INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : TOLL CALL ORDER : 280 CONTRACT ID : RT-23546-A COUNTIES : LAKE LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION CONTRACT TIME : 11/01/99 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035114 SUPERIOR CONSTRUCTION COMPANY, INC. $ 2,112,011.16 100.0000% 2 36-2231526 WALSH CONSTRUCTION COMPANY OF ILLINOIS $ 2,140,736.54 101.3600% 3 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 2,207,675.81 104.5295% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,668,591.87 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 390 CONTRACT ID : BT-23362-A COUNTIES : LAGRANGE LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION CONTRACT TIME : 06/30/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A N/A N/A OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION COMPANY, INC. $ 7,455,560.68 100.0000% ==================================================================================================================================== |(1) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT (1); BRIDGE REMOVAL (2) AND BRIDGE REHABILITATION (2) | | | 0001 105-01925 12.000 MOS | 1464.29000 17571.48| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 47738.51000 47738.51| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 372000.00000 372000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1000.00000 1000.00| | CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 1000.00000 1000.00| | CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 201-52370 LUMP| 1000.00000 1000.00| | CLEARING RIGHT OF WAY , STR NO 3 | | | 0007 201-52370 LUMP| 1000.00000 1000.00| | CLEARING RIGHT OF WAY , STR NO 4 | | | 0008 201-52370 LUMP| 1000.00000 1000.00| | CLEARING RIGHT OF WAY , STR NO 5 | | | 0009 202-01000 LUMP| 1000.00000 1000.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | STR NO 1 | | | 0010 202-01000 LUMP| 1000.00000 1000.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | STR NO 2 | | | 0011 202-01000 LUMP| 1000.00000 1000.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | STR NO 3 | | | 0012 202-01000 LUMP| 1000.00000 1000.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | STR NO 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 390 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,668,591.87 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 390 CONTRACT ID : BT-23362-A COUNTIES : LAGRANGE LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-02240 9522.730 m2 | 6.08000 57898.20| | PAVEMENT, REMOVE | | | 0014 202-02241 3299.913 m | 7.70000 25409.33| | GUARDRAIL, REMOVE | | | 0015 202-51328 LUMP| 250000.00000 250000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0016 202-51328 LUMP| 250000.00000 250000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 5 | | | 0017 202-51330 LUMP| 250000.00000 250000.00| | PRESENT STRUCTURE, REMOVE , STR NO 1 | | | 0018 202-51330 LUMP| 250000.00000 250000.00| | PRESENT STRUCTURE, REMOVE , STR NO 3 | | | 0019 202-51330 LUMP| 250000.00000 250000.00| | PRESENT STRUCTURE, REMOVE , STR NO 4 | | | 0020 202-60815 75.000 m | 9.02000 676.50| | CENTER CURB, REMOVE | | | 0021 202-60820 139.000 m2 | 5.40000 750.60| | SURFACE MILLING, ASPHALT | | | 0022 202-74025 676.000 m | 4.00000 2704.00| | FENCE, REMOVE | | | 0023 203-02000 4120.000 m3 | 12.83000 52859.60| | EXCAVATION, COMMON | | | 0024 203-02070 26651.000 m3 | 7.43000 198016.93| | BORROW | | | 0025 203-02070 11469.000 m3 | 6.73000 77186.37| | BORROW , TRANSPORTATION AND PLACEMENT | | | 0026 203-02080 2.800 km | 1439.38000 4030.26| | LINEAR GRADING | | | 0027 205-02224 933.000 m | 5.58000 5206.14| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0028 205-02229 144.000 m | 9.00000 1296.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0029 205-02234 2.000 EACH| 75.00000 150.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0030 205-02236 2.000 EACH| 75.00000 150.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 390 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,668,591.87 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 390 CONTRACT ID : BT-23362-A COUNTIES : LAGRANGE LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 206-51230 1335.900 m3 | 14.27000 19063.29| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0032 211-02060 879.000 m3 | 15.96000 14028.84| | B BORROW FOR STRUCTURE BACKFILL | | | 0033 213-52830 207.000 m3 | 137.73000 28510.11| | FLOWABLE MORTAR | | | 0034 303-52308 7377.000 Mg | 13.73000 101286.21| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0035 304-04403 2052.900 m3 | 37.40000 76778.46| | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0036 305-05204 25.000 Mg | 60.00000 1500.00| | HMA FOR PATCHING | | | 0037 305-05206 900.000 Mg | 43.41000 39069.00| | WIDENING WITH HMA | | | 0038 401-05467 5474.000 m | 1.25000 6842.50| | MILLED HMA CORRUGATIONS | | | 0039 402-05468 1944.000 Mg | 41.50000 80676.00| | HMA BASE 25.0 mm, MAINLINE | | | 0040 402-05472 1017.000 Mg | 24.00000 24408.00| | HMA INTERMEDIATE 9.5 mm, MAINLINE | | | 0041 402-05473 155.000 Mg | 50.00000 7750.00| | HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0042 402-05477 972.000 Mg | 42.00000 40824.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0043 402-05486 1644.000 Mg | 24.00000 39456.00| | HMA INTERMEDIATE 12.5 mm, SHOULDER | | | 0044 402-05487 4095.000 Mg | 38.50000 157657.50| | HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0045 402-05490 1575.000 Mg | 39.00000 61425.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0046 403-05503 101.000 Mg | 40.00000 4040.00| | CMA INTERMEDIATE 9 , SHOULDER PROTECTION| | | 0047 405-05518 20067.600 m2 | 0.10000 2006.76| | ASPHALT FOR PRIME COAT | | | 0048 406-05521 49835.000 m2 | 0.07000 3488.45| | ASPHALT FOR TACK COAT | | | 0049 501-02400 LUMP| 1000.00000 1000.00| | PROFILOGRAPH , STR NO 1 | | | 0050 501-02400 LUMP| 1000.00000 1000.00| | PROFILOGRAPH , STR NO 2 | | | 0051 501-02400 LUMP| 1000.00000 1000.00| | PROFILOGRAPH , STR NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 390 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,668,591.87 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 390 CONTRACT ID : BT-23362-A COUNTIES : LAGRANGE LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 501-02400 LUMP| 1000.00000 1000.00| | PROFILOGRAPH , STR NO 4 | | | 0053 501-02400 LUMP| 1000.00000 1000.00| | PROFILOGRAPH , STR NO 5 | | | 0054 501-03489 96.000 EACH| 7.27000 697.92| | TIE BAR, RETROFIT | | | 0055 501-04870 10221.400 m2 | 33.53000 342723.54| | CEMENT CONCRETE PAVEMENT, PLAIN, 255 mm | | | 0056 501-05090 991.800 m2 | 42.27000 41923.39| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0057 501-05240 2400.600 m | 24.34000 58430.60| | CONTRACTION JOINT, D1 | | | 0058 501-05310 76.000 m | 283.11000 21516.36| | TERMINAL JOINT | | | 0059 601-01522 16.000 EACH| 1150.00000 18400.