INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,220,576.79 ROUTE : US 36 CALL ORDER : 180 CONTRACT ID : R -26409-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/13/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0437007 0437007 0437007 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9996015 E & B PAVING/GRADEX J/V $ 16,061,092.44 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 16,348,670.63 101.7905% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 17,430,920.00 108.5288% ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING/GRADEX J/V |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION, ADDED TRAVEL LANES, SIGNALS, AND SIGNS, BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 254200.00000 254200.00| 219300.00000 219300.00| 222000.00000 222000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 21.000 MOS | 2500.00000 52500.00| 2509.20000 52693.20| 2650.00000 55650.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 803000.00000 803000.00| 775000.00000 775000.00| 870000.00000 870000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 480000.00000 480000.00| 195000.00000 195000.00| 522000.00000 522000.00 CLEARING RIGHT OF WAY | | | 0005 202-01261 6.000 EACH| 500.00000 3000.00| 408.00000 2448.00| 1000.00000 6000.00 TESTING FOR ASBESTOS | | | 0006 202-02240 36670.000 m2 | 6.75000 247522.50| 5.00000 183350.00| 4.75000 174182.50 PAVEMENT, REMOVE | | | 0007 202-03000 LUMP| 7000.00000 7000.00| 510.00000 510.00| 6100.00000 6100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 108C | | | 0008 202-03000 LUMP| 9200.00000 9200.00| 15034.79000 15034.79| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1C | | | 0009 202-03000 LUMP| 3500.00000 3500.00| 4539.00000 4539.00| 4200.00000 4200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 37 | | | 0010 202-03000 LUMP| 2300.00000 2300.00| 6375.00000 6375.00| 9250.00000 9250.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,220,576.79 ROUTE : US 36 CALL ORDER : 180 CONTRACT ID : R -26409-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING/GRADEX J/V |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-03000 LUMP| 4600.00000 4600.00| 4845.00000 4845.00| 5100.00000 5100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6A | | | 0012 202-03000 LUMP| 6300.00000 6300.00| 4437.00000 4437.00| 5600.00000 5600.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 71A | | | 0013 202-03135 0.750 m2 | 100.00000 75.00| 1224.00000 918.00| 1000.00000 750.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0014 202-51330 LUMP| 51500.00000 51500.00| 97949.09000 97949.09| 36000.00000 36000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0015 202-74070 2.000 EACH| 1080.00000 2160.00| 1101.60000 2203.20| 1150.00000 2300.00 OVERHEAD SIGN STRUCTURE, CABLE SPAN, | | | REMOVE | | | 0016 202-78515 LUMP| 3000.00000 3000.00| 3060.00000 3060.00| 3100.00000 3100.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0017 203-02000 48580.000 m3 | 13.65000 663117.00| 19.24000 934679.20| 7.74000 376009.20 EXCAVATION, COMMON | | | 0018 203-02070 60047.000 m3 | 7.50000 450352.50| 1.00000 60047.00| 5.00000 300235.00 BORROW | | | 0019 203-02235 5140.000 m2 | 2.50000 12850.00| 4.00000 20560.00| 2.40000 12336.00 BREAKING PAVEMENT | | | 0020 203-02801 3407.000 m3 | 20.00000 68140.00| 24.22000 82517.54| 28.00000 95396.00 BACKFILL FOR WATER MAIN | | | 0021 203-06747 3832.000 m | 1.00000 3832.00| 30.00000 114960.00| 34.50000 132204.00 EXCAVATE AND BACKFILL | | | 0022 203-51223 1423.000 m3 | 8.75000 12451.25| 12.47000 17744.81| 10.00000 14230.00 EXCAVATION, WATERWAY | | | 0023 205-06930 0.700 Mg | 50.00000 35.00| 306.89000 214.82| 105.00000 73.50 SPLASHPAD, RIPRAP | | | 0024 205-06931 44.000 Mg | 30.00000 1320.00| 115.98000 5103.12| 52.00000 2288.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0025 205-06933 5.000 EACH| 60.00000 300.00| 61.20000 306.00| 62.00000 310.00 TEMPORARY DITCH INLET PROTECTION | | | 0026 205-06937 1705.000 m | 5.28000 9002.40| 5.39000 9189.95| 5.30000 9036.50 TEMPORARY SILT FENCE | | | 0027 205-06938 9.000 m | 60.00000 540.00| 85.34000 768.06| 29.00000 261.00 TEMPORARY SLOPE DRAIN | | | 0028 206-51220 407.100 m3 | 246.53000 100362.36| 43.44000 17684.42| 426.00000 173424.60 EXCAVATION, WET | | | 0029 207-07498 72630.000 m2 | 3.65000 265099.50| 4.79000 347897.70| 4.35000 315940.50 SUBGRADE TREATMENT, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,220,576.79 ROUTE : US 36 CALL ORDER : 180 CONTRACT ID : R -26409-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING/GRADEX J/V |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 210-06984 8.000 EACH| 670.00000 5360.00| 845.88000 6767.04| 1350.00000 10800.00 ADJUST MANHOLE TO GRADE | | | 0031 210-07314 63.000 m | 90.00000 5670.00| 78.57000 4949.91| 325.00000 20475.00 FORCE MAIN , 250 mm, DUCTILE IRON | | | 0032 210-07314 196.000 m | 50.00000 9800.00| 38.83000 7610.68| 125.00000 24500.00 FORCE MAIN , 50 mm, HDPE | | | 0033 211-07454 22770.500 m3 | 19.60000 446301.80| 20.32000 462696.56| 29.00000 660344.50 STRUCTURE BACKFILL | | | 0034 213-52830 3839.500 m3 | 118.00000 453061.00| 83.92000 322210.84| 49.00000 188135.50 FLOWABLE MORTAR | | | 0035 301-07448 4878.000 Mg | 24.00000 117072.00| 22.41000 109315.98| 19.00000 92682.