 m3 | 733.26000 1466.52| | STEPS, CONCRETE | | | SECTION TOTALS | $ 697,943.97| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 697,943.97| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,738.37 ROUTE : SR 39 CALL ORDER : 171 CONTRACT ID : R -25137-A COUNTIES : BOONE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4106003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 294,805.55 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 295,129.18 100.1097% 3 35-1315965 FOX CONTRACTORS $ 306,865.97 104.0909% 4 35-1609544 SCHUTT-LOOKABILL CO $ 315,484.09 107.0142% 5 35-1151771 CALUMET ASPHALT PAVING CO $ 317,049.43 107.5452% 6 35-0999231 HUNT PAVING COMPANY, INC. $ 323,177.30 109.6238% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 339,700.00 115.2284% 8 35-1817574 YARDBERRY LANDSCAPE $ 353,909.05 120.0482% 9 35-1673827 HENDERSON, H.E., INC. $ 404,828.10 137.3203% ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1917625 |(3) 35-1315965 |HARVEY, GEORGE R. & SON, INC|MILESTONE CONTRACTORS, L.P. |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 1500.00000 9000.00| 2412.80000 14476.80| 1113.00000 6678.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 8500.00000 8500.00| 6315.60000 6315.60| 10197.00000 10197.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14500.00000 14500.00| 14100.00000 14100.00| 7865.00000 7865.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 9102.93000 9102.93| 18900.00000 18900.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 491.000 m3 | 12.00000 5892.00| 23.25000 11415.75| 16.70000 8199.70 EXCAVATION, COMMON | | | 0006 203-02070 6243.000 m3 | 10.25000 63990.75| 10.27000 64115.61| 11.85000 73979.55 BORROW | | | 0007 205-02226 20.000 m | 47.50000 950.00| 43.16000 863.20| 42.00000 840.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0008 205-02229 230.000 m | 10.00000 2300.00| 9.00000 2070.00| 8.80000 2024.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 207-04867 2000.000 m2 | 9.75000 19500.00| 5.71000 11420.00| 7.42000 14840.00 LIME-KILN DUST MODIFIED SOIL, 400 mm | | | 0010 211-02060 222.300 m3 | 22.00000 4890.60| 16.89000 3754.65| 18.58000 4130.33 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,738.37 ROUTE : SR 39 CALL ORDER : 171 CONTRACT ID : R -25137-A COUNTIES : BOONE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1917625 |(3) 35-1315965 |HARVEY, GEORGE R. & SON, INC|MILESTONE CONTRACTORS, L.P. |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 303-52309 375.000 Mg | 19.00000 7125.00| 19.19000 7196.25| 18.67000 7001.25 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0014 402-05477 273.000 Mg | 48.00000 13104.00| 52.00000 14196.00| 49.44000 13497.12 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 405-05517 6.000 Mg | 395.00000 2370.00| 415.00000 2490.00| 329.60000 1977.60 ASPHALT FOR PRIME COAT | | | 0016 406-05520 2.050 Mg | 300.00000 615.00| 226.00000 463.30| 206.00000 422.30 ASPHALT FOR TACK COAT | | | 0017 610-05527 102.000 Mg | 63.25000 6451.50| 57.50000 5865.00| 51.50000 5253.00 HMA FOR APPROACHES | | | 0018 615-06490 13.000 EACH| 130.00000 1690.00| 124.21000 1614.73| 175.10000 2276.30 RIGHT OF WAY MARKER | | | 0019 616-02320 60.000 m2 | 10.00000 600.00| 8.71000 522.60| 3.35000 201.00 GEOTEXTILES | | | 0020 616-06405 15.000 Mg | 30.00000 450.00| 53.62000 804.30| 29.15000 437.25 RIPRAP, REVETMENT | | | 0021 621-01004 4.000 EACH| 25.00000 100.00| 526.30000 2105.20| 515.00000 2060.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06545 2.000 Mg | 825.00000 1650.00| 754.72000 1509.44| 738.50000 1477.00 FERTILIZER | | | 0023 621-06553 418.000 kg | 8.25000 3448.50| 7.56000 3160.08| 7.40000 3093.20 SEED MIXTURE, R | | | 0024 621-06567 1.500 kL | 2.00000 3.00| 1.05000 1.58| 1.03000 1.55 WATER | | | 0025 621-06574 76.000 m2 | 14.50000 1102.00| 13.24000 1006.24| 12.95000 984.20 SODDING | | | 0026 621-98503 10.000 Mg | 650.00000 6500.00| 594.72000 5947.20| 582.00000 5820.00 MULCH MATERIAL | | | 0027 714-99348 23.800 m | 1150.00000 27370.00| 787.64000 18745.83| 1050.00000 24990.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0028 715-05021 29.300 m | 65.00000 1904.50| 103.30000 3026.69| 73.40000 2150.62 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0029 715-46005 4.000 EACH| 250.00000 1000.00| 321.99000 1287.96| 585.00000 2340.00 PIPE END SECTION, 375 mm | | | 0030 801-06605 7.000 EACH| 80.00000 560.00| 73.68000 515.76| 72.10000 504.70 BARRICADE, IIIA | | | 0031 801-06640 8.000 EACH| 65.00000 520.00| 57.89000 463.12| 56.65000 453.20 CONSTRUCTION SIGN, A | | | 0032 801-06645 4.000 EACH| 40.00000 160.00| 36.84000 147.36| 36.05000 144.20 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,738.37 ROUTE : SR 39 CALL ORDER : 171 CONTRACT ID : R -25137-A COUNTIES : BOONE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1917625 |(3) 35-1315965 |HARVEY, GEORGE R. & SON, INC|MILESTONE CONTRACTORS, L.P. |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 801-06775 LUMP| 4000.00000 4000.00| 6955.57000 6955.57| 947.25800 947.25 MAINTAINING TRAFFIC | | | 0034 802-02489 10.400 m | 12.00000 124.80| 52.63000 547.35| 44.80000 465.92 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0035 802-76035 2.430 m2 | 260.00000 631.80| 236.84000 575.52| 153.50000 373.01 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0036 808-06714 776.000 m | 0.30000 232.80| 0.27000 209.52| 0.27000 209.52 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0037 808-06716 60.000 m | 2.30000 138.00| 2.11000 126.60| 2.06000 123.60 LINE, REMOVE | | | 0038 808-75297 18.000 m | 12.65000 227.70| 11.58000 208.44| 11.33000 203.94 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0039 402-05468 1619.000 Mg | 37.00000 59903.00| 35.00000 56665.00| 37.08000 60032.52 HMA BASE 25.0 mm, MAINLINE | | | 0040 402-05474 542.000 Mg | 39.30000 21300.60| 39.00000 21138.00| 40.17000 21772.14 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | SECTION TOTALS | $ 294,805.55| $ 295,129.18| $ 306,865.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 294,805.55| $ 295,129.18| $ 306,865.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,738.37 ROUTE : SR 39 CALL ORDER : 171 CONTRACT ID : R -25137-A COUNTIES : BOONE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1151771 |(6) 35-0999231 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 1489.77000 8938.62| 2225.00000 13350.00| 1100.00000 6600.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10682.10000 10682.10| 10455.00000 10455.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15774.00000 15774.00| 15000.00000 15000.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4353.79000 4353.79| 3400.00000 3400.00| 6800.00000 6800.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 491.000 m3 | 56.87000 27923.17| 20.00000 9820.00| 75.00000 36825.00 EXCAVATION, COMMON | | | 0006 203-02070 6243.000 m3 | 9.68000 60432.24| 12.05000 75228.15| 10.00000 62430.00 BORROW | | | 0007 205-02226 20.000 m | 44.24000 884.80| 43.30000 866.00| 20.00000 400.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0008 205-02229 230.000 m | 9.23000 2122.90| 9.00000 2070.00| 10.00000 2300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 207-04867 2000.000 m2 | 7.04000 14080.00| 6.05000 12100.00| 5.00000 10000.00 LIME-KILN DUST MODIFIED SOIL, 400 mm | | | 0010 211-02060 222.300 m3 | 21.50000 4779.45| 14.60000 3245.58| 40.00000 8892.00 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52309 375.000 Mg | 22.57000 8463.75| 26.10000 9787.50| 20.00000 7500.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0014 402-05477 273.000 Mg | 56.11000 15318.03| 50.90000 13895.70| 50.00000 13650.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 405-05517 6.000 Mg | 447.79000 2686.74| 150.00000 900.00| 300.00000 1800.00 ASPHALT FOR PRIME COAT | | | 0016 406-05520 2.050 Mg | 243.85000 499.89| 150.00000 307.50| 200.00000 410.00 ASPHALT FOR TACK COAT | | | 0017 610-05527 102.000 Mg | 62.04000 6328.08| 61.85000 6308.70| 55.00000 5610.00 HMA FOR APPROACHES | | | 0018 615-06490 13.000 EACH| 127.32000 1655.16| 124.60000 1619.80| 5.00000 65.00 RIGHT OF WAY MARKER | | | 0019 616-02320 60.000 m2 | 3.06000 183.60| 10.10000 606.00| 1.00000 60.00 GEOTEXTILES | | | 0020 616-06405 15.000 Mg | 34.46000 516.90| 46.15000 692.25| 163.00000 2445.00 RIPRAP, REVETMENT | | | 0021 621-01004 4.000 EACH| 539.50000 2158.00| 528.00000 2112.00| 1.00000 4.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,738.37 ROUTE : SR 39 CALL ORDER : 171 CONTRACT ID : R -25137-A COUNTIES : BOONE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1151771 |(6) 35-0999231 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 621-06545 2.000 Mg | 766.09000 1532.18| 757.23000 1514.46| 458.00000 916.00 FERTILIZER | | | 0023 621-06553 418.000 kg | 7.75000 3239.50| 7.58000 3168.44| 5.30000 2215.40 SEED MIXTURE, R | | | 0024 621-06567 1.500 kL | 1.08000 1.62| 1.06000 1.59| 1.00000 1.50 WATER | | | 0025 621-06574 76.000 m2 | 13.57000 1031.32| 28.10000 2135.60| 4.00000 304.00 SODDING | | | 0026 621-98503 10.000 Mg | 609.64000 6096.40| 596.70000 5967.00| 425.00000 4250.00 MULCH MATERIAL | | | 0027 714-99348 23.800 m | 918.93000 21870.53| 1163.60000 27693.68| 1000.00000 23800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0028 715-05021 29.300 m | 46.34000 1357.76| 88.00000 2578.40| 58.00000 1699.40 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0029 715-46005 4.000 EACH| 219.96000 879.84| 197.39000 789.56| 285.00000 1140.00 PIPE END SECTION, 375 mm | | | 0030 801-06605 7.000 EACH| 75.53000 528.71| 74.00000 518.00| 80.00000 560.00 BARRICADE, IIIA | | | 0031 801-06640 8.000 EACH| 59.35000 474.80| 58.00000 464.00| 65.00000 520.00 CONSTRUCTION SIGN, A | | | 0032 801-06645 4.000 EACH| 37.77000 151.08| 37.00000 148.00| 45.00000 180.00 CONSTRUCTION SIGN, B | | | 0033 801-06775 LUMP| 4870.56000 4870.56| 5350.00000 5350.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0034 802-02489 10.400 m | 53.95000 561.08| 52.80000 549.12| 55.00000 572.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0035 802-76035 2.430 m2 | 242.78000 589.96| 237.62000 577.42| 300.00000 729.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0036 808-06714 776.000 m | 0.28000 217.28| 0.27000 209.52| 1.00000 776.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0037 808-06716 60.000 m | 2.16000 129.60| 2.11000 126.60| 2.00000 120.00 LINE, REMOVE | | | 0038 808-75297 18.000 m | 11.87000 213.66| 11.62000 209.16| 11.00000 198.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0039 402-05468 1619.000 Mg | 37.77000 61149.63| 37.80000 61198.20| 39.00000 63141.00 HMA BASE 25.0 mm, MAINLINE | | | 0040 402-05474 542.000 Mg | 42.08000 22807.36| 40.75000 22086.50| 42.00000 22764.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 171 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,738.37 ROUTE : SR 39 CALL ORDER : 171 CONTRACT ID : R -25137-A COUNTIES : BOONE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1151771 |(6) 35-0999231 |SCHUTT-LOOKABILL CO |CALUMET ASPHALT PAVING CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 315,484.09| $ 317,049.43| $ 323,177.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 315,484.09| $ 317,049.43| $ 323,177.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 171 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,738.37 ROUTE : SR 39 CALL ORDER : 171 CONTRACT ID : R -25137-A COUNTIES : BOONE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1817574 |(9) 35-1673827 |RIETH RILEY CONSTRUCTION |YARDBERRY LANDSCAPE |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 6.000 MOS | 2000.00000 12000.00| 1700.00000 10200.00| 1115.00000 6690.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 7500.00000 7500.00| 14305.00000 14305.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17000.00000 17000.00| 17000.00000 17000.00| 41405.00000 41405.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10767.67000 10767.67| 5000.00000 5000.00| 4002.00000 4002.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 491.000 m3 | 50.00000 24550.00| 24.00000 11784.00| 17.02000 8356.82 EXCAVATION, COMMON | | | 0006 203-02070 6243.000 m3 | 12.00000 74916.00| 15.00000 93645.00| 14.67000 91584.81 BORROW | | | 0007 205-02226 20.000 m | 43.00000 860.00| 30.00000 600.00| 43.05000 861.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0008 205-02229 230.000 m | 9.00000 2070.00| 10.00000 2300.00| 8.98000 2065.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 207-04867 2000.000 m2 | 7.50000 15000.00| 10.50000 21000.00| 10.29000 20580.00 LIME-KILN DUST MODIFIED SOIL, 400 mm | | | 0010 211-02060 222.300 m3 | 40.00000 8892.00| 38.00000 8447.40| 34.98000 7776.05 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52309 375.000 Mg | 22.00000 8250.00| 26.00000 9750.00| 33.66000 12622.50 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0014 402-05477 273.000 Mg | 48.00000 13104.00| 50.00000 13650.00| 55.99000 15285.27 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 405-05517 6.000 Mg | 320.00000 1920.00| 412.00000 2472.00| 435.75000 2614.50 ASPHALT FOR PRIME COAT | | | 0016 406-05520 2.050 Mg | 200.00000 410.00| 316.00000 647.80| 237.30000 486.47 ASPHALT FOR TACK COAT | | | 0017 610-05527 102.000 Mg | 50.00000 5100.00| 125.00000 12750.00| 67.71000 6906.42 HMA FOR APPROACHES | | | 0018 615-06490 13.000 EACH| 124.00000 1612.00| 180.00000 2340.00| 157.50000 2047.50 RIGHT OF WAY MARKER | | | 0019 616-02320 60.000 m2 | 6.00000 360.00| 4.00000 240.00| 3.13000 187.80 GEOTEXTILES | | | 0020 616-06405 15.000 Mg | 40.00000 600.00| 65.00000 975.00| 30.65000 459.75 RIPRAP, REVETMENT | | | 0021 621-01004 4.000 EACH| 525.00000 2100.00| 700.00000 2800.00| 525.00000 2100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 171 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,738.37 ROUTE : SR 39 CALL ORDER : 171 CONTRACT ID : R -25137-A COUNTIES : BOONE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1817574 |(9) 35-1673827 |RIETH RILEY CONSTRUCTION |YARDBERRY LANDSCAPE |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 621-06545 2.000 Mg | 753.00000 1506.00| 400.00000 800.00| 752.85000 1505.70 FERTILIZER | | | 0023 621-06553 418.000 kg | 7.53000 3147.54| 7.00000 2926.00| 7.54000 3151.72 SEED MIXTURE, R | | | 0024 621-06567 1.500 kL | 1.05000 1.58| 28.00000 42.00| 1.05000 1.58 WATER | | | 0025 621-06574 76.000 m2 | 13.20000 1003.20| 20.00000 1520.00| 13.21000 1003.96 SODDING | | | 0026 621-98503 10.000 Mg | 594.00000 5940.00| 500.00000 5000.00| 593.25000 5932.50 MULCH MATERIAL | | | 0027 714-99348 23.800 m | 1080.00000 25704.00| 1070.00000 25466.00| 1117.72000 26601.74 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0028 715-05021 29.300 m | 90.00000 2637.00| 130.00000 3809.00| 58.74000 1721.08 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0029 715-46005 4.000 EACH| 260.00000 1040.00| 300.00000 1200.00| 177.25000 709.00 PIPE END SECTION, 375 mm | | | 0030 801-06605 7.000 EACH| 73.50000 514.50| 114.00000 798.00| 73.50000 514.50 BARRICADE, IIIA | | | 0031 801-06640 8.000 EACH| 57.75000 462.00| 114.00000 912.00| 68.25000 546.00 CONSTRUCTION SIGN, A | | | 0032 801-06645 4.000 EACH| 36.75000 147.00| 65.00000 260.00| 26.25000 105.00 CONSTRUCTION SIGN, B | | | 0033 801-06775 LUMP| 7000.00000 7000.00| 17.00000 17.00| 37270.00000 37270.00 MAINTAINING TRAFFIC | | | 0034 802-02489 10.400 m | 52.50000 546.00| 52.00000 540.80| 50.40000 524.16 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0035 802-76035 2.430 m2 | 236.25000 574.09| 175.00000 425.25| 275.10000 668.49 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0036 808-06714 776.000 m | 0.27000 209.52| 1.30000 1008.80| 0.92000 713.92 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0037 808-06716 60.000 m | 2.10000 126.00| 4.50000 270.00| 2.10000 126.00 LINE, REMOVE | | | 0038 808-75297 18.000 m | 11.55000 207.90| 25.00000 450.00| 10.50000 189.