INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/03/03 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,234,282.65 ROUTE : NUS 30 CALL ORDER : 440 CONTRACT ID : B -26258-A COUNTIES : MARSHALL LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/15/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2004014 2004014 2004014 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 5,509,690.93 100.0000% 2 35-1057237 MCCOY, R.L., INC. $ 5,518,477.17 100.1594% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 6,276,462.23 113.9167% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1057237 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD AND BRIDGE REHABILITATION, BRIDGE REMOVAL AND SIGN MODERNIZATION | | | 0001 105-06845 LUMP| 78431.15000 78431.15| 58000.00000 58000.00| 65000.00000 65000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 1819.27000 43662.48| 500.00000 12000.00| 1500.00000 36000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 250000.00000 250000.00| 276500.00000 276500.00| 300000.00000 300000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15441.72000 15441.72| 5.00000 5.00| 290000.00000 290000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 16335.000 m2 | 8.92000 145708.20| 5.85000 95559.75| 5.00000 81675.00 PAVEMENT, REMOVE | | | 0006 202-02241 1630.000 m | 4.50000 7335.00| 7.50000 12225.00| 4.50000 7335.00 GUARDRAIL, REMOVE | | | 0007 202-02272 60.000 m | 5.30000 318.00| 20.00000 1200.00| 50.00000 3000.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-02277 580.000 m | 5.34000 3097.20| 6.00000 3480.00| 20.00000 11600.00 GUTTER, LIP, REMOVE | | | 0009 202-51328 LUMP| 65000.00000 65000.00| 175000.00000 175000.00| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0010 202-51328 LUMP| 75000.00000 75000.00| 150000.00000 150000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0011 202-51328 LUMP| 80000.00000 80000.00| 225000.00000 225000.00| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/03/03 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,234,282.65 ROUTE : NUS 30 CALL ORDER : 440 CONTRACT ID : B -26258-A COUNTIES : MARSHALL LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1057237 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-60820 1780.000 m2 | 2.24000 3987.20| 2.75000 4895.00| 6.00000 10680.00 SURFACE MILLING, ASPHALT | | | 0013 202-74040 1.000 EACH| 124.30000 124.30| 124.30000 124.30| 124.30000 124.30 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0014 202-74045 19.000 EACH| 7.80000 148.20| 7.80000 148.20| 7.80000 148.20 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0015 202-91385 21.000 EACH| 84.83000 1781.43| 232.00000 4872.00| 600.00000 12600.00 INLET, REMOVE | | | 0016 202-93974 3.000 EACH| 720.00000 2160.00| 720.00000 2160.00| 720.00000 2160.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0017 202-96133 315.000 m | 25.77000 8117.55| 15.00000 4725.00| 20.00000 6300.00 PIPE, REMOVE | | | 0018 202-98488 12.000 EACH| 44.75000 537.00| 50.00000 600.00| 300.00000 3600.00 PIPE END SECTION, REMOVE | | | 0019 203-02000 7142.000 m3 | 12.94000 92417.48| 11.95000 85346.90| 15.00000 107130.00 EXCAVATION, COMMON | | | 0020 203-02070 26275.000 m3 | 13.00000 341575.00| 8.50000 223337.50| 9.50000 249612.50 BORROW | | | 0021 205-06937 2600.000 m | 5.26000 13676.00| 5.26000 13676.00| 7.50000 19500.00 TEMPORARY SILT FENCE | | | 0022 206-51230 854.000 m3 | 20.81000 17771.74| 20.00000 17080.00| 65.00000 55510.