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0036 303-01180 512.000 Mg | 24.00000 12288.00| 28.54000 14612.48| 23.00000 11776.00 COMPACTED AGGREGATE, NO. 53 | | | 0037 303-07449 148.000 Mg | 24.00000 3552.00| 17.64000 2610.72| 25.00000 3700.00 COMPACTED AGGREGATE, NO. 73 | | | 0038 304-06464 102.000 m3 | 38.00000 3876.00| 62.57000 6382.14| 110.00000 11220.00 SUBBASE FOR PCCP | | | 0039 304-07491 888.000 Mg | 60.00000 53280.00| 65.02000 57737.76| 62.00000 55056.00 HMA PATCHING, TYPE C | | | 0040 304-07494 11.500 Mg | 70.00000 805.00| 73.89000 849.74| 120.00000 1380.00 WIDENING WITH HMA, TYPE C | | | 0041 401-06264 LUMP| 4500.00000 4500.00| 7455.98000 7455.98| 8500.00000 8500.00 PROFILOGRAPH, HMA | | | 0042 401-07335 8961.000 Mg | 60.00000 537660.00| 72.75000 651912.75| 70.00000 627270.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm --SMA | | | 0043 401-07404 14894.000 Mg | 37.00000 551078.00| 34.50000 513843.00| 37.75000 562248.50 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0044 401-07409 49003.000 Mg | 33.00000 1617099.00| 29.72000 1456369.16| 32.40000 1587697.20 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0045 401-07429 25222.000 Mg | 35.00000 882770.00| 34.55000 871420.10| 36.25000 914297.50 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0046 402-07433 37.600 Mg | 55.00000 2068.00| 143.49000 5395.22| 53.00000 1992.80 HMA SURFACE, TYPE B | | | 0047 402-07434 793.000 Mg | 57.00000 45201.00| 62.95000 49919.35| 53.00000 42029.00 HMA SURFACE, TYPE C | | | 0048 402-07439 1322.000 Mg | 44.00000 58168.00| 41.62000 55021.64| 41.25000 54532.50 HMA INTERMEDIATE, TYPE C | | | 0049 402-07442 4230.000 Mg | 38.00000 160740.00| 33.09000 139970.70| 35.00000 148050.00 HMA BASE, TYPE C | | | 0050 402-07452 2.100 Mg | 70.00000 147.00| 191.49000 402.13| 152.00000 319.20 HMA, TYPE C, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,220,576.79 ROUTE : US 36 CALL ORDER : 180 CONTRACT ID : R -26409-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING/GRADEX J/V |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 404-05511 209.000 m2 | 5.00000 1045.00| 9.26000 1935.34| 5.25000 1097.25 SEAL COAT, 2 | | | 0052 405-05517 0.300 Mg | 1000.00000 300.00| 600.00000 180.00| 1000.00000 300.00 ASPHALT FOR PRIME COAT | | | 0053 406-05520 122.000 Mg | 220.00000 26840.00| 190.00000 23180.00| 190.00000 23180.00 ASPHALT FOR TACK COAT | | | 0054 503-05310 52.000 m | 356.00000 18512.00| 384.31000 19984.12| 375.00000 19500.00 TERMINAL JOINT | | | 0055 601-01522 4.000 EACH| 1250.00000 5000.00| 1224.00000 4896.00| 1225.00000 4900.00 GUARDRAIL TRANSITION TYPE TGB | | | 0056 601-94689 4.000 EACH| 2100.00000 8400.00| 1800.30000 7201.20| 1770.00000 7080.00 GUARDRAIL END TREATMENT, OS | | | 0057 601-99105 55.245 m | 37.00000 2044.07| 28.81000 1591.61| 29.00000 1602.11 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0058 604-06069 698.000 m2 | 42.00000 29316.00| 39.78000 27766.44| 52.00000 36296.00 CURB RAMP, CONCRETE | | | 0059 604-07483 1295.000 Mg | 44.00000 56980.00| 43.91000 56863.45| 50.00000 64750.00 HMA FOR SIDEWALK | | | 0060 604-91531 8471.000 m2 | 24.00000 203304.00| 23.21000 196611.91| 29.95000 253706.45 SIDEWALK, CONCRETE, 100 mm | | | 0061 605-06120 473.000 m | 70.00000 33110.00| 53.27000 25196.71| 58.00000 27434.00 CURB, CONCRETE | | | 0062 605-06140 7916.000 m | 39.00000 308724.00| 42.82000 338963.12| 35.65000 282205.40 CURB AND GUTTER, CONCRETE | | | 0063 605-06255 1687.000 m2 | 68.00000 114716.00| 57.43000 96884.41| 49.00000 82663.00 CENTER CURB, D, CONCRETE | | | 0064 610-06259 572.800 m2 | 68.00000 38950.40| 94.22000 53969.22| 80.00000 45824.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0065 610-07486 331.000 Mg | 65.00000 21515.00| 82.32000 27247.92| 85.00000 28135.00 HMA FOR APPROACHES, TYPE A | | | 0066 610-07487 2361.000 Mg | 50.00000 118050.00| 58.44000 137976.84| 74.00000 174714.00 HMA FOR APPROACHES, TYPE B | | | 0067 611-05330 9971.000 m2 | 34.00000 339014.00| 36.72000 366135.12| 36.25000 361448.75 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0068 615-06490 178.000 EACH| 115.00000 20470.00| 108.12000 19245.36| 110.00000 19580.00 RIGHT OF WAY MARKER | | | 0069 615-06505 40.000 EACH| 405.00000 16200.00| 397.80000 15912.00| 400.00000 16000.00 MONUMENT, B | | | 0070 615-06527 2.000 EACH| 300.00000 600.00| 377.40000 754.80| 375.00000 750.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,220,576.79 ROUTE : US 36 CALL ORDER : 180 CONTRACT ID : R -26409-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING/GRADEX J/V |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 615-06530 1.000 EACH| 500.00000 500.00| 535.50000 535.50| 530.00000 530.00 POST, BENCHMARK | | | 0072 616-02320 3023.000 m2 | 1.70000 5139.10| 2.60000 7859.80| 5.75000 17382.25 GEOTEXTILES | | | 0073 616-05688 1404.000 Mg | 30.50000 42822.00| 27.21000 38202.84| 50.00000 70200.00 RIPRAP, CLASS 1 | | | 0074 616-05689 256.000 Mg | 35.00000 8960.00| 35.12000 8990.72| 52.00000 13312.00 RIPRAP, CLASS 2 | | | 0075 616-06405 778.000 Mg | 24.40000 18983.20| 45.07000 35064.46| 36.00000 28008.00 RIPRAP, REVETMENT | | | 0076 616-06451 44.000 Mg | 42.00000 1848.00| 107.59000 4733.96| 36.80000 1619.20 RIPRAP, UNIFORM | | | 0077 621-01004 4.000 EACH| 650.00000 2600.00| 612.00000 2448.00| 600.00000 2400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0078 621-02770 420.000 m2 | 2.02000 848.40| 1.96000 823.20| 1.92000 806.40 EROSION CONTROL BLANKET | | | 0079 621-06545 9.100 Mg | 652.00000 5933.20| 633.42000 5764.12| 621.00000 5651.10 FERTILIZER | | | 0080 621-06548 86.000 kg | 57.75000 4966.50| 56.10000 4824.60| 55.00000 4730.00 SEED MIXTURE, CV | | | 0081 621-06554 1297.000 kg | 7.90000 10246.30| 7.67000 9947.99| 7.52000 9753.44 SEED MIXTURE, U | | | 0082 621-06557 801.000 kg | 4.35000 3484.35| 4.24000 3396.24| 4.16000 3332.16 SEED MIXTURE, T | | | 0083 621-06565 75.000 Mg | 497.00000 37275.00| 483.48000 36261.00| 474.00000 35550.00 MULCHING MATERIAL | | | 0084 621-06567 210.000 kL | 0.56000 117.60| 0.56000 117.60| 0.55000 115.50 WATER | | | 0085 621-06574 11697.000 m2 | 3.36000 39301.92| 3.26000 38132.22| 3.20000 37430.40 SODDING | | | 0086 622-52436 2.000 EACH| 26.25000 52.50| 25.50000 51.00| 25.00000 50.00 SIGN, DO NOT MOW OR SPRAY | | | 0087 622-91786 70.000 EACH| 9.20000 644.00| 8.93000 625.10| 8.75000 612.50 SEEDLING | | | 0088 701-51195 1202.000 m | 80.00000 96160.00| 84.66000 101761.32| 50.00000 60100.00 PILE, STEEL H, HP 310 X 79 | | | 0089 702-51005 247.000 m3 | 324.40000 80126.80| 493.81000 121971.07| 442.00000 109174.00 CONCRETE, A, SUBSTRUCTURE | | | 0090 702-51015 21.400 m3 | 595.00000 12733.00| 551.70000 11806.38| 675.00000 14445.00 CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,220,576.79 ROUTE : US 36 CALL ORDER : 180 CONTRACT ID : R -26409-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING/GRADEX J/V |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 702-92945 63.000 EACH| 350.00000 22050.00| 195.96000 12345.48| 75.00000 4725.00 THRUST BLOCK | | | 0092 703-51030 35136.000 kg | 1.12000 39352.32| 1.03000 36190.08| 1.30000 45676.80 REINFORCING STEEL | | | 0093 703-51032 39322.000 kg | 1.31000 51511.82| 1.20000 47186.40| 1.60000 62915.20 REINFORCING STEEL, EPOXY COATED | | | 0094 703-96512 38.000 EACH| 39.60000 1504.80| 38.48000 1462.24| 42.00000 1596.00 BAR SPLICE | | | 0095 704-51006 621.000 m3 | 410.80000 255106.80| 577.15000 358410.15| 505.00000 313605.00 CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0096 706-06342 86.400 m | 192.10000 16597.44| 176.46000 15246.14| 175.00000 15120.00 RAILING, PS-1 | | | 0097 706-06353 4.000 EACH| 2000.00000 8000.00| 1502.66000 6010.64| 1550.00000 6200.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 | | | 0098 706-51020 12.600 m3 | 654.00000 8240.40| 575.28000 7248.53| 800.00000 10080.00 CONCRETE, C, RAILING | | | 0099 707-01065 LUMP| 108400.00000 108400.00| 116302.27000 116302.27| 144000.00000 144000.00 POST-TENSIONING | | | 0100 709-51821 LUMP| 6822.00000 6822.00| 5028.60000 5028.60| 5000.00000 5000.00 SURFACE SEAL | | | 0101 714-04661 36.000 m | 2500.00000 90000.00| 2358.47000 84904.92| 2600.00000 93600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3300 mm X 1800 mm | | | 0102 714-06688 76.800 m | 675.00000 51840.00| 829.93000 63738.62| 660.00000 50688.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm X 600 mm | | | 0103 715-03025 4.000 EACH| 1850.00000 7400.00| 4006.45000 16025.80| 2800.00000 11200.00 SANITARY MANHOLE , 1220 mm, 2.44 TO | | | 3.05 m DEEP | | | 0104 715-03025 2.000 EACH| 1950.00000 3900.00| 4113.54000 8227.08| 2850.00000 5700.00 SANITARY MANHOLE , 1220 mm, 3.05 TO | | | 3.66 m DEEP | | | 0105 715-03025 1.000 EACH| 2050.00000 2050.00| 4261.74000 4261.74| 3100.00000 3100.00 SANITARY MANHOLE , 1220 mm, 3.66 to | | | 4.27 m DEEP | | | 0106 715-03025 4.000 EACH| 2350.00000 9400.00| 4402.36000 17609.44| 3300.00000 13200.00 SANITARY MANHOLE , 1220 mm, 4.27 to | | | 4.88 m DEEP | | | 0107 715-03025 2.000 EACH| 3050.00000 6100.00| 4521.34000 9042.68| 3500.00000 7000.00 SANITARY MANHOLE , 1220 mm, 4.88 to | | | 5.49 m DEEP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,220,576.79 ROUTE : US 36 CALL ORDER : 180 CONTRACT ID : R -26409-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING/GRADEX J/V |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 715-03025 1.000 EACH| 3550.00000 3550.00| 6717.34000 6717.34| 3700.00000 3700.00 SANITARY MANHOLE , 1220 mm, 5.49 to | | | 6.10 m DEEP | | | 0109 715-03025 1.000 EACH| 3650.00000 3650.00| 6801.71000 6801.71| 4000.00000 4000.00 SANITARY MANHOLE , 1220 mm, 6.10 to | | | 6.71 m DEEP | | | 0110 715-03025 1.000 EACH| 3750.00000 3750.00| 7145.69000 7145.69| 4400.00000 4400.00 SANITARY MANHOLE , 1220 mm, 6.71 to | | | 7.32 m DEEP | | | 0111 715-03025 11.000 EACH| 4550.00000 50050.00| 7537.25000 82909.75| 5200.00000 57200.00 SANITARY MANHOLE , 1220 mm, > 7.32 m | | | DEEP | | | 0112 715-03025 6.000 EACH| 1750.00000 10500.00| 5974.22000 35845.32| 2800.00000 16800.00 SANITARY MANHOLE , 1220 mm, O TO 2.44 m | | | DEEP | | | 0113 715-03025 5.000 EACH| 8050.00000 40250.00| 9716.85000 48584.25| 5200.00000 26000.00 SANITARY MANHOLE , 1525 mm, > 7.32 m | | | DEEP | | | 0114 715-03325 4.000 EACH| 1550.00000 6200.00| 2483.50000 9934.00| 1600.00000 6400.00 TAPPING TEE, 150 mm X 150 mm X 150 mm | | | 0115 715-03795 3.000 m | 108.00000 324.00| 2144.55000 6433.65| 44.00000 132.00 PIPE, DUCTILE IRON, 150 mm | | | 0116 715-04612 615.000 m | 50.50000 31057.50| 12.65000 7779.75| 28.00000 17220.00 PIPE , COPPER, TYPE K | | | 0117 715-04612 268.000 m | 97.00000 25996.00| 134.51000 36048.68| 94.00000 25192.00 PIPE , DUCTILE IRON, 300 mm | | | 0118 715-04612 3407.000 m | 126.00000 429282.00| 153.77000 523894.39| 170.00000 579190.00 PIPE , DUCTILE IRON, 400 mm | | | 0119 715-04629 2.000 EACH| 875.00000 1750.00| 576.38000 1152.76| 2000.00000 4000.00 PIPE END SECTION, MIN. AREA .59 m2 | | | 0120 715-05024 30.000 m | 178.00000 5340.00| 339.77000 10193.10| 225.00000 6750.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0121 715-05048 9428.500 m | 9.20000 86742.20| 7.53000 70996.61| 9.85000 92870.73 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0122 715-05049 60.000 m | 19.00000 1140.00| 73.14000 4388.40| 54.00000 3240.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0123 715-05051 60.000 m | 24.00000 1440.00| 77.36000 4641.60| 56.00000 3360.