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0060 601-05999 3.000 EACH| 30.00000 90.00| | CURVED TERMINAL END | | | 0061 601-06035 124.000 m | 56.00000 6944.00| | GUARDRAIL, RESET | | | 0062 601-06769 2.000 EACH| 4900.00000 9800.00| | ENERGY ABSORBING TERMINAL, B CZ, 3 BAY | | | 0063 601-06777 1.000 EACH| 6300.00000 6300.00| | GRAVEL BARREL ARRAY | | | 0064 601-06778 8.000 EACH| 5900.00000 47200.00| | ENERGY ABSORBING TERMINAL, B CZ, 6 BAY | | | 0065 601-94689 4.000 EACH| 3100.00000 12400.00| | GUARDRAIL END TREATMENT, OS | | | 0066 601-94690 4.000 EACH| 3100.00000 12400.00| | GUARDRAIL END TREATMENT, MS | | | 0067 601-97079 2.000 EACH| 3300.00000 6600.00| | GRAVEL BARREL ARRAY, REMOVE | | | 0068 601-99105 2928.523 m | 27.84000 81530.08| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0069 601-99108 388.640 m | 44.50000 17294.48| | GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0070 601-99123 3.000 EACH| 1850.00000 5550.00| | GUARDRAIL TRANSITION, GP | | | 0071 602-06032 170.000 m | 119.88000 20379.60| | BARRIER, MEDIAN, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 390 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,668,591.87 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 390 CONTRACT ID : BT-23362-A COUNTIES : LAGRANGE LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 602-06639 544.000 m | 58.31000 31720.64| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0073 602-06646 3490.000 m | 44.69000 155968.10| | TEMPORARY CONCRETE BARRIER | | | 0074 602-06729 140.000 EACH| 6.00000 840.00| | BARRIER DELINEATOR | | | 0075 603-03829 240.000 m | 18.70000 4488.00| | FENCE , FARM FIELD, 1900 mm | | | 0076 603-06040 389.000 m | 18.70000 7274.30| | FENCE, FARM FIELD, 1190 mm | | | 0077 611-03393 4.000 EACH| 6455.94000 25823.76| | TEMPORARY CROSSOVER, B MODIFIED | | | 0078 616-02320 4530.000 m2 | 1.77000 8018.10| | GEOTEXTILES | | | 0079 616-06451 2640.000 Mg | 21.93000 57895.20| | RIPRAP, UNIFORM | | | 0080 616-06455 1408.000 m2 | 29.11000 40986.88| | SLOPEWALL | | | 0081 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL , STR NO 5 | | | 0082 619-95457 LUMP| 32000.00000 32000.00| | CLEAN AND PAINT STRUCTURAL STEEL , STR | | | NO 5 | | | 0083 621-01004 11.000 EACH| 975.00000 10725.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0084 621-06545 5.400 Mg | 607.00000 3277.80| | FERTILIZER | | | 0085 621-06548 32.000 kg | 44.00000 1408.00| | SEED MIXTURE, CV | | | 0086 621-06553 1002.000 kg | 8.15000 8166.30| | SEED MIXTURE, R | | | 0087 621-06559 1200.000 m2 | 0.45000 540.00| | MULCHED SEEDING, R | | | 0088 621-06565 26.600 Mg | 467.00000 12422.20| | MULCHING MATERIAL | | | 0089 621-06567 28.000 kL | 1.00000 28.00| | WATER | | | 0090 621-06574 1493.100 m2 | 4.10000 6121.71| | SODDING | | | 0091 701-04732 542.400 m | 113.68000 61660.03| | PILE , CONCRETE, STEEL SHELL ENCASED, | | | 9.5 mm THICKNESS, 457 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 390 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,668,591.87 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 390 CONTRACT ID : BT-23362-A COUNTIES : LAGRANGE LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 701-51190 963.800 m | 78.58000 75735.40| | PILE, STEEL H, HP 250 X 62 | | | 0093 701-90976 71334.000 kg | 1.08000 77040.72| | REINFORCING STEEL, GRADE 60 | | | 0094 702-51005 601.800 m3 | 463.72000 279066.70| | CONCRETE, A, SUBSTRUCTURE | | | 0095 702-51015 205.100 m3 | 173.79000 35644.33| | CONCRETE, B, FOOTINGS | | | 0096 702-51863 1302.000 EACH| 4.51000 5872.02| | FIELD DRILLED HOLE IN CONCRETE | | | 0097 702-93722 972.400 m3 | 434.65000 422653.66| | CONCRETE, C , WITH MICROSILICA | | | 0098 703-96177 247185.000 kg | 1.19000 294150.15| | REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0099 703-97936 1716.000 EACH| 10.11000 17348.76| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0100 706-05734 20.000 EACH| 1018.02000 20360.40| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0101 706-51020 170.200 m3 | 389.50000 66292.90| | CONCRETE, C, RAILING WITH MICROSILICA | | | 0102 709-51821 LUMP| 10488.00000 10488.00| | SURFACE SEAL , STR NO 2 | | | 0103 709-51821 LUMP| 10689.40000 10689.40| | SURFACE SEAL , STR NO 3 | | | 0104 709-51821 LUMP| 8512.00000 8512.00| | SURFACE SEAL , STR NO 5 | | | 0105 711-02371 28.000 EACH| 28.18000 789.04| | ANCHOR BOLT, AB | | | 0106 711-51038 LUMP| 550000.00000 550000.00| | STRUCTURAL STEEL , STR NO 2 | | | 0107 711-51038 LUMP| 725000.00000 725000.00| | STRUCTURAL STEEL , STR NO 3 | | | 0108 711-51038 LUMP| 125000.00000 125000.00| | STRUCTURAL STEEL , STR NO 5 | | | 0109 711-51877 LUMP| 35000.00000 35000.00| | JACKING AND SUPPORTING BEAMS , STR NO 5 | | | 0110 711-96800 22254.000 EACH| 1.66000 36941.64| | STUD SHEAR CONNECTOR | | | 0111 715-05119 678.000 m | 87.17000 59101.26| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 390 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,668,591.87 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 390 CONTRACT ID : BT-23362-A COUNTIES : LAGRANGE LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 715-06271 72.000 m | 785.71000 56571.12| | PIPE, RCHEP, CLASS HE-IV, D0.3=100, MIN.| | | AREA 1.20 m2 | | | 0113 715-44240 2.100 m3 | 674.97000 1417.44| | CONCRETE, A, STRUCTURES | | | 0114 715-46005 1.000 EACH| 218.75000 218.75| | PIPE END SECTION, 375 mm | | | 0115 720-44296 2.000 EACH| 132.79000 265.58| | CAP INLET | | | 0116 720-45075 1.000 EACH| 1137.23000 1137.23| | INLET, R13 | | | 0117 726-92406 64.000 EACH| 1062.19000 67980.16| | BEARING ASSEMBLY, ELASTOMERIC | | | 0118 726-95870 4.000 EACH| 1068.44000 4273.76| | BEARING ASSEMBLY | | | 0119 726-96576 4.000 EACH| 1068.44000 4273.76| | BEARING ASSEMBLY, FIXED | | | 0120 728-98377 LUMP| 8415.00000 8415.00| | MASONRY COATING , STR NO 2 | | | 0121 728-98377 LUMP| 9141.00000 9141.00| | MASONRY COATING , STR NO 3 | | | 0122 728-98377 LUMP| 11137.50000 11137.50| | MASONRY COATING , STR NO 5 | | | 0123 730-97686 6.000 EACH| 2739.97000 16439.82| | GRATED BOX END SECTION, II, 10:1, 375 mm| | | 0124 801-01093 14.000 EACH| 2900.00000 40600.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY WITH FLASHERS | | | 0125 801-04308 3.000 EACH| 375.00000 1125.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0126 801-04627 270.000 DAY | 325.00000 87750.00| | WATCHMAN | | | 0127 801-06049 200.000 m | 1.80000 360.00| | TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0128 801-06606 27.000 EACH| 328.00000 8856.00| | BARRICADE, IIIB | | | 0129 801-06640 71.000 EACH| 219.00000 15549.00| | CONSTRUCTION SIGN, A | | | 0130 801-06643 15660.000 m | 3.28000 51364.80| | TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 390 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,668,591.87 ROUTE : I-90 (TOLL ROAD) CALL ORDER : 390 CONTRACT ID : BT-23362-A COUNTIES : LAGRANGE LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 801-06644 9450.000 m | 3.28000 30996.00| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0132 801-06645 9.000 EACH| 80.00000 720.00| | CONSTRUCTION SIGN, B | | | 0133 801-06647 178.000 m | 1.80000 320.40| | TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0134 801-06710 900.000 DAY | 21.00000 18900.00| | FLASHING ARROW SIGN | | | 0135 801-06775 LUMP| 60400.00000 60400.00| | MAINTAINING TRAFFIC | | | 0136 801-09133 2.000 EACH| 17650.00000 35300.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0137 804-93726 429.000 EACH| 2.55000 1093.95| | DELINEATOR , HI-IMPACT GUARDRAIL, WHITE | | | 0138 804-93726 56.000 EACH| 2.55000 142.80| | DELINEATOR , HI-IMPACT GUARDRAIL, YELLOW| | | 0139 806-53072 LUMP| 14360.00000 14360.00| | TEMPORARY TRAFFIC SIGNAL , STR NO 2 | | | 0140 808-06702 281.900 m | 2.75000 775.23| | LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0141 808-06713 11448.500 m | 0.20000 2289.70| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0142 808-06714 9589.500 m | 0.20000 1917.90| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0143 808-06716 7524.000 m | 2.78000 20916.72| | LINE, REMOVE | | | 0144 808-75001 56.600 m | 0.25000 14.15| | LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0145 808-75008 300.000 m | 0.75000 225.00| | LINE, PAINT, SOLID, WHITE, 200 mm | | | 0146 808-75998 118.000 EACH| 30.75000 3628.