INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 101 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 811,258.13 ROUTE : CALL ORDER : 101 CONTRACT ID : R -24433-B COUNTIES : ST. JOSEPH LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : BIKE119 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 818,171.01 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 830,000.00 101.4457% 3 35-1120685 WALSH & KELLY, INC. $ 859,958.60 105.1074% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 878,334.19 107.3533% ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1120685 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN TRAIL | | | 0001 105-01925 6.000 MOS | 1400.00000 8400.00| 500.00000 3000.00| 1200.00000 7200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9800.00000 9800.00| 12456.79000 12456.79| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40960.00000 40960.00| 41184.43000 41184.43| 42550.00000 42550.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 28795.00000 28795.00| 9495.00000 9495.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 1160.000 m | 13.45000 15602.00| 15.36000 17817.60| 20.00000 23200.00 CURB, CONCRETE, REMOVE | | | 0006 202-51328 LUMP| 12240.00000 12240.00| 27194.72000 27194.72| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO 1 | | | 0007 202-52710 2385.000 m2 | 3.75000 8943.75| 12.13000 28930.05| 5.00000 11925.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-91385 1.000 EACH| 400.00000 400.00| 224.67000 224.67| 600.00000 600.00 INLET, REMOVE | | | 0009 202-93047 1.000 EACH| 545.00000 545.00| 224.67000 224.67| 600.00000 600.00 MANHOLE, REMOVE | | | 0010 203-02000 390.000 m3 | 16.00000 6240.00| 29.83000 11633.70| 24.00000 9360.00 EXCAVATION, COMMON | | | 0011 203-02080 0.450 km | 40078.00000 18035.10| 39234.96000 17655.73| 18000.00000 8100.00 LINEAR GRADING | | | 0012 205-02224 480.000 m | 3.20000 1536.00| 5.28000 2534.40| 5.28000 2534.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 206-51230 4.000 m3 | 24.20000 96.80| 183.16000 732.64| 100.00000 400.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 101 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 811,258.13 ROUTE : CALL ORDER : 101 CONTRACT ID : R -24433-B COUNTIES : ST. JOSEPH LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1120685 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 210-03827 2.000 EACH| 4065.00000 8130.00| 4112.22200 8224.44| 3070.00000 6140.00 FOUNTAIN, DRINKING | | | 0015 211-02060 4.000 m3 | 97.00000 388.00| 168.14000 672.56| 80.00000 320.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 590.000 Mg | 13.90000 8201.00| 21.17000 12490.30| 22.00000 12980.00 COMPACTED AGGREGATE, O, 53 | | | 0017 305-05204 13.000 Mg | 105.00000 1365.00| 77.00000 1001.00| 70.00000 910.00 HMA FOR PATCHING | | | 0018 402-05474 18.000 Mg | 45.00000 810.00| 77.00000 1386.00| 70.00000 1260.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 3.000 Mg | 73.00000 219.00| 165.00000 495.00| 150.00000 450.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05487 273.000 Mg | 45.00000 12285.00| 43.00000 11739.00| 39.00000 10647.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0021 402-05490 124.000 Mg | 73.00000 9052.00| 48.00000 5952.00| 44.00000 5456.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0022 404-05510 2500.000 m2 | 0.90000 2250.00| 2.00000 5000.00| 1.00000 2500.00 SEAL COAT, 1 | | | 0023 601-06234 2.000 EACH| 19260.00000 38520.00| 22639.68000 45279.36| 18225.00000 36450.00 IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0024 601-95871 75.000 m | 193.67000 14525.25| 119.68000 8976.00| 150.00000 11250.00 HANDRAIL DECORATIVE, 1050 MM | | | 0025 603-01984 5.000 EACH| 2240.00000 11200.00| 3975.00000 19875.00| 3975.00000 19875.00 BICYCLE GATE | | | 0026 604-06069 83.000 m2 | 42.47000 3525.01| 35.75000 2967.25| 42.00000 3486.00 CURB RAMP, CONCRETE | | | 0027 604-44251 16.000 m3 | 1125.00000 18000.00| 1222.03000 19552.48| 1400.00000 22400.00 STEPS, CONCRETE | | | 0028 604-90256 18.100 m2 | 52.55000 951.16| 31.29000 566.35| 60.00000 1086.00 SIDEWALK, CONCRETE, 150 mm | | | 0029 604-91531 2385.000 m2 | 34.07000 81256.95| 29.92000 71359.20| 26.00000 62010.00 SIDEWALK, CONCRETE, 100 mm | | | 0030 605-06120 1160.000 m | 34.25000 39730.00| 50.36000 58417.60| 34.00000 39440.00 CURB, CONCRETE | | | 0031 611-03671 6.000 EACH| 595.00000 3570.00| 597.64000 3585.84| 570.88000 3425.28 TRASH RECEPTACLE | | | 0032 611-05330 83.100 m2 | 42.85000 3560.84| 35.75000 2970.83| 50.00000 4155.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0033 616-02320 30.000 m2 | 3.45000 103.50| 3.85000 115.50| 3.00000 90.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 101 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 811,258.13 ROUTE : CALL ORDER : 101 CONTRACT ID : R -24433-B COUNTIES : ST. JOSEPH LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1120685 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-06405 60.000 Mg | 23.95000 1437.00| 54.99000 3299.40| 22.00000 1320.00 RIPRAP, REVETMENT | | | 0035 619-05926 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0036 619-05926 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0037 619-95457 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 9000.00000 9000.