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0124 715-05053 57.700 m | 74.00000 4269.80| 37.23000 2148.17| 45.00000 2596.50 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0125 715-05115 60.000 m | 16.20000 972.00| 70.00000 4200.00| 58.00000 3480.00 PIPE, TYPE 1, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,220,576.79 ROUTE : US 36 CALL ORDER : 180 CONTRACT ID : R -26409-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING/GRADEX J/V |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 715-05116 60.000 m | 18.70000 1122.00| 73.14000 4388.40| 67.00000 4020.00 PIPE, TYPE 1, CIRCULAR, 200 mm | | | 0127 715-05117 60.000 m | 26.00000 1560.00| 73.14000 4388.40| 70.00000 4200.00 PIPE, TYPE 1, CIRCULAR, 250 mm | | | 0128 715-05118 1020.000 m | 75.00000 76500.00| 73.71000 75184.20| 133.00000 135660.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0129 715-05119 41.000 m | 85.00000 3485.00| 93.79000 3845.39| 117.00000 4797.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0130 715-05146 4.600 m | 78.50000 361.10| 57.83000 266.02| 169.00000 777.40 PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0131 715-05149 1712.500 m | 83.00000 142137.50| 72.48000 124122.00| 101.00000 172962.50 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0132 715-05151 1962.200 m | 88.00000 172673.60| 78.45000 153934.59| 67.00000 131467.40 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0133 715-05152 1220.600 m | 98.00000 119618.80| 84.68000 103360.41| 83.00000 101309.80 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0134 715-05153 978.500 m | 111.00000 108613.50| 100.36000 98202.26| 93.00000 91000.50 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0135 715-05154 1103.700 m | 118.00000 130236.60| 107.57000 118725.01| 106.00000 116992.20 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0136 715-05156 1860.200 m | 147.00000 273449.40| 130.94000 243574.59| 140.00000 260428.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0137 715-05168 19.000 m | 116.00000 2204.00| 91.63000 1740.97| 158.00000 3002.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0138 715-05169 432.000 m | 88.00000 38016.00| 100.24000 43303.68| 117.00000 50544.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0139 715-05171 13.500 m | 135.00000 1822.50| 103.70000 1399.95| 129.00000 1741.50 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0140 715-05172 13.500 m | 151.00000 2038.50| 117.23000 1582.61| 140.00000 1890.00 PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0141 715-05236 33.000 m | 300.00000 9900.00| 351.47000 11598.51| 230.00000 7590.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.47 | | | m2 | | | 0142 715-05237 31.000 m | 395.00000 12245.00| 430.47000 13344.57| 295.00000 9145.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0143 715-05244 37.500 m | 595.00000 22312.50| 527.00000 19762.50| 428.00000 16050.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.08 | | | m2 | | | 0144 715-05331 15.600 m | 315.00000 4914.00| 225.57000 3518.89| 195.00000 3042.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,220,576.79 ROUTE : US 36 CALL ORDER : 180 CONTRACT ID : R -26409-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING/GRADEX J/V |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0145 715-05376 13.000 m | 595.00000 7735.00| 480.60000 6247.80| 555.00000 7215.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.08 | | | m2 | | | 0146 715-05408 369.000 m | 90.00000 33210.00| 192.00000 70848.00| 100.00000 36900.00 PIPE, SANITARY SEWER, 200 mm , 0 TO | | | 2.44 m DEEP | | | 0147 715-05408 82.000 m | 100.00000 8200.00| 239.00000 19598.00| 110.00000 9020.00 PIPE, SANITARY SEWER, 200 mm , 2.44 TO | | | 3.05 m DEEP | | | 0148 715-05408 73.000 m | 110.00000 8030.00| 254.00000 18542.00| 130.00000 9490.00 PIPE, SANITARY SEWER, 200 mm , 3.05 TO | | | 3.66 m DEEP | | | 0149 715-05408 9.000 m | 115.00000 1035.00| 478.00000 4302.00| 140.00000 1260.00 PIPE, SANITARY SEWER, 200 mm , 3.66 TO | | | 4.27 m DEEP | | | 0150 715-05408 166.000 m | 120.00000 19920.00| 238.00000 39508.00| 145.00000 24070.00 PIPE, SANITARY SEWER, 200 mm , 4.27 TO | | | 4.88 m DEEP | | | 0151 715-05408 208.000 m | 150.00000 31200.00| 230.00000 47840.00| 230.00000 47840.00 PIPE, SANITARY SEWER, 200 mm , 4.88 TO | | | 5.49 m DEEP | | | 0152 715-05408 121.000 m | 190.00000 22990.00| 671.00000 81191.00| 600.00000 72600.00 PIPE, SANITARY SEWER, 200 mm , 6.10 TO | | | 6.71 m DEEP | | | 0153 715-05408 39.000 m | 200.00000 7800.00| 679.00000 26481.00| 825.00000 32175.00 PIPE, SANITARY SEWER, 200 mm , 6.71 TO | | | 7.32 m DEEP | | | 0154 715-05409 683.000 m | 215.00000 146845.00| 750.00000 512250.00| 870.00000 594210.00 PIPE, SANITARY SEWER, 250 mm , 6.71 TO | | | 7.32 m DEEP | | | 0155 715-05409 293.000 m | 275.00000 80575.00| 767.00000 224731.00| 1220.00000 357460.00 PIPE, SANITARY SEWER, 250 mm , > 7.32 | | | DEEP | | | 0156 715-05415 76.000 m | 400.00000 30400.00| 926.00000 70376.00| 1625.00000 123500.00 PIPE, SANITARY SEWER, 600 mm , > 7.32 m | | | DEEP | | | 0157 715-05751 19.000 EACH| 1650.00000 31350.00| 1683.38000 31984.22| 2000.00000 38000.00 BUTTERFLY VALVE | | | 0158 715-06377 143.000 m | 82.50000 11797.50| 102.33000 14633.19| 80.00000 11440.00 SERVICE LATERAL | | | 0159 715-06379 5.000 EACH| 338.00000 1690.00| 8622.94000 43114.70| 5800.00000 29000.00 SEWER MAIN CONNECTIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,220,576.79 ROUTE : US 36 CALL ORDER : 180 CONTRACT ID : R -26409-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING/GRADEX J/V |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 715-07090 3.000 EACH| 