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 7,455,560.68| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,455,560.68| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,168,068.94 ROUTE : INDIANA TOLL ROAD CALL ORDER : 400 CONTRACT ID : BT-23533-A COUNTIES : LAPORTE PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION CONTRACT TIME : 11/20/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A N/A OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION COMPANY, INC. $ 2,041,575.36 100.0000% 2 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 2,136,419.52 104.6456% 3 35-1339168 LAPORTE CONSTRUCTION COMPANY, INC. $ 2,275,557.25 111.4608% 4 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 2,318,915.92 113.5846% 5 36-2231526 WALSH CONSTRUCTION COMPANY OF ILLINOIS $ 2,599,013.30 127.3043% 6 35-1523985 WIRTZ & YATES, INC. $ 2,711,739.77 132.8258% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |LAPORTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATIONS (4) AND FENCE REPAIR (1) | | | 0001 105-01925 6.000 MOS | 2950.82000 17704.92| 1300.00000 7800.00| 1250.70000 7504.20 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 11496.75000 11496.75| 5300.00000 5300.00| 5179.99000 5179.99 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 92000.00000 92000.00| 100000.00000 100000.00| 113072.45000 113072.45 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 11750.00000 11750.00| 1276.02000 1276.02 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 2000.00000 2000.00| 11750.00000 11750.00| 1276.02000 1276.02 CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 201-52370 LUMP| 2000.00000 2000.00| 11750.00000 11750.00| 1276.02000 1276.02 CLEARING RIGHT OF WAY , STR NO 3 | | | 0007 201-52370 LUMP| 2000.00000 2000.00| 11750.00000 11750.00| 1276.02000 1276.02 CLEARING RIGHT OF WAY , STR NO 4 | | | 0008 202-01066 1990.000 m2 | 23.79000 47342.10| 38.50000 76615.00| 32.69000 65053.10 HYDRO DEMOLITION | | | 0009 202-02240 264.000 m2 | 7.66000 2022.24| 9.00000 2376.00| 15.87000 4189.68 PAVEMENT, REMOVE | | | 0010 202-02241 1450.000 m | 8.28000 12006.00| 8.30000 12035.00| 8.28000 12006.00 GUARDRAIL, REMOVE | | | 0011 202-51328 LUMP| 45000.00000 45000.00| 30000.00000 30000.00| 53026.05000 53026.05 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,168,068.94 ROUTE : INDIANA TOLL ROAD CALL ORDER : 400 CONTRACT ID : BT-23533-A COUNTIES : LAPORTE PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |LAPORTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-51328 LUMP| 45000.00000 45000.00| 33000.00000 33000.00| 53026.05000 53026.05 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0013 202-51328 LUMP| 45000.00000 45000.00| 28000.00000 28000.00| 53026.05000 53026.05 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 3 | | | 0014 202-51328 LUMP| 45000.00000 45000.00| 28000.00000 28000.00| 53026.05000 53026.05 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 4 | | | 0015 202-51822 2257.000 m2 | 5.06000 11420.42| 5.00000 11285.00| 12.42000 28031.94 BRIDGE DECK OVERLAY, REMOVE | | | 0016 202-60820 14632.000 m2 | 1.51000 22094.32| 1.65000 24142.80| 1.62000 23703.84 SURFACE MILLING, ASPHALT | | | 0017 202-91385 16.000 EACH| 144.60000 2313.60| 777.00000 12432.00| 322.86000 5165.76 INLET, REMOVE | | | 0018 202-99187 375.000 m | 6.40000 2400.00| 6.40000 2400.00| 6.40000 2400.00 FENCE, FARM FIELD, REMOVE | | | 0019 203-02080 0.970 km | 8241.39000 7994.15| 16200.00000 15714.00| 18616.53000 18058.03 LINEAR GRADING | | | 0020 205-02224 970.000 m | 5.58000 5412.60| 5.58000 5412.60| 5.58000 5412.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0021 206-51230 46.200 m3 | 45.11000 2084.08| 57.50000 2656.50| 62.68000 2895.82 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0022 211-02060 39.100 m3 | 19.82000 774.96| 76.00000 2971.60| 27.64000 1080.72 B BORROW FOR STRUCTURE BACKFILL | | | 0023 212-06282 195.000 m3 | 24.91000 4857.45| 5.85000 1140.75| 18.56000 3619.20 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0024 303-52308 2098.000 Mg | 9.65000 20245.70| 15.00000 31470.00| 18.72000 39274.56 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 303-60012 23.000 Mg | 14.64000 336.72| 20.50000 471.50| 54.75000 1259.25 AGGREGATE, 2 | | | 0026 401-05467 4800.000 m | 1.81000 8688.00| 1.91000 9168.00| 1.22000 5856.00 MILLED HMA CORRUGATIONS | | | 0027 402-05473 5460.000 Mg | 25.55000 139503.00| 25.55000 139503.00| 25.55000 139503.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0028 402-05477 2730.000 Mg | 33.85000 92410.50| 33.85000 92410.50| 33.85000 92410.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0029 405-05518 4535.000 m2 | 0.75000 3401.25| 0.75000 3401.25| 0.75000 3401.25 ASPHALT FOR PRIME COAT | | | 0030 406-05521 64567.000 m2 | 0.15000 9685.05| 0.15000 9685.05| 0.15000 9685.05 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 400 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,168,068.94 ROUTE : INDIANA TOLL ROAD CALL ORDER : 400 CONTRACT ID : BT-23533-A COUNTIES : LAPORTE PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |LAPORTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 501-05170 264.000 m2 | 36.33000 9591.12| 48.00000 12672.00| 58.54000 15454.56 CEMENT CONCRETE PAVEMENT, PLAIN, 225 mm | | | 0032 601-01522 16.000 EACH| 1150.00000 18400.00| 1150.00000 18400.00| 1150.00000 18400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-01625 6.000 EACH| 1450.00000 8700.00| 1450.00000 8700.00| 1450.00000 8700.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0034 601-06037 15.000 EACH| 550.00000 8250.00| 550.00000 8250.00| 550.00000 8250.00 GUARDRAIL END TREATMENT, I | | | 0035 601-06777 6.000 EACH| 5500.00000 33000.00| 6934.00000 41604.00| 5500.00000 33000.00 GRAVEL BARREL ARRAY , CONCRETE PAD & | | | SALVAGE OF BARRELS | | | 0036 601-94689 8.000 EACH| 3150.00000 25200.00| 3150.00000 25200.00| 3150.00000 25200.00 GUARDRAIL END TREATMENT, OS | | | 0037 601-94690 2.000 EACH| 3150.00000 6300.00| 3150.00000 6300.00| 3150.00000 6300.00 GUARDRAIL END TREATMENT, MS | | | 0038 601-99105 1356.360 m | 30.11000 40840.00| 30.11000 40840.00| 30.11000 40840.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 601-99108 228.600 m | 49.75000 11372.85| 49.75000 11372.85| 49.75000 11372.85 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0040 601-99123 10.000 EACH| 1850.00000 18500.00| 1850.00000 18500.00| 1850.00000 18500.00 GUARDRAIL TRANSITION, GP | | | 0041 602-06729 74.000 EACH| 6.00000 444.00| 4.00000 296.00| 4.00000 296.00 BARRIER DELINEATOR | | | 0042 603-06040 375.000 m | 30.00000 11250.00| 30.00000 11250.00| 30.00000 11250.00 FENCE, FARM FIELD, 1190 mm | | | 0043 603-06045 622.000 m | 68.00000 42296.00| 68.00000 42296.00| 68.00000 42296.00 FENCE, CHAIN LINK, 1220 mm | | | 0044 610-05527 2306.000 Mg | 19.96000 46027.76| 25.00000 57650.00| 18.00000 41508.00 HMA FOR APPROACHES | | | 0045 616-02320 8581.000 m2 | 1.79000 15359.99| 2.20000 18878.20| 2.24000 19221.44 GEOTEXTILES | | | 0046 616-06451 6932.000 Mg | 23.79000 164912.28| 24.50000 169834.00| 27.68000 191877.76 RIPRAP, UNIFORM | | | 0047 619-02508 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 10250.00000 10250.00 ENCAPSULATE STEEL BRIDGE , STR NO 1 | | | 0048 619-02508 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 10250.00000 10250.00 ENCAPSULATE STEEL BRIDGE , STR NO 2 | | | 0049 619-02508 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 10250.00000 10250.00 ENCAPSULATE STEEL BRIDGE , STR NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 400 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,168,068.94 ROUTE : INDIANA TOLL ROAD CALL ORDER : 400 CONTRACT ID : BT-23533-A COUNTIES : LAPORTE PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |LAPORTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 619-02508 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 10250.00000 10250.00 ENCAPSULATE STEEL BRIDGE , STR NO 