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0039 402-05468 1619.000 Mg | 36.00000 58284.00| 39.00000 63141.00| 37.22000 60259.18 HMA BASE 25.0 mm, MAINLINE | | | 0040 402-05474 542.000 Mg | 39.00000 21138.00| 41.00000 22222.00| 42.34000 22948.28 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 171 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 354,738.37 ROUTE : SR 39 CALL ORDER : 171 CONTRACT ID : R -25137-A COUNTIES : BOONE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1817574 |(9) 35-1673827 |RIETH RILEY CONSTRUCTION |YARDBERRY LANDSCAPE |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 339,700.00| $ 353,909.05| $ 404,828.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 339,700.00| $ 353,909.05| $ 404,828.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 305,548.40 ROUTE : PARK CALL ORDER : 181 CONTRACT ID : R -25138-A COUNTIES : HUNTINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/16/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C216 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 290,645.75 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 295,120.00 101.5394% 3 35-1486233 GEIGER DEVELOPING INC. $ 323,724.79 111.3812% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 344,198.61 118.4254% 5 35-1505753 GAUNT & SON ASPHALT $ 423,158.69 145.5925% 6 35-1333300 KNECHT EXCAVATING $ 447,836.92 154.0834% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1486233 |E & B PAVING, INC. |BROOKS CONSTRUCTION |GEIGER DEVELOPING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 4.000 MOS | 1000.00000 4000.00| 1000.00000 4000.00| 1576.21000 6304.84 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 12200.00000 12200.00| 2500.00000 2500.00| 2501.93000 2501.93 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14030.00000 14030.00| 13841.15000 13841.15| 25989.04000 25989.04 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6140.00000 6140.00| 11000.00000 11000.00| 5617.42000 5617.42 CLEARING RIGHT OF WAY | | | 0005 202-60820 832.000 m2 | 4.76000 3960.32| 5.00000 4160.00| 3.59000 2986.88 SURFACE MILLING, ASPHALT | | | 0006 203-02000 600.000 m3 | 11.64000 6984.00| 20.00000 12000.00| 29.59000 17754.00 EXCAVATION, COMMON | | | 0007 203-02070 200.000 m3 | 14.75000 2950.00| 20.00000 4000.00| 5.89000 1178.00 BORROW | | | 0008 205-02224 1080.000 m | 5.65000 6102.00| 5.25000 5670.00| 5.25000 5670.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02226 10.000 m | 53.00000 530.00| 53.00000 530.00| 29.04000 290.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0010 205-02231 14.000 m | 71.60000 1002.40| 50.00000 700.00| 17.68000 247.52 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-02234 16.000 EACH| 60.00000 960.00| 40.00000 640.00| 70.00000 1120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 305,548.40 ROUTE : PARK CALL ORDER : 181 CONTRACT ID : R -25138-A COUNTIES : HUNTINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1486233 |E & B PAVING, INC. |BROOKS CONSTRUCTION |GEIGER DEVELOPING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 211-02060 194.000 m3 | 22.30000 4326.20| 25.00000 4850.00| 24.75000 4801.50 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 1174.000 Mg | 17.04000 20004.96| 12.00000 14088.00| 12.50000 14675.00 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05477 1471.000 Mg | 36.68000 53956.28| 40.00000 58840.00| 36.68000 53956.28 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 404-05511 2035.000 m2 | 3.45000 7020.75| 1.00000 2035.00| 3.44000 7000.40 SEAL COAT, 2 | | | 0019 405-05518 2035.000 m2 | 0.90000 1831.50| 0.50000 1017.50| 0.86000 1750.10 ASPHALT FOR PRIME COAT | | | 0020 406-05520 5.100 Mg | 165.00000 841.50| 200.00000 1020.00| 165.01000 841.55 ASPHALT FOR TACK COAT | | | 0021 601-02636 15.240 m | 50.00000 762.00| 50.00000 762.00| 50.00000 762.00 GUARDRAIL, W BEAM, NESTED | | | 0022 601-94689 4.000 EACH| 3350.00000 13400.00| 3350.00000 13400.00| 3350.00000 13400.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 41.920 m | 40.00000 1676.80| 40.00000 1676.80| 39.99000 1676.38 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 611-06497 3.000 EACH| 120.00000 360.00| 120.00000 360.00| 120.00000 360.00 MAILBOX ASSEMBLY, SINGLE | | | 0025 615-06490 22.000 EACH| 100.00000 2200.00| 100.00000 2200.00| 100.00000 2200.00 RIGHT OF WAY MARKER | | | 0026 615-06505 13.000 EACH| 410.00000 5330.00| 410.00000 5330.00| 410.00000 5330.00 MONUMENT, B | | | 0027 615-06510 1.000 EACH| 310.00000 310.00| 310.00000 310.00| 310.00000 310.00 MONUMENT, C | | | 0028 615-06530 1.000 EACH| 510.00000 510.00| 510.00000 510.00| 510.00000 510.00 POST, BENCHMARK | | | 0029 616-02320 248.000 m2 | 2.70000 669.60| 1.50000 372.00| 1.75000 434.00 GEOTEXTILES | | | 0030 616-06405 76.000 Mg | 25.54000 1941.04| 50.00000 3800.00| 28.24000 2146.24 RIPRAP, REVETMENT | | | 0031 621-01004 1.000 EACH| 425.00000 425.00| 400.00000 400.00| 425.00000 425.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01371 23.000 kg | 14.59000 335.57| 14.50000 333.50| 14.59000 335.57 SEED MIXTURE, LEGUME, 2 | | | 0033 621-01743 25.000 kg | 14.22000 355.50| 8.50000 212.50| 14.22000 355.50 SEED MIXTURE, GRASS, 2 | | | 0034 621-01882 14.000 kg | 18.85000 263.90| 18.80000 263.20| 18.85000 263.90 SEED MIXTURE, T, CONVENTIONAL MIX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 181 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 305,548.40 ROUTE : PARK CALL ORDER : 181 CONTRACT ID : R -25138-A COUNTIES : HUNTINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1486233 |E & B PAVING, INC. |BROOKS CONSTRUCTION |GEIGER DEVELOPING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06545 0.300 Mg | 793.00000 237.90| 650.00000 195.00| 793.00000 237.90 FERTILIZER | | | 0036 621-06548 2.200 kg | 55.00000 121.00| 55.00000 121.00| 55.01000 121.02 SEED MIXTURE, CV | | | 0037 621-06565 1.600 Mg | 624.00000 998.40| 575.00000 920.00| 623.91000 998.26 MULCHING MATERIAL | | | 0038 621-06574 270.000 m2 | 7.50000 2025.00| 6.70000 1809.00| 7.50000 2025.00 SODDING | | | 0039 703-51030 103.000 kg | 0.75000 77.25| 1.00000 103.00| 7.72000 795.16 REINFORCING STEEL | | | 0040 703-51032 142.000 kg | 1.00000 142.00| 4.00000 568.00| 12.13000 1722.46 REINFORCING STEEL, EPOXY COATED | | | 0041 714-01366 17.080 m | 1499.18000 25605.99| 2000.00000 34160.00| 2296.59000 39225.76 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | 0042 715-01662 92.800 m | 45.21000 4195.49| 40.00000 3712.00| 49.21000 4566.69 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0043 715-05118 6.800 m | 93.84000 638.11| 70.00000 476.00| 133.86000 910.25 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0044 715-05136 15.800 m | 270.17000 4268.69| 300.00000 4740.00| 385.63000 6092.95 PIPE, TYPE 1, CIRCULAR, 1800 mm | | | 0045 715-06357 2.000 EACH| 267.00000 534.00| 2000.00000 4000.00| 282.12000 564.24 CONCRETE ANCHOR, 1800 mm | | | 0046 715-44240 6.500 m3 | 350.15000 2275.98| 1800.00000 11700.00| 523.59000 3403.34 CONCRETE, A, STRUCTURES | | | 0047 715-46000 2.000 EACH| 64.00000 128.00| 200.00000 400.00| 163.12000 326.24 PIPE END SECTION, 300 mm | | | 0048 801-06605 4.000 EACH| 116.00000 464.00| 62.00000 248.00| 62.00000 248.00 BARRICADE, IIIA | | | 0049 801-06606 6.000 EACH| 85.00000 510.00| 85.00000 510.00| 85.00000 510.00 BARRICADE, IIIB | | | 0050 801-06640 27.000 EACH| 59.00000 1593.00| 80.00000 2160.00| 80.00000 2160.00 CONSTRUCTION SIGN, A | | | 0051 801-06645 4.000 EACH| 1.00000 4.00| 40.00000 160.00| 40.00000 160.00 CONSTRUCTION SIGN, B | | | 0052 801-06775 LUMP| 9600.00000 9600.00| 200.00000 200.00| 15500.00000 15500.00 MAINTAINING TRAFFIC | | | 0053 802-02489 27.100 m | 29.00000 785.90| 30.50000 826.55| 30.51000 826.82 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0054 802-76025 2.950 m2 | 177.00000 522.15| 135.00000 398.25| 134.98000 398.19 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 181 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 305,548.40 ROUTE : PARK CALL ORDER : 181 CONTRACT ID : R -25138-A COUNTIES : HUNTINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1486233 |E & B PAVING, INC. |BROOKS CONSTRUCTION |GEIGER DEVELOPING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 802-76035 1.890 m2 | 163.96000 309.88| 195.00000 368.55| 195.04000 368.63 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0056 808-06703 317.000 m | 0.80000 253.60| 0.80000 253.60| 0.82000 259.94 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0057 808-06713 4340.000 m | 0.19000 824.60| 0.19000 824.60| 0.36000 1562.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-75245 4200.000 m | 0.80000 3360.00| 0.80000 3360.00| 0.82000 3444.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0059 808-75297 10.500 m | 17.60000 184.80| 17.60000 184.80| 14.99000 157.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0060 808-75320 4.000 EACH| 43.00000 172.00| 43.00000 172.00| 79.00000 316.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0061 808-75325 4.000 EACH| 62.00000 248.00| 62.00000 248.00| 108.00000 432.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0062 402-05468 1015.000 Mg | 30.47000 30927.05| 30.00000 30450.00| 30.47000 30927.05 HMA BASE 25.0 mm, MAINLINE | | | 0063 402-05474 319.000 Mg | 32.36000 10322.84| 30.00000 9570.00| 32.36000 10322.84 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0064 402-05481 366.000 Mg | 36.80000 13468.80| 30.00000 10980.00| 36.80000 13468.80 HMA BASE 25.0 mm, SHOULDER | | | 0065 801-06625 6.000 EACH| 78.00000 468.00| 80.00000 480.00| 80.00000 480.00 DETOUR ROUTE MARKER ASSEMBLY | | | SECTION TOTALS | $ 290,645.75| $ 295,120.00| $ 323,724.79 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 290,645.75| $ 295,120.00| $ 323,724.79 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 181 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 305,548.40 ROUTE : PARK CALL ORDER : 181 CONTRACT ID : R -25138-A COUNTIES : HUNTINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1505753 |(6) 35-1333300 |HUNT PAVING COMPANY, INC. |GAUNT & SON ASPHALT |KNECHT EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 4.000 MOS | 1050.20000 4200.80| 1200.00000 4800.00| 2500.00000 10000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 26775.00000 26775.00| 15350.00000 15350.00| 19000.00000 19000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13117.01000 13117.01| 16025.00000 16025.00| 17500.00000 17500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6267.90000 6267.90| 6025.00000 6025.00| 14500.00000 14500.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 832.000 m2 | 4.85000 4035.20| 7.10000 5907.20| 3.50000 2912.00 SURFACE MILLING, ASPHALT | | | 0006 203-02000 600.000 m3 | 12.42000 7452.00| 28.05000 16830.00| 38.00000 22800.00 EXCAVATION, COMMON | | | 0007 203-02070 200.000 m3 | 35.30000 7060.00| 55.00000 11000.00| 36.00000 7200.00 BORROW | | | 0008 205-02224 1080.000 m | 6.72000 7257.60| 6.30000 6804.00| 5.55000 5994.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02226 10.000 m | 64.13000 641.30| 60.00000 600.00| 53.00000 530.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0010 205-02231 14.000 m | 85.54000 1197.56| 65.00000 910.00| 50.00000 700.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-02234 16.000 EACH| 63.00000 1008.00| 66.70000 1067.20| 60.00000 960.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 211-02060 194.000 m3 | 41.59000 8068.46| 50.60000 9816.40| 26.00000 5044.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 1174.000 Mg | 21.84000 25640.16| 18.90000 22188.60| 17.00000 19958.00 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05477 1471.000 Mg | 42.00000 61782.00| 53.40000 78551.40| 55.40000 81493.40 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 404-05511 2035.000 m2 | 1.05000 2136.75| 2.25000 4578.75| 2.50000 5087.50 SEAL COAT, 2 | | | 0019 405-05518 2035.000 m2 | 0.53000 1078.55| 1.60000 3256.00| 1.65000 3357.75 ASPHALT FOR PRIME COAT | | | 0020 406-05520 5.100 Mg | 210.00000 1071.00| 230.00000 1173.00| 5.10000 26.01 ASPHALT FOR TACK COAT | | | 0021 601-02636 15.240 m | 52.50000 800.10| 60.00000 914.40| 50.00000 762.00 GUARDRAIL, W BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 181 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 305,548.40 ROUTE : PARK CALL ORDER : 181 CONTRACT ID : R -25138-A COUNTIES : HUNTINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1505753 |(6) 35-1333300 |HUNT PAVING COMPANY, INC. |GAUNT & SON ASPHALT |KNECHT EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 601-94689 4.000 EACH| 3517.50000 14070.00| 3610.00000 14440.00| 3350.00000 13400.