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 1 | | | 0038 619-95457 LUMP| 26473.67000 26473.67| 28000.00000 28000.00| 28000.00000 28000.00 CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 2 | | | 0039 621-06574 1500.000 m2 | 4.44000 6660.00| 4.44000 6660.00| 4.44000 6660.00 SODDING | | | 0040 621-92968 2.000 kg | 563.00000 1126.00| 1157.00000 2314.00| 1157.00000 2314.00 SEED MIXTURE, WILD FLOWER | | | 0041 622-05748 180.000 m | 567.00000 102060.00| 356.59000 64186.20| 508.00000 91440.00 TIMBER , BOARDWALK | | | 0042 702-90915 3.100 m3 | 890.00000 2759.00| 1153.69000 3576.44| 725.00000 2247.50 CONCRETE, A | | | 0043 702-94139 25.000 m3 | 990.00000 24750.00| 1250.62000 31265.50| 800.00000 20000.00 CONCRETE, A, ABOVE FOOTINGS | | | 0044 703-51032 278.800 kg | 2.25000 627.30| 3.95000 1101.26| 2.64000 736.03 REINFORCING STEEL, EPOXY COATED | | | 0045 708-51813 100.000 m2 | 200.00000 20000.00| 225.00000 22500.00| 650.00000 65000.00 PNEUMATICALLY PLACED MORTAR | | | 0046 708-51814 250.000 m2 | 25.00000 6250.00| 10.98000 2745.00| 20.00000 5000.00 WELDED STEEL WIRE FABRIC | | | 0047 709-51821 LUMP| 1000.00000 1000.00| 852.00000 852.00| 2000.00000 2000.00 SURFACE SEAL , STR. NO. 1 | | | 0048 709-51821 LUMP| 5900.00000 5900.00| 5884.00000 5884.00| 8600.00000 8600.00 SURFACE SEAL , STR. NO. 2 | | | 0049 710-51870 20.000 m2 | 432.50000 8650.00| 225.00000 4500.00| 650.00000 13000.00 REPOINTING MASONRY IN STRUCTURES | | | 0050 711-51035 50.000 kg | 12.50000 625.00| 38.51000 1925.50| 15.00000 750.00 STRUCTURAL STEEL | | | 0051 711-95290 5.000 m | 80.00000 400.00| 429.76000 2148.80| 300.00000 1500.00 FIELD WELDING | | | 0052 712-03017 2.000 EACH| 580.00000 1160.00| 703.70000 1407.40| 800.00000 1600.00 PARK BENCH | | | 0053 712-03812 2.000 EACH| 950.00000 1900.00| 623.36000 1246.72| 700.00000 1400.00 BENCH , CONCRETE, DECORATIVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 101 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 811,258.13 ROUTE : CALL ORDER : 101 CONTRACT ID : R -24433-B COUNTIES : ST. JOSEPH LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1120685 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 712-04835 7.000 EACH| 950.00000 6650.00| 950.00000 6650.00| 950.00000 6650.00 BOARDWALK , LIGHT | | | 0055 715-05053 3.000 m | 55.00000 165.00| 25.75000 77.25| 30.00000 90.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0056 715-05217 4.800 m | 65.00000 312.00| 88.08000 422.78| 56.00000 268.80 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0057 715-05428 12.200 m | 168.50000 2055.70| 152.80000 1864.16| 100.00000 1220.00 PIPE, SLOTTED VANE DRAIN, 300 mm | | | 0058 720-01894 4.000 EACH| 425.00000 1700.00| 434.73000 1738.92| 400.00000 1600.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0059 720-44000 8.000 EACH| 205.00000 1640.00| 187.98000 1503.84| 350.00000 2800.00 CASTING, ADJUST TO GRADE | | | 0060 720-45015 1.000 EACH| 1420.00000 1420.00| 725.82000 725.82| 1600.00000 1600.00 INLET, A8 | | | 0061 720-45605 1.000 m | 625.00000 625.00| 767.76000 767.76| 500.00000 500.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0062 720-90845 1.000 EACH| 2460.00000 2460.00| 1096.62000 1096.62| 2600.00000 2600.00 MANHOLE, A8 | | | 0063 728-98377 LUMP| 2900.00000 2900.00| 1757.25000 1757.25| 3500.00000 3500.00 MASONRY COATING , STR. NO. 1 | | | 0064 728-98377 LUMP| 13800.00000 13800.00| 12135.75000 12135.75| 15500.00000 15500.00 MASONRY COATING , STR. NO.2 | | | 0065 732-05923 35.000 m | 68.00000 2380.00| 17.85000 624.75| 30.00000 1050.00 WATER SERVICE LINE, 25 mm | | | 0066 801-06605 2.000 EACH| 98.00000 196.00| 98.00000 196.00| 98.00000 196.00 BARRICADE, IIIA | | | 0067 801-06640 8.000 EACH| 120.00000 960.00| 120.00000 960.00| 120.00000 960.00 CONSTRUCTION SIGN, A | | | 0068 801-06775 LUMP| 17252.39000 17252.39| 28865.26000 28865.26| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0069 802-94715 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 SIGNS, SHEET, REMOVE AND RESET | | | 0070 805-86843 4200.000 m | 1.80000 7560.00| 1.80000 7560.00| 1.80000 7560.00 WIRE, NO. 4 COPPER, 1C | | | 0071 805-91703 1285.000 m | 22.90000 29426.50| 22.90000 29426.50| 22.90000 29426.50 CONDUIT, STEEL, GALVANIZED, 40 mm | | | 0072 807-04652 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1800.00000 1800.00 SERVICE POINT | | | 0073 807-04653 68.000 EACH| 310.00000 21080.00| 310.00000 21080.00| 310.00000 21080.00 LIGHTING FOUNDATION | | | 0074 807-04962 61.000 EACH| 695.00000 42395.00| 695.00000 42395.00| 695.00000 42395.00 LIGHT , BOLLARD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 101 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 811,258.13 ROUTE : CALL ORDER : 101 CONTRACT ID : R -24433-B COUNTIES : ST. JOSEPH LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1582109 |(3) 35-1120685 |NORTHERN INDIANA CONSTRUCTIO|KANKAKEE VALLEY CONSTRUCTION|WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 807-04962 4.000 EACH| 890.00000 3560.00| 890.00000 3560.00| 890.00000 3560.00 LIGHT , TUNNEL | | | 0076 808-06706 80.000 m | 12.50000 1000.00| 12.50000 1000.00| 12.50000 1000.00 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0077 202-51328 LUMP| 4315.00000 4315.00| 1141.22000 1141.22| 3500.00000 3500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0078 621-01004 1.000 EACH| 650.00000 650.00| 650.00000 650.00| 1300.