1350.00000 4050.00| 1597.43000 4792.29| 1700.00000 5100.00 CONCRETE ANCHOR, MIN. AREA 1.08 m2 | | | 0161 715-07093 1.000 EACH| 2000.00000 2000.00| 2148.23000 2148.23| 1900.00000 1900.00 SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 1.08 m2 | | | 0162 715-07565 2.000 EACH| 900.00000 1800.00| 552.74000 1105.48| 1475.00000 2950.00 PIPE END SECTION, MIN. AREA 0.47 m2 | | | 0163 715-26753 1.000 EACH| 7000.00000 7000.00| 7895.21000 7895.21| 10500.00000 10500.00 GRATED BOX END SECTION, II, 4:1, 1225 | | | mm x 825 mm | | | 0164 715-46000 3.000 EACH| 270.00000 810.00| 263.93000 791.79| 518.00000 1554.00 PIPE END SECTION, 300 mm | | | 0165 715-46005 57.000 EACH| 308.00000 17556.00| 282.32000 16092.24| 540.00000 30780.00 PIPE END SECTION, 375 mm | | | 0166 715-46010 7.000 EACH| 335.00000 2345.00| 307.20000 2150.40| 590.00000 4130.00 PIPE END SECTION, 450 mm | | | 0167 715-46015 5.000 EACH| 445.00000 2225.00| 318.02000 1590.10| 600.00000 3000.00 PIPE END SECTION, 525 mm | | | 0168 715-46020 1.000 EACH| 500.00000 500.00| 401.30000 401.30| 650.00000 650.00 PIPE END SECTION, 600 mm | | | 0169 715-46030 5.000 EACH| 665.00000 3325.00| 509.47000 2547.35| 940.00000 4700.00 PIPE END SECTION, 750 mm | | | 0170 715-90052 LUMP| 240000.00000 240000.00| 216511.59000 216511.59| 250000.00000 250000.00 LIFT STATION | | | 0171 715-90052 LUMP| 17000.00000 17000.00| 6060.41000 6060.41| 4800.00000 4800.00 LIFT STATION DEMOLISH | | | 0172 715-97544 154.000 m | 92.00000 14168.00| 133.36000 20537.44| 85.00000 13090.00 PIPE, DUCTILE IRON, 200 mm | | | 0173 715-98207 1973.000 m | 21.00000 41433.00| 42.53000 83911.69| 25.00000 49325.00 PIPE, SEWER, 200 mm, ABANDON | | | 0174 716-06472 83.000 m | 880.00000 73040.00| 879.02000 72958.66| 365.00000 30295.00 BORING , 200 mm | | | 0175 716-06472 56.000 m | 880.00000 49280.00| 877.35000 49131.60| 1500.00000 84000.00 BORING , 300 mm | | | 0176 716-06472 27.000 m | 1020.00000 27540.00| 974.88000 26321.76| 1600.00000 43200.00 BORING , 400 mm | | | 0177 716-07746 12.000 EACH| 2000.00000 24000.00| 1735.59000 20827.08| 3600.00000 43200.00 BORING PITS | | | 0178 718-04986 1.000 EACH| 550.00000 550.00| 530.03000 530.03| 550.00000 550.00 CLEANOUT , FORCE MAIN AND SEWER SERVICE | | | 0179 718-06528 4.000 EACH| 660.00000 2640.00| 714.00000 2856.00| 1000.00000 4000.00 OUTLET PROTECTOR, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 180 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,220,576.79 ROUTE : US 36 CALL ORDER : 180 CONTRACT ID : R -26409-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING/GRADEX J/V |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 718-06532 1000.000 m | 3.00000 3000.00| 3.35000 3350.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0181 718-52610 2118.000 m3 | 32.00000 67776.00| 35.70000 75612.60| 35.00000 74130.00 AGGREGATE FOR UNDERDRAINS | | | 0182 718-99153 27166.000 m2 | 0.95000 25807.70| 1.79000 48627.14| 1.00000 27166.00 GEOTEXTILES FOR UNDERDRAIN | | | 0183 720-03197 24.000 EACH| 550.00000 13200.00| 1277.80000 30667.20| 4350.00000 104400.00 MANHOLE REMOVAL AND DEMOLITION | | | 0184 720-44000 34.000 EACH| 560.00000 19040.00| 335.05000 11391.70| 575.00000 19550.00 CASTING, ADJUST TO GRADE | | | 0185 720-44296 7.000 EACH| 340.00000 2380.00| 471.03000 3297.21| 425.00000 2975.00 CAP INLET | | | 0186 720-45045 212.000 EACH| 1100.00000 233200.00| 1075.47000 227999.64| 1350.00000 286200.00 INLET, J10 | | | 0187 720-45260 2.000 EACH| 950.00000 1900.00| 676.05000 1352.10| 950.00000 1900.00 PIPE CATCH BASIN, 300 mm | | | 0188 720-45265 1.000 EACH| 980.00000 980.00| 719.32000 719.32| 980.00000 980.00 PIPE CATCH BASIN, 375 mm | | | 0189 720-45270 1.000 EACH| 1000.00000 1000.00| 784.22000 784.22| 1030.00000 1030.00 PIPE CATCH BASIN, 450 mm | | | 0190 720-45410 133.000 EACH| 1600.00000 212800.00| 1432.45000 190515.85| 1950.00000 259350.00 MANHOLE, C4 | | | 0191 720-45415 40.000 EACH| 2900.00000 116000.00| 2639.26000 105570.40| 3500.00000 140000.00 MANHOLE, D4 | | | 0192 720-98174 16.000 EACH| 1800.00000 28800.00| 1402.95000 22447.20| 1725.00000 27600.00 INLET, B15 | | | 0193 720-98555 1.000 EACH| 1800.00000 1800.00| 1348.87000 1348.87| 1750.00000 1750.00 INLET, C15 | | | 0194 732-03053 28.000 EACH| 1700.00000 47600.00| 758.10000 21226.80| 586.00000 16408.00 METER PIT | | | 0195 732-03064 4.000 EACH| 1000.00000 4000.00| 543.00000 2172.00| 675.00000 2700.00 TAPPING VALVE , 150 mm | | | 0196 732-03064 2.000 EACH| 1500.00000 3000.00| 726.90000 1453.80| 850.00000 1700.00 TAPPING VALVE , 200 mm | | | 0197 732-03064 6.000 EACH| 2300.00000 13800.00| 1460.27000 8761.62| 1700.00000 10200.00 TAPPING VALVE , 300 mm | | | 0198 732-03064 2.000 EACH| 4000.00000 8000.00| 3153.11000 6306.22| 3400.00000 6800.00 TAPPING VALVE , 400 mm | | | 0199 732-03942 24.000 EACH| 2500.00000 60000.00| 2920.03000 70080.72| 2900.00000 69600.00 HYDRANT ASSEMBLY | | | 0200 732-03945 2.000 EACH| 17000.00000 34000.00| 7531.33000 15062.66| 9000.00000 18000.00 WATER METER VAULT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 180 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,220,576.79 ROUTE : US 36 CALL ORDER : 180 CONTRACT ID : R -26409-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING/GRADEX J/V |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0201 732-04836 1.000 EACH| 770.00000 770.00| 636.32000 636.32| 575.00000 575.00 GATE VALVE , 150 mm | | | 0202 732-04836 4.000 EACH| 880.00000 3520.00| 787.74000 3150.96| 925.00000 3700.00 GATE VALVE , 200 mm | | | 0203 732-04836 2.000 EACH| 1640.00000 3280.00| 1236.64000 2473.28| 2400.00000 4800.00 