4 | | | 0051 619-04414 12.000 EACH| 131.75000 1581.00| 377.00000 4524.00| 312.41000 3748.92 DRAIN EXTENSION | | | 0052 619-61000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 10250.00000 10250.00 CLEAN STEEL BRIDGE , STR NO 1 | | | 0053 619-61000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 10250.00000 10250.00 CLEAN STEEL BRIDGE , STR NO 2 | | | 0054 619-61000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 10250.00000 10250.00 CLEAN STEEL BRIDGE , STR NO 3 | | | 0055 619-61000 LUMP| 11000.00000 11000.00| 11000.00000 11000.00| 10250.00000 10250.00 CLEAN STEEL BRIDGE , STR NO 4 | | | 0056 619-93423 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 1500.00000 1500.00 POLLUTION CONTROL , STR NO 1 | | | 0057 619-93423 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 1500.00000 1500.00 POLLUTION CONTROL , STR NO 2 | | | 0058 619-93423 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 1500.00000 1500.00 POLLUTION CONTROL , STR NO 3 | | | 0059 619-93423 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 1500.00000 1500.00 POLLUTION CONTROL , STR NO 4 | | | 0060 621-06574 5183.000 m2 | 3.30000 17103.90| 3.30000 17103.90| 3.90000 20213.70 SODDING | | | 0061 702-51005 47.100 m3 | 519.27000 24457.62| 500.00000 23550.00| 634.23000 29872.23 CONCRETE, A, SUBSTRUCTURE | | | 0062 702-51110 1044.000 kg | 4.00000 4176.00| 4.50000 4698.00| 10.15000 10596.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0063 702-51863 5278.000 EACH| 4.48000 23645.44| 7.50000 39585.00| 5.12000 27023.36 FIELD DRILLED HOLE IN CONCRETE | | | 0064 702-92857 13.300 m3 | 953.33000 12679.29| 1100.00000 14630.00| 3508.62000 46664.65 CONCRETE, C, SUBSTRUCTURE | | | 0065 703-96177 27771.000 kg | 1.54000 42767.34| 1.60000 44433.60| 1.61000 44711.31 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0066 704-51002 158.400 m3 | 178.10000 28211.04| 300.00000 47520.00| 288.25000 45658.80 CONCRETE, C, SUPERSTRUCTURE | | | 0067 706-51020 93.200 m3 | 453.89000 42302.55| 385.00000 35882.00| 450.00000 41940.00 CONCRETE, C, RAILING | | | 0068 708-51813 20.000 m2 | 500.00000 10000.00| 700.00000 14000.00| 750.00000 15000.00 PNEUMATICALLY PLACED MORTAR | | | 0069 708-51814 20.000 m2 | 25.00000 500.00| 25.00000 500.00| 25.00000 500.00 WELDED STEEL WIRE FABRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 400 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,168,068.94 ROUTE : INDIANA TOLL ROAD CALL ORDER : 400 CONTRACT ID : BT-23533-A COUNTIES : LAPORTE PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |LAPORTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 709-51821 LUMP| 5190.80000 5190.80| 100.00000 100.00| 2000.00000 2000.00 SURFACE SEAL , STR NO 1 | | | 0071 709-51821 LUMP| 5327.60000 5327.60| 100.00000 100.00| 2000.00000 2000.00 SURFACE SEAL , STR NO 2 | | | 0072 709-51821 LUMP| 5251.60000 5251.60| 100.00000 100.00| 2000.00000 2000.00 SURFACE SEAL , STR NO 3 | | | 0073 709-51821 LUMP| 5806.40000 5806.40| 100.00000 100.00| 2000.00000 2000.00 SURFACE SEAL , STR NO 4 | | | 0074 711-01786 576.000 EACH| 11.59000 6675.84| 20.00000 11520.00| 20.00000 11520.00 STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0075 711-06055 80.000 EACH| 296.36000 23708.80| 225.00000 18000.00| 200.00000 16000.00 COVER PLATE | | | 0076 711-51864 640.000 EACH| 11.59000 7417.60| 20.00000 12800.00| 20.00000 12800.00 DRILLED HOLE | | | 0077 711-51877 LUMP| 25000.00000 25000.00| 19620.00000 19620.00| 19620.00000 19620.00 JACKING AND SUPPORTING BEAMS , STR NO 1 | | | 0078 711-51877 LUMP| 25000.00000 25000.00| 22620.00000 22620.00| 22620.00000 22620.00 JACKING AND SUPPORTING BEAMS , STR NO 2 | | | 0079 711-51877 LUMP| 25000.00000 25000.00| 19620.00000 19620.00| 19620.00000 19620.00 JACKING AND SUPPORTING BEAMS , STR NO 3 | | | 0080 711-51877 LUMP| 25000.00000 25000.00| 22620.00000 22620.00| 22620.00000 22620.00 JACKING AND SUPPORTING BEAMS , STR NO 4 | | | 0081 715-01662 240.000 m | 27.50000 6600.00| 9.00000 2160.00| 63.20000 15168.00 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0082 715-05168 305.000 m | 58.68000 17897.40| 41.50000 12657.50| 24.91000 7597.55 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0083 715-06268 8.000 m | 27.38000 219.04| 62.00000 496.00| 71.60000 572.80 PIPE, PERFORATED, POLYVINYL CHLORIDE, | | | SEMCIRCULAR, 150 mm | | | 0084 718-06269 127.000 m | 17.32000 2199.64| 11.25000 1428.75| 12.83000 1629.41 UNDERDRAIN INSPECTION | | | 0085 718-52610 3.000 m3 | 41.42000 124.26| 110.00000 330.00| 138.49000 415.47 AGGREGATE FOR UNDERDRAINS | | | 0086 718-99153 24.000 m2 | 3.18000 76.32| 5.50000 132.00| 20.21000 485.04 GEOTEXTILES FOR UNDERDRAIN | | | 0087 720-45510 2.000 EACH| 2178.60000 4357.20| 1200.00000 2400.00| 1423.03000 2846.06 MANHOLE, C4, MODIFIED WITH LOCKING LID | | | TYPE E | | | 0088 722-01055 100.000 m2 | 51.62000 5162.00| 125.55000 12555.00| 150.29000 15029.00 BRIDGE DECK PATCHING, PARTIAL DEPTH, | | | MICROSILICA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 400 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,168,068.94 ROUTE : INDIANA TOLL ROAD CALL ORDER : 400 CONTRACT ID : BT-23533-A COUNTIES : LAPORTE PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |LAPORTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 722-01061 1990.000 m2 | 33.88000 67421.20| 48.00000 95520.00| 43.54000 86644.60 BRIDGE DECK OVERLAY, MICROSILICA | | | 0090 722-51401 8.000 m2 | 275.91000 2207.28| 245.00000 1960.00| 670.42000 5363.36 BRIDGE DECK PATCHING, FULL DEPTH | | | 0091 722-96912 20.500 m3 | 132.00000 2706.00| 132.00000 2706.00| 132.00000 2706.00 BRIDGE DECK OVERLAY, ADDITIONAL, | | | MICROSILICA | | | 0092 724-51925 200.200 m | 239.97000 48041.99| 350.00000 70070.00| 366.26000 73325.25 STRUCTURAL EXPANSION JOINT, SS | | | 0093 726-92406 72.000 EACH| 650.00000 46800.00| 640.00000 46080.00| 632.00000 45504.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0094 726-92406 72.000 EACH| 750.00000 54000.00| 640.00000 46080.00| 631.00000 45432.00 BEARING ASSEMBLY, ELASTOMERIC , FIXED | | | 0095 728-98377 LUMP| 6358.50000 6358.50| 6360.00000 6360.00| 5000.00000 5000.00 MASONRY COATING , STR NO 1 | | | 0096 728-98377 LUMP| 6674.40000 6674.40| 6675.00000 6675.00| 5000.00000 5000.00 MASONRY COATING , STR NO 2 | | | 0097 728-98377 LUMP| 6439.50000 6439.50| 6450.00000 6450.00| 5000.00000 5000.00 MASONRY COATING , STR NO 3 | | | 0098 728-98377 LUMP| 6852.60000 6852.60| 6853.00000 6853.00| 5000.00000 5000.00 MASONRY COATING , STR NO 4 | | | 0099 730-97559 6.000 EACH| 3386.16000 20316.96| 3005.00000 18030.00| 3173.64000 19041.84 GRATED BOX END SECTION, II, 10:1, 300 mm| | | 0100 801-01093 48.000 EACH| 900.00000 43200.00| 800.00000 38400.00| 800.00000 38400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0101 801-04308 8.000 EACH| 170.00000 1360.00| 150.00000 1200.00| 150.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0102 801-04627 80.000 DAY | 297.68000 23814.40| 250.00000 20000.00| 100.00000 8000.00 WATCHMAN | | | 0103 801-06605 16.000 EACH| 110.00000 1760.00| 105.00000 1680.00| 105.00000 1680.00 BARRICADE, IIIA | | | 0104 801-06606 8.000 EACH| 118.00000 944.00| 135.00000 1080.00| 135.00000 1080.00 BARRICADE, IIIB | | | 0105 801-06625 87.000 EACH| 79.00000 6873.00| 60.00000 5220.00| 60.00000 5220.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0106 801-06640 151.000 EACH| 98.00000 14798.00| 89.00000 13439.00| 89.00000 13439.00 CONSTRUCTION SIGN, A | | | 0107 801-06645 32.000 EACH| 50.00000 1600.00| 20.00000 640.00| 20.00000 640.00 CONSTRUCTION SIGN, B | | | 0108 801-06710 250.000 DAY | 21.00000 5250.00| 18.00000 4500.00| 176.96000 44240.