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 211-07454 938.000 m3 | 24.92000 23374.96| 20.00000 18760.00| 25.00000 23450.00 STRUCTURE BACKFILL | | | 0024 302-06464 218.800 m3 | 37.00000 8095.60| 47.00000 10283.60| 40.00000 8752.00 SUBBASE FOR PCCP | | | 0025 303-01180 3852.000 Mg | 22.74000 87594.48| 15.50000 59706.00| 30.00000 115560.00 COMPACTED AGGREGATE, 53 | | | 0026 304-06464 5255.000 m3 | 38.00000 199690.00| 43.00000 225965.00| 40.00000 210200.00 SUBBASE FOR PCCP | | | 0027 304-07490 13.000 Mg | 138.70000 1803.10| 95.00000 1235.00| 100.00000 1300.00 HMA PATCHING, TYPE B | | | 0028 402-07433 815.000 Mg | 44.00000 35860.00| 44.00000 35860.00| 56.00000 45640.00 HMA TYPE B, SURFACE | | | 0029 402-07438 1200.000 Mg | 38.00000 45600.00| 34.00000 40800.00| 45.00000 54000.00 HMA TYPE B, INTERMEDIATE | | | 0030 402-07441 3880.000 Mg | 30.00000 116400.00| 31.00000 120280.00| 45.00000 174600.00 HMA TYPE B, BASE | | | 0031 406-05520 6.600 Mg | 400.00000 2640.00| 155.00000 1023.00| 1.00000 6.60 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/03/03 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,234,282.65 ROUTE : NUS 30 CALL ORDER : 440 CONTRACT ID : B -26258-A COUNTIES : MARSHALL LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1057237 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 503-03489 125.000 EACH| 18.52000 2315.00| 12.50000 1562.50| 35.00000 4375.00 RETROFITTED TIE BARS | | | 0034 503-05240 4255.000 m | 25.00000 106375.00| 24.32000 103481.60| 30.00000 127650.00 D-1 CONTRACTION JOINT | | | 0035 503-05310 106.000 m | 241.08000 25554.48| 320.00000 33920.00| 450.00000 47700.00 TERMINAL JOINT | | | 0036 601-01522 12.000 EACH| 1275.00000 15300.00| 1200.00000 14400.00| 1275.00000 15300.00 GUARDRAIL TRANSITION TYPE TGB | | | 0037 601-05999 1.000 EACH| 40.00000 40.00| 40.00000 40.00| 40.00000 40.00 CURVED TERMINAL END | | | 0038 601-06035 200.000 m | 20.70000 4140.00| 27.50000 5500.00| 20.70000 4140.00 GUARDRAIL, RESET | | | 0039 601-07024 2.000 EACH| 9750.00000 19500.00| 5900.00000 11800.00| 9750.00000 19500.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0040 601-94689 1.000 EACH| 1990.00000 1990.00| 2200.00000 2200.00| 1990.00000 1990.00 GUARDRAIL END TREATMENT, OS | | | 0041 601-94690 4.000 EACH| 2990.00000 11960.00| 3200.00000 12800.00| 2990.00000 11960.00 GUARDRAIL END TREATMENT, MS | | | 0042 601-97803 1.000 EACH| 2000.00000 2000.00| 2100.00000 2100.00| 200.00000 200.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0043 601-99105 829.385 m | 28.15000 23347.19| 29.48000 24450.27| 28.15000 23347.19 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0044 601-99132 2.000 EACH| 60.00000 120.00| 100.00000 200.00| 60.00000 120.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0045 602-06639 45.000 m | 96.85000 4358.25| 108.00000 4860.00| 75.00000 3375.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0046 602-06646 1705.000 m | 82.67000 140952.35| 92.00000 156860.00| 75.00000 127875.00 TEMPORARY CONCRETE BARRIER | | | 0047 602-06729 36.000 EACH| 8.00000 288.00| 4.00000 144.00| 4.00000 144.00 BARRIER DELINEATOR | | | 0048 605-06095 855.000 m | 49.16000 42031.80| 27.91000 23863.05| 30.00000 25650.00 CURB, INTEGRAL, B, CONCRETE | | | 0049 605-06200 165.000 m | 271.74000 44837.10| 146.47000 24167.55| 125.00000 20625.00 CENTER CURB, A, CONCRETE | | | 0050 607-06175 35.000 m | 78.54000 2748.90| 73.24000 2563.40| 150.00000 5250.00 GUTTER, CONCRETE | | | 0051 610-06259 972.800 m2 | 48.67000 47346.18| 69.00000 67123.20| 61.00000 59340.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/03/03 PAGE : 440 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,234,282.65 ROUTE : NUS 30 CALL ORDER : 440 CONTRACT ID : B -26258-A COUNTIES : MARSHALL LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1057237 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 610-07488 2930.000 Mg | 37.00000 108410.00| 34.00000 99620.00| 56.00000 164080.00 HMA FOR APPROACHES, TYPE C | | | 0053 611-03393 2.000 EACH| 20000.00000 40000.00| 40000.00000 80000.00| 30000.00000 60000.00 TEMPORARY CROSSOVER, B MODIFIED | | | 0054 616-02320 280.000 m2 | 2.35000 658.00| 2.75000 770.00| 6.00000 1680.00 GEOTEXTILES | | | 0055 616-06405 165.000 Mg | 45.11000 7443.15| 27.00000 4455.00| 60.00000 9900.00 RIPRAP, REVETMENT | | | 0056 616-51367 910.000 m2 | 35.61000 32405.10| 42.00000 38220.00| 31.00000 28210.00 SLOPEWALL, CONCRETE, 100 mm | | | 0057 621-01004 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0058 621-06545 3.000 Mg | 624.00000 1872.00| 624.00000 1872.00| 624.00000 1872.00 FERTILIZER | | | 0059 621-06553 636.000 kg | 6.56000 4172.16| 6.56000 4172.16| 6.56000 4172.16 SEED MIXTURE, R | | | 0060 621-06565 15.000 Mg | 476.00000 7140.00| 476.00000 7140.00| 476.00000 7140.00 MULCHING MATERIAL | | | 0061 621-06574 1735.000 m2 | 3.68000 6384.80| 3.68000 6384.80| 3.68000 6384.80 SODDING | | | 0062 701-51145 366.000 m | 23.60000 8637.60| 30.00000 10980.00| 36.00000 13176.00 PILES, TIMBER, FURNISHED | | | 0063 701-51150 366.000 m | 100.00000 36600.00| 30.00000 10980.00| 110.00000 40260.00 PILES, TIMBER, DRIVEN | | | 0064 701-51155 36.800 m | 100.00000 3680.00| 75.00000 2760.00| 270.00000 9936.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 305 mm | | | 0065 701-51195 550.400 m | 100.00000 55040.00| 80.00000 44032.00| 115.00000 63296.00 PILE, STEEL H, HP 310 X 79 | | | 0066 701-98647 1668.000 m | 100.00000 166800.00| 75.00000 125100.00| 115.00000 191820.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0067 702-51005 255.000 m3 | 704.75000 179711.25| 400.00000 102000.00| 470.00000 119850.00 CONCRETE, A, SUBSTRUCTURE | | | 0068 702-51015 202.800 m3 | 279.61000 56704.91| 400.00000 81120.00| 260.00000 52728.00 CONCRETE, B, FOOTINGS | | | 0069 702-51863 920.000 EACH| 4.55000 4186.00| 8.00000 7360.00| 11.00000 10120.00 FIELD DRILLED HOLE IN CONCRETE | | | 0070 703-51030 19440.000 kg | 1.03000 20023.20| 1.20000 23328.00| 1.30000 25272.00 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/03/03 PAGE : 440 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,234,282.65 ROUTE : NUS 30 CALL ORDER : 440 CONTRACT ID : B -26258-A COUNTIES : MARSHALL LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1057237 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 703-51032 142524.000 kg | 1.18000 168178.32| 1.25000 178155.00| 1.35000 192407.40 REINFORCING STEEL, EPOXY COATED | | | 0072 704-51002 699.000 m3 | 452.75000 316472.25| 400.00000 279600.00| 410.00000 286590.00 CONCRETE, C, SUPERSTRUCTURE | | | 0073 706-05734 16.000 EACH| 1375.72000 22011.52| 1800.00000 28800.00| 1100.00000 17600.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0074 706-51025 359.800 m | 284.96000 102528.61| 125.00000 44975.00| 85.00000 30583.00 CONCRETE, C, RAILING | | | 0075 708-51813 4.000 m2 | 1150.00000 4600.00| 800.00000 3200.00| 1000.00000 4000.00 PNEUMATICALLY PLACED MORTAR | | | 0076 709-51821 LUMP| 9679.80000 9679.80| 12000.00000 12000.00| 10601.00000 10601.00 SURFACE SEAL , STR NO 1 | | | 0077 709-51821 LUMP| 16231.80000 16231.80| 22000.00000 22000.00| 14930.00000 14930.00 SURFACE SEAL , STR NO 3 | | | 0078 710-51870 1.000 m2 | 1200.00000 1200.00| 800.00000 800.00| 1800.00000 1800.00 REPOINTING MASONRY IN STRUCTURES | | | 0079 711-51038 LUMP| 200000.00000 200000.00| 175000.00000 175000.00| 220000.00000 220000.00 STRUCTURAL STEEL , STR NO 1 | | | 0080 711-51038 LUMP| 380000.00000 380000.00| 325000.00000 325000.00| 485000.00000 485000.00 STRUCTURAL STEEL , STR NO 3 | | | 0081 713-97149 2.000 EACH| 10000.00000 20000.00| 21000.00000 42000.00| 3534.90000 7069.80 TEMPORARY RAMP | | | 0082 715-05048 2364.100 m | 9.22000 21797.00| 6.90000 16312.29| 12.00000 28369.20 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0083 715-05053 202.800 m | 33.64000 6822.19| 30.00000 6084.00| 100.00000 20280.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0084 715-05118 14.000 m | 84.17000 1178.38| 390.00000 5460.00| 100.00000 1400.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0085 715-05149 80.000 m | 80.90000 6472.00| 76.00000 6080.00| 100.00000 8000.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0086 715-05151 80.000 m | 85.94000 6875.20| 55.00000 4400.00| 120.00000 9600.