GATE VALVE , 300 mm | | | 0204 732-04837 9.000 EACH| 200.00000 1800.00| 478.67000 4308.03| 100.00000 900.00 PLUG , 150 mm | | | 0205 732-04837 4.000 EACH| 225.00000 900.00| 500.31000 2001.24| 250.00000 1000.00 PLUG , 200 mm | | | 0206 732-04837 12.000 EACH| 335.00000 4020.00| 554.38000 6652.56| 325.00000 3900.00 PLUG , 300 mm | | | 0207 732-04837 4.000 EACH| 495.00000 1980.00| 813.99000 3255.96| 500.00000 2000.00 PLUG , 400 mm | | | 0208 732-04947 2.000 EACH| 1500.00000 3000.00| 2652.87000 5305.74| 1300.00000 2600.00 TAPPING TEE , 200 mm X 200 mm X 200 mm | | | 0209 732-04947 6.000 EACH| 1900.00000 11400.00| 3400.11000 20400.66| 2300.00000 13800.00 TAPPING TEE , 300 mm X 300 mm X 300 mm | | | 0210 732-04947 2.000 EACH| 2100.00000 4200.00| 6650.44000 13300.88| 5900.00000 11800.00 TAPPING TEE , 400 mm X 400 mm X 400 mm | | | 0211 732-04987 11.000 EACH| 315.00000 3465.00| 108.17000 1189.87| 7300.00000 80300.00 CONNECTION , TYPE A, SERVICE LATERAL | | | 0212 732-04987 12.000 EACH| 340.00000 4080.00| 108.17000 1298.04| 12900.00000 154800.00 CONNECTION , TYPE B, SERVICE LATERAL | | | 0213 732-04987 4.000 EACH| 2215.00000 8860.00| 567.88000 2271.52| 9000.00000 36000.00 CONNECTION DROP | | | 0214 732-05560 410.000 m | 445.00000 182450.00| 24.18000 9913.80| 140.00000 57400.00 SERVICE LINE , DIRECTIONAL DRILLING | | | 0215 732-06623 4.000 EACH| 13200.00000 52800.00| 426.20000 1704.80| 15500.00000 62000.00 SLEEVE , 150 mm | | | 0216 732-06623 2.000 EACH| 13200.00000 26400.00| 453.24000 906.48| 16500.00000 33000.00 SLEEVE , 200 mm | | | 0217 732-06623 6.000 EACH| 13200.00000 79200.00| 491.10000 2946.60| 18200.00000 109200.00 SLEEVE , 300 mm | | | 0218 732-06623 2.000 EACH| 16300.00000 32600.00| 613.33000 1226.66| 21000.00000 42000.00 SLEEVE , 400 mm | | | 0219 732-07128 212.000 m | 5.00000 1060.00| 13.38000 2836.56| 5.00000 1060.00 VIDEO INSPECTION | | | 0220 801-01504 2.000 EACH| 40.00000 80.00| 40.80000 81.60| 41.00000 82.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 180 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,220,576.79 ROUTE : US 36 CALL ORDER : 180 CONTRACT ID : R -26409-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING/GRADEX J/V |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0221 801-01505 2.000 EACH| 55.00000 110.00| 51.00000 102.00| 56.00000 112.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0222 801-03290 2.000 EACH| 179.00000 358.00| 204.00000 408.00| 185.00000 370.00 CONSTRUCTION SIGN, C | | | 0223 801-04308 8.000 EACH| 475.00000 3800.00| 173.40000 1387.20| 485.00000 3880.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0224 801-06203 34204.000 m | 0.27000 9235.08| 0.36000 12313.44| 0.29000 9919.16 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0225 801-06207 4162.000 m | 2.60000 10821.20| 3.06000 12735.72| 2.65000 11029.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0226 801-06211 4.000 EACH| 90.00000 360.00| 102.00000 408.00| 91.00000 364.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0227 801-06212 4.000 EACH| 95.00000 380.00| 153.00000 612.00| 97.00000 388.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0228 801-06640 41.000 EACH| 149.00000 6109.00| 61.20000 2509.20| 155.00000 6355.00 CONSTRUCTION SIGN, A | | | 0229 801-06645 16.000 EACH| 75.00000 1200.00| 25.50000 408.00| 77.00000 1232.00 CONSTRUCTION SIGN, B | | | 0230 801-06710 1080.000 DAY | 10.00000 10800.00| 13.26000 14320.80| 10.50000 11340.00 FLASHING ARROW SIGN | | | 0231 801-06775 LUMP| 420305.11000 420305.11| 263288.46000 263288.46| 150421.26000 150421.26 MAINTAINING TRAFFIC | | | 0232 801-07118 25.200 m | 42.00000 1058.40| 27.90000 703.08| 43.00000 1083.60 BARRICADE, III-A | | | 0233 801-07119 43.200 m | 71.00000 3067.20| 27.90000 1205.28| 72.00000 3110.40 BARRICADE, III-B | | | 0234 802-04893 3.000 EACH| 128.00000 384.00| 130.56000 391.68| 132.00000 396.00 REFERENCE POST | | | 0235 802-05694 12.000 EACH| 4900.00000 58800.00| 4998.00000 59976.00| 5300.00000 63600.00 OVERHEAD SIGN STRUCTURE , CABLESPAN | | | 0236 802-05701 200.000 m | 34.00000 6800.00| 34.68000 6936.00| 35.00000 7000.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0237 802-05702 48.000 m | 28.00000 1344.00| 28.56000 1370.88| 29.00000 1392.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0238 802-07054 24.000 EACH| 1420.00000 34080.00| 1448.40000 34761.60| 1460.00000 35040.00 CABLE SPAN SIGN STRUCTURE FOUNDATION , | | | IV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 180 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,220,576.79 ROUTE : US 36 CALL ORDER : 180 CONTRACT ID : R -26409-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING/GRADEX J/V |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0239 802-07058 6.000 EACH| 77.00000 462.00| 78.54000 471.24| 79.00000 474.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0240 802-07059 74.000 EACH| 36.00000 2664.00| 36.72000 2717.28| 36.00000 2664.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0241 802-07060 3.000 EACH| 83.00000 249.00| 84.66000 253.98| 85.00000 255.00 SIGN, SHEET, RELOCATE | | | 0242 802-76025 9.300 m2 | 144.00000 1339.20| 146.88000 1365.98| 147.00000 1367.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0243 802-76035 96.000 m2 | 155.00000 14880.00| 158.10000 15177.60| 159.00000 15264.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0244 802-76045 9.500 m2 | 176.00000 1672.00| 179.52000 1705.44| 181.00000 1719.50 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0245 805-01842 73.000 EACH| 660.00000 48180.00| 673.20000 49143.60| 680.00000 49640.00 HANDHOLE, SIGNAL | | | 0247 805-06592 3541.000 m | 26.00000 92066.00| 26.52000 93907.32| 28.00000 99148.