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 400 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,168,068.94 ROUTE : INDIANA TOLL ROAD CALL ORDER : 400 CONTRACT ID : BT-23533-A COUNTIES : LAPORTE PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 35-1339168 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, |LAPORTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 801-06775 LUMP| 11918.88000 11918.88| 14800.00000 14800.00| 6520.00000 6520.00 MAINTAINING TRAFFIC | | | 0110 802-03821 19.682 EACH| 161.45000 3177.66| 120.00000 2361.84| 119.99000 2361.64 SIGN, SHEET WITH LEGEND | | | 0111 802-76055 160.862 m | 11.48000 1846.70| 15.00000 2412.93| 15.00000 2412.93 SIGN POST, A | | | 0112 805-03083 285.000 m | 8.36000 2382.60| 20.00000 5700.00| 5.10000 1453.50 CONDUIT, RIGID, P.V.C., 40 mm | | | 0113 808-06713 1680.000 m | 0.82000 1377.60| 0.59000 991.20| 0.59000 991.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0114 808-06714 1680.000 m | 0.82000 1377.60| 0.59000 991.20| 0.59000 991.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 2,041,575.36| $ 2,136,419.52| $ 2,275,557.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,041,575.36| $ 2,136,419.52| $ 2,275,557.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 400 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,168,068.94 ROUTE : INDIANA TOLL ROAD CALL ORDER : 400 CONTRACT ID : BT-23533-A COUNTIES : LAPORTE PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 |(6) 35-1523985 |RIETH RILEY CONSTRUCTION COM|WALSH CONSTRUCTION CO. OF IL|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATIONS (4) AND FENCE REPAIR (1) | | | 0001 105-01925 6.000 MOS | 1000.00000 6000.00| 2400.00000 14400.00| 2000.00000 12000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 128399.00000 128399.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 115000.00000 115000.00| 130000.00000 130000.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 11000.00000 11000.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 5000.00000 5000.00| 11000.00000 11000.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 201-52370 LUMP| 5000.00000 5000.00| 11000.00000 11000.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY , STR NO 3 | | | 0007 201-52370 LUMP| 5000.00000 5000.00| 11000.00000 11000.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY , STR NO 4 | | | 0008 202-01066 1990.000 m2 | 30.00000 59700.00| 21.00000 41790.00| 30.00000 59700.00 HYDRO DEMOLITION | | | 0009 202-02240 264.000 m2 | 8.00000 2112.00| 10.00000 2640.00| 25.00000 6600.00 PAVEMENT, REMOVE | | | 0010 202-02241 1450.000 m | 6.00000 8700.00| 9.00000 13050.00| 9.00000 13050.00 GUARDRAIL, REMOVE | | | 0011 202-51328 LUMP| 57324.85000 57324.85| 40000.00000 40000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0012 202-51328 LUMP| 63296.85000 63296.85| 40000.00000 40000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0013 202-51328 LUMP| 55551.88000 55551.88| 40000.00000 40000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 3 | | | 0014 202-51328 LUMP| 55551.88000 55551.88| 40000.00000 40000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 4 | | | 0015 202-51822 2257.000 m2 | 8.00000 18056.00| 6.00000 13542.00| 5.00000 11285.00 BRIDGE DECK OVERLAY, REMOVE | | | 0016 202-60820 14632.000 m2 | 0.65000 9510.80| 4.00000 58528.00| 2.50000 36580.00 SURFACE MILLING, ASPHALT | | | 0017 202-91385 16.000 EACH| 500.00000 8000.00| 200.00000 3200.00| 600.00000 9600.00 INLET, REMOVE | | | 0018 202-99187 375.000 m | 6.40000 2400.00| 8.00000 3000.00| 8.00000 3000.00 FENCE, FARM FIELD, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 400 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,168,068.94 ROUTE : INDIANA TOLL ROAD CALL ORDER : 400 CONTRACT ID : BT-23533-A COUNTIES : LAPORTE PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 |(6) 35-1523985 |RIETH RILEY CONSTRUCTION COM|WALSH CONSTRUCTION CO. OF IL|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 203-02080 0.970 km | 15000.00000 14550.00| 50000.00000 48500.00| 40000.00000 38800.00 LINEAR GRADING | | | 0020 205-02224 970.000 m | 7.00000 6790.00| 5.58000 5412.60| 7.00000 6790.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0021 206-51230 46.200 m3 | 50.00000 2310.00| 72.00000 3326.40| 52.00000 2402.40 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0022 211-02060 39.100 m3 | 50.00000 1955.00| 72.00000 2815.20| 32.61000 1275.06 B BORROW FOR STRUCTURE BACKFILL | | | 0023 212-06282 195.000 m3 | 5.00000 975.00| 20.00000 3900.00| 19.62000 3825.90 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0024 303-52308 2098.000 Mg | 15.00000 31470.00| 14.00000 29372.00| 16.00000 33568.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 303-60012 23.000 Mg | 20.00000 460.00| 20.00000 460.00| 24.00000 552.00 AGGREGATE, 2 | | | 0026 401-05467 4800.000 m | 1.00000 4800.00| 1.50000 7200.00| 6.25000 30000.00 MILLED HMA CORRUGATIONS | | | 0027 402-05473 5460.000 Mg | 25.55000 139503.00| 31.00000 169260.00| 34.00000 185640.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0028 402-05477 2730.000 Mg | 33.85000 92410.50| 37.00000 101010.00| 40.00000 109200.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0029 405-05518 4535.000 m2 | 0.75000 3401.25| 0.30000 1360.50| 0.40000 1814.00 ASPHALT FOR PRIME COAT | | | 0030 406-05521 64567.000 m2 | 0.15000 9685.05| 0.10000 6456.70| 0.12000 7748.04 ASPHALT FOR TACK COAT | | | 0031 501-05170 264.000 m2 | 45.00000 11880.00| 40.00000 10560.00| 60.00000 15840.00 CEMENT CONCRETE PAVEMENT, PLAIN, 225 mm | | | 0032 601-01522 16.000 EACH| 1109.00000 17744.00| 1202.00000 19232.00| 1225.00000 19600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-01625 6.000 EACH| 1182.00000 7092.00| 1515.00000 9090.00| 1300.00000 7800.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0034 601-06037 15.000 EACH| 540.00000 8100.00| 575.00000 8625.00| 604.00000 9060.00 GUARDRAIL END TREATMENT, I | | | 0035 601-06777 6.000 EACH| 5960.00000 35760.00| 6708.00000 40248.00| 6500.00000 39000.00 GRAVEL BARREL ARRAY , CONCRETE PAD & | | | SALVAGE OF BARRELS | | | 0036 601-94689 8.000 EACH| 3018.00000 24144.00| 3292.00000 26336.00| 3528.00000 28224.00 GUARDRAIL END TREATMENT, OS | | | 0037 601-94690 2.000 EACH| 3018.00000 6036.00| 3292.00000 6584.00| 3528.00000 7056.00 GUARDRAIL END TREATMENT, MS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 400 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,168,068.94 ROUTE : INDIANA TOLL ROAD CALL ORDER : 400 CONTRACT ID : BT-23533-A COUNTIES : LAPORTE PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 |(6) 35-1523985 |RIETH RILEY CONSTRUCTION COM|WALSH CONSTRUCTION CO. OF IL|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 601-99105 1356.360 m | 38.00000 51541.68| 31.46000 42671.09| 33.75000 45777.15 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 601-99108 228.600 m | 50.00000 11430.00| 51.99000 11884.91| 55.75000 12744.45 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0040 601-99123 10.000 EACH| 2334.00000 23340.00| 1933.00000 19330.00| 2000.00000 20000.00 GUARDRAIL TRANSITION, GP | | | 0041 602-06729 74.000 EACH| 7.00000 518.00| 5.90000 436.60| 8.00000 592.00 BARRIER DELINEATOR | | | 0042 603-06040 375.000 m | 30.00000 11250.00| 30.00000 11250.00| 33.60000 12600.00 FENCE, FARM FIELD, 1190 mm | | | 0043 603-06045 622.000 m | 68.00000 42296.00| 68.00000 42296.00| 75.00000 46650.00 FENCE, CHAIN LINK, 1220 mm | | | 0044 610-05527 2306.000 Mg | 18.00000 41508.00| 35.00000 80710.00| 44.00000 101464.00 HMA FOR APPROACHES | | | 0045 616-02320 8581.000 m2 | 2.50000 21452.50| 2.00000 17162.00| 3.59000 30805.79 GEOTEXTILES | | | 0046 616-06451 6932.000 Mg | 18.00000 124776.00| 28.00000 194096.00| 35.13000 243521.16 RIPRAP, UNIFORM | | | 0047 619-02508 