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 621-04258 13.000 kg | 96.00000 1248.00| 96.00000 1248.00| 192.00000 2496.00 SEED MIXTURE | | | 0080 621-06545 0.070 Mg | 1987.00000 139.09| 1987.00000 139.09| 1987.00000 139.09 FERTILIZER | | | 0081 621-06570 370.000 m3 | 39.10000 14467.00| 22.41000 8291.70| 40.00000 14800.00 TOP SOIL | | | SECTION TOTALS | $ 818,171.01| $ 830,000.00| $ 859,958.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 818,171.01| $ 830,000.00| $ 859,958.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 101 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 811,258.13 ROUTE : CALL ORDER : 101 CONTRACT ID : R -24433-B COUNTIES : ST. JOSEPH LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN TRAIL | | | 0001 105-01925 6.000 MOS | 1700.00000 10200.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 18000.00000 18000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02278 1160.000 m | 13.25000 15370.00| | CURB, CONCRETE, REMOVE | | | 0006 202-51328 LUMP| 29000.00000 29000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO 1 | | | 0007 202-52710 2385.000 m2 | 8.00000 19080.00| | SIDEWALK, CONCRETE, REMOVE | | | 0008 202-91385 1.000 EACH| 375.00000 375.00| | INLET, REMOVE | | | 0009 202-93047 1.000 EACH| 725.00000 725.00| | MANHOLE, REMOVE | | | 0010 203-02000 390.000 m3 | 32.50000 12675.00| | EXCAVATION, COMMON | | | 0011 203-02080 0.450 km | 30350.00000 13657.50| | LINEAR GRADING | | | 0012 205-02224 480.000 m | 5.28000 2534.40| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 206-51230 4.000 m3 | 275.00000 1100.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 210-03827 2.000 EACH| 4800.00000 9600.00| | FOUNTAIN, DRINKING | | | 0015 211-02060 4.000 m3 | 375.00000 1500.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 590.000 Mg | 26.00000 15340.00| | COMPACTED AGGREGATE, O, 53 | | | 0017 305-05204 13.000 Mg | 105.00000 1365.00| | HMA FOR PATCHING | | | 0018 402-05474 18.000 Mg | 45.00000 810.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 3.000 Mg | 73.00000 219.00| | HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 101 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 811,258.13 ROUTE : CALL ORDER : 101 CONTRACT ID : R -24433-B COUNTIES : ST. JOSEPH LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05487 273.000 Mg | 45.00000 12285.00| | HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0021 402-05490 124.000 Mg | 73.00000 9052.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0022 404-05510 2500.000 m2 | 0.90000 2250.00| | SEAL COAT, 1 | | | 0023 601-06234 2.000 EACH| 18225.00000 36450.00| | IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0024 601-95871 75.000 m | 275.00000 20625.00| | HANDRAIL DECORATIVE, 1050 MM | | | 0025 603-01984 5.000 EACH| 3975.00000 19875.00| | BICYCLE GATE | | | 0026 604-06069 83.000 m2 | 61.00000 5063.00| | CURB RAMP, CONCRETE | | | 0027 604-44251 16.000 m3 | 1000.00000 16000.00| | STEPS, CONCRETE | | | 0028 604-90256 18.100 m2 | 138.00000 2497.80| | SIDEWALK, CONCRETE, 150 mm | | | 0029 604-91531 2385.000 m2 | 35.00000 83475.00| | SIDEWALK, CONCRETE, 100 mm | | | 0030 605-06120 1160.000 m | 25.00000 29000.00| | CURB, CONCRETE | | | 0031 611-03671 6.000 EACH| 775.00000 4650.00| | TRASH RECEPTACLE | | | 0032 611-05330 83.100 m2 | 61.00000 5069.10| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0033 616-02320 30.000 m2 | 13.00000 390.00| | GEOTEXTILES | | | 0034 616-06405 60.000 Mg | 60.00000 3600.00| | RIPRAP, REVETMENT | | | 0035 619-05926 LUMP| 2000.00000 2000.00| | ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0036 619-05926 LUMP| 4000.00000 4000.00| | ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0037 619-95457 LUMP| 8000.00000 8000.00| | CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 1 | | | 0038 619-95457 LUMP| 27000.00000 27000.00| | CLEAN AND PAINT STRUCTURAL STEEL , STR. | | | NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 101 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 811,258.13 ROUTE : CALL ORDER : 101 CONTRACT ID : R -24433-B COUNTIES : ST. JOSEPH LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06574 1500.000 m2 | 4.44000 6660.00| | SODDING | | | 0040 621-92968 2.000 kg | 1157.00000 2314.00| | SEED MIXTURE, WILD FLOWER | | | 0041 622-05748 180.000 m | 550.00000 99000.00| | TIMBER , BOARDWALK | | | 0042 702-90915 3.100 m3 | 2000.00000 6200.00| | CONCRETE, A | | | 0043 702-94139 25.000 m3 | 1250.00000 31250.00| | CONCRETE, A, ABOVE FOOTINGS | | | 0044 703-51032 278.800 kg | 3.50000 975.80| | REINFORCING STEEL, EPOXY COATED | | | 0045 708-51813 100.000 m2 | 470.00000 47000.00| | PNEUMATICALLY PLACED MORTAR | | | 0046 708-51814 250.000 m2 | 22.00000 5500.00| | WELDED STEEL WIRE FABRIC | | | 0047 709-51821 LUMP| 1940.00000 1940.00| | SURFACE SEAL , STR. NO. 1 | | | 0048 709-51821 LUMP| 8550.00000 8550.00| | SURFACE SEAL , STR. NO. 2 | | | 0049 710-51870 20.000 m2 | 400.00000 8000.00| | REPOINTING MASONRY IN STRUCTURES | | | 0050 711-51035 50.000 kg | 40.00000 2000.00| | STRUCTURAL STEEL | | | 0051 711-95290 5.000 m | 225.00000 1125.00| | FIELD WELDING | | | 0052 712-03017 2.000 EACH| 1100.00000 2200.00| | PARK BENCH | | | 0053 712-03812 2.000 EACH| 825.00000 1650.00| | BENCH , CONCRETE, DECORATIVE | | | 0054 712-04835 7.000 EACH| 950.00000 6650.00| | BOARDWALK , LIGHT | | | 0055 715-05053 3.000 m | 140.00000 420.