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0248 805-78100 2.000 EACH| 7300.00000 14600.00| 7446.00000 14892.00| 7500.00000 15000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0249 805-78205 15.000 EACH| 494.00000 7410.00| 503.88000 7558.20| 510.00000 7650.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0250 805-78215 5.000 EACH| 520.00000 2600.00| 530.40000 2652.00| 530.00000 2650.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0251 805-78230 9.000 EACH| 830.00000 7470.00| 846.60000 7619.40| 850.00000 7650.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0252 805-78415 12.000 EACH| 910.00000 10920.00| 928.20000 11138.40| 940.00000 11280.00 SPAN, CATENARY, AND TETHER | | | 0253 805-78420 12.000 EACH| 232.00000 2784.00| 236.64000 2839.68| 238.00000 2856.00 DISCONNECT HANGER | | | 0254 805-78445 2.000 EACH| 473.00000 946.00| 482.46000 964.92| 485.00000 970.00 SIGNAL SERVICE | | | 0255 805-78467 58.000 m | 6.70000 388.60| 6.83000 396.14| 6.90000 400.20 SIGNAL CABLE, 3C 8GA. | | | 0256 805-78470 434.000 m | 0.82000 355.88| 0.84000 364.56| 0.85000 368.90 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 180 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,220,576.79 ROUTE : US 36 CALL ORDER : 180 CONTRACT ID : R -26409-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING/GRADEX J/V |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0257 805-78485 307.000 m | 5.10000 1565.70| 5.20000 1596.40| 5.20000 1596.40 SIGNAL CABLE, 5C 14GA. | | | 0258 805-78490 340.000 m | 5.00000 1700.00| 5.10000 1734.00| 5.20000 1768.00 SIGNAL CABLE, 7C 14GA. | | | 0259 805-78510 3009.000 m | 3.02000 9087.18| 3.08000 9267.72| 3.10000 9327.90 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0260 805-78746 1105.000 m | 26.00000 28730.00| 26.52000 29304.60| 26.00000 28730.00 PREFORMED LOOP DETECTORS | | | 0261 805-78785 3.000 EACH| 790.00000 2370.00| 805.80000 2417.40| 800.00000 2400.00 SIGNAL DETECTOR HOUSING | | | 0262 805-78795 146.000 m | 23.00000 3358.00| 2417.40000 352940.40| 24.00000 3504.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0263 805-78906 8.000 EACH| 1660.00000 13280.00| 1693.20000 13545.60| 1700.00000 13600.00 SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0264 805-78925 2.000 EACH| 980.00000 1960.00| 999.60000 1999.20| 1010.00000 2020.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0265 805-81032 8.000 EACH| 2200.00000 17600.00| 2244.00000 17952.00| 2260.00000 18080.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0266 805-92504 3.000 EACH| 264.00000 792.00| 269.28000 807.84| 270.00000 810.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0267 808-01045 10.000 m | 7.65000 76.50| 5.10000 51.00| 7.65000 76.50 LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0268 808-03631 125.400 m | 0.01000 1.25| 12.24000 1534.90| 0.01000 1.25 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0269 808-03632 125.400 m | 2.00000 250.80| 12.24000 1534.90| 2.00000 250.80 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0270 808-04896 31.400 m | 50.00000 1570.00| 12.24000 384.34| 50.00000 1570.00 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0271 808-05866 36.000 m2 | 22.00000 792.00| 51.00000 1836.00| 22.00000 792.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0272 808-06701 2424.900 m | 0.25000 606.23| 0.79000 1915.67| 0.25000 606.23 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0273 808-06703 3580.000 m | 0.25000 895.00| 0.79000 2828.20| 0.25000 895.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0274 808-06705 491.600 m | 3.65000 1794.34| 3.57000 1755.01| 3.65000 1794.34 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0275 808-06713 320.000 m | 0.43000 137.60| 0.78000 249.60| 0.45000 144.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 180 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,220,576.79 ROUTE : US 36 CALL ORDER : 180 CONTRACT ID : R -26409-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING/GRADEX J/V |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0276 808-06714 1704.000 m | 0.43000 732.72| 0.78000 1329.12| 0.45000 766.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0277 808-06716 1284.000 m | 1.25000 1605.00| 1.53000 1964.52| 1.25000 1605.00 LINE, REMOVE | | | 0278 808-75240 1338.200 m | 0.25000 334.55| 0.79000 1057.18| 0.25000 334.55 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0279 808-75245 10076.000 m | 0.25000 2519.00| 0.79000 7960.04| 0.25000 2519.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0280 808-75260 185.100 m | 5.45000 1008.80| 5.10000 944.01| 5.45000 1008.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0281 808-75278 73.800 m | 5.45000 402.21| 5.10000 376.38| 5.45000 402.21 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0282 808-75297 231.900 m | 10.90000 2527.71| 10.20000 2365.38| 10.90000 2527.71 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0283 808-75300 715.000 m | 2.75000 1966.25| 3.06000 2187.90| 2.75000 1966.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0284 808-75320 105.000 EACH| 49.00000 5145.00| 40.80000 4284.00| 49.00000 5145.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0285 808-75325 90.000 EACH| 67.00000 6030.00| 45.90000 4131.00| 67.00000 6030.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0286 808-75998 1379.000 EACH| 18.70000 25787.30| 19.07000 26297.53| 25.00000 34475.