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 16000.00000 16000.00 ENCAPSULATE STEEL BRIDGE , STR NO 1 | | | 0048 619-02508 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 16000.00000 16000.00 ENCAPSULATE STEEL BRIDGE , STR NO 2 | | | 0049 619-02508 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 18000.00000 18000.00 ENCAPSULATE STEEL BRIDGE , STR NO 3 | | | 0050 619-02508 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 19000.00000 19000.00 ENCAPSULATE STEEL BRIDGE , STR NO 4 | | | 0051 619-04414 12.000 EACH| 200.00000 2400.00| 200.00000 2400.00| 500.00000 6000.00 DRAIN EXTENSION | | | 0052 619-61000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 15000.00000 15000.00 CLEAN STEEL BRIDGE , STR NO 1 | | | 0053 619-61000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 15000.00000 15000.00 CLEAN STEEL BRIDGE , STR NO 2 | | | 0054 619-61000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 16000.00000 16000.00 CLEAN STEEL BRIDGE , STR NO 3 | | | 0055 619-61000 LUMP| 11000.00000 11000.00| 11000.00000 11000.00| 19000.00000 19000.00 CLEAN STEEL BRIDGE , STR NO 4 | | | 0056 619-93423 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 3000.00000 3000.00 POLLUTION CONTROL , STR NO 1 | | | 0057 619-93423 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 3000.00000 3000.00 POLLUTION CONTROL , STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 400 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,168,068.94 ROUTE : INDIANA TOLL ROAD CALL ORDER : 400 CONTRACT ID : BT-23533-A COUNTIES : LAPORTE PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 |(6) 35-1523985 |RIETH RILEY CONSTRUCTION COM|WALSH CONSTRUCTION CO. OF IL|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 619-93423 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 3000.00000 3000.00 POLLUTION CONTROL , STR NO 3 | | | 0059 619-93423 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 4000.00000 4000.00 POLLUTION CONTROL , STR NO 4 | | | 0060 621-06574 5183.000 m2 | 2.50000 12957.50| 3.30000 17103.90| 5.00000 25915.00 SODDING | | | 0061 702-51005 47.100 m3 | 550.00000 25905.00| 600.00000 28260.00| 658.18000 31000.28 CONCRETE, A, SUBSTRUCTURE | | | 0062 702-51110 1044.000 kg | 6.00000 6264.00| 4.00000 4176.00| 6.62000 6911.28 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0063 702-51863 5278.000 EACH| 11.00000 58058.00| 7.00000 36946.00| 5.00000 26390.00 FIELD DRILLED HOLE IN CONCRETE | | | 0064 702-92857 13.300 m3 | 2000.00000 26600.00| 950.00000 12635.00| 676.70000 9000.11 CONCRETE, C, SUBSTRUCTURE | | | 0065 703-96177 27771.000 kg | 1.45000 40267.95| 1.50000 41656.50| 1.75000 48599.25 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0066 704-51002 158.400 m3 | 400.00000 63360.00| 500.00000 79200.00| 718.00000 113731.20 CONCRETE, C, SUPERSTRUCTURE | | | 0067 706-51020 93.200 m3 | 600.00000 55920.00| 650.00000 60580.00| 654.00000 60952.80 CONCRETE, C, RAILING | | | 0068 708-51813 20.000 m2 | 650.00000 13000.00| 350.00000 7000.00| 700.00000 14000.00 PNEUMATICALLY PLACED MORTAR | | | 0069 708-51814 20.000 m2 | 45.00000 900.00| 36.00000 720.00| 50.00000 1000.00 WELDED STEEL WIRE FABRIC | | | 0070 709-51821 LUMP| 3500.00000 3500.00| 8850.00000 8850.00| 7000.00000 7000.00 SURFACE SEAL , STR NO 1 | | | 0071 709-51821 LUMP| 3500.00000 3500.00| 9100.00000 9100.00| 7000.00000 7000.00 SURFACE SEAL , STR NO 2 | | | 0072 709-51821 LUMP| 3500.00000 3500.00| 8960.00000 8960.00| 7000.00000 7000.00 SURFACE SEAL , STR NO 3 | | | 0073 709-51821 LUMP| 4100.00000 4100.00| 9900.00000 9900.00| 8000.00000 8000.00 SURFACE SEAL , STR NO 4 | | | 0074 711-01786 576.000 EACH| 22.00000 12672.00| 21.00000 12096.00| 18.00000 10368.00 STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0075 711-06055 80.000 EACH| 365.00000 29200.00| 455.00000 36400.00| 220.00000 17600.00 COVER PLATE | | | 0076 711-51864 640.000 EACH| 22.00000 14080.00| 21.00000 13440.00| 20.00000 12800.00 DRILLED HOLE | | | 0077 711-51877 LUMP| 35000.00000 35000.00| 20000.00000 20000.00| 33000.00000 33000.00 JACKING AND SUPPORTING BEAMS , STR NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 400 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,168,068.94 ROUTE : INDIANA TOLL ROAD CALL ORDER : 400 CONTRACT ID : BT-23533-A COUNTIES : LAPORTE PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 |(6) 35-1523985 |RIETH RILEY CONSTRUCTION COM|WALSH CONSTRUCTION CO. OF IL|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 711-51877 LUMP| 42000.00000 42000.00| 24000.00000 24000.00| 39000.00000 39000.00 JACKING AND SUPPORTING BEAMS , STR NO 2 | | | 0079 711-51877 LUMP| 35000.00000 35000.00| 20000.00000 20000.00| 33000.00000 33000.00 JACKING AND SUPPORTING BEAMS , STR NO 3 | | | 0080 711-51877 LUMP| 35000.00000 35000.00| 24000.00000 24000.00| 36500.00000 36500.00 JACKING AND SUPPORTING BEAMS , STR NO 4 | | | 0081 715-01662 240.000 m | 5.00000 1200.00| 15.00000 3600.00| 32.80000 7872.00 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0082 715-05168 305.000 m | 60.00000 18300.00| 47.00000 14335.00| 30.00000 9150.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0083 715-06268 8.000 m | 60.00000 480.00| 65.00000 520.00| 65.00000 520.00 PIPE, PERFORATED, POLYVINYL CHLORIDE, | | | SEMCIRCULAR, 150 mm | | | 0084 718-06269 127.000 m | 3.00000 381.00| 13.00000 1651.00| 32.76000 4160.52 UNDERDRAIN INSPECTION | | | 0085 718-52610 3.000 m3 | 150.00000 450.00| 150.00000 450.00| 67.00000 201.00 AGGREGATE FOR UNDERDRAINS | | | 0086 718-99153 24.000 m2 | 6.00000 144.00| 25.00000 600.00| 24.17000 580.08 GEOTEXTILES FOR UNDERDRAIN | | | 0087 720-45510 2.000 EACH| 2600.00000 5200.00| 3358.61000 6717.22| 2200.00000 4400.00 MANHOLE, C4, MODIFIED WITH LOCKING LID | | | TYPE E | | | 0088 722-01055 100.000 m2 | 100.00000 10000.00| 50.00000 5000.00| 75.32000 7532.00 BRIDGE DECK PATCHING, PARTIAL DEPTH, | | | MICROSILICA | | | 0089 722-01061 1990.000 m2 | 50.00000 99500.00| 39.00000 77610.00| 35.00000 69650.00 BRIDGE DECK OVERLAY, MICROSILICA | | | 0090 722-51401 8.000 m2 | 350.00000 2800.00| 2000.00000 16000.00| 268.75000 2150.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0091 722-96912 20.500 m3 | 132.00000 2706.00| 132.00000 2706.00| 132.00000 2706.00 BRIDGE DECK OVERLAY, ADDITIONAL, | | | MICROSILICA | | | 0092 724-51925 200.200 m | 450.00000 90090.00| 325.00000 65065.00| 327.00000 65465.40 STRUCTURAL EXPANSION JOINT, SS | | | 0093 726-92406 72.000 EACH| 500.00000 36000.00| 797.60000 57427.20| 1000.00000 72000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0094 726-92406 72.000 EACH| 500.00000 36000.00| 796.60000 57355.20| 1000.00000 72000.00 BEARING ASSEMBLY, ELASTOMERIC , FIXED | | | 0095 728-98377 LUMP| 4300.00000 4300.00| 6528.06000 6528.06| 8000.00000 8000.00 MASONRY COATING , STR NO 1 | | | 0096 728-98377 LUMP| 4200.00000 4200.00| 6853.00000 6853.00| 8200.00000 8200.00 MASONRY COATING , STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 400 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,168,068.94 ROUTE : INDIANA TOLL ROAD CALL ORDER : 400 CONTRACT ID : BT-23533-A COUNTIES : LAPORTE PORTER LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 |(6) 35-1523985 |RIETH RILEY CONSTRUCTION COM|WALSH CONSTRUCTION CO. OF IL|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 728-98377 LUMP| 4300.00000 4300.00| 6612.00000 6612.00| 8200.00000 8200.00 MASONRY COATING , STR NO 3 | | | 0098 728-98377 LUMP| 4600.00000 4600.00| 7036.00000 7036.00| 9500.00000 9500.00 MASONRY COATING , STR NO 4 | | | 0099 730-97559 6.000 EACH| 5000.00000 30000.00| 1900.00000 11400.00| 4200.00000 25200.00 GRATED BOX END SECTION, II, 10:1, 300 mm| | | 0100 801-01093 48.000 EACH| 770.00000 36960.00| 800.00000 38400.00| 900.00000 43200.