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 41.920 m | 42.00000 1760.64| 47.80000 2003.78| 40.00000 1676.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 611-06497 3.000 EACH| 126.00000 378.00| 140.00000 420.00| 154.50000 463.50 MAILBOX ASSEMBLY, SINGLE | | | 0025 615-06490 22.000 EACH| 105.00000 2310.00| 128.00000 2816.00| 100.00000 2200.00 RIGHT OF WAY MARKER | | | 0026 615-06505 13.000 EACH| 430.50000 5596.50| 340.00000 4420.00| 410.00000 5330.00 MONUMENT, B | | | 0027 615-06510 1.000 EACH| 325.50000 325.50| 215.00000 215.00| 310.00000 310.00 MONUMENT, C | | | 0028 615-06530 1.000 EACH| 535.50000 535.50| 245.00000 245.00| 510.00000 510.00 POST, BENCHMARK | | | 0029 616-02320 248.000 m2 | 3.05000 756.40| 3.50000 868.00| 3.00000 744.00 GEOTEXTILES | | | 0030 616-06405 76.000 Mg | 29.37000 2232.12| 38.55000 2929.80| 24.00000 1824.00 RIPRAP, REVETMENT | | | 0031 621-01004 1.000 EACH| 446.25000 446.25| 475.00000 475.00| 425.00000 425.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-01371 23.000 kg | 15.32000 352.36| 16.25000 373.75| 14.59000 335.57 SEED MIXTURE, LEGUME, 2 | | | 0033 621-01743 25.000 kg | 14.93000 373.25| 16.00000 400.00| 14.22000 355.50 SEED MIXTURE, GRASS, 2 | | | 0034 621-01882 14.000 kg | 19.79000 277.06| 21.00000 294.00| 18.85000 263.90 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0035 621-06545 0.300 Mg | 832.65000 249.80| 885.00000 265.50| 793.00000 237.90 FERTILIZER | | | 0036 621-06548 2.200 kg | 57.75000 127.05| 65.00000 143.00| 55.00000 121.00 SEED MIXTURE, CV | | | 0037 621-06565 1.600 Mg | 655.20000 1048.32| 695.00000 1112.00| 624.00000 998.40 MULCHING MATERIAL | | | 0038 621-06574 270.000 m2 | 7.88000 2127.60| 8.35000 2254.50| 7.50000 2025.00 SODDING | | | 0039 703-51030 103.000 kg | 3.28000 337.84| 7.50000 772.50| 8.00000 824.00 REINFORCING STEEL | | | 0040 703-51032 142.000 kg | 4.08000 579.36| 10.00000 1420.00| 10.00000 1420.00 REINFORCING STEEL, EPOXY COATED | | | 0041 714-01366 17.080 m | 1527.88000 26096.19| 2400.00000 40992.00| 2500.00000 42700.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 181 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 305,548.40 ROUTE : PARK CALL ORDER : 181 CONTRACT ID : R -25138-A COUNTIES : HUNTINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1505753 |(6) 35-1333300 |HUNT PAVING COMPANY, INC. |GAUNT & SON ASPHALT |KNECHT EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 715-01662 92.800 m | 224.36000 20820.61| 45.35000 4208.48| 60.00000 5568.00 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0043 715-05118 6.800 m | 78.52000 533.94| 75.00000 510.00| 225.00000 1530.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0044 715-05136 15.800 m | 440.63000 6961.95| 515.00000 8137.00| 550.00000 8690.00 PIPE, TYPE 1, CIRCULAR, 1800 mm | | | 0045 715-06357 2.000 EACH| 749.76000 1499.52| 950.00000 1900.00| 1100.00000 2200.00 CONCRETE ANCHOR, 1800 mm | | | 0046 715-44240 6.500 m3 | 684.15000 4446.98| 750.00000 4875.00| 1500.00000 9750.00 CONCRETE, A, STRUCTURES | | | 0047 715-46000 2.000 EACH| 248.88000 497.76| 175.00000 350.00| 150.00000 300.00 PIPE END SECTION, 300 mm | | | 0048 801-06605 4.000 EACH| 121.80000 487.20| 69.00000 276.00| 62.00000 248.00 BARRICADE, IIIA | | | 0049 801-06606 6.000 EACH| 89.25000 535.50| 95.00000 570.00| 85.00000 510.00 BARRICADE, IIIB | | | 0050 801-06640 27.000 EACH| 61.95000 1672.65| 89.00000 2403.00| 80.00000 2160.00 CONSTRUCTION SIGN, A | | | 0051 801-06645 4.000 EACH| 105.00000 420.00| 45.00000 180.00| 40.00000 160.00 CONSTRUCTION SIGN, B | | | 0052 801-06775 LUMP| 3029.72000 3029.72| 20200.00000 20200.00| 23580.00000 23580.00 MAINTAINING TRAFFIC | | | 0053 802-02489 27.100 m | 30.45000 825.20| 34.00000 921.40| 30.50000 826.55 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0054 802-76025 2.950 m2 | 122.85000 362.41| 150.00000 442.50| 135.00000 398.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0055 802-76035 1.890 m2 | 91.09000 172.16| 217.00000 410.13| 195.00000 368.55 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0056 808-06703 317.000 m | 1.05000 332.85| 0.95000 301.15| 0.82000 259.94 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0057 808-06713 4340.000 m | 0.20000 868.00| 0.40000 1736.00| 0.35000 1519.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-75245 4200.000 m | 1.05000 4410.00| 0.95000 3990.00| 0.82000 3444.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0059 808-75297 10.500 m | 17.85000 187.43| 16.70000 175.35| 15.00000 157.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 181 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 305,548.40 ROUTE : PARK CALL ORDER : 181 CONTRACT ID : R -25138-A COUNTIES : HUNTINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1505753 |(6) 35-1333300 |HUNT PAVING COMPANY, INC. |GAUNT & SON ASPHALT |KNECHT EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-75320 4.000 EACH| 71.40000 285.60| 88.00000 352.00| 79.00000 316.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0061 808-75325 4.000 EACH| 113.40000 453.60| 120.00000 480.00| 108.00000 432.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0062 402-05468 1015.000 Mg | 32.55000 33038.25| 51.55000 52323.25| 53.55000 54353.25 HMA BASE 25.0 mm, MAINLINE | | | 0063 402-05474 319.000 Mg | 32.55000 10383.45| 53.75000 17146.25| 55.75000 17784.25 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0064 402-05481 366.000 Mg | 32.55000 11913.30| 49.40000 18080.40| 51.40000 18812.40 HMA BASE 25.0 mm, SHOULDER | | | 0065 801-06625 6.000 EACH| 81.90000 491.40| 89.00000 534.00| 80.00000 480.00 DETOUR ROUTE MARKER ASSEMBLY | | | SECTION TOTALS | $ 344,198.61| $ 423,158.69| $ 447,836.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 344,198.61| $ 423,158.69| $ 447,836.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 175 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : L340002 L340002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 6,559,703.28 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 6,679,929.00 101.8327% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 6,773,364.18 103.2571% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 6,808,461.69 103.7922% 5 35-1212938 ATLAS EXCAVATING, INC. $ 7,132,735.15 108.7356% ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-01925 22.000 MOS | 1495.00000 32890.00| 1434.55000 31560.10| 1946.04000 42812.88 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 14000.00000 14000.00| 209839.77000 209839.77| 127295.45000 127295.45 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 327394.00000 327394.00| 330000.00000 330000.00| 391524.04000 391524.04 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 130564.00000 130564.00| 130000.00000 130000.00| 104377.72000 104377.72 CLEARING RIGHT OF WAY | | | 0005 202-03000 LUMP| 5000.00000 5000.00| 225.00000 225.00| 597.02000 597.02 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 41 | | | 0006 202-03000 LUMP| 2500.00000 2500.00| 12678.00000 12678.00| 6022.13000 6022.13 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 43 | | | 0007 202-03000 LUMP| 1500.00000 1500.00| 125.00000 125.00| 6022.13000 6022.13 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 44 | | | 0008 202-03000 LUMP| 5000.00000 5000.00| 12500.00000 12500.00| 6022.13000 6022.13 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 6 | | | 0009 202-51330 LUMP| 12500.00000 12500.00| 35000.00000 35000.00| 55000.00000 55000.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-78515 LUMP| 505.00000 505.00| 900.00000 900.00| 519.15000 519.15 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 202-96151 LUMP| 355.00000 355.00| 1.00000 1.00| 363.40000 363.40 TRANSPORTATION OF SALVAGEABLE ITEMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 203-02000 21700.000 m3 | 35.00000 759500.00| 15.50000 336350.00| 9.97000 216349.00 EXCAVATION, COMMON | | | 0013 205-02224 2301.000 m | 5.30000 12195.30| 5.25000 12080.25| 5.45000 12540.45 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02231 6.000 m | 60.00000 360.00| 73.94000 443.64| 62.30000 373.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02232 45.000 m3 | 20.00000 900.00| 34.85000 1568.25| 15.57000 700.65 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0016 205-02234 4.000 EACH| 46.00000 184.00| 45.00000 180.00| 46.72000 186.88 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0017 205-02237 74.000 EACH| 26.00000 1924.00| 25.00000 1850.00| 25.96000 1921.04 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0018 206-51225 10.200 m3 | 50.00000 510.00| 195.75000 1996.65| 40.00000 408.00 EXCAVATION, DRY | | | 0019 206-93520 1.000 m2 | 295.00000 295.00| 200.00000 200.00| 495.00000 495.00 TEMPORARY SHEET PILING | | | 0020 211-02050 11300.000 m3 | 17.00000 192100.00| 16.00000 180800.00| 16.35000 184755.00 B BORROW | | | 0021 211-02060 28098.000 m3 | 17.00000 477666.00| 16.00000 449568.00| 16.49000 463336.02 B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-04075 117.700 Mg | 26.00000 3060.20| 33.88000 3987.68| 28.47000 3350.92 COMPACTED AGGREGATE, O, 73 | | | 0023 303-52308 5310.000 Mg | 15.00000 79650.00| 16.50000 87615.00| 16.29000 86499.90 COMPACTED AGGREGATE, O, 53 | | | 0024 305-05206 1365.000 Mg | 40.00000 54600.00| 55.00000 75075.00| 60.92000 83155.80 WIDENING WITH HMA | | | 0025 401-05437 19231.600 Mg | 32.25000 620219.10| 34.40000 661567.04| 37.51000 721377.32 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0026 401-05455 6127.200 Mg | 37.00000 226706.40| 38.40000 235284.48| 40.54000 248396.69 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0027 401-05456 2785.100 Mg | 43.95000 122405.15| 46.50000 129507.15| 52.54000 146329.15 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0028 402-05470 7094.600 Mg | 32.85000 233057.61| 34.05000 241571.13| 35.07000 248807.62 HMA BASE C25.0 mm, MAINLINE | | | 0029 402-05480 1650.000 Mg | 43.85000 72352.50| 46.00000 75900.00| 51.37000 84760.50 HMA SURFACE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 405-05517 83.900 Mg | 375.00000 31462.50| 395.00000 33140.50| 285.99000 23994.56 ASPHALT FOR PRIME COAT | | | 0031 406-05520 43.000 Mg | 275.00000 11825.00| 295.00000 12685.00| 171.65000 7380.95 ASPHALT FOR TACK COAT | | | 0032 501-02400 LUMP| 4995.00000 4995.00| 4995.00000 4995.00| 5496.08000 5496.08 PROFILOGRAPH | | | 0033 601-06224 1.000 EACH| 33250.00000 33250.00| 35600.00000 35600.00| 39663.02000 39663.02 IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0034 603-03692 641.000 m | 59.50000 38139.50| 39.00000 24999.00| 61.26000 39267.66 FENCE, WOOD | | | 0035 604-06069 147.560 m2 | 59.35000 8757.69| 42.50000 6271.30| 47.92000 7071.08 CURB RAMP, CONCRETE | | | 0036 604-06070 2222.000 m2 | 32.10000 71326.20| 29.85000 66326.70| 38.60000 85769.20 SIDEWALK, CONCRETE | | | 0037 605-02493 329.000 m2 | 26.00000 8554.00| 27.70000 9113.30| 64.24000 21134.96 CURB ISLAND, CONCRETE | | | 0038 605-06120 201.000 m | 54.20000 10894.20| 36.90000 7416.90| 48.73000 9794.73 CURB, CONCRETE | | | 0039 605-06150 3613.000 m | 37.25000 134584.25| 43.20000 156081.60| 36.12000 130501.56 CURB AND GUTTER, C, CONCRETE | | | 0040 605-06165 2150.000 m | 37.85000 81377.50| 43.20000 92880.00| 38.41000 82581.50 CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0041 605-06215 122.000 m | 60.10000 7332.20| 101.25000 12352.50| 149.56000 18246.32 CENTER CURB, D, CONCRETE | | | 0042 610-05527 2060.000 Mg | 45.95000 94657.00| 49.00000 100940.00| 56.67000 116740.20 HMA FOR APPROACHES | | | 0043 611-05330 4800.000 m2 | 37.10000 178080.00| 36.00000 172800.00| 46.74000 224352.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0044 611-06497 10.000 EACH| 126.00000 1260.00| 165.00000 1650.00| 129.79000 1297.90 MAILBOX ASSEMBLY, SINGLE | | | 0045 615-06490 73.000 EACH| 106.00000 7738.00| 107.00000 7811.00| 109.02000 7958.46 RIGHT OF WAY MARKER | | | 0046 615-06505 11.000 EACH| 455.00000 5005.00| 415.00000 4565.00| 467.23000 5139.53 MONUMENT, B | | | 0047 615-06510 2.000 EACH| 255.00000 510.00| 390.00000 780.00| 259.58000 519.16 MONUMENT, C | | | 0048 615-06515 2.000 EACH| 155.00000 310.00| 105.00000 210.00| 155.75000 311.50 MONUMENT, D | | | 0049 615-06527 1.000 EACH| 255.00000 255.00| 390.00000 390.00| 259.57000 259.57 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 616-02320 497.000 m2 | 2.50000 1242.50| 2.25000 1118.25| 2.08000 1033.76 GEOTEXTILES | | | 0051 616-06405 676.000 Mg | 24.00000 16224.00| 28.00000 18928.00| 22.84000 15439.84 RIPRAP, REVETMENT | | | 0052 621-01004 4.000 EACH| 405.00000 1620.00| 400.00000 1600.00| 415.32000 1661.28 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06545 1.100 Mg | 730.00000 803.00| 725.00000 797.50| 752.76000 828.04 FERTILIZER | | | 0057 621-06554 205.000 kg | 11.25000 2306.25| 11.00000 2255.00| 11.42000 2341.10 SEED MIXTURE, U | | | 0058 621-06565 5.500 Mg | 575.00000 3162.50| 570.00000 3135.00| 591.83000 3255.07 MULCHING MATERIAL | | | 0059 621-06567 223.000 kL | 0.60000 133.80| 0.60000 133.80| 0.62000 138.26 WATER | | | 0060 621-06575 12337.000 m2 | 2.80000 34543.60| 2.75000 33926.75| 2.86000 35283.82 SODDING, NURSERY | | | 0061 621-92650 0.120 ha | 76925.00000 9231.00| 76925.00000 9231.00| 79871.17000 9584.54 SEEDBED AND PLANTING BED PREPARATION | | | 0062 622-05640 360.000 EACH| 39.00000 14040.00| 38.75000 13950.00| 40.23000 14482.80 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0063 622-05649 258.000 EACH| 295.00000 76110.00| 290.00000 74820.00| 301.11000 77686.38 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0064 622-05654 1591.000 EACH| 20.10000 31979.10| 20.00000 31820.00| 20.77000 33045.07 PLANT, PERENNIAL | | | 0065 701-90976 117.000 kg | 3.60000 421.20| 1.22000 142.74| 3.00000 351.00 REINFORCING STEEL, GRADE 60 | | | 0066 702-51015 1.700 m3 | 675.00000 1147.50| 700.00000 1190.00| 1100.00000 1870.00 CONCRETE, B, FOOTINGS | | | 0067 711-05101 610.000 m | 20.10000 12261.00| 20.00000 12200.00| 20.77000 12669.70 EDGING , LANDSCAPE | | | 0068 712-94080 319.000 m2 | 170.00000 54230.00| 95.00000 30305.00| 200.00000 63800.00 TIMBER DECK | | | 0069 714-02102 40.000 m2 | 210.00000 8400.00| 245.66000 9826.40| 470.00000 18800.00 RETAINING WALL, MODULAR, CONCRETE | | | 0070 714-03437 46.600 m2 | 515.00000 23999.00| 500.00000 23300.00| 450.00000 20970.