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0056 715-05217 4.800 m | 200.00000 960.00| | PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0057 715-05428 12.200 m | 260.00000 3172.00| | PIPE, SLOTTED VANE DRAIN, 300 mm | | | 0058 720-01894 4.000 EACH| 620.00000 2480.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0059 720-44000 8.000 EACH| 150.00000 1200.00| | CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 101 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 811,258.13 ROUTE : CALL ORDER : 101 CONTRACT ID : R -24433-B COUNTIES : ST. JOSEPH LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 720-45015 1.000 EACH| 1100.00000 1100.00| | INLET, A8 | | | 0061 720-45605 1.000 m | 1300.00000 1300.00| | MANHOLE, RECONSTRUCT STRUCTURE | | | 0062 720-90845 1.000 EACH| 1700.00000 1700.00| | MANHOLE, A8 | | | 0063 728-98377 LUMP| 3440.00000 3440.00| | MASONRY COATING , STR. NO. 1 | | | 0064 728-98377 LUMP| 15200.00000 15200.00| | MASONRY COATING , STR. NO.2 | | | 0065 732-05923 35.000 m | 90.00000 3150.00| | WATER SERVICE LINE, 25 mm | | | 0066 801-06605 2.000 EACH| 98.00000 196.00| | BARRICADE, IIIA | | | 0067 801-06640 8.000 EACH| 120.00000 960.00| | CONSTRUCTION SIGN, A | | | 0068 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0069 802-94715 LUMP| 1000.00000 1000.00| | SIGNS, SHEET, REMOVE AND RESET | | | 0070 805-86843 4200.000 m | 1.80000 7560.00| | WIRE, NO. 4 COPPER, 1C | | | 0071 805-91703 1285.000 m | 22.90000 29426.50| | CONDUIT, STEEL, GALVANIZED, 40 mm | | | 0072 807-04652 1.000 EACH| 1800.00000 1800.00| | SERVICE POINT | | | 0073 807-04653 68.000 EACH| 310.00000 21080.00| | LIGHTING FOUNDATION | | | 0074 807-04962 61.000 EACH| 695.00000 42395.00| | LIGHT , BOLLARD | | | 0075 807-04962 4.000 EACH| 890.00000 3560.00| | LIGHT , TUNNEL | | | 0076 808-06706 80.000 m | 12.50000 1000.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0077 202-51328 LUMP| 10000.00000 10000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0078 621-01004 1.000 EACH| 650.00000 650.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 101 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 811,258.13 ROUTE : CALL ORDER : 101 CONTRACT ID : R -24433-B COUNTIES : ST. JOSEPH LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 621-04258 13.000 kg | 96.00000 1248.00| | SEED MIXTURE | | | 0080 621-06545 0.070 Mg | 1987.00000 139.09| | FERTILIZER | | | 0081 621-06570 370.000 m3 | 5.00000 1850.00| | TOP SOIL | | | SECTION TOTALS | $ 878,334.19| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 878,334.19| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,374,772.99 ROUTE : US 150 CALL ORDER : 111 CONTRACT ID : R -24569-A COUNTIES : FLOYD LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0303028 0303028 0303028 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 2,265,247.22 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,427,744.00 107.1734% 3 35-1134435 FOERTSCH CONSTRUCTION $ 2,628,030.67 116.0151% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 35-1134435 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-01925 10.000 MOS | 1250.00000 12500.00| 1135.00000 11350.00| 1150.00000 11500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 50000.00000 50000.00| 42000.00000 42000.00| 55000.00000 55000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 113453.00000 113453.00| 119100.00000 119100.00| 115000.00000 115000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 34000.00000 34000.00| 36000.00000 36000.00| 60000.00000 60000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 2552.000 m2 | 6.74000 17200.48| 5.50000 14036.00| 8.50000 21692.00 PAVEMENT, REMOVE | | | 0006 202-02241 478.000 m | 6.63000 3169.14| 6.50000 3107.00| 6.83000 3264.74 GUARDRAIL, REMOVE | | | 0007 202-03000 LUMP| 789.00000 789.00| 10800.00000 10800.00| 2500.00000 2500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 17 | | | 0008 202-51330 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| 31000.00000 31000.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-60821 202.000 m2 | 10.50000 2121.00| 13.00000 2626.00| 8.85000 1787.70 SURFACE MILLING, BITUMINOUS | | | 0010 203-02045 149.000 m3 | 18.00000 2682.00| 5.50000 819.50| 9.00000 1341.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0011 203-02055 43176.000 m3 | 7.20000 310867.20| 11.00000 474936.00| 13.75000 593670.00 EMBANKMENT | | | 0012 203-02235 720.000 m2 | 1.20000 864.00| 4.00000 2880.00| 3.50000 2520.00 BREAKING PAVEMENT | | | 0013 203-51223 406.000 m3 | 13.00000 5278.00| 34.00000 13804.00| 7.50000 3045.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,374,772.99 ROUTE : US 150 CALL ORDER : 111 CONTRACT ID : R -24569-A COUNTIES : FLOYD LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 35-1134435 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02224 195.000 m | 7.00000 1365.00| 6.45000 1257.75| 7.00000 1365.