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0287 808-98796 12.300 m | 7.65000 94.10| 5.10000 62.73| 7.65000 94.10 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0288 202-51330 LUMP| 77424.00000 77424.00| 19472.11000 19472.11| 25500.00000 25500.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0289 805-02373 3238.000 m | 5.90000 19104.20| 6.02000 19492.76| 6.00000 19428.00 INTERCONNECT CABLE, FIBER OPTIC | | | 0290 805-07767 372.000 m | 5.70000 2120.40| 5.81000 2161.32| 5.90000 2194.80 SIGNAL CABLE, 12C 14 GA | | | 0291 805-81060 4.000 EACH| 2600.00000 10400.00| 2652.00000 10608.00| 2600.00000 10400.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 180 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,220,576.79 ROUTE : US 36 CALL ORDER : 180 CONTRACT ID : R -26409-A COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9996015 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING/GRADEX J/V |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 16,061,092.44| $ 16,348,670.63| $ 17,430,920.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 16,061,092.44| $ 16,348,670.63| $ 17,430,920.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 670,193.88 ROUTE : SR 11 CALL ORDER : 300 CONTRACT ID : RS-26167-A COUNTIES : HARRISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4122002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 569,000.00 100.0000% ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1650.00000 9900.00| | FIELD OFFICE, A | | | 0002 110-01001 LUMP| 28400.00000 28400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 132853.100 SYS | 0.67000 89011.58| | SURFACE MILLING, ASPHALT | | | 0004 304-07489 100.000 TON | 100.00000 10000.00| | HMA PATCHING, TYPE A | | | 0005 401-07321 10256.770 TON | 34.00000 348730.18| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0006 402-07450 200.000 TON | 34.00000 6800.00| | HMA, TYPE A, WEDGE AND LEVEL | | | 0007 406-05520 44.240 TON | 172.00000 7609.28| | ASPHALT FOR TACK COAT | | | 0008 610-07486 703.610 TON | 43.00000 30255.23| | HMA FOR APPROACHES, TYPE A | | | 0009 720-44000 2.000 EACH| 300.00000 600.00| | CASTING, ADJUST TO GRADE | | | 0010 801-06203 22207.000 LFT | 0.22000 4885.54| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0011 801-06640 51.000 EACH| 75.00000 3825.00| | CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 9842.55000 9842.55| | MAINTAINING TRAFFIC | | | 0013 807-98690 4.000 EACH| 300.00000 1200.00| | HANDHOLE ADJUSTED TO GRADE | | | 0014 808-06712 5324.000 LFT | 0.08000 425.92| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0015 808-06713 111038.000 LFT | 0.08000 8883.04| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 670,193.88 ROUTE : SR 11 CALL ORDER : 300 CONTRACT ID : RS-26167-A COUNTIES : HARRISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-06714 46896.000 LFT | 0.08000 3751.68| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0017 808-75297 300.000 LFT | 6.00000 1800.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0018 808-75320 2.000 EACH| 120.00000 240.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0019 808-75325 1.000 EACH| 140.00000 140.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0020 105-06845 LUMP| 2700.00000 2700.00| | CONSTRUCTION ENGINEERING | | | SECTION TOTALS | $ 569,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 569,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 406 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 696,165.47 ROUTE : SR 11 CALL ORDER : 406 CONTRACT ID : RS-26821-A COUNTIES : HARRISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3731001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 584,000.00 100.0000% ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1650.00000 9900.00| | FIELD OFFICE, A | | | 0002 110-01001 LUMP| 29200.00000 29200.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 131195.000 SYS | 0.72000 94460.40| | SURFACE MILLING, ASPHALT | | | 0004 304-07489 100.000 TON | 100.00000 10000.00| | HMA PATCHING, TYPE A | | | 0005 401-07321 9976.010 TON | 34.50000 344172.35| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0006 402-07450 200.000 TON | 34.50000 6900.00| | HMA, TYPE A, WEDGE AND LEVEL | | | 0007 406-05520 43.690 TON | 172.00000 7514.68| | ASPHALT FOR TACK COAT | | | 0008 610-07486 847.560 TON | 44.00000 37292.64| | HMA FOR APPROACHES, TYPE A | | | 0009 720-44000 16.000 EACH| 300.00000 4800.00| | CASTING, ADJUST TO GRADE | | | 0010 801-06203 13128.000 LFT | 0.20000 2625.60| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0011 801-06640 51.000 EACH| 75.00000 3825.00| | CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 10568.44000 10568.44| | MAINTAINING TRAFFIC | | | 0013 807-98690 4.000 EACH| 300.00000 1200.00| | HANDHOLE ADJUSTED TO GRADE | | | 0014 808-06712 7626.000 LFT | 0.09000 686.34| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0015 808-06713 100638.000 LFT | 0.09000 9057.42| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/10/03 PAGE : 406 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 696,165.47 ROUTE : SR 11 CALL ORDER : 406 CONTRACT ID : RS-26821-A COUNTIES : HARRISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-06714 78857.000 LFT | 0.09000 7097.13| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0017 808-75297 200.000 LFT | 10.00000 2000.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0018 105-06845 LUMP| 2700.00000 2700.00| | CONSTRUCTION ENGINEERING | | | SECTION TOTALS | $ 584,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 584,000.00| | ====================================================================================================================================