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0071 714-05948 45.885 m | 4200.00000 192717.00| 5000.00000 229425.00| 5200.00000 238602.00 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 7200 mm X 3000 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 715-05019 37.000 m | 175.00000 6475.00| 158.55000 5866.35| 181.70000 6722.90 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0073 715-05048 4540.000 m | 6.75000 30645.00| 6.20000 28148.00| 8.93000 40542.20 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0074 715-05149 787.200 m | 96.00000 75571.20| 72.61000 57158.59| 74.76000 58851.07 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0075 715-05151 145.600 m | 111.00000 16161.60| 68.79000 10015.82| 95.52000 13907.71 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0076 715-05152 367.200 m | 103.00000 37821.60| 74.65000 27411.48| 95.52000 35074.94 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0077 715-05153 259.700 m | 110.00000 28567.00| 87.59000 22747.12| 116.29000 30200.51 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0078 715-05154 808.100 m | 115.00000 92931.50| 94.01000 75969.48| 126.67000 102362.03 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0079 715-05156 740.300 m | 139.00000 102901.70| 109.36000 80959.21| 157.82000 116834.15 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0080 715-05428 43.000 m | 350.00000 15050.00| 204.58000 8796.94| 332.26000 14287.18 PIPE, SLOTTED VANE DRAIN, 300 mm | | | 0081 715-05431 29.000 m | 245.00000 7105.00| 258.75000 7503.75| 389.36000 11291.44 PIPE, SLOTTED VANE DRAIN, 450 mm | | | 0082 715-46000 3.000 EACH| 220.00000 660.00| 149.70000 449.10| 233.62000 700.86 PIPE END SECTION, 300 mm | | | 0083 715-46020 2.000 EACH| 515.00000 1030.00| 326.39000 652.78| 415.32000 830.64 PIPE END SECTION, 600 mm | | | 0084 715-46030 2.000 EACH| 650.00000 1300.00| 456.39000 912.78| 752.77000 1505.54 PIPE END SECTION, 750 mm | | | 0085 715-46040 1.000 EACH| 670.00000 670.00| 618.77000 618.77| 934.47000 934.47 PIPE END SECTION, 900 mm | | | 0086 715-91361 14.500 m | 295.00000 4277.50| 94.03000 1363.44| 77.87000 1129.12 PIPE, PVC, 150 mm | | | 0087 715-92537 65.500 m | 235.00000 15392.50| 100.76000 6599.78| 124.60000 8161.30 PIPE, PVC, 200 mm | | | 0088 718-52610 873.000 m3 | 34.25000 29900.25| 26.00000 22698.00| 25.96000 22663.08 AGGREGATE FOR UNDERDRAINS | | | 0089 718-99153 13394.000 m2 | 1.55000 20760.70| 2.00000 26788.00| 1.04000 13929.76 GEOTEXTILES FOR UNDERDRAIN | | | 0090 720-44000 12.000 EACH| 315.00000 3780.00| 900.00000 10800.00| 674.89000 8098.68 CASTING, ADJUST TO GRADE | | | 0091 720-45075 4.000 EACH| 1295.00000 5180.00| 1675.00000 6700.00| 1245.96000 4983.84 INLET, R13 | | | 0092 720-45260 1.000 EACH| 685.00000 685.00| 1386.00000 1386.00| 861.79000 861.79 PIPE CATCH BASIN, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 720-45410 23.000 EACH| 1795.00000 41285.00| 1992.00000 45816.00| 1661.28000 38209.44 MANHOLE, C4 | | | 0094 720-95422 13.000 EACH| 2656.00000 34528.00| 2992.00000 38896.00| 2907.24000 37794.12 MANHOLE, J4 | | | 0095 720-98174 34.000 EACH| 1895.00000 64430.00| 2200.00000 74800.00| 1245.96000 42362.64 INLET, B15 | | | 0096 720-98555 36.000 EACH| 1595.00000 57420.00| 2200.00000 79200.00| 1453.62000 52330.32 INLET, C15 | | | 0097 721-43035 1.000 EACH| 2495.00000 2495.00| 425.00000 425.00| 5399.15000 5399.15 AUTOMATIC DRAINAGE GATE, 900 mm | | | 0098 731-93945 3466.820 m2 | 83.50000 289479.47| 100.00000 346682.00| 99.00000 343215.18 FACE PANELS, CONCRETE | | | 0099 731-93946 3466.820 m2 | 36.25000 125672.23| 75.00000 260011.50| 75.00000 260011.50 WALL ERECTION | | | 0100 731-93947 557.700 m | 61.75000 34437.98| 90.00000 50193.00| 130.00000 72501.00 LEVELING PAD, CONCRETE | | | 0101 732-03053 15.000 EACH| 525.00000 7875.00| 1040.87000 15613.05| 1557.45000 23361.75 METER PIT , WATER, RELOCATE | | | 0102 732-03943 2.000 EACH| 1395.00000 2790.00| 924.21000 1848.42| 2595.75000 5191.50 WATER VALVE AND VALVE BOX, 305 mm | | | 0103 732-03943 14.000 EACH| 1935.00000 27090.00| 2100.00000 29400.00| 3114.90000 43608.60 WATER VALVE AND VALVE BOX, 355 mm | | | 0105 732-04964 495.000 m | 75.00000 37125.00| 45.00000 22275.00| 57.11000 28269.45 WATER MAIN , COPPER, 25 mm | | | 0106 732-04964 140.000 m | 81.00000 11340.00| 82.00000 11480.00| 60.22000 8430.80 WATER MAIN , COPPER, 50 mm | | | 0107 732-04964 170.000 m | 72.00000 12240.00| 92.31000 15692.70| 62.30000 10591.00 WATER MAIN , DUCTILE IRON, 150 mm | | | 0108 732-04964 25.000 m | 108.00000 2700.00| 122.11000 3052.75| 93.45000 2336.25 WATER MAIN , DUCTILE IRON, 250 mm | | | 0109 732-04964 440.000 m | 110.00000 48400.00| 107.20000 47168.00| 103.83000 45685.20 WATER MAIN , DUCTILE IRON, 305 mm | | | 0110 732-04964 1995.000 m | 125.00000 249375.00| 116.49000 232397.55| 119.40000 238203.00 WATER MAIN , DUCTILE IRON, 355 mm | | | 0111 732-04964 40.000 m | 260.00000 10400.00| 116.49000 4659.60| 181.70000 7268.00 WATER MAIN , DUCTILE IRON, 600 mm | | | 0112 732-06581 12.000 EACH| 625.00000 7500.00| 288.35000 3460.20| 363.41000 4360.92 JOINT , SWING WITH QUICK COUPLER | | | 0113 732-06842 14.000 EACH| 375.00000 5250.00| 142.66000 1997.24| 622.98000 8721.72 TAP SERVICE WITH PIPE MARKER, 25 mm | | | 0114 732-06842 1.000 EACH| 1550.00000 1550.00| 1019.31000 1019.31| 2803.41000 2803.41 TAP SERVICE WITH PIPE MARKER, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 732-06842 1.000 EACH| 2975.00000 2975.00| 269.31000 269.31| 4153.20000 4153.20 TAP SERVICE WITH PIPE MARKER, 600 mm | | | 0116 732-91742 16.000 EACH| 1900.00000 30400.00| 2675.00000 42800.00| 2180.43000 34886.88 FIRE HYDRANT ASSEMBLY | | | 0117 801-06203 11720.000 m | 0.26000 3047.20| 0.50000 5860.00| 0.27000 3164.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0118 801-06207 2150.000 m | 3.90000 8385.00| 3.78000 8127.00| 3.32000 7138.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0119 801-06211 5.000 EACH| 149.50000 747.50| 149.00000 745.00| 154.71000 773.55 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0120 801-06218 74.000 m | 20.05000 1483.70| 0.25000 18.50| 20.77000 1536.98 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0121 801-06606 8.000 EACH| 251.00000 2008.00| 500.00000 4000.00| 389.36000 3114.88 BARRICADE, IIIB | | | 0122 801-06640 20.000 EACH| 185.50000 3710.00| 275.00000 5500.00| 258.54000 5170.80 CONSTRUCTION SIGN, A | | | 0123 801-06645 10.000 EACH| 30.05000 300.50| 95.00000 950.00| 46.72000 467.20 CONSTRUCTION SIGN, B | | | 0124 801-06775 LUMP| 15000.00000 15000.00| 217352.24000 217352.24| 40637.49000 40637.49 MAINTAINING TRAFFIC | | | 0125 802-05701 146.000 m | 33.05000 4825.30| 33.00000 4818.00| 28.55000 4168.30 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0126 802-76025 22.750 m2 | 181.00000 4117.75| 179.55000 4084.76| 113.69000 2586.45 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0127 802-76035 6.890 m2 | 266.00000 1832.74| 189.26000 1304.00| 362.89000 2500.31 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0128 802-94715 LUMP| 325.00000 325.00| 500.00000 500.00| 155.74000 155.74 SIGNS, SHEET, REMOVE AND RESET | | | 0129 805-01815 3.000 EACH| 1755.00000 5265.00| 1271.50000 3814.50| 1817.02000 5451.06 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0130 805-01816 2.000 EACH| 1205.00000 2410.00| 1243.70000 2487.40| 1245.96000 2491.92 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0131 805-01842 12.000 EACH| 704.00000 8448.00| 399.87000 4798.44| 726.81000 8721.72 HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 805-01844 1474.500 m | 22.30000 32881.35| 7.23000 10660.64| 9.89000 14582.81 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0133 805-02072 1.000 EACH| 2755.00000 2755.00| 2251.30000 2251.30| 2855.32000 2855.32 SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0134 805-02073 1.000 EACH| 2855.00000 2855.00| 2276.20000 2276.20| 2959.15000 2959.15 SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0135 805-02328 1961.000 m | 0.50000 980.50| 0.90000 1764.90| 0.52000 1019.72 SIGNAL CABLE, 1C 14GA. | | | 0136 805-02660 1.000 EACH| 4015.00000 4015.00| 3367.20000 3367.20| 4153.20000 4153.20 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 5 FACE, 305 mm RED, AMBER, | | | GREEN, AMBER ARROW, GREEN ARROW | | | 0137 805-04602 2.000 EACH| 1005.00000 2010.00| 290.00000 580.00| 1038.30000 2076.60 CONTROLLER, REWIRE | | | 0138 805-78100 1.000 EACH| 11050.00000 11050.00| 9191.80000 9191.80| 11421.29000 11421.29 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0139 805-78205 6.000 EACH| 427.00000 2562.00| 331.48000 1988.88| 441.28000 2647.68 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0140 805-78215 1.000 EACH| 452.00000 452.00| 358.00000 358.00| 467.23000 467.23 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0141 805-78230 4.000 EACH| 705.00000 2820.00| 613.74000 2454.96| 726.81000 2907.24 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0142 805-78245 2.000 EACH| 2355.00000 4710.00| 2036.13000 4072.26| 2440.01000 4880.02 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | | GREEN | | | 0143 805-78355 8.000 EACH| 402.50000 3220.00| 374.20000 2993.60| 415.32000 3322.56 PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0144 805-78412 2.000 EACH| 402.50000 805.00| 334.93000 669.86| 415.32000 830.64 SIGNAL PEDESTAL, 2.7 m | | | 0145 805-78415 3.000 EACH| 1605.00000 4815.00| 416.00000 1248.00| 1661.28000 4983.84 SPAN, CATENARY, AND TETHER | | | 0146 805-78420 3.000 EACH| 251.50000 754.50| 231.00000 693.00| 259.57000 778.71 DISCONNECT HANGER | | | 0147 805-78467 4.000 m | 4.02000 16.08| 13.80000 55.20| 4.15000 16.60 SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0148 805-78480 107.000 m | 2.02000 216.14| 0.80000 85.60| 2.08000 222.56 SIGNAL CABLE, 3C 14GA. | | | 0149 805-78485 853.000 m | 2.42000 2064.26| 0.85000 725.05| 2.49000 2123.97 SIGNAL CABLE, 5C 14GA. | | | 0150 805-78490 769.000 m | 2.82000 2168.58| 0.97000 745.93| 2.91000 2237.79 SIGNAL CABLE, 7C 14GA. | | | 0151 805-78510 2314.000 m | 1.95000 4512.30| 1.23000 2846.22| 1.97000 4558.58 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0152 805-78520 LUMP| 4550.00000 4550.00| 1640.13000 1640.13| 4672.35000 4672.35 MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0153 805-78785 15.000 EACH| 555.00000 8325.00| 127.44000 1911.60| 571.06000 8565.90 SIGNAL DETECTOR HOUSING | | | 0154 805-78795 646.000 m | 16.25000 10497.50| 25.35000 16376.10| 16.61000 10730.06 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0155 805-78900 3.000 EACH| 255.00000 765.00| 297.35000 892.05| 259.57000 778.71 PEDESTAL FOUNDATION, A | | | 0156 805-78925 1.000 EACH| 505.00000 505.00| 409.00000 409.00| 519.15000 519.15 CONTROLLER CABINET FOUNDATION, P1 | | | 0157 805-81032 3.000 EACH| 3550.00000 10650.00| 2685.20000 8055.60| 3634.05000 10902.15 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0158 805-92504 4.000 EACH| 242.00000 968.00| 191.30000 765.20| 249.19000 996.76 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0159 805-94295 2.000 EACH| 452.00000 904.00| 153.50000 307.00| 467.24000 934.48 SIGNAL HEAD, RELOCATE | | | 0160 805-96121 6.000 EACH| 81.00000 486.00| 62.32000 373.92| 83.06000 498.36 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0161 805-99162 1.000 EACH| 405.00000 405.00| 530.00000 530.00| 415.32000 415.32 SIGNAL PEDESTAL, 3.4 m | | | 0162 808-01238 1.000 EACH| 75.50000 75.50| 75.00000 75.00| 77.87000 77.87 TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | 0163 808-06701 776.000 m | 1.00000 776.00| 0.99000 768.24| 1.03000 799.28 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0164 808-06703 637.000 m | 1.00000 637.00| 0.99000 630.63| 1.03000 656.11 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0165 808-75240 100.000 m | 1.00000 100.00| 0.99000 99.00| 1.03000 103.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0166 808-75245 681.000 m | 1.00000 681.00| 0.99000 674.19| 1.03000 701.43 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0167 808-75278 118.000 m | 4.85000 572.30| 4.80000 566.40| 4.98000 587.64 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0168 808-75297 90.000 m | 9.55000 859.50| 9.50000 855.00| 9.86000 887.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0169 808-75300 304.000 m | 2.45000 744.80| 2.40000 729.60| 2.49000 756.96 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0170 808-75320 28.000 EACH| 49.25000 1379.00| 49.00000 1372.00| 50.88000 1424.64 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0171 808-75325 17.000 EACH| 68.00000 1156.00| 67.00000 1139.00| 69.57000 1182.69 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0172 808-92027 493.000 m | 2.40000 1183.20| 2.40000 1183.20| 2.49000 1227.57 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0173 621-04258 15.000 kg | 132.00000 1980.00| 130.00000 1950.00| 134.98000 2024.70 SEED MIXTURE , MEDIAN TURF | | | 0174 621-04258 4.500 kg | 292.00000 1314.00| 290.00000 1305.00| 301.11000 1355.00 SEED MIXTURE , WOODLAND | | | 0175 801-06539 LUMP| 2010.00000 2010.00| 6000.00000 6000.00| 2076.60000 2076.60 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0176 801-02617 2.000 EACH| 2010.00000 4020.00| 1500.00000 3000.00| 2076.60000 4153.20 TEMPORARY POLE, WOOD, WITH DOWN GUYS | | | AND ANCHORS | | | 0177 801-02595 2.000 EACH| 255.00000 510.00| 1200.00000 2400.00| 259.58000 519.16 CONTROLLER, RESET TIMING | | | 0178 732-04749 60.000 m | 695.00000 41700.00| 555.00000 33300.00| 739.03000 44341.80 CASING , 705 mm, BORING | | | 0179 207-02045 18593.000 m3 | 5.70000 105980.10| 2.10000 39045.30| 4.15000 77160.95 EXCAVATION FOR SUBGRADE TREATMENT | | | SECTION TOTALS | $ 6,559,703.28| $ 6,679,929.00| $ 6,773,364.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,559,703.28| $ 6,679,929.00| $ 6,773,364.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-01925 22.000 MOS | 1200.00000 26400.00| 2000.00000 44000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 125000.00000 125000.00| 145000.00000 145000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 340000.00000 340000.00| 365000.00000 365000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 136000.00000 136000.00| 40000.00000 40000.00| CLEARING RIGHT OF WAY | | | 0005 202-03000 LUMP| 6000.00000 6000.00| 7100.00000 7100.