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0101 801-04308 8.000 EACH| 240.00000 1920.00| 150.00000 1200.00| 200.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0102 801-04627 80.000 DAY | 150.00000 12000.00| 340.00000 27200.00| 430.00000 34400.00 WATCHMAN | | | 0103 801-06605 16.000 EACH| 120.00000 1920.00| 110.00000 1760.00| 150.00000 2400.00 BARRICADE, IIIA | | | 0104 801-06606 8.000 EACH| 120.00000 960.00| 140.00000 1120.00| 160.00000 1280.00 BARRICADE, IIIB | | | 0105 801-06625 87.000 EACH| 56.00000 4872.00| 60.00000 5220.00| 100.00000 8700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0106 801-06640 151.000 EACH| 79.95000 12072.45| 89.00000 13439.00| 110.00000 16610.00 CONSTRUCTION SIGN, A | | | 0107 801-06645 32.000 EACH| 52.50000 1680.00| 20.00000 640.00| 25.00000 800.00 CONSTRUCTION SIGN, B | | | 0108 801-06710 250.000 DAY | 17.00000 4250.00| 18.00000 4500.00| 21.00000 5250.00 FLASHING ARROW SIGN | | | 0109 801-06775 LUMP| 40000.00000 40000.00| 50000.00000 50000.00| 60000.00000 60000.00 MAINTAINING TRAFFIC | | | 0110 802-03821 19.682 EACH| 249.97000 4919.91| 162.00000 3188.48| 130.00000 2558.66 SIGN, SHEET WITH LEGEND | | | 0111 802-76055 160.862 m | 14.00000 2252.07| 12.00000 1930.34| 20.00000 3217.24 SIGN POST, A | | | 0112 805-03083 285.000 m | 15.00000 4275.00| 26.00000 7410.00| 32.00000 9120.00 CONDUIT, RIGID, P.V.C., 40 mm | | | 0113 808-06713 1680.000 m | 0.63000 1058.40| 0.59000 991.20| 0.65000 1092.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0114 808-06714 1680.000 m | 0.63000 1058.40| 0.59000 991.20| 0.65000 1092.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 2,318,915.92| $ 2,599,013.30| $ 2,711,739.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,318,915.92| $ 2,599,013.30| $ 2,711,739.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,762,926.70 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 410 CONTRACT ID : BT-23536-A COUNTIES : STEUBEN LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION CONTRACT TIME : 105 CALENDAR DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A N/A OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 MCCOY, R.L., INC. $ 2,773,872.08 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 3,391,298.21 122.2586% ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1128289 | |MCCOY, R.L., INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATIONS | | | 0001 105-06790 5.000 MOS | 1800.00000 9000.00| 1500.00000 7500.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 18000.00000 18000.00| 40000.00000 40000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 138000.00000 138000.00| 169565.00000 169565.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 201-52370 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| CLEARING RIGHT OF WAY , STR NO 3 | | | 0007 201-52370 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| CLEARING RIGHT OF WAY , STR NO 4 | | | 0008 201-52370 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| CLEARING RIGHT OF WAY , STR NO 5 | | | 0009 202-02241 2006.000 m | 7.47000 14984.82| 7.70000 15446.20| GUARDRAIL, REMOVE | | | 0010 202-03135 40.100 m2 | 10.00000 401.00| 100.00000 4010.00| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0011 202-51328 LUMP| 120000.00000 120000.00| 60000.00000 60000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0012 202-51328 LUMP| 120000.00000 120000.00| 60000.00000 60000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,762,926.70 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 410 CONTRACT ID : BT-23536-A COUNTIES : STEUBEN LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1128289 | |MCCOY, R.L., INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-51328 LUMP| 120000.00000 120000.00| 60000.00000 60000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 3 | | | 0014 202-51328 LUMP| 120000.00000 120000.00| 60000.00000 60000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 4 | | | 0015 202-51328 LUMP| 120000.00000 120000.00| 62500.00000 62500.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 5 | | | 0016 202-60820 17312.000 m2 | 1.25000 21640.00| 2.25000 38952.00| SURFACE MILLING, ASPHALT | | | 0017 202-91206 9.000 EACH| 600.00000 5400.00| 500.00000 4500.00| G.R.E.A.T. UNIT AND BACK UP WALL, REMOVE| | | 0018 202-91385 20.000 EACH| 200.00000 4000.00| 500.00000 10000.00| INLET, REMOVE | | | 0019 203-02000 1078.500 m3 | 14.00000 15099.00| 13.08000 14106.78| EXCAVATION, COMMON | | | 0020 211-02060 73.000 m3 | 24.00000 1752.00| 40.00000 2920.00| B BORROW FOR STRUCTURE BACKFILL | | | 0021 213-52830 28.200 m3 | 80.00000 2256.00| 150.00000 4230.00| FLOWABLE MORTAR | | | 0022 303-04075 29.040 Mg | 17.00000 493.68| 50.00000 1452.00| COMPACTED AGGREGATE FOR SURFACE, 0, | | | SIZE NO. 73 | | | 0023 303-52308 1473.500 Mg | 14.00000 20629.00| 22.00000 32417.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0024 401-05467 6000.000 m | 2.50000 15000.00| 1.10000 6600.00| MILLED HMA CORRUGATIONS | | | 0025 402-05468 152.430 Mg | 72.00000 10974.96| 80.00000 12194.40| HMA BASE 25.0 mm, MAINLINE | | | 0026 402-05474 443.400 Mg | 45.00000 19953.00| 50.00000 22170.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0027 402-05477 388.800 Mg | 55.00000 21384.00| 62.00000 24105.60| HMA SURFACE 9.5 mm, MAINLINE | | | 0028 402-05487 462.300 Mg | 50.00000 23115.00| 55.00000 25426.50| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0029 402-05490 2113.400 Mg | 30.00000 63402.00| 35.00000 73969.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0030 406-05520 7.800 Mg | 200.00000 1560.00| 220.00000 1716.00| ASPHALT FOR TACK COAT | | | 0031 501-05180 564.500 m2 | 62.00000 34999.00| 60.00000 33870.00| CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 410 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,762,926.70 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 410 CONTRACT ID : BT-23536-A COUNTIES : STEUBEN LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1128289 | |MCCOY, R.L., INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-01522 20.000 EACH| 1150.00000 23000.00| 1160.00000 23200.00| GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-01848 4.000 EACH| 1600.00000 6400.00| 1550.00000 6200.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0034 601-06037 20.000 EACH| 550.00000 11000.00| 560.00000 11200.00| GUARDRAIL END TREATMENT, I | | | 0035 601-06777 10.000 EACH| 6400.00000 64000.00| 4990.00000 49900.00| GRAVEL BARREL ARRAY | | | 0036 601-94689 10.000 EACH| 3100.00000 31000.00| 3300.00000 33000.00| GUARDRAIL END TREATMENT, OS | | | 0037 601-97079 1.000 EACH| 600.00000 600.00| 10000.00000 10000.00| GRAVEL BARREL ARRAY, REMOVE | | | 0038 601-99105 2434.280 m | 27.68000 67380.87| 31.55000 76801.53| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 601-99123 10.000 EACH| 1800.00000 18000.00| 1940.00000 19400.00| GUARDRAIL TRANSITION, GP | | | 0040 602-06729 70.000 EACH| 6.00000 420.00| 7.20000 504.00| BARRIER DELINEATOR | | | 0041 603-01891 20.000 EACH| 300.00000 6000.00| 400.00000 8000.00| FENCE GATE, CHAIN LINK, SECURITY, 1820 | | | mm X 3.7 m | | | 0042 603-06040 300.000 m | 44.00000 13200.00| 45.00000 13500.00| FENCE, FARM FIELD, 1190 mm | | | 0043 603-06045 683.000 m | 36.00000 24588.00| 80.00000 54640.00| FENCE, CHAIN LINK, 1220 mm | | | 0044 603-98339 125.000 m | 25.00000 3125.00| 9.25000 1156.25| FENCE, CHAIN LINK, 1820 mm, TEMPORARY | | | 0045 616-02320 9308.200 m2 | 2.00000 18616.40| 2.00000 18616.40| GEOTEXTILES | | | 0046 616-06405 7191.200 Mg | 18.00000 129441.60| 25.00000 179780.00| RIPRAP, REVETMENT | | | 0047 619-04414 20.000 EACH| 150.00000 3000.00| 75.00000 1500.00| DRAIN