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02226 40.000 m | 16.00000 640.00| 14.25000 570.00| 17.00000 680.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0016 205-02227 877.000 m | 6.00000 5262.00| 8.00000 7016.00| 13.75000 12058.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0017 205-02228 70.000 m | 22.00000 1540.00| 55.00000 3850.00| 35.00000 2450.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0018 205-02229 322.000 m | 14.00000 4508.00| 12.25000 3944.50| 10.00000 3220.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0019 205-02232 367.000 m3 | 25.00000 9175.00| 21.20000 7780.40| 20.00000 7340.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0020 206-51215 122.000 m3 | 80.00000 9760.00| 41.00000 5002.00| 115.00000 14030.00 EXCAVATION, X | | | 0021 211-02050 874.000 m3 | 38.00000 33212.00| 22.00000 19228.00| 18.00000 15732.00 B BORROW | | | 0022 211-02060 1481.000 m3 | 34.00000 50354.00| 22.00000 32582.00| 24.50000 36284.50 B BORROW FOR STRUCTURE BACKFILL | | | 0023 303-52308 7729.000 Mg | 18.00000 139122.00| 12.20000 94293.80| 14.50000 112070.50 COMPACTED AGGREGATE, O, 53 | | | 0024 401-05437 5845.000 Mg | 34.00000 198730.00| 32.00000 187040.00| 33.60000 196392.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0025 401-05455 4543.000 Mg | 37.00000 168091.00| 36.00000 163548.00| 36.75000 166955.25 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0026 401-05456 1047.000 Mg | 56.00000 58632.00| 50.00000 52350.00| 55.65000 58265.55 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0027 401-06264 LUMP| 2500.00000 2500.00| 2700.00000 2700.00| 2520.00000 2520.00 PROFILOGRAPH, HMA | | | 0028 402-05470 670.000 Mg | 38.00000 25460.00| 31.00000 20770.00| 36.75000 24622.50 HMA BASE C25.0 mm, MAINLINE | | | 0029 402-05481 1289.000 Mg | 44.00000 56716.00| 34.00000 43826.00| 43.05000 55491.45 HMA BASE 25.0 mm, SHOULDER | | | 0030 405-05517 14.980 Mg | 310.00000 4643.80| 320.00000 4793.60| 315.00000 4718.70 ASPHALT FOR PRIME COAT | | | 0031 406-05520 10.200 Mg | 220.00000 2244.00| 200.00000 2040.00| 210.00000 2142.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,374,772.99 ROUTE : US 150 CALL ORDER : 111 CONTRACT ID : R -24569-A COUNTIES : FLOYD LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 35-1134435 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-02206 114.300 m | 27.00000 3086.10| 25.64000 2930.65| 27.00000 3086.10 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0033 601-02634 2.000 EACH| 640.00000 1280.00| 600.00000 1200.00| 630.00000 1260.00 TEMPORARY GUARDRAIL END TREATMENT, I | | | 0034 601-04746 2.000 EACH| 7000.00000 14000.00| 4900.00000 9800.00| 5200.00000 10400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0035 601-91921 8.000 EACH| 86.00000 688.00| 82.00000 656.00| 90.00000 720.00 GUARDRAIL POST ANCHOR | | | 0036 601-94689 3.000 EACH| 3000.00000 9000.00| 2795.00000 8385.00| 3100.00000 9300.00 GUARDRAIL END TREATMENT, OS | | | 0037 601-99105 89.500 m | 50.00000 4475.00| 47.59000 4259.31| 50.00000 4475.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 602-06646 80.000 m | 70.00000 5600.00| 80.00000 6400.00| 100.00000 8000.00 TEMPORARY CONCRETE BARRIER | | | 0039 605-04742 LUMP| 2100.00000 2100.00| 5000.00000 5000.00| 2500.00000 2500.00 WALL , RETAINING, REMOVE | | | 0040 607-06370 1288.000 m | 95.00000 122360.00| 133.00000 171304.00| 128.00000 164864.00 PAVED SIDE DITCH, H | | | 0041 610-05527 599.000 Mg | 67.00000 40133.00| 46.00000 27554.00| 67.20000 40252.80 HMA FOR APPROACHES | | | 0042 611-06497 11.000 EACH| 120.00000 1320.00| 115.00000 1265.00| 120.75000 1328.25 MAILBOX ASSEMBLY, SINGLE | | | 0043 611-06498 1.000 EACH| 140.00000 140.00| 135.00000 135.00| 142.00000 142.00 MAILBOX ASSEMBLY, DOUBLE | | | 0044 615-06490 60.000 EACH| 90.00000 5400.00| 85.00000 5100.00| 89.25000 5355.00 RIGHT OF WAY MARKER | | | 0045 615-06505 4.000 EACH| 500.00000 2000.00| 490.00000 1960.00| 514.50000 2058.00 MONUMENT, B | | | 0046 615-06510 1.000 EACH| 400.00000 400.00| 390.00000 390.00| 409.50000 409.50 MONUMENT, C | | | 0047 615-06530 1.000 EACH| 900.00000 900.00| 850.00000 850.00| 892.50000 892.50 POST, BENCHMARK | | | 0048 616-02320 4740.000 m2 | 2.40000 11376.00| 1.30000 6162.00| 2.00000 9480.00 GEOTEXTILES | | | 0049 616-06405 2019.000 Mg | 20.00000 40380.00| 15.00000 30285.00| 19.00000 38361.00 RIPRAP, REVETMENT | | | 0050 616-06451 767.000 Mg | 22.00000 16874.00| 15.00000 11505.00| 20.50000 15723.50 RIPRAP, UNIFORM | | | 0051 621-01004 10.000 EACH| 320.00000 3200.00| 310.00000 3100.00| 325.50000 3255.