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 41 | | | 0006 202-03000 LUMP| 4800.00000 4800.00| 4175.00000 4175.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 43 | | | 0007 202-03000 LUMP| 3000.00000 3000.00| 3700.00000 3700.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 44 | | | 0008 202-03000 LUMP| 4200.00000 4200.00| 10250.00000 10250.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 6 | | | 0009 202-51330 LUMP| 10000.00000 10000.00| 13000.00000 13000.00| PRESENT STRUCTURE, REMOVE | | | 0010 202-78515 LUMP| 1500.00000 1500.00| 550.00000 550.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 202-96151 LUMP| 1.00000 1.00| 375.00000 375.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0012 203-02000 21700.000 m3 | 17.00000 368900.00| 25.00000 542500.00| EXCAVATION, COMMON | | | 0013 205-02224 2301.000 m | 5.40000 12425.40| 5.25000 12080.25| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02231 6.000 m | 35.00000 210.00| 3200.00000 19200.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02232 45.000 m3 | 20.00000 900.00| 2825.00000 127125.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0016 205-02234 4.000 EACH| 46.30000 185.20| 45.00000 180.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 205-02237 74.000 EACH| 26.00000 1924.00| 25.00000 1850.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0018 206-51225 10.200 m3 | 80.00000 816.00| 110.00000 1122.00| EXCAVATION, DRY | | | 0019 206-93520 1.000 m2 | 30000.00000 30000.00| 30000.00000 30000.00| TEMPORARY SHEET PILING | | | 0020 211-02050 11300.000 m3 | 18.00000 203400.00| 12.50000 141250.00| B BORROW | | | 0021 211-02060 28098.000 m3 | 20.00000 561960.00| 17.00000 477666.00| B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-04075 117.700 Mg | 34.00000 4001.80| 14.89000 1752.55| COMPACTED AGGREGATE, O, 73 | | | 0023 303-52308 5310.000 Mg | 15.00000 79650.00| 17.50000 92925.00| COMPACTED AGGREGATE, O, 53 | | | 0024 305-05206 1365.000 Mg | 55.00000 75075.00| 57.00000 77805.00| WIDENING WITH HMA | | | 0025 401-05437 19231.600 Mg | 34.40000 661567.04| 36.00000 692337.60| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0026 401-05455 6127.200 Mg | 38.40000 235284.48| 40.00000 245088.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0027 401-05456 2785.100 Mg | 44.95000 125190.25| 46.00000 128114.60| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0028 402-05470 7094.600 Mg | 34.05000 241571.13| 35.00000 248311.00| HMA BASE C25.0 mm, MAINLINE | | | 0029 402-05480 1650.000 Mg | 44.85000 74002.50| 46.00000 75900.00| HMA SURFACE 19.0 mm, MAINLINE | | | 0030 405-05517 83.900 Mg | 295.00000 24750.50| 404.00000 33895.60| ASPHALT FOR PRIME COAT | | | 0031 406-05520 43.000 Mg | 295.00000 12685.00| 305.00000 13115.00| ASPHALT FOR TACK COAT | | | 0032 501-02400 LUMP| 5000.00000 5000.00| 5100.00000 5100.00| PROFILOGRAPH | | | 0033 601-06224 1.000 EACH| 38200.00000 38200.00| 36000.00000 36000.00| IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0034 603-03692 641.000 m | 59.00000 37819.00| 51.00000 32691.00| FENCE, WOOD | | | 0035 604-06069 147.560 m2 | 95.00000 14018.20| 95.00000 14018.20| CURB RAMP, CONCRETE | | | 0036 604-06070 2222.000 m2 | 29.00000 64438.00| 30.00000 66660.00| SIDEWALK, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 605-02493 329.000 m2 | 40.00000 13160.00| 41.00000 13489.00| CURB ISLAND, CONCRETE | | | 0038 605-06120 201.000 m | 78.00000 15678.00| 80.00000 16080.00| CURB, CONCRETE | | | 0039 605-06150 3613.000 m | 32.00000 115616.00| 33.00000 119229.00| CURB AND GUTTER, C, CONCRETE | | | 0040 605-06165 2150.000 m | 32.00000 68800.00| 33.00000 70950.00| CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0041 605-06215 122.000 m | 135.00000 16470.00| 140.00000 17080.00| CENTER CURB, D, CONCRETE | | | 0042 610-05527 2060.000 Mg | 50.00000 103000.00| 49.00000 100940.00| HMA FOR APPROACHES | | | 0043 611-05330 4800.000 m2 | 33.50000 160800.00| 34.00000 163200.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0044 611-06497 10.000 EACH| 125.00000 1250.00| 140.00000 1400.00| MAILBOX ASSEMBLY, SINGLE | | | 0045 615-06490 73.000 EACH| 105.00000 7665.00| 105.00000 7665.00| RIGHT OF WAY MARKER | | | 0046 615-06505 11.000 EACH| 450.00000 4950.00| 330.00000 3630.00| MONUMENT, B | | | 0047 615-06510 2.000 EACH| 250.00000 500.00| 330.00000 660.00| MONUMENT, C | | | 0048 615-06515 2.000 EACH| 150.00000 300.00| 152.00000 304.00| MONUMENT, D | | | 0049 615-06527 1.000 EACH| 250.00000 250.00| 330.00000 330.00| MONUMENT, SECTION CORNER | | | 0050 616-02320 497.000 m2 | 1.80000 894.60| 3.00000 1491.00| GEOTEXTILES | | | 0051 616-06405 676.000 Mg | 30.00000 20280.00| 18.00000 12168.00| RIPRAP, REVETMENT | | | 0052 621-01004 4.000 EACH| 400.00000 1600.00| 450.00000 1800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06545 1.100 Mg | 725.00000 797.50| 730.00000 803.00| FERTILIZER | | | 0057 621-06554 205.000 kg | 11.00000 2255.00| 12.00000 2460.00| SEED MIXTURE, U | | | 0058 621-06565 5.500 Mg | 570.00000 3135.00| 575.00000 3162.50| MULCHING MATERIAL | | | 0059 621-06567 223.000 kL | 0.60000 133.80| 0.65000 144.95| WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 621-06575 12337.000 m2 | 2.75000 33926.75| 2.80000 34543.60| SODDING, NURSERY | | | 0061 621-92650 0.120 ha | 76925.00000 9231.00| 77000.00000 9240.00| SEEDBED AND PLANTING BED PREPARATION | | | 0062 622-05640 360.000 EACH| 38.75000 13950.00| 39.00000 14040.00| PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0063 622-05649 258.000 EACH| 290.00000 74820.00| 300.00000 77400.00| PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0064 622-05654 1591.000 EACH| 20.00000 31820.00| 21.00000 33411.00| PLANT, PERENNIAL | | | 0065 701-90976 117.000 kg | 4.25000 497.25| 1.90000 222.30| REINFORCING STEEL, GRADE 60 | | | 0066 702-51015 1.700 m3 | 1000.00000 1700.00| 800.00000 1360.00| CONCRETE, B, FOOTINGS | | | 0067 711-05101 610.000 m | 20.00000 12200.00| 21.00000 12810.00| EDGING , LANDSCAPE | | | 0068 712-94080 319.000 m2 | 135.00000 43065.00| 225.00000 71775.00| TIMBER DECK | | | 0069 714-02102 40.000 m2 | 200.00000 8000.00| 400.00000 16000.00| RETAINING WALL, MODULAR, CONCRETE | | | 0070 714-03437 46.600 m2 | 1250.00000 58250.00| 850.00000 39610.00| WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0071 714-05948 45.885 m | 6100.00000 279898.50| 7100.00000 325783.50| CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 7200 mm X 3000 mm | | | 0072 715-05019 37.000 m | 180.00000 6660.00| 204.00000 7548.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0073 715-05048 4540.000 m | 7.50000 34050.00| 7.00000 31780.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0074 715-05149 787.200 m | 77.00000 60614.40| 97.00000 76358.40| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0075 715-05151 145.600 m | 85.00000 12376.00| 111.00000 16161.60| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0076 715-05152 367.200 m | 89.00000 32680.80| 141.00000 51775.20| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0077 715-05153 259.700 m | 102.00000 26489.40| 151.00000 39214.70| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0078 715-05154 808.100 m | 100.00000 80810.00| 156.00000 126063.60| PIPE, TYPE 2, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 715-05156 740.300 m | 135.00000 99940.50| 190.00000 140657.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0080 715-05428 43.000 m | 85.00000 3655.00| 125.00000 5375.00| PIPE, SLOTTED VANE DRAIN, 300 mm | | | 0081 715-05431 29.000 m | 95.00000 2755.00| 137.00000 3973.00| PIPE, SLOTTED VANE DRAIN, 450 mm | | | 0082 715-46000 3.000 EACH| 285.00000 855.00| 150.00000 450.00| PIPE END SECTION, 300 mm | | | 0083 715-46020 2.000 EACH| 650.00000 1300.00| 350.00000 700.00| PIPE END SECTION, 600 mm | | | 0084 715-46030 2.000 EACH| 650.00000 1300.00| 500.00000 1000.00| PIPE END SECTION, 750 mm | | | 0085 715-46040 1.000 EACH| 650.00000 650.00| 775.00000 775.00| PIPE END SECTION, 900 mm | | | 0086 715-91361 14.500 m | 150.00000 2175.00| 400.00000 5800.00| PIPE, PVC, 150 mm | | | 0087 715-92537 65.500 m | 85.00000 5567.50| 283.00000 18536.50| PIPE, PVC, 200 mm | | | 0088 718-52610 873.000 m3 | 30.00000 26190.00| 35.00000 30555.00| AGGREGATE FOR UNDERDRAINS | | | 0089 718-99153 13394.000 m2 | 1.00000 13394.00| 1.60000 21430.40| GEOTEXTILES FOR UNDERDRAIN | | | 0090 720-44000 12.000 EACH| 250.00000 3000.00| 235.00000 2820.00| CASTING, ADJUST TO GRADE | | | 0091 720-45075 4.000 EACH| 950.00000 3800.00| 1100.00000 4400.00| INLET, R13 | | | 0092 720-45260 1.000 EACH| 500.00000 500.00| 600.00000 600.00| PIPE CATCH BASIN, 300 mm | | | 0093 720-45410 23.000 EACH| 1220.00000 28060.00| 1535.00000 35305.00| MANHOLE, C4 | | | 0094 720-95422 13.000 EACH| 1900.00000 24700.00| 1965.00000 25545.00| MANHOLE, J4 | | | 0095 720-98174 34.000 EACH| 1200.00000 40800.00| 1745.00000 59330.00| INLET, B15 | | | 0096 720-98555 36.000 EACH| 1200.00000 43200.00| 1775.00000 63900.00| INLET, C15 | | | 0097 721-43035 1.000 EACH| 950.00000 950.00| 990.00000 990.00| AUTOMATIC DRAINAGE GATE, 900 mm | | | 0098 731-93945 3466.820 m2 | 102.00000 353615.64| 115.00000 398684.30| FACE PANELS, CONCRETE | | | 0099 731-93946 3466.820 m2 | 35.00000 121338.70| 50.00000 173341.00| WALL ERECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 731-93947 557.700 m | 380.00000 211926.00| 45.00000 25096.50| LEVELING PAD, CONCRETE | | | 0101 732-03053 15.000 EACH| 500.00000 7500.00| 320.00000 4800.00| METER PIT , WATER, RELOCATE | | | 0102 732-03943 2.000 EACH| 1800.00000 3600.00| 1200.00000 2400.00| WATER VALVE AND VALVE BOX, 305 mm | | | 0103 732-03943 14.000 EACH| 4000.00000 56000.00| 3500.00000 49000.00| WATER VALVE AND VALVE BOX, 355 mm | | | 0105 732-04964 495.000 m | 34.00000 16830.00| 36.00000 17820.00| WATER MAIN , COPPER, 25 mm | | | 0106 732-04964 140.000 m | 50.00000 7000.00| 55.00000 7700.00| WATER MAIN , COPPER, 50 mm | | | 0107 732-04964 170.000 m | 52.00000 8840.00| 50.00000 8500.00| WATER MAIN , DUCTILE IRON, 150 mm | | | 0108 732-04964 25.000 m | 140.00000 3500.00| 103.00000 2575.00| WATER MAIN , DUCTILE IRON, 250 mm | | | 0109 732-04964 440.000 m | 90.00000 39600.00| 84.00000 36960.00| WATER MAIN , DUCTILE IRON, 305 mm | | | 0110 732-04964 1995.000 m | 120.00000 239400.00| 130.00000 259350.00| WATER MAIN , DUCTILE IRON, 355 mm | | | 0111 732-04964 40.000 m | 210.00000 8400.00| 310.00000 12400.00| WATER MAIN , DUCTILE IRON, 600 mm | | | 0112 732-06581 12.000 EACH| 500.00000 6000.00| 425.00000 5100.00| JOINT , SWING WITH QUICK COUPLER | | | 0113 732-06842 14.000 EACH| 500.00000 7000.00| 1000.00000 14000.00| TAP SERVICE WITH PIPE MARKER, 25 mm | | | 0114 732-06842 1.000 EACH| 2000.00000 2000.00| 1050.00000 1050.00| TAP SERVICE WITH PIPE MARKER, 250 mm | | | 0115 732-06842 1.000 EACH| 3000.00000 3000.00| 1050.00000 1050.00| TAP SERVICE WITH PIPE MARKER, 600 mm | | | 0116 732-91742 16.000 EACH| 2800.00000 44800.00| 2600.00000 41600.00| FIRE HYDRANT ASSEMBLY | | | 0117 801-06203 11720.000 m | 0.26000 3047.20| 0.27000 3164.40| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0118 801-06207 2150.000 m | 3.20000 6880.00| 3.25000 6987.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0119 801-06211 5.000 EACH| 150.00000 750.00| 150.00000 750.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0120 801-06218 74.000 m | 20.00000 1480.00| 21.00000 1554.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 801-06606 8.000 EACH| 250.00000 2000.00| 260.00000 2080.00| BARRICADE, IIIB | | | 0122 801-06640 20.000 EACH| 185.00000 3700.00| 190.00000 3800.00| CONSTRUCTION SIGN, A | | | 0123 801-06645 10.000 EACH| 30.00000 300.00| 31.00000 310.00| CONSTRUCTION SIGN, B | | | 0124 801-06775 LUMP| 123000.00000 123000.00| 22000.00000 22000.00| MAINTAINING TRAFFIC | | | 0125 802-05701 146.000 m | 30.00000 4380.00| 28.00000 4088.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0126 802-76025 22.750 m2 | 119.00000 2707.25| 110.00000 2502.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0127 802-76035 6.890 m2 | 140.00000 964.60| 350.00000 2411.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0128 802-94715 LUMP| 1000.00000 1000.00| 155.00000 155.00| SIGNS, SHEET, REMOVE AND RESET | | | 0129 805-01815 3.000 EACH| 1600.00000 4800.00| 1860.00000 5580.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0130 805-01816 2.000 EACH| 550.00000 1100.00| 1275.00000 2550.00| SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0131 805-01842 12.000 EACH| 550.00000 6600.00| 745.00000 8940.00| HANDHOLE, SIGNAL | | | 0132 805-01844 1474.500 m | 32.80000 48363.60| 24.00000 35388.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0133 805-02072 1.000 EACH| 4000.00000 4000.00| 3000.00000 3000.00| SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0134 805-02073 1.000 EACH| 4200.00000 4200.00| 3100.00000 3100.00| SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0135 805-02328 1961.000 m | 2.00000 3922.00| 0.55000 1078.55| SIGNAL CABLE, 1C 14GA. | | | 0136 805-02660 1.000 EACH| 3400.00000 3400.00| 4300.00000 4300.00| TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 5 FACE, 305 mm RED, AMBER, | | | GREEN, AMBER ARROW, GREEN ARROW | | | 0137 805-04602 2.000 EACH| 500.00000 1000.00| 1100.00000 2200.00| CONTROLLER, REWIRE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 805-78100 1.000 EACH| 8500.00000 8500.00| 12000.00000 12000.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0139 805-78205 6.000 EACH| 375.00000 2250.00| 460.00000 2760.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0140 805-78215 1.000 EACH| 375.00000 375.00| 480.00000 480.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0141 805-78230 4.000 EACH| 600.00000 2400.00| 745.00000 2980.