EXTENSION | | | 0048 619-51859 LUMP| 10250.00000 10250.00| 16500.00000 16500.00| PAINT STEEL BRIDGE , STR NO 1 | | | 0049 619-51859 LUMP| 10250.00000 10250.00| 16500.00000 16500.00| PAINT STEEL BRIDGE , STR NO 2 | | | 0050 619-51859 LUMP| 10250.00000 10250.00| 16500.00000 16500.00| PAINT STEEL BRIDGE , STR NO 3 | | | 0051 619-51859 LUMP| 10250.00000 10250.00| 16500.00000 16500.00| PAINT STEEL BRIDGE , STR NO 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 410 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,762,926.70 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 410 CONTRACT ID : BT-23536-A COUNTIES : STEUBEN LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1128289 | |MCCOY, R.L., INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 619-51859 LUMP| 10250.00000 10250.00| 20000.00000 20000.00| PAINT STEEL BRIDGE , STR NO 5 | | | 0053 619-61000 LUMP| 10250.00000 10250.00| 30000.00000 30000.00| CLEAN STEEL BRIDGE , STR NO 1 | | | 0054 619-61000 LUMP| 10250.00000 10250.00| 30000.00000 30000.00| CLEAN STEEL BRIDGE , STR NO 2 | | | 0055 619-61000 LUMP| 10250.00000 10250.00| 30000.00000 30000.00| CLEAN STEEL BRIDGE , STR NO 3 | | | 0056 619-61000 LUMP| 10250.00000 10250.00| 30000.00000 30000.00| CLEAN STEEL BRIDGE , STR NO 4 | | | 0057 619-61000 LUMP| 10250.00000 10250.00| 40000.00000 40000.00| CLEAN STEEL BRIDGE , STR NO 5 | | | 0058 619-93423 LUMP| 1500.00000 1500.00| 3500.00000 3500.00| POLLUTION CONTROL , STR NO 1 | | | 0059 619-93423 LUMP| 1500.00000 1500.00| 3500.00000 3500.00| POLLUTION CONTROL , STR NO 2 | | | 0060 619-93423 LUMP| 1500.00000 1500.00| 3500.00000 3500.00| POLLUTION CONTROL , STR NO 3 | | | 0061 619-93423 LUMP| 1500.00000 1500.00| 3500.00000 3500.00| POLLUTION CONTROL , STR NO 4 | | | 0062 619-93423 LUMP| 1500.00000 1500.00| 3500.00000 3500.00| POLLUTION CONTROL , STR NO 5 | | | 0063 702-51110 1742.000 kg | 6.00000 10452.00| 5.50000 9581.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0064 702-51863 324.000 EACH| 8.00000 2592.00| 10.00000 3240.00| FIELD DRILLED HOLE IN CONCRETE | | | 0065 702-90915 49.500 m3 | 450.00000 22275.00| 825.00000 40837.50| CONCRETE, A | | | 0066 702-93722 822.300 m3 | 450.00000 370035.00| 550.00000 452265.00| CONCRETE, C | | | 0067 703-96177 129049.000 kg | 1.25000 161311.25| 1.45000 187121.05| REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0068 706-05734 20.000 EACH| 1000.00000 20000.00| 1000.00000 20000.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0069 706-51020 206.600 m3 | 332.50000 68694.50| 500.00000 103300.00| CONCRETE, C, RAILING | | | 0070 708-51813 30.000 m2 | 750.00000 22500.00| 550.00000 16500.00| PNEUMATICALLY PLACED MORTAR | | | 0071 708-51814 30.000 m2 | 25.00000 750.00| 12.00000 360.00| WELDED STEEL WIRE FABRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 410 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,762,926.70 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 410 CONTRACT ID : BT-23536-A COUNTIES : STEUBEN LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1128289 | |MCCOY, R.L., INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 709-51821 LUMP| 2000.00000 2000.00| 11000.00000 11000.00| SURFACE SEAL , STR NO 1 | | | 0073 709-51821 LUMP| 2000.00000 2000.00| 11000.00000 11000.00| SURFACE SEAL , STR NO 2 | | | 0074 709-51821 LUMP| 2000.00000 2000.00| 11000.00000 11000.00| SURFACE SEAL , STR NO 3 | | | 0075 709-51821 LUMP| 2000.00000 2000.00| 11000.00000 11000.00| SURFACE SEAL , STR NO 4 | | | 0076 709-51821 LUMP| 2000.00000 2000.00| 12500.00000 12500.00| SURFACE SEAL , STR NO 5 | | | 0077 711-51035 1420.000 kg | 2.50000 3550.00| 3.00000 4260.00| STRUCTURAL STEEL | | | 0078 711-51877 LUMP| 10000.00000 10000.00| 40000.00000 40000.00| JACKING AND SUPPORTING BEAMS , STR NO 1 | | | 0079 711-51877 LUMP| 10000.00000 10000.00| 40000.00000 40000.00| JACKING AND SUPPORTING BEAMS , STR NO 2 | | | 0080 711-51877 LUMP| 10000.00000 10000.00| 40000.00000 40000.00| JACKING AND SUPPORTING BEAMS , STR NO 3 | | | 0081 711-51877 LUMP| 10000.00000 10000.00| 40000.00000 40000.00| JACKING AND SUPPORTING BEAMS , STR NO 4 | | | 0082 711-51877 LUMP| 10000.00000 10000.00| 40000.00000 40000.00| JACKING AND SUPPORTING BEAMS , STR NO 5 | | | 0083 711-90274 5560.000 EACH| 2.75000 15290.00| 2.00000 11120.00| WELDED STUD, 19 mm x 100 mm | | | 0084 711-90275 1004.000 EACH| 3.50000 3514.00| 2.50000 2510.00| WELDED STUD, 19 mm x 150 mm | | | 0085 715-01662 233.000 m | 17.00000 3961.00| 45.00000 10485.00| PIPE CLEANING, 300mm TO 1200mm DIA | | | 0086 715-91361 20.000 m | 15.00000 300.00| 110.00000 2200.00| PIPE, PVC, 150 mm | | | 0087 715-99178 20.000 m | 120.00000 2400.00| 150.00000 3000.00| PIPE, REINFORCED CONCRETE, 600 mm | | | 0088 724-51925 228.400 m | 300.00000 68520.00| 400.00000 91360.00| STRUCTURAL EXPANSION JOINT, SS | | | 0089 726-93267 40.000 EACH| 500.00000 20000.00| 725.00000 29000.00| BEARING ASSEMBLY, A | | | 0090 726-93268 50.000 EACH| 600.00000 30000.00| 850.00000 42500.00| BEARING ASSEMBLY, B | | | 0091 726-93269 10.000 EACH| 450.00000 4500.00| 725.00000 7250.00| BEARING ASSEMBLY, C | | | 0092 726-96576 50.000 EACH| 700.00000 35000.00| 725.00000 36250.00| BEARING ASSEMBLY, FIXED TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/21/99 PAGE : 410 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,762,926.70 ROUTE : I-80/90 (TOLL ROAD) CALL ORDER : 410 CONTRACT ID : BT-23536-A COUNTIES : STEUBEN LETTING DATE : 06/15/99 10:00 AM DISTRICT : TOLL ROAD DIVISION SET-ASIDE : ==================================================================================================================================== |(1) 35-1057237 |(2) 35-1128289 | |MCCOY, R.L., INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 726-96576 25.000 EACH| 1200.00000 30000.00| 1950.00000 48750.00| BEARING ASSEMBLY, FIXED TYPE B | | | 0094 728-98377 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| MASONRY COATING , STR NO 1 | | | 0095 728-98377 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| MASONRY COATING , STR NO 2 | | | 0096 728-98377 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| MASONRY COATING , STR NO 3 | | | 0097 728-98377 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| MASONRY COATING , STR NO 4 | | | 0098 728-98377 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| MASONRY COATING , STR NO 5 | | | 0099 730-04844 2.000 EACH| 2000.00000 4000.00| 1500.00000 3000.00| GRATED BOX END SECTION, RESET | | | 0100 801-01093 20.000 EACH| 1780.00000 35600.00| 1900.00000 38000.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0101 801-04627 125.000 DAY | 350.00000 43750.00| 325.00000 40625.00| WATCHMAN | | | 0102 801-06606 62.000 EACH| 111.25000 6897.50| 130.00000 8060.00| BARRICADE, IIIB | | | 0103 801-06640 145.000 EACH| 63.00000 9135.00| 75.00000 10875.00| CONSTRUCTION SIGN, A | | | 0104 801-06645 176.000 EACH| 44.50000 7832.00| 50.00000 8800.00| CONSTRUCTION SIGN, B | | | 0105 801-06710 530.000 DAY | 10.00000 5300.00| 25.00000 13250.00| FLASHING ARROW SIGN | | | 0106 801-06775 LUMP| 82000.00000 82000.00| 143821.00000 143821.00| MAINTAINING TRAFFIC | | | 0107 804-76305 8.000 EACH| 30.00000 240.00| 18.00000 144.00| DELINEATOR WITH POST, D1, WHITE, 75 mm | | | DIA. | | | 0108 808-75007 1275.000 m | 0.65000 828.75| 0.70000 892.50| LINE, PAINT, SOLID, WHITE, 150 mm | | | 0109 808-75047 1275.000 m | 0.65000 828.75| 0.70000 892.50| LINE, PAINT, SOLID, YELLOW, 150 mm | | | SECTION TOTALS | $ 2,773,872.08| $ 3,391,298.21| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,773,872.08| $ 3,391,298.21| ====================================================================================================================================