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 111 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,374,772.99 ROUTE : US 150 CALL ORDER : 111 CONTRACT ID : R -24569-A COUNTIES : FLOYD LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 35-1134435 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 621-01371 11.000 kg | 10.50000 115.50| 10.90000 119.90| 11.45000 125.95 SEED MIXTURE, LEGUME, 2 | | | 0053 621-06545 4.000 Mg | 560.00000 2240.00| 540.00000 2160.00| 567.00000 2268.00 FERTILIZER | | | 0054 621-06548 23.000 kg | 50.00000 1150.00| 48.00000 1104.00| 50.40000 1159.20 SEED MIXTURE, CV | | | 0055 621-06553 660.000 kg | 9.00000 5940.00| 8.55000 5643.00| 9.00000 5940.00 SEED MIXTURE, R | | | 0056 621-06565 16.000 Mg | 450.00000 7200.00| 425.00000 6800.00| 446.25000 7140.00 MULCHING MATERIAL | | | 0057 621-06567 167.000 kL | 1.00000 167.00| 1.00000 167.00| 1.00000 167.00 WATER | | | 0058 621-06575 8341.000 m2 | 3.80000 31695.80| 3.55000 29610.55| 4.00000 33364.00 SODDING, NURSERY | | | 0059 622-52436 4.000 EACH| 30.00000 120.00| 28.00000 112.00| 29.40000 117.60 SIGN, DO NOT MOW OR SPRAY | | | 0060 622-91786 200.000 EACH| 9.00000 1800.00| 8.55000 1710.00| 9.00000 1800.00 SEEDLING | | | 0061 702-51015 89.060 m3 | 350.00000 31171.00| 300.00000 26718.00| 400.00000 35624.00 CONCRETE, B, FOOTINGS | | | 0062 703-51030 5736.000 kg | 1.75000 10038.00| 1.20000 6883.20| 1.25000 7170.00 REINFORCING STEEL | | | 0063 714-02543 20.700 m | 5512.00000 114098.40| 8000.00000 165600.00| 4900.00000 101430.00 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 7200 mm X 2400 mm | | | 0064 714-26725 31.000 m | 2600.00000 80600.00| 2800.00000 86800.00| 2550.00000 79050.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm | | | 0065 715-02628 12.000 EACH| 300.00000 3600.00| 300.00000 3600.00| 325.00000 3900.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0066 715-02629 2.000 EACH| 500.00000 1000.00| 400.00000 800.00| 550.00000 1100.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0067 715-02630 8.000 EACH| 650.00000 5200.00| 600.00000 4800.00| 825.00000 6600.00 SAFETY METAL END SECTION, 6:1, 600 mm | | | 0068 715-03476 2.000 EACH| 750.00000 1500.00| 600.00000 1200.00| 850.00000 1700.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0069 715-05048 2401.000 m | 7.00000 16807.00| 10.00000 24010.00| 8.50000 20408.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0070 715-05053 126.000 m | 26.00000 3276.00| 35.00000 4410.00| 9.00000 1134.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0071 715-05129 78.000 m | 200.00000 15600.00| 500.00000 39000.00| 250.00000 19500.00 PIPE, TYPE 1, CIRCULAR, 1350 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 111 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,374,772.99 ROUTE : US 150 CALL ORDER : 111 CONTRACT ID : R -24569-A COUNTIES : FLOYD LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 35-1134435 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 715-05133 77.000 m | 220.00000 16940.00| 620.00000 47740.00| 285.00000 21945.00 PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0073 715-05152 4.000 m | 85.00000 340.00| 190.00000 760.00| 75.00000 300.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0074 715-05169 186.500 m | 90.00000 16785.00| 80.00000 14920.00| 66.00000 12309.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0075 715-05171 15.000 m | 95.00000 1425.00| 85.00000 1275.00| 75.00000 1125.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0076 715-05172 8.000 m | 100.00000 800.00| 90.00000 720.00| 80.00000 640.00 PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0077 715-05173 99.500 m | 145.00000 14427.50| 100.00000 9950.00| 85.00000 8457.50 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0078 715-05175 10.000 m | 170.00000 1700.00| 130.00000 1300.00| 135.00000 1350.00 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0079 715-05946 2.000 EACH| 500.00000 1000.00| 600.00000 1200.00| 775.00000 1550.00 SAFETY METAL END SECTION, 6:1, 525 mm | | | 0080 715-44240 22.060 m3 | 720.00000 15883.20| 750.00000 16545.00| 925.00000 20405.50 CONCRETE, A, STRUCTURES | | | 0081 715-46005 12.000 EACH| 234.00000 2808.00| 260.00000 3120.00| 225.00000 2700.00 PIPE END SECTION, 375 mm | | | 0082 715-46020 4.000 EACH| 275.00000 1100.00| 330.00000 1320.00| 265.00000 1060.00 PIPE END SECTION, 600 mm | | | 0083 715-46030 2.000 EACH| 380.00000 760.00| 400.00000 800.00| 435.00000 870.00 PIPE END SECTION, 750 mm | | | 0084 718-06531 21.000 EACH| 300.00000 6300.00| 480.00000 10080.00| 300.00000 6300.00 OUTLET PROTECTOR, 3 | | | 0085 718-52610 542.000 m3 | 45.00000 24390.00| 35.00000 18970.00| 18.50000 10027.00 AGGREGATE FOR UNDERDRAINS | | | 0086 718-99153 1905.000 m2 | 2.25000 4286.25| 0.95000 1809.75| 1.75000 3333.75 GEOTEXTILES FOR UNDERDRAIN | | | 0087 720-45030 1.000 EACH| 950.00000 950.00| 1200.00000 1200.00| 1000.00000 1000.00 INLET, E7 | | | 0088 720-95555 1.000 EACH| 4817.00000 4817.00| 4200.00000 4200.00| 2500.00000 2500.00 MANHOLE, M2 | | | 0089 801-04308 4.000 EACH| 260.00000 1040.00| 250.00000 1000.00| 262.50000 1050.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0090 801-06203 4007.000 m | 1.00000 4007.00| 0.80000 3205.60| 0.97000 3886.79 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0091 801-06207 227.000 m | 3.15000 715.05| 3.75000 851.25| 3.15000 715.05 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 111 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,374,772.99 ROUTE : US 150 CALL ORDER : 111 CONTRACT ID : R -24569-A COUNTIES : FLOYD LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 35-1134435 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 801-06605 14.000 EACH| 210.00000 2940.00| 200.00000 2800.00| 210.00000 2940.00 BARRICADE, IIIA | | | 0093 801-06640 26.000 EACH| 105.00000 2730.00| 100.00000 2600.00| 105.00000 2730.00 CONSTRUCTION SIGN, A | | | 0094 801-06645 12.000 EACH| 43.00000 516.00| 40.00000 480.00| 42.00000 504.00 CONSTRUCTION SIGN, B | | | 0095 801-06775 LUMP| 33000.00000 33000.00| 30100.00000 30100.