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0142 805-78245 2.000 EACH| 1800.00000 3600.00| 2500.00000 5000.00| TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 305 mm RED, AMBER, | | | GREEN | | | 0143 805-78355 8.000 EACH| 350.00000 2800.00| 425.00000 3400.00| PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0144 805-78412 2.000 EACH| 800.00000 1600.00| 425.00000 850.00| SIGNAL PEDESTAL, 2.7 m | | | 0145 805-78415 3.000 EACH| 1000.00000 3000.00| 1700.00000 5100.00| SPAN, CATENARY, AND TETHER | | | 0146 805-78420 3.000 EACH| 280.00000 840.00| 270.00000 810.00| DISCONNECT HANGER | | | 0147 805-78467 4.000 m | 5.00000 20.00| 4.25000 17.00| SIGNAL CABLE, 3C 8GA. | | | 0148 805-78480 107.000 m | 2.00000 214.00| 2.20000 235.40| SIGNAL CABLE, 3C 14GA. | | | 0149 805-78485 853.000 m | 2.65000 2260.45| 2.60000 2217.80| SIGNAL CABLE, 5C 14GA. | | | 0150 805-78490 769.000 m | 3.00000 2307.00| 3.00000 2307.00| SIGNAL CABLE, 7C 14GA. | | | 0151 805-78510 2314.000 m | 2.00000 4628.00| 2.05000 4743.70| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0152 805-78520 LUMP| 1100.00000 1100.00| 4800.00000 4800.00| MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0153 805-78785 15.000 EACH| 400.00000 6000.00| 585.00000 8775.00| SIGNAL DETECTOR HOUSING | | | 0154 805-78795 646.000 m | 30.00000 19380.00| 17.00000 10982.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 805-78900 3.000 EACH| 500.00000 1500.00| 270.00000 810.00| PEDESTAL FOUNDATION, A | | | 0156 805-78925 1.000 EACH| 650.00000 650.00| 550.00000 550.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0157 805-81032 3.000 EACH| 3200.00000 9600.00| 3800.00000 11400.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0158 805-92504 4.000 EACH| 190.00000 760.00| 255.00000 1020.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0159 805-94295 2.000 EACH| 250.00000 500.00| 480.00000 960.00| SIGNAL HEAD, RELOCATE | | | 0160 805-96121 6.000 EACH| 150.00000 900.00| 85.00000 510.00| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0161 805-99162 1.000 EACH| 950.00000 950.00| 425.00000 425.00| SIGNAL PEDESTAL, 3.4 m | | | 0162 808-01238 1.000 EACH| 75.00000 75.00| 77.00000 77.00| TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | 0163 808-06701 776.000 m | 1.00000 776.00| 1.00000 776.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0164 808-06703 637.000 m | 1.00000 637.00| 1.00000 637.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0165 808-75240 100.000 m | 1.00000 100.00| 1.00000 100.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0166 808-75245 681.000 m | 1.00000 681.00| 1.00000 681.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0167 808-75278 118.000 m | 4.80000 566.40| 4.85000 572.30| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0168 808-75297 90.000 m | 9.50000 855.00| 9.60000 864.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0169 808-75300 304.000 m | 2.40000 729.60| 2.45000 744.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0170 808-75320 28.000 EACH| 49.00000 1372.00| 50.00000 1400.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0171 808-75325 17.000 EACH| 67.00000 1139.00| 68.00000 1156.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 201 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,740,196.31 ROUTE : CALL ORDER : 201 CONTRACT ID : R -25145-A COUNTIES : TIPPECANOE LETTING DATE : 02/13/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0172 808-92027 493.000 m | 2.40000 1183.20| 2.45000 1207.85| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0173 621-04258 15.000 kg | 130.00000 1950.00| 131.00000 1965.00| SEED MIXTURE , MEDIAN TURF | | | 0174 621-04258 4.500 kg | 290.00000 1305.00| 300.00000 1350.00| SEED MIXTURE , WOODLAND | | | 0175 801-06539 LUMP| 6000.00000 6000.00| 2125.00000 2125.00| TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0176 801-02617 2.000 EACH| 1000.00000 2000.00| 2200.00000 4400.00| TEMPORARY POLE, WOOD, WITH DOWN GUYS | | | AND ANCHORS | | | 0177 801-02595 2.000 EACH| 250.00000 500.00| 280.00000 560.00| CONTROLLER, RESET TIMING | | | 0178 732-04749 60.000 m | 880.00000 52800.00| 800.00000 48000.00| CASING , 705 mm, BORING | | | 0179 207-02045 18593.000 m3 | 5.35000 99472.55| 6.00000 111558.00| EXCAVATION FOR SUBGRADE TREATMENT | | | SECTION TOTALS | $ 6,808,461.69| $ 7,132,735.15| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,808,461.69| $ 7,132,735.15| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 203 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,305,199.99 ROUTE : J346 CALL ORDER : 203 CONTRACT ID : R -25275-B COUNTIES : HUNTINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/21/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : J346007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 5,253,039.58 100.0000% 2 35-1489621 HRP CONSTRUCTION, INC. $ 5,347,147.18 101.7914% 3 35-1486233 GEIGER DEVELOPING INC. $ 5,379,478.06 102.4069% ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1489621 |(3) 35-1486233 |TSCHUOR, GALE COMPANY, INC. |HRP CONSTRUCTION, INC. |GEIGER DEVELOPING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT | | | 0001 105-01925 18.000 MOS | 1642.68000 29568.24| 1400.00000 25200.00| 1458.00000 26244.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 37028.40000 37028.40| 100000.00000 100000.00| 15619.00000 15619.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 254483.17000 254483.17| 270000.00000 270000.00| 117599.00000 117599.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 103930.74000 103930.74| 120000.00000 120000.00| 22105.00000 22105.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 62.000 m | 14.53000 900.86| 8.00000 496.00| 15.52000 962.24 CURB, CONCRETE, REMOVE | | | 0006 202-03875 4.000 EACH| 207.69000 830.76| 250.00000 1000.00| 123.48000 493.92 CONCRETE STEPS, REMOVE | | | 0007 202-52710 942.000 m2 | 12.09000 11388.78| 5.00000 4710.00| 2.69000 2533.98 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 335.000 m2 | 4.40000 1474.00| 10.00000 3350.00| 10.14000 3396.90 SURFACE MILLING, ASPHALT | | | 0009 202-74025 64.500 m | 7.75000 499.88| 20.00000 1290.00| 20.00000 1290.00 FENCE, REMOVE | | | 0010 203-02000 26200.000 m3 | 11.20000 293440.00| 7.00000 183400.00| 5.69000 149078.00 EXCAVATION, COMMON | | | 0011 203-02010 26250.000 m3 | 68.59000 1800487.50| 35.00000 918750.00| 69.32000 1819650.00 EXCAVATION, ROCK | | | 0012 205-02236 2.000 EACH| 103.46000 206.92| 95.00000 190.00| 121.57000 243.14 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 205-02237 40.000 EACH| 27.23000 1089.20| 25.00000 1000.00| 35.30000 1412.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 203 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,305,199.99 ROUTE : J346 CALL ORDER : 203 CONTRACT ID : R -25275-B COUNTIES : HUNTINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1489621 |(3) 35-1486233 |TSCHUOR, GALE COMPANY, INC. |HRP CONSTRUCTION, INC. |GEIGER DEVELOPING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 26000.000 m3 | 20.86000 542360.00| 12.00000 312000.00| 21.50000 559000.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-04075 120.000 Mg | 14.11000 1693.20| 24.00000 2880.00| 30.00000 3600.00 COMPACTED AGGREGATE, O, 73 | | | 0016 303-52308 700.000 Mg | 13.69000 9583.00| 22.00000 15400.00| 30.00000 21000.00 COMPACTED AGGREGATE, O, 53 | | | 0017 305-05204 25.000 Mg | 60.02000 1500.50| 55.11000 1377.75| 48.00000 1200.00 HMA FOR PATCHING | | | 0018 401-05437 2650.000 Mg | 33.87000 89755.50| 31.10000 82415.00| 30.50000 80825.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0019 401-05454 1321.000 Mg | 34.73000 45878.33| 31.89000 42126.69| 28.89000 38163.69 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0020 401-05456 632.000 Mg | 40.00000 25280.00| 36.73000 23213.36| 36.64000 23156.48 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05475 794.000 Mg | 36.39000 28893.66| 33.41000 26527.54| 32.61000 25892.34 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0022 406-05520 9.000 Mg | 180.06000 1620.54| 165.33000 1487.97| 145.00000 1305.00 ASPHALT FOR TACK COAT | | | 0023 603-01159 52.000 m | 65.34000 3397.68| 60.00000 3120.00| 60.00000 3120.00 FENCE, CHAIN LINK, 1067 mm | | | 0024 604-06069 432.000 m2 | 27.10000 11707.20| 34.60000 14947.20| 44.00000 19008.00 CURB RAMP, CONCRETE | | | 0025 604-06070 1550.000 m2 | 37.17000 57613.50| 24.20000 37510.00| 32.08000 49724.00 SIDEWALK, CONCRETE | | | 0026 604-44251 4.000 m3 | 956.68000 3826.72| 1350.00000 5400.00| 915.43000 3661.72 STEPS, CONCRETE | | | 0027 605-06155 1021.000 m | 32.65000 33335.65| 30.50000 31140.50| 29.69000 30313.49 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0028 605-95486 62.000 m | 71.87000 4455.94| 48.00000 2976.00| 33.15000 2055.30 CURB AND GUTTER, ROLLED, CONCRETE | | | 0029 610-05527 637.000 Mg | 59.55000 37933.35| 54.68000 34831.16| 48.00000 30576.00 HMA FOR APPROACHES | | | 0030 611-05330 529.400 m2 | 36.32000 19227.81| 35.00000 18529.00| 46.23000 24474.16 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0031 621-01004 2.000 EACH| 517.31000 1034.62| 475.00000 950.00| 475.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06545 4.000 Mg | 661.07000 2644.28| 607.00000 2428.00| 607.00000 2428.00 FERTILIZER | | | 0033 621-06553 840.000 kg | 8.87000 7450.80| 8.14000 6837.60| 8.14000 6837.60 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 203 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,305,199.99 ROUTE : J346 CALL ORDER : 203 CONTRACT ID : R -25275-B COUNTIES : HUNTINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1489621 |(3) 35-1486233 |TSCHUOR, GALE COMPANY, INC. |HRP CONSTRUCTION, INC. |GEIGER DEVELOPING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06565 20.000 Mg | 508.60000 10172.00| 467.00000 9340.00| 467.00000 9340.00 MULCHING MATERIAL | | | 0035 621-06567 7.000 kL | 0.62000 4.34| 0.55000 3.85| 0.55000 3.85 WATER | | | 0036 621-06575 4100.000 m2 | 3.56000 14596.00| 3.27000 13407.00| 3.27000 13407.00 SODDING, NURSERY | | | 0037 702-44240 20.000 m3 | 219.56000 4391.20| 600.00000 12000.00| 602.80000 12056.00 CONCRETE, A, STRUCTURES | | | 0038 714-26703 8.000 m | 867.17000 6937.36| 2100.00000 16800.00| 842.04000 6736.32 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0039 714-26707 226.000 m | 731.91480 165412.74| 1700.00000 384200.00| 1225.71000 277010.46 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1800 mm | | | 0040 714-26712 952.000 m | 1050.42490 1000004.50| 1965.00000 1870680.00| 1366.96000 1301345.92 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1800 mm | | | 0041 714-26722 65.000 m | 2416.06000 157043.90| 3450.00000 224250.00| 2351.67000 152858.55 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 2400 mm | | | 0042 715-05024 139.000 m | 183.22000 25467.58| 135.00000 18765.00| 248.96000 34605.44 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0043 715-05048 1190.000 m | 8.60000 10234.00| 23.00000 27370.00| 19.26000 22919.40 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05149 21.000 m | 59.15000 1242.15| 79.00000 1659.00| 82.58000 1734.18 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0045 715-05151 250.000 m | 59.19000 14797.50| 81.00000 20250.00| 88.52000 22130.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0046 715-05152 18.000 m | 66.11000 1189.98| 88.00000 1584.00| 117.16000 2108.88 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0047 715-05154 33.000 m | 95.06000 3136.98| 99.00000 3267.00| 132.84000 4383.72 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0048 715-05156 62.000 m | 133.24000 8260.88| 117.00000 7254.00| 167.25000 10369.50 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0049 715-05159 100.000 m | 215.18000 21518.00| 165.00000 16500.00| 269.90000 26990.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0050 715-05161 57.000 m | 275.30000 15692.10| 215.00000 12255.00| 301.41000 17180.37 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0051 715-05408 18.500 m | 66.62950 1232.65| 108.00000 1998.00| 141.44000 2616.64 PIPE, SANITARY SEWER, 200 mm | | | 0052 715-05409 24.000 m | 34.54000 828.96| 136.00000 3264.00| 140.98000 3383.52 PIPE, SANITARY SEWER, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 203 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,305,199.99 ROUTE : J346 CALL ORDER : 203 CONTRACT ID : R -25275-B COUNTIES : HUNTINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1489621 |(3) 35-1486233 |TSCHUOR, GALE COMPANY, INC. |HRP CONSTRUCTION, INC. |GEIGER DEVELOPING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05412 13.000 m | 91.88000 1194.44| 164.00000 2132.00| 187.99000 2443.87 PIPE, SANITARY SEWER, 375 mm | | | 0054 715-05711 300.000 m | 43.24000 12972.00| 57.00000 17100.00| 66.21000 19863.00 PIPE, SANITARY SEWER, 150 mm | | | 0055 715-96672 1050.000 m | 80.43000 84451.50| 75.00000 78750.00| 51.28000 53844.00 WATER MAIN, DUCTILE IRON, 150 mm | | | 0056 718-52610 175.000 m3 | 37.03000 6480.25| 25.00000 4375.00| 22.47000 3932.25 AGGREGATE FOR UNDERDRAINS | | | 0057 718-99153 1900.000 m2 | 1.74000 3306.00| 2.00000 3800.00| 1.15000 2185.00 GEOTEXTILES FOR UNDERDRAIN | | | 0058 720-02810 1.000 EACH| 1277.92000 1277.92| 1350.00000 1350.00| 1531.11000 1531.11 INLET, B5 | | | 0059 720-03194 1.000 EACH| 2051.90000 2051.90| 2250.00000 2250.00| 2639.90000 2639.90 MANHOLE , TYPE C - A(HT) | | | 0060 720-03194 2.000 EACH| 2220.77000 4441.54| 3300.00000 6600.00| 3073.00000 6146.00 MANHOLE , TYPE VI(HT) - A(HT) | | | 0061 720-04682 1.000 EACH| 758.04000 758.04| 700.00000 700.00| 950.00000 950.00 INLET TYPE I(HT)-G(HT) | | | 0062 720-04682 1.000 EACH| 897.50000 897.50| 700.00000 700.00| 985.00000 985.00 INLET TYPE M(HT)-G(HT) | | | 0063 720-44000 16.000 EACH| 365.93000 5854.88| 500.00000 8000.00| 336.00000 5376.00 CASTING, ADJUST TO GRADE CASTING TYPE | | | "A(HT)" | | | 0064 720-45030 1.000 EACH| 1348.18000 1348.18| 850.00000 850.00| 950.17000 950.17 INLET, E7 | | | 0065 720-45035 3.000 EACH| 1357.27000 4071.81| 930.00000 2790.00| 981.00000 2943.00 INLET, F7 | | | 0066 720-45045 11.000 EACH| 1141.01000 12551.11| 1100.00000 12100.00| 1211.00000 13321.00 INLET, J10 | | | 0067 720-45145 2.000 EACH| 1101.16000 2202.32| 1100.00000 2200.00| 1211.00000 2422.00 INLET, J10, MODIFIED | | | 0068 720-45410 2.000 EACH| 1319.28000 2638.56| 1750.00000 3500.00| 811.00000 1622.00 MANHOLE, C4 | | | 0069 720-45510 7.000 EACH| 1239.91000 8679.37| 1750.00000 12250.00| 1373.00000 9611.00 MANHOLE, C4, MODIFIED | | | 0070 720-93409 4.000 EACH| 1536.79000 6147.16| 1650.00000 6600.00| 1561.36000 6245.44 INLET, B15, MODIFIED | | | 0071 720-94612 4.000 EACH| 2979.74000 11918.96| 4500.00000 18000.00| 3275.00000 13100.00 MANHOLE, K4 | | | 0072 720-95422 5.000 EACH| 2037.54000 10187.70| 3100.00000 15500.00| 1949.00000 9745.00 MANHOLE, J4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 203 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,305,199.99 ROUTE : J346 CALL ORDER : 203 CONTRACT ID : R -25275-B COUNTIES : HUNTINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1489621 |(3) 35-1486233 |TSCHUOR, GALE COMPANY, INC. |HRP CONSTRUCTION, INC. |GEIGER DEVELOPING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 720-98174 20.000 EACH| 1584.52000 31690.40| 1730.00000 34600.00| 1263.00000 25260.00 INLET, B15 | | | 0074 732-02744 2.000 EACH| 512.08000 1024.16| 610.00000 1220.00| 400.00000 800.00 GATE VALVE AND BOX, 150 mm | | | 0075 732-03072 12.000 EACH| 114.74000 1376.88| 305.00000 3660.00| 536.95000 6443.40 TEE 150mm X 150mm X 150mm | | | 0076 732-03073 1.000 EACH| 152.91000 152.91| 460.00000 460.00| 206.00000 206.00 CROSS , DUCTILE IRON 150mm X 150mm | | | 0077 732-03073 1.000 EACH| 703.10000 703.10| 1000.00000 1000.00| 634.00000 634.00 CROSS , DUCTILE IRON 150mm X 340mm | | | 0078 732-03699 4.000 EACH| 1236.79000 4947.16| 3100.00000 12400.00| 1189.00000 4756.00 TAPPING TEE AND VALVE, WITH VALVE BOX, | | | DUCTILE IRON, 100 mm | | | 0079 732-03942 7.000 EACH| 1887.97000 13215.79| 2000.00000 14000.00| 1672.00000 11704.00 HYDRANT , TYPE I | | | 0080 732-04194 4.000 EACH| 52.17000 208.68| 270.00000 1080.00| 122.00000 488.00 REDUCER, DUCTILE IRON, 150 mm X 100 mm | | | 150mm X 100mm | | | 0081 732-04596 50.000 EACH| 382.48000 19124.00| 500.00000 25000.00| 634.16000 31708.00 WATER SERVICE , TYPE "K", COPPER, 19mm, | | | w/ CURB STOP & METER | | | 0082 732-04846 1.000 EACH| 72.42000 72.42| 260.00000 260.00| 156.61000 156.61 ELL 150mm X 11.25 DEG. | | | 0083 732-04846 1.000 EACH| 72.42000 72.42| 260.00000 260.00| 217.47000 217.47 ELL 150mm X 22.5 DEG. | | | 0084 732-04846 10.000 EACH| 80.05000 800.50| 260.00000 2600.00| 160.70000 1607.00 ELL 150mm, X 90 DEG. | | | 0085 732-04932 7.000 EACH| 1490.02000 10430.14| 3500.00000 24500.00| 1404.66000 9832.62 TAPPING TEE AND VALVE, WITH VALVE BOX , | | | DUCTILE IRON, 150mm | | | 0086 801-04308 14.000 EACH| 674.99000 9449.86| 530.00000 7420.00| 530.00000 7420.