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0087 715-05217 202.000 m | 78.52000 15861.04| 106.00000 21412.00| 120.00000 24240.00 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0088 715-05407 88.000 m | 34.16000 3006.08| 40.00000 3520.00| 44.00000 3872.00 PIPE, END BENT DRAIN, 150 mm | | | 0089 715-44240 12.000 m3 | 198.19000 2378.28| 251.00000 3012.00| 650.00000 7800.00 CONCRETE, A, STRUCTURES | | | 0090 715-46000 14.000 EACH| 194.24000 2719.36| 148.00000 2072.00| 250.00000 3500.00 PIPE END SECTION, 300 mm | | | 0091 715-46005 8.000 EACH| 209.40000 1675.20| 177.00000 1416.00| 300.00000 2400.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/03/03 PAGE : 440 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,234,282.65 ROUTE : NUS 30 CALL ORDER : 440 CONTRACT ID : B -26258-A COUNTIES : MARSHALL LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1057237 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 718-06528 12.000 EACH| 311.05000 3732.60| 500.00000 6000.00| 600.00000 7200.00 OUTLET PROTECTOR, 1 | | | 0093 718-52610 546.500 m3 | 31.62000 17280.33| 42.00000 22953.00| 50.00000 27325.00 AGGREGATE FOR UNDERDRAINS | | | 0094 718-99153 5029.400 m2 | 1.34000 6739.40| 0.80000 4023.52| 1.00000 5029.40 GEOTEXTILES FOR UNDERDRAIN | | | 0095 720-45025 8.000 EACH| 1169.96000 9359.68| 1500.00000 12000.00| 2000.00000 16000.00 INLET, D6 | | | 0096 720-45030 4.000 EACH| 918.71000 3674.84| 1300.00000 5200.00| 2000.00000 8000.00 INLET, E7 | | | 0097 720-45125 4.000 EACH| 1193.32000 4773.28| 1521.00000 6084.00| 1500.00000 6000.00 INLET, D6, MODIFIED | | | 0098 726-92406 56.000 EACH| 660.78000 37003.68| 700.00000 39200.00| 700.00000 39200.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0099 728-98377 LUMP| 10928.00000 10928.00| 9500.00000 9500.00| 12498.00000 12498.00 MASONRY COATING | | | 0100 728-98377 LUMP| 14304.00000 14304.00| 12500.00000 12500.00| 13434.00000 13434.00 MASONRY COATING , STR NO 3 | | | 0101 801-03290 3.000 EACH| 179.00000 537.00| 179.00000 537.00| 179.00000 537.00 CONSTRUCTION SIGN, C | | | 0102 801-04308 2.000 EACH| 195.00000 390.00| 195.00000 390.00| 195.00000 390.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0103 801-06207 11065.000 m | 2.57000 28437.05| 2.57000 28437.05| 2.57000 28437.05 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0104 801-06216 10.000 m | 13.00000 130.00| 13.00000 130.00| 13.00000 130.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0105 801-06469 1455.000 m | 5.14000 7478.70| 5.14000 7478.70| 5.14000 7478.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0108 801-06625 28.000 EACH| 60.00000 1680.00| 60.00000 1680.00| 60.00000 1680.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0109 801-06640 105.000 EACH| 150.00000 15750.00| 150.00000 15750.00| 150.00000 15750.00 CONSTRUCTION SIGN, A | | | 0110 801-06645 8.000 EACH| 30.00000 240.00| 30.00000 240.00| 30.00000 240.00 CONSTRUCTION SIGN, B | | | 0111 801-06710 1350.000 DAY | 10.00000 13500.00| 10.00000 13500.00| 10.00000 13500.00 FLASHING ARROW SIGN | | | 0112 801-06775 LUMP| 25000.00000 25000.00| 26500.00000 26500.00| 115000.00000 115000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/03/03 PAGE : 440 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,234,282.65 ROUTE : NUS 30 CALL ORDER : 440 CONTRACT ID : B -26258-A COUNTIES : MARSHALL LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1057237 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 801-06775 LUMP| 5000.00000 5000.00| 500.00000 500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC , WESTERN AVENUE | | | PIPE INSTALLATION | | | 0114 801-09133 6.000 EACH| 9000.00000 54000.00| 9000.00000 54000.00| 9000.00000 54000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0115 802-05701 33.150 m | 26.00000 861.90| 26.00000 861.90| 26.00000 861.90 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0116 802-05702 13.800 m | 18.20000 251.16| 18.20000 251.16| 18.20000 251.16 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0117 802-07048 2.000 EACH| 2550.00000 5100.00| 2550.00000 5100.00| 2550.00000 5100.00 TRAFFIC SIGN SUPPORT FOUNDATION, II | | | 0118 802-07138 2.000 EACH| 243.90000 487.80| 243.90000 487.80| 243.90000 487.80 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0119 802-07151 2.000 EACH| 237.60000 475.20| 237.60000 475.20| 237.60000 475.20 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0120 802-76015 32.460 m2 | 165.30000 5365.64| 165.30000 5365.64| 165.30000 5365.64 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0121 802-76025 0.500 m2 | 134.20000 67.10| 134.20000 67.10| 134.20000 67.