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0096 802-02489 38.600 m | 34.00000 1312.40| 32.64000 1259.90| 34.30000 1323.98 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0097 802-76035 8.950 m2 | 240.00000 2148.00| 235.64000 2108.98| 250.00000 2237.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0098 804-06770 21.000 EACH| 20.00000 420.00| 18.00000 378.00| 18.90000 396.90 DELINEATOR POST | | | 0099 808-06701 48.000 m | 1.60000 76.80| 1.50000 72.00| 1.58000 75.84 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0100 808-06703 161.000 m | 1.30000 209.30| 1.18000 189.98| 1.25000 201.25 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0101 808-06713 3177.000 m | 1.00000 3177.00| 0.92000 2922.84| 0.97000 3081.69 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0102 808-06714 188.000 m | 1.00000 188.00| 0.92000 172.96| 0.97000 182.36 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0103 808-06716 288.000 m | 2.10000 604.80| 6.56000 1889.28| 2.10000 604.80 LINE, REMOVE | | | 0104 808-75240 100.000 m | 1.60000 160.00| 1.50000 150.00| 1.58000 158.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0105 808-75245 2498.000 m | 1.25000 3122.50| 1.18000 2947.64| 1.25000 3122.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0106 808-75297 21.000 m | 21.00000 441.00| 19.35000 406.35| 20.32000 426.72 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0107 808-75320 2.000 EACH| 52.00000 104.00| 50.00000 100.00| 52.50000 105.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0108 808-75325 2.000 EACH| 63.00000 126.00| 60.00000 120.00| 63.00000 126.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 111 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,374,772.99 ROUTE : US 150 CALL ORDER : 111 CONTRACT ID : R -24569-A COUNTIES : FLOYD LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 35-1134435 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 808-75998 108.000 EACH| 36.00000 3888.00| 35.00000 3780.00| 40.00000 4320.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0110 808-75996 100.000 EACH| 7.00000 700.00| 5.00000 500.00| 15.00000 1500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0111 713-91028 LUMP| 140000.00000 140000.00| 130260.31000 130260.31| 197250.00000 197250.00 TEMPORARY RUNAROUND | | | SECTION TOTALS | $ 2,265,247.22| $ 2,427,744.00| $ 2,628,030.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,265,247.22| $ 2,427,744.00| $ 2,628,030.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 121 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 236,023.05 ROUTE : 5 CALL ORDER : 121 CONTRACT ID : R -24912-A COUNTIES : LAGRANGE LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/02/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3744005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE AWARD RESCINDED $ 194,599.38 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO AWARD $ 237,934.23 122.2687% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 251,813.72 129.4010% 4 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 256,147.25 131.6279% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 256,903.14 132.0164% 6 35-0997978 PHEND & BROWN, INC. $ 281,777.68 144.7988% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1339168 |(3) 35-1817530 |YARDBERRY LANDSCAPE |LAPORTE CONSTRUCTION CO |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1750.00000 10500.00| 554.00000 3324.00| 1500.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 4131.93000 4131.93| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10000.00000 10000.00| 11600.00000 11600.00| 19350.00000 19350.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 1034.27000 1034.27| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 24000.00000 24000.00| 22524.76000 22524.76| 15250.00000 15250.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 200.000 m2 | 10.00000 2000.00| 10.68000 2136.00| 12.00000 2400.00 SURFACE MILLING, ASPHALT | | | 0007 202-74035 2.000 EACH| 150.00000 300.00| 141.02000 282.04| 120.00000 240.00 SIGN, REMOVE | | | 0008 203-02080 0.125 km | 24000.00000 3000.00| 44860.16000 5607.52| 105000.00000 13125.00 LINEAR GRADING | | | 0009 205-02224 190.000 m | 6.00000 1140.00| 7.02000 1333.80| 7.02000 1333.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 30.000 m | 35.00000 1050.00| 8.90000 267.00| 8.90000 267.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 211-02060 520.000 m3 | 40.00000 20800.00| 14.75000 7670.00| 32.80000 17056.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 100.000 Mg | 22.00000 2200.00| 17.99000 1799.00| 15.00000 1500.00 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 121 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 236,023.05 ROUTE : 5 CALL ORDER : 121 CONTRACT ID : R -24912-A COUNTIES : LAGRANGE LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1339168 |(3) 35-1817530 |YARDBERRY LANDSCAPE |LAPORTE CONSTRUCTION CO |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 402-05477 85.000 Mg | 85.00000 7225.00| 59.10000 5023.50| 63.50000 5397.