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0087 801-06207 65.000 m | 3.80000 247.00| 5.00000 325.00| 3.65000 237.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0088 801-06605 4.000 EACH| 315.83000 1263.32| 248.00000 992.00| 248.00000 992.00 BARRICADE, IIIA | | | 0089 801-06606 24.000 EACH| 421.56000 10117.44| 331.00000 7944.00| 331.00000 7944.00 BARRICADE, IIIB | | | 0090 801-06625 27.000 EACH| 132.91000 3588.57| 99.00000 2673.00| 136.00000 3672.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 203 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,305,199.99 ROUTE : J346 CALL ORDER : 203 CONTRACT ID : R -25275-B COUNTIES : HUNTINGTON LETTING DATE : 02/13/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1489621 |(3) 35-1486233 |TSCHUOR, GALE COMPANY, INC. |HRP CONSTRUCTION, INC. |GEIGER DEVELOPING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 801-06640 30.000 EACH| 238.14000 7144.20| 187.00000 5610.00| 187.00000 5610.00 CONSTRUCTION SIGN, A | | | 0092 801-06775 LUMP| 18775.58000 18775.58| 57000.00000 57000.00| 84150.00000 84150.00 MAINTAINING TRAFFIC | | | 0093 802-76025 16.500 m2 | 88.97000 1468.01| 69.85000 1152.53| 69.85000 1152.53 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0094 802-76035 0.900 m2 | 105.28000 94.75| 82.25000 74.03| 82.25000 74.03 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0095 802-76055 275.000 m | 1.28000 352.00| 1.00000 275.00| 1.00000 275.00 SIGN POST, A | | | 0096 808-06714 550.000 m | 0.47000 258.50| 0.40000 220.00| 0.37000 203.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0097 808-06726 10.000 m | 15.25000 152.50| 1.10000 11.00| 11.95000 119.50 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0098 808-75240 80.000 m | 1.88000 150.40| 1.40000 112.00| 1.48000 118.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0099 808-75245 410.000 m | 1.89000 774.90| 1.40000 574.00| 1.48000 606.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0100 808-75297 60.000 m | 19.75000 1185.00| 8.00000 480.00| 15.50000 930.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0101 808-75300 340.000 m | 6.11000 2077.40| 2.50000 850.00| 4.80000 1632.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0102 808-95933 470.000 m | 4.27000 2006.90| 1.10000 517.00| 3.35000 1574.50 CURB PAINTING, YELLOW | | | SECTION TOTALS | $ 5,253,039.58| $ 5,347,147.18| $ 5,379,478.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,253,039.58| $ 5,347,147.18| $ 5,379,478.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 207 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,190.90 ROUTE : LOC CALL ORDER : 207 CONTRACT ID : R -25384-A COUNTIES : PERRY LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9962005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-0974406 ACME CONSTRUCTION CO $ 1,643,810.81 100.0000% 2 25-1011910 ATLAS RAILROAD CONSTRUCTION COMPANY $ 1,729,476.00 105.2113% 3 31-0530117 HEALEY RAILROAD CORP $ 1,762,289.84 107.2075% 4 35-1075159 RAILWORKS CORPORATION & SUBSIDIARIES $ 1,813,123.11 110.2999% ==================================================================================================================================== |(1) 34-0974406 |(2) 25-1011910 |(3) 31-0530117 |ACME CONSTRUCTION CO |ATLAS RAILROAD CONSTRUCTION |HEALEY RAILROAD CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, RAILROAD RECONSTRUCTION | | | 0001 105-06845 LUMP| 8053.28000 8053.28| 8900.00000 8900.00| 7652.24000 7652.24 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 62822.63000 62822.63| 19800.00000 19800.00| 73366.38000 73366.38 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 33823.78000 33823.78| 144000.00000 144000.00| 45913.42000 45913.42 CLEARING RIGHT OF WAY | | | 0004 202-04998 6.000 EACH| 225.00000 1350.00| 55.00000 330.00| 381.85000 2291.10 RAILROAD , COMROMISE BARS | | | 0005 202-04998 576.000 EACH| 3.75000 2160.00| 4.00000 2304.00| 7.47000 4302.72 RAILROAD TIE PLATES | | | 0006 202-05894 4.000 EACH| 7575.56000 30302.23| 10000.00000 40000.00| 6960.27000 27841.08 TURNOUT , NO. 10 REHAB. | | | 0007 202-05894 4.000 EACH| 6203.85000 24815.39| 9600.00000 38400.00| 5850.96000 23403.84 TURNOUT , NO. 8 REHAB. | | | 0008 202-05894 4.000 EACH| 3019.98000 12079.92| 3500.00000 14000.00| 4915.55000 19662.20 TURNOUT , NO. 8 REMOVE | | | 0009 202-05896 26.000 EACH| 361.67000 9403.42| 395.00000 10270.00| 260.96000 6784.96 WELD , RAIL | | | 0010 202-51330 LUMP| 21396.87000 21396.87| 17250.00000 17250.00| 15151.43000 15151.43 PRESENT STRUCTURE, REMOVE STR. NO. 13.7 | | | 0011 202-51330 LUMP| 8222.01000 8222.01| 7000.00000 7000.00| 6101.38000 6101.38 PRESENT STRUCTURE, REMOVE STR. NO. 17.9 | | | 0012 202-51330 LUMP| 10933.15000 10933.15| 7900.00000 7900.00| 6887.01000 6887.01 PRESENT STRUCTURE, REMOVE STR. NO. 21.0 | | | 0013 203-90014 12.200 STA | 2431.75000 29667.35| 500.00000 6100.00| 408.12000 4979.06 LINEAR GRADING | | | 0014 203-91878 13246.000 LFT | 3.02000 40002.92| 3.50000 46361.00| 2.30000 30465.80 LINEAR DITCH GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 207 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,190.90 ROUTE : LOC CALL ORDER : 207 CONTRACT ID : R -25384-A COUNTIES : PERRY LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-0974406 |(2) 25-1011910 |(3) 31-0530117 |ACME CONSTRUCTION CO |ATLAS RAILROAD CONSTRUCTION |HEALEY RAILROAD CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 210-05106 4.000 EACH| 4984.85000 19939.40| 5500.00000 22000.00| 4810.71000 19242.84 CONCRETE ANCHOR, 84 IN. | | | 0017 210-05802 310.000 SYS | 38.84000 12040.40| 78.00000 24180.00| 44.76000 13875.60 REPLACE BULKHEAD, BRIDGE END BENT | | | 0018 210-06954 14.000 EACH| 10323.65000 144531.11| 9100.00000 127400.00| 9998.92000 139984.88 FRAME BENT , BRIDGE | | | 0019 303-92491 10070.000 TON | 22.51000 226675.70| 15.25000 153567.50| 17.53000 176527.10 BALLAST | | | 0020 406-05520 1.000 TON | 211.39000 211.39| 30.00000 30.00| 204.06000 204.06 ASPHALT FOR TACK COAT | | | 0021 610-05527 380.000 TON | 104.88000 39854.40| 76.00000 28880.00| 80.40000 30552.00 HMA FOR APPROACHES | | | 0022 614-92148 15799.000 LFT | 0.10000 1579.90| 2.50000 39497.50| 3.27000 51662.73 RAILROAD TRACK , REGAGE | | | 0023 616-02320 1630.000 SYS | 0.75000 1222.50| 2.00000 3260.00| 2.13000 3471.90 GEOTEXTILES FOR RAILROAD STABILIZATION | | | 0024 616-06405 1350.000 TON | 27.78000 37503.00| 33.50000 45225.00| 33.21000 44833.50 RIPRAP, REVETMENT | | | 0025 621-01004 2.000 EACH| 688.24000 1376.48| 755.00000 1510.00| 674.30000 1348.60 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06626 7360.000 SYS | 0.69000 5078.40| 0.75000 5520.00| 0.56000 4121.60 MULCHED SEEDING, D | | | 0027 622-05748 1440.000 LFT | 12.98000 18691.20| 14.00000 20160.00| 31.33000 45115.20 TIMBER , FLANGEWAY | | | 0028 624-92647 320.000 ACRE| 96.50000 30880.00| 100.00000 32000.00| 149.65000 47888.00 HERBICIDE TREATMENT | | | 0029 711-05395 8.000 EACH| 4129.46000 33035.68| 3300.00000 26400.00| 3979.16000 31833.28 REPLACE BRIDGE PILE CAP | | | 0030 711-05395 12.000 EACH| 287.92000 3455.04| 250.00000 3000.00| 189.57000 2274.84 REPLACE BRIDGE TIES, 8" X 10" X 10' | | | 0031 711-05395 5.000 EACH| 425.77000 2128.84| 585.00000 2925.00| 319.78000 1598.90 REPLACE BRIDGE TIES, 8" X 16" X 12' | | | 0032 711-05395 23.000 EACH| 256.77000 5905.71| 290.00000 6670.00| 160.23000 3685.29 REPLACE BRIDGE TIES, 8" X 8" X 10' | | | 0033 711-05395 8415.000 EACH| 41.67000 350653.05| 43.00000 361845.00| 46.40000 390456.00 REPLACE CROSS TIES, 6" INCL. 4 | | | SPIKES/TIE | | | 0034 711-05395 3420.000 EACH| 42.17000 144221.40| 44.00000 150480.00| 46.84000 160192.80 REPLACE CROSS TIES, 6" INCL. 6 | | | SPIKES/TIE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 207 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,190.90 ROUTE : LOC CALL ORDER : 207 CONTRACT ID : R -25384-A COUNTIES : PERRY LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-0974406 |(2) 25-1011910 |(3) 31-0530117 |ACME CONSTRUCTION CO |ATLAS RAILROAD CONSTRUCTION |HEALEY RAILROAD CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 711-05395 288.000 EACH| 49.59000 14281.92| 71.00000 20448.00| 65.22000 18783.36 REPLACE CROSS TIES, 7 IN. INCL. 7 IN. 4 | | | SPIKES/TIE | | | 0036 715-04612 40.000 LFT | 398.45000 15938.00| 425.00000 17000.00| 384.65000 15386.00 PIPE , TYPE1, CIRCULAR, 132 IN. | | | 0037 715-05102 965.000 TON | 33.60000 32424.00| 36.00000 34740.00| 32.45000 31314.25 GRANULAR STRUCTURE BACKFILL | | | 0038 715-05118 36.000 LFT | 61.31000 2207.16| 65.00000 2340.00| 59.18000 2130.48 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0039 715-05121 84.000 LFT | 76.10000 6392.40| 80.00000 6720.00| 73.46000 6170.64 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0040 715-05123 36.000 LFT | 83.47000 3004.92| 87.00000 3132.00| 80.60000 2901.60 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0041 715-05125 58.000 LFT | 97.24000 5639.92| 102.00000 5916.00| 93.87000 5444.46 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0042 715-05128 42.000 LFT | 152.20000 6392.40| 160.00000 6720.00| 146.92000 6170.64 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0043 715-05141 48.000 LFT | 268.42000 12884.16| 280.00000 13440.00| 259.16000 12439.68 PIPE, TYPE 1, CIRCULAR, 84 IN. | | | 0044 715-06004 2.000 EACH| 3908.24000 7816.47| 4100.00000 8200.00| 3775.11000 7550.22 CONCRETE ANCHOR, 48 IN. | | | 0045 732-06668 360.000 LFT | 11.98000 4312.80| 6.00000 2160.00| 9.55000 3438.00 RAIL , CHANGE OUT, 75# TO 110# | | | 0046 732-06668 600.000 LFT | 11.98000 7188.00| 6.00000 3600.00| 9.55000 5730.00 RAIL , CHANGE OUT, 75# TO 115# | | | 0047 732-06669 33430.000 LFT | 0.64000 21395.20| 0.90000 30087.00| 0.95000 31758.50 RAISE , LINE AND DRESS TRACK, 2" RAISE | | | 0048 732-06669 78563.000 LFT | 0.64000 50280.32| 1.00000 78563.00| 1.18000 92704.34 RAISE , LINE AND DRESS TRACK, 3" RAISE | | | 0049 801-04308 2.000 EACH| 317.10000 634.20| 340.00000 680.00| 306.09000 612.18 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06606 8.000 EACH| 264.25000 2113.99| 280.00000 2240.00| 255.08000 2040.64 BARRICADE, IIIB | | | 0051 801-06640 8.000 EACH| 147.98000 1183.83| 160.00000 1280.00| 142.84000 1142.72 CONSTRUCTION SIGN, A | | | 0052 801-06775 LUMP| 5602.06000 5602.06| 6000.00000 6000.00| 5407.58000 5407.58 MAINTAINING TRAFFIC | | | 0053 900-04999 25.000 EACH| 2015.57000 50389.25| 1935.00000 48375.00| 1938.57000 48464.25 POST PILE, BRIDGE | | | 0054 210-05106 2.000 EACH| 9856.63000 19713.26| 10335.00000 20670.00| 9514.28000 19028.56 CONCRETE ANCHOR, 132 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 207 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,190.90 ROUTE : LOC CALL ORDER : 207 CONTRACT ID : R -25384-A COUNTIES : PERRY LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-0974406 |(2) 25-1011910 |(3) 31-0530117 |ACME CONSTRUCTION CO |ATLAS RAILROAD CONSTRUCTION |HEALEY RAILROAD CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,643,810.81| $ 1,729,476.00| $ 1,762,289.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,643,810.81| $ 1,729,476.00| $ 1,762,289.