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0122 802-76035 6.080 m2 | 98.60000 599.49| 98.60000 599.49| 98.60000 599.49 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0123 802-76095 452.000 kg | 4.50000 2034.00| 4.50000 2034.00| 4.50000 2034.00 STRUCTURAL STEEL, BREAKAWAY | | | 0124 802-76140 2.000 EACH| 11440.00000 22880.00| 11440.00000 22880.00| 11440.00000 22880.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0125 802-76175 6.600 m | 344.50000 2273.70| 344.50000 2273.70| 344.50000 2273.70 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0126 808-06703 10.000 m | 12.50000 125.00| 12.50000 125.00| 12.50000 125.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0127 808-06713 325.000 m | 0.75000 243.75| 0.75000 243.75| 0.75000 243.75 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0128 808-06714 325.000 m | 0.75000 243.75| 0.75000 243.75| 0.75000 243.75 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/03/03 PAGE : 440 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,234,282.65 ROUTE : NUS 30 CALL ORDER : 440 CONTRACT ID : B -26258-A COUNTIES : MARSHALL LETTING DATE : 01/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1057237 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|MCCOY, R.L., INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 808-06716 3855.000 m | 1.40000 5397.00| 1.40000 5397.00| 1.40000 5397.00 LINE, REMOVE | | | 0130 808-75051 2740.000 m | 3.65000 10001.00| 3.65000 10001.00| 3.65000 10001.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0131 808-75053 110.000 m | 10.50000 1155.00| 10.50000 1155.00| 10.50000 1155.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0132 808-75054 3930.000 m | 3.65000 14344.50| 3.65000 14344.50| 3.65000 14344.50 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0133 808-75061 1025.000 m | 5.25000 5381.25| 5.25000 5381.25| 5.25000 5381.25 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0134 808-75245 10.000 m | 12.50000 125.00| 12.50000 125.00| 12.50000 125.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0135 808-75998 141.000 EACH| 18.00000 2538.00| 18.00000 2538.00| 18.00000 2538.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0136 808-99077 10.000 m | 31.00000 310.00| 31.00000 310.00| 31.00000 310.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 600 mm | | | 0137 501-06266 LUMP| 3000.00000 3000.00| 5500.00000 5500.00| 5000.00000 5000.00 PROFILOGRAPH, PCCP | | | 0138 501-06727 LUMP| 5000.00000 5000.00| 3600.00000 3600.00| 5000.00000 5000.00 CORING, PCCP | | | 0139 801-07118 43.200 m | 28.00000 1209.60| 28.00000 1209.60| 28.00000 1209.60 BARRICADE, III-A | | | 0140 801-07119 90.000 m | 32.00000 2880.00| 32.00000 2880.00| 32.00000 2880.00 BARRICADE, III-B | | | 0141 808-75996 141.000 EACH| 15.00000 2115.00| 20.00000 2820.00| 3.00000 423.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0142 501-06323 23075.000 m2 | 36.00000 830700.00| 40.69000 938921.75| 45.00000 1038375.00 QC/QA-PCCP, 300 mm | | | 0143 601-99108 274.320 m | 41.85000 11480.29| 44.50000 12207.24| 41.85000 11480.29 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | SECTION TOTALS | $ 5,509,690.93| $ 5,518,477.17| $ 6,276,462.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,509,690.93| $ 5,518,477.17| $ 6,276,462.23 ====================================================================================================================================