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 207 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,190.90 ROUTE : LOC CALL ORDER : 207 CONTRACT ID : R -25384-A COUNTIES : PERRY LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1075159 | | |RAILWORKS CORPORATION & SUBS| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, RAILROAD RECONSTRUCTION | | | 0001 105-06845 LUMP| 2981.04000 2981.04| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 52342.20000 52342.20| | MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 78522.41000 78522.41| | CLEARING RIGHT OF WAY | | | 0004 202-04998 6.000 EACH| 304.19000 1825.14| | RAILROAD , COMROMISE BARS | | | 0005 202-04998 576.000 EACH| 5.19000 2989.44| | RAILROAD TIE PLATES | | | 0006 202-05894 4.000 EACH| 8471.44000 33885.76| | TURNOUT , NO. 10 REHAB. | | | 0007 202-05894 4.000 EACH| 7553.21000 30212.84| | TURNOUT , NO. 8 REHAB. | | | 0008 202-05894 4.000 EACH| 2245.83000 8983.32| | TURNOUT , NO. 8 REMOVE | | | 0009 202-05896 26.000 EACH| 415.25000 10796.50| | WELD , RAIL | | | 0010 202-51330 LUMP| 20487.45000 20487.45| | PRESENT STRUCTURE, REMOVE STR. NO. 13.7 | | | 0011 202-51330 LUMP| 10830.27000 10830.27| | PRESENT STRUCTURE, REMOVE STR. NO. 17.9 | | | 0012 202-51330 LUMP| 11704.38000 11704.38| | PRESENT STRUCTURE, REMOVE STR. NO. 21.0 | | | 0013 203-90014 12.200 STA | 3556.21000 43385.76| | LINEAR GRADING | | | 0014 203-91878 13246.000 LFT | 3.41000 45168.86| | LINEAR DITCH GRADING | | | 0016 210-05106 4.000 EACH| 5133.44000 20533.76| | CONCRETE ANCHOR, 84 IN. | | | 0017 210-05802 310.000 SYS | 224.95000 69734.50| | REPLACE BULKHEAD, BRIDGE END BENT | | | 0018 210-06954 14.000 EACH| 8340.50000 116767.00| | FRAME BENT , BRIDGE | | | 0019 303-92491 10070.000 TON | 14.69000 147928.30| | BALLAST | | | 0020 406-05520 1.000 TON | 217.50000 217.50| | ASPHALT FOR TACK COAT | | | 0021 610-05527 380.000 TON | 87.10000 33098.00| | HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 207 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,190.90 ROUTE : LOC CALL ORDER : 207 CONTRACT ID : R -25384-A COUNTIES : PERRY LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1075159 | | |RAILWORKS CORPORATION & SUBS| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 614-92148 15799.000 LFT | 5.11000 80732.89| | RAILROAD TRACK , REGAGE | | | 0023 616-02320 1630.000 SYS | 2.99000 4873.70| | GEOTEXTILES FOR RAILROAD STABILIZATION | | | 0024 616-06405 1350.000 TON | 32.36000 43686.00| | RIPRAP, REVETMENT | | | 0025 621-01004 2.000 EACH| 707.68000 1415.36| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06626 7360.000 SYS | 0.60000 4416.00| | MULCHED SEEDING, D | | | 0027 622-05748 1440.000 LFT | 15.15000 21816.00| | TIMBER , FLANGEWAY | | | 0028 624-92647 320.000 ACRE| 120.35000 38512.00| | HERBICIDE TREATMENT | | | 0029 711-05395 8.000 EACH| 2777.00000 22216.00| | REPLACE BRIDGE PILE CAP | | | 0030 711-05395 12.000 EACH| 185.80000 2229.60| | REPLACE BRIDGE TIES, 8" X 10" X 10' | | | 0031 711-05395 5.000 EACH| 342.20000 1711.00| | REPLACE BRIDGE TIES, 8" X 16" X 12' | | | 0032 711-05395 23.000 EACH| 156.60000 3601.80| | REPLACE BRIDGE TIES, 8" X 8" X 10' | | | 0033 711-05395 8415.000 EACH| 42.38000 356627.70| | REPLACE CROSS TIES, 6" INCL. 4 | | | SPIKES/TIE | | | 0034 711-05395 3420.000 EACH| 44.23000 151266.60| | REPLACE CROSS TIES, 6" INCL. 6 | | | SPIKES/TIE | | | 0035 711-05395 288.000 EACH| 114.97000 33111.36| | REPLACE CROSS TIES, 7 IN. INCL. 7 IN. 4 | | | SPIKES/TIE | | | 0036 715-04612 40.000 LFT | 410.46000 16418.40| | PIPE , TYPE1, CIRCULAR, 132 IN. | | | 0037 715-05102 965.000 TON | 34.62000 33408.30| | GRANULAR STRUCTURE BACKFILL | | | 0038 715-05118 36.000 LFT | 85.96000 3094.56| | PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0039 715-05121 84.000 LFT | 97.94000 8226.96| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0040 715-05123 36.000 LFT | 138.17000 4974.12| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 207 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,190.90 ROUTE : LOC CALL ORDER : 207 CONTRACT ID : R -25384-A COUNTIES : PERRY LETTING DATE : 02/13/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1075159 | | |RAILWORKS CORPORATION & SUBS| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 715-05125 58.000 LFT | 164.92000 9565.36| | PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0042 715-05128 42.000 LFT | 156.78000 6584.76| | PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0043 715-05141 48.000 LFT | 276.54000 13273.92| | PIPE, TYPE 1, CIRCULAR, 84 IN. | | | 0044 715-06004 2.000 EACH| 4028.36000 8056.72| | CONCRETE ANCHOR, 48 IN. | | | 0045 732-06668 360.000 LFT | 26.26000 9453.60| | RAIL , CHANGE OUT, 75# TO 110# | | | 0046 732-06668 600.000 LFT | 26.26000 15756.00| | RAIL , CHANGE OUT, 75# TO 115# | | | 0047 732-06669 33430.000 LFT | 0.86000 28749.80| | RAISE , LINE AND DRESS TRACK, 2" RAISE | | | 0048 732-06669 78563.000 LFT | 1.07000 84062.41| | RAISE , LINE AND DRESS TRACK, 3" RAISE | | | 0049 801-04308 2.000 EACH| 714.69000 1429.38| | ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06606 8.000 EACH| 99.79000 798.32| | BARRICADE, IIIB | | | 0051 801-06640 8.000 EACH| 88.70000 709.60| | CONSTRUCTION SIGN, A | | | 0052 801-06775 LUMP| 2771.86000 2771.86| | MAINTAINING TRAFFIC | | | 0053 900-04999 25.000 EACH| 1474.94000 36873.50| | POST PILE, BRIDGE | | | 0054 210-05106 2.000 EACH| 10152.55000 20305.10| | CONCRETE ANCHOR, 132 IN. | | | SECTION TOTALS | $ 1,813,123.11| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,813,123.11| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,032.23 ROUTE : 40 CALL ORDER : 211 CONTRACT ID : R -25399-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : R24000E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 14,408.15 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 17,966.64 124.6977% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 22,357.29 155.1711% 4 35-1315965 FOX CONTRACTORS $ 23,304.08 161.7423% 5 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 25,385.57 176.1889% 6 35-1991044 JOHNSON COMPANY, INC. $ 42,742.10 296.6522% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-2070195 |(3) 35-1917625 |YARDBERRY LANDSCAPE |ALPHA EXCAVATING & LANDSCAPI|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 11000.00000 11000.00| 14565.00000 14565.00| 18725.00000 18725.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 10 | | | 0002 621-01004 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 365.00000 365.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.907 Mg | 450.00000 408.15| 520.00000 471.64| 470.00000 426.29 FERTILIZER | | | 0004 621-06553 190.000 kg | 5.00000 950.00| 7.00000 1330.00| 4.65000 883.50 SEED MIXTURE, R | | | 0005 621-06565 4.500 Mg | 300.00000 1350.00| 200.00000 900.00| 435.00000 1957.50 MULCHING MATERIAL | | | SECTION TOTALS | $ 14,408.15| $ 17,966.64| $ 22,357.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,408.15| $ 17,966.64| $ 22,357.29 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 211 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,032.23 ROUTE : 40 CALL ORDER : 211 CONTRACT ID : R -25399-A COUNTIES : WAYNE LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1619477 |(6) 35-1991044 |FOX CONTRACTORS |BROWN, L.L. CONSTR. CO., INC|JOHNSON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 18214.00000 18214.00| 19860.00000 19860.00| 40000.00000 40000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 10 | | | 0002 621-01004 1.000 EACH| 682.50000 682.50| 640.00000 640.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.907 Mg | 637.35000 578.08| 639.00000 579.57| 300.00000 272.10 FERTILIZER | | | 0004 621-06553 190.000 kg | 8.55000 1624.50| 9.40000 1786.00| 3.00000 570.00 SEED MIXTURE, R | | | 0005 621-06565 4.500 Mg | 490.00000 2205.00| 560.00000 2520.00| 200.00000 900.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 23,304.08| $ 25,385.57| $ 42,742.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 23,304.08| $ 25,385.57| $ 42,742.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 241 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,993,081.91 ROUTE : CALL ORDER : 241 CONTRACT ID : R -25491-B COUNTIES : MARION LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : ENHC003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,992,400.00 100.0000% 2 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 2,125,200.46 106.6653% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1136349 | |MILESTONE CONTRACTORS, L.P. |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, MAIN ROAD UPGRADE | | | 0001 105-01925 8.000 MOS | 2200.00000 17600.00| 1843.42000 14747.36| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 21000.00000 21000.00| 20583.43000 20583.43| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 99600.00000 99600.00| 97817.83000 97817.83| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 39800.00000 39800.00| 43289.29000 43289.29| CLEARING RIGHT OF WAY | | | 0005 205-03663 LUMP| 68160.08000 68160.08| 48618.29000 48618.29| LANDSCAPING | | | 0006 210-06948 404.300 m | 928.48000 375384.46| 888.93000 359394.40| CATCH FENCE | | | 0007 210-06949 LUMP| 120838.48000 120838.48| 146092.64000 146092.64| TRELLIS AND COLUMNS | | | 0008 210-06963 LUMP| 7799.50000 7799.50| 3774.06000 3774.06| DRAINAGE , TUNNEL | | | 0009 214-05861 6200.000 m3 | 10.82000 67084.00| 10.89000 67518.00| EXCAVATION FOR DETENTION POND | | | 0010 307-05402 190.400 m2 | 79.88000 15209.15| 33.44000 6366.98| CEMENT CONCRETE PAVEMENT, 100 mm | | | 0011 402-05497 57.000 Mg | 129.58000 7386.06| 145.03000 8266.71| HMA FOR PARK ROAD | | | 0012 603-06040 130.000 m | 45.79000 5952.70| 47.37000 6158.10| FENCE, FARM FIELD, 1190 mm | | | 0013 604-06069 17.100 m2 | 72.49000 1239.58| 28.37000 485.13| CURB RAMP, CONCRETE | | | 0014 604-44251 14.950 m3 | 807.02000 12064.95| 2017.22000 30157.44| STEPS, CONCRETE | | | 0015 604-91531 634.400 m2 | 44.03000 27932.63| 43.82000 27799.41| SIDEWALK, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 241 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,993,081.91 ROUTE : CALL ORDER : 241 CONTRACT ID : R -25491-B COUNTIES : MARION LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1136349 | |MILESTONE CONTRACTORS, L.P. |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 605-01870 126.200 m | 69.14000 8725.47| 53.56000 6759.27| CURB, CONCRETE, A | | | 0017 605-06100 329.700 m | 61.44000 20256.77| 96.60000 31849.02| CURB, INTEGRAL, C, CONCRETE | | | 0018 616-06405 18.500 Mg | 38.91000 719.84| 23.96000 443.26| RIPRAP, REVETMENT | | | 0019 621-01004 1.000 EACH| 694.72000 694.72| 718.79000 718.79| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-06559 2916.000 m2 | 1.32000 3849.12| 0.74000 2157.84| MULCHED SEEDING, R | | | 0021 621-06574 2775.000 m2 | 4.00000 11100.00| 4.14000 11488.50| SODDING | | | 0022 702-51005 505.800 m3 | 738.88000 373725.50| 643.07000 325264.81| CONCRETE, A, SUBSTRUCTURE | | | 0023 702-51015 298.100 m3 | 484.56000 144447.34| 290.74000 86669.59| CONCRETE, B, FOOTINGS | | | 0024 703-06029 39016.000 kg | 1.54000 60084.64| 1.25000 48770.00| REINFORCING BARS, EPOXY COATED | | | 0025 704-04850 255.200 m2 | 61.09000 15590.17| 64.32000 16414.46| CONCRETE , BANDING, 100 mm | | | 0026 704-04850 286.600 m2 | 93.53000 26805.70| 29.00000 8311.40| CONCRETE RAMPS FOR TUNNEL | | | 0027 706-04683 465.000 m | 172.43000 80179.95| 518.07000 240902.55| RAILING , METAL, FREE STANDING | | | 0028 706-04683 306.000 m | 142.62000 43641.72| 259.38000 79370.28| RAILING , METAL, WALL MOUNTED | | | 0029 715-03025 6.000 EACH| 2709.66000 16257.96| 1209.27000 7255.62| SANITARY MANHOLE | | | 0030 715-05048 390.000 m | 5.67000 2211.30| 8.21000 3201.90| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0031 715-05149 176.100 m | 74.88000 13186.37| 105.70000 18613.77| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0032 715-05151 190.100 m | 83.38000 15850.54| 162.73000 30934.97| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0033 715-05152 167.900 m | 87.33000 14662.71| 186.84000 31370.44| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0034 715-05153 105.000 m | 100.72000 10575.60| 172.72000 18135.60| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0035 715-05203 70.000 m | 34.23000 2396.10| 88.95000 6226.50| PIPE, TYPE 4, CIRCULAR, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 241 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,993,081.91 ROUTE : CALL ORDER : 241 CONTRACT ID : R -25491-B COUNTIES : MARION LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1136349 | |MILESTONE CONTRACTORS, L.P. |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 715-05711 425.500 m | 83.30000 35444.15| 29.99000 12760.74| PIPE, SANITARY SEWER, 150 mm | | | 0037 715-06379 13.000 EACH| 289.05000 3757.65| 40.95000 532.35| SEWER , SANITARY CONNECTION | | | 0038 715-06950 3.000 m | 563.98000 1691.94| 263.56000 790.68| CLEANOUT , SANITARY SEWER | | | 0039 720-45250 9.000 EACH| 959.79000 8638.11| 1534.01000 13806.09| CATCH BASIN, K10 | | | 0040 720-45410 11.000 EACH| 1484.49000 16329.39| 2147.69000 23624.59| MANHOLE, C4 | | | 0041 732-04596 1.000 EACH| 818.71000 818.71| 655.62000 655.62| WATER SERVICE | | | 0042 732-05924 385.500 m | 32.16000 12397.68| 25.82000 9953.61| WATER MAIN, PVC, 63 mm | | | 0043 732-93403 13.000 EACH| 278.91000 3625.83| 241.69000 3141.97| WATER SERVICE CONNECTION, 18.75 mm | | | 0044 805-02971 LUMP| 25566.60000 25566.60| 22961.24000 22961.24| ELECTRICAL SERVICE | | | 0045 807-03968 650.000 m | 8.33000 5414.50| 16.53000 10744.50| CONDUIT, PVC, 25 mm, SCHEDULE 80, FOR | | | ELECTRIC | | | 0046 807-03970 15.000 EACH| 1626.27000 24394.05| 2300.99000 34514.85| LIGHT POLE BASE | | | 0047 807-04443 310.000 m | 21.46000 6652.60| 25.96000 8047.60| CONDUIT , PVC, 75 mm, SCHEDULE 80, FOR | | | ELECTRIC | | | 0048 807-04651 320.000 m | 1.01000 323.20| 3.22000 1030.40| WIRE , AWG, THHN, NO. 10, COPPER | | | 0049 807-04651 1600.000 m | 0.86000 1376.00| 3.14000 5024.00| WIRE , AWG, THHN, NO. 12, COPPER | | | 0050 807-04651 1000.000 m | 1.38000 1380.00| 3.38000 3380.00| WIRE , AWG, THHN, NO. 8, COPPER | | | 0051 807-04651 350.000 m | 4.14000 1449.00| 5.00000 1750.00| WIRE , THHN, 1/0, COPPER | | | 0052 807-04651 950.000 m | 13.76000 13072.00| 12.18000 11571.00| WIRE , THHN, 500 MCM, COPPER | | | 0053 807-04654 15.000 EACH| 2916.75000 43751.25| 2994.61000 44919.15| LIGHT POLE | | | 0054 807-04744 LUMP| 12116.48000 12116.48| 21556.68000 21556.68| LIGHTING , PLAZA | | | 0055 807-04744 LUMP| 8661.85000 8661.85| 11247.15000 11247.15| LIGHTING , TUNNEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/21/01 PAGE : 241 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,993,081.91 ROUTE : CALL ORDER : 241 CONTRACT ID : R -25491-B COUNTIES : MARION LETTING DATE : 02/13/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1136349 | |MILESTONE CONTRACTORS, L.P. |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 900-04999 10.000 EACH| 1352.59000 13525.90| 2726.06000 27260.60| POST , WOOD, 150 mm X 150 mm | | | SECTION TOTALS | $ 1,992,400.00| $ 2,125,200.46| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,992,400.00| $ 2,125,200.46| ====================================================================================================================================