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-05481 150.000 Mg | 90.00000 13500.00| 43.32000 6498.00| 37.50000 5625.00 HMA BASE 25.0 mm, SHOULDER | | | 0015 402-05490 50.000 Mg | 90.00000 4500.00| 53.91000 2695.50| 63.50000 3175.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0016 603-06040 38.000 m | 56.00000 2128.00| 41.00000 1558.00| 41.00000 1558.00 FENCE, FARM FIELD, 1190 mm | | | 0017 603-94217 41.000 m | 39.00000 1599.00| 38.00000 1558.00| 38.00000 1558.00 FENCE, BARBED WIRE, 5 STRAND, 1220 mm | | | 0018 603-95217 1.000 EACH| 1956.00000 1956.00| 600.00000 600.00| 600.00000 600.00 FENCE GATE, FARM FIELD, 1190 mm X 9.1 m | | | 0019 610-05527 110.000 Mg | 100.00000 11000.00| 55.28000 6080.80| 63.50000 6985.00 HMA FOR APPROACHES | | | 0020 615-06490 5.000 EACH| 150.00000 750.00| 130.00000 650.00| 130.00000 650.00 RIGHT OF WAY MARKER | | | 0021 615-06520 1.000 EACH| 500.00000 500.00| 260.00000 260.00| 260.00000 260.00 MONUMENT, RE-ESTABLISH | | | 0022 616-02320 700.000 m2 | 5.00000 3500.00| 4.73000 3311.00| 2.65000 1855.00 GEOTEXTILES | | | 0023 616-06405 430.000 Mg | 40.00000 17200.00| 17.37000 7469.10| 19.25000 8277.50 RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 700.00000 700.00| 835.00000 835.00| 835.00000 835.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 1100.000 m2 | 1.50000 1650.00| 0.50000 550.00| 0.50000 550.00 MULCHED SEEDING, R | | | 0026 621-06567 20.000 kL | 50.00000 1000.00| 0.53000 10.60| 0.53000 10.60 WATER | | | 0027 621-06575 1100.000 m2 | 6.00000 6600.00| 4.58000 5038.00| 4.58000 5038.00 SODDING, NURSERY | | | 0028 714-07032 28.880 m | 236.00000 6815.68| 3751.88000 108354.29| 3420.00000 98769.60 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 2100 mm | | | 0029 715-03584 1.000 EACH| 1350.00000 1350.00| 947.09000 947.09| 585.00000 585.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0030 715-05121 75.040 m | 90.00000 6753.60| 82.76000 6210.31| 57.00000 4277.28 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0031 715-05123 32.920 m | 75.00000 2469.00| 97.02000 3193.90| 71.00000 2337.32 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0032 715-46010 1.000 EACH| 400.00000 400.00| 662.07000 662.07| 230.00000 230.00 PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 121 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 236,023.05 ROUTE : 5 CALL ORDER : 121 CONTRACT ID : R -24912-A COUNTIES : LAGRANGE LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1339168 |(3) 35-1817530 |YARDBERRY LANDSCAPE |LAPORTE CONSTRUCTION CO |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 715-46020 2.000 EACH| 300.00000 600.00| 701.07000 1402.14| 275.00000 550.00 PIPE END SECTION, 600 mm | | | 0034 721-43020 1.000 EACH| 4000.00000 4000.00| 2628.13000 2628.13| 1500.00000 1500.00 AUTOMATIC DRAINAGE GATE, 600 mm | | | 0035 801-04308 6.000 EACH| 90.00000 540.00| 95.00000 570.00| 95.00000 570.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06605 12.000 EACH| 63.00000 756.00| 59.00000 708.00| 59.00000 708.00 BARRICADE, IIIA | | | 0037 801-06606 12.000 EACH| 65.00000 780.00| 69.00000 828.00| 69.00000 828.00 BARRICADE, IIIB | | | 0038 801-06625 24.000 EACH| 120.00000 2880.00| 89.00000 2136.00| 89.00000 2136.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0039 801-06640 24.000 EACH| 65.00000 1560.00| 79.00000 1896.00| 79.00000 1896.00 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP| 3500.00000 3500.00| 2681.15000 2681.15| 4850.00000 4850.00 MAINTAINING TRAFFIC | | | 0041 802-05701 5.200 m | 60.00000 312.00| 33.00000 171.60| 33.00000 171.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0042 802-76035 1.620 m2 | 255.00000 413.10| 154.00000 249.48| 154.00000 249.48 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0043 802-96915 LUMP| 1000.00000 1000.00| 564.07000 564.07| 250.00000 250.00 SIGN, RELOCATE | | | 0044 808-06712 36.000 m | 2.00000 72.00| 1.64000 59.04| 1.64000 59.04 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 250.000 m | 2.00000 500.00| 1.64000 410.00| 1.64000 410.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-75996 6.000 EACH| 100.00000 600.00| 19.19000 115.14| 40.00000 240.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-75998 6.000 EACH| 250.00000 1500.00| 50.00000 300.00| 50.00000 300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 194,599.38| $ 237,934.23| $ 251,813.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 194,599.38| $ 237,934.23| $ 251,813.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 121 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 236,023.05 ROUTE : 5 CALL ORDER : 121 CONTRACT ID : R -24912-A COUNTIES : LAGRANGE LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 |(5) 35-0918397 |(6) 35-0997978 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 555.00000 3330.00| 1732.00000 10392.00| 1880.00000 11280.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5818.43000 5818.43| 8285.00000 8285.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13515.00000 13515.00| 5110.00000 5110.00| 14000.00000 14000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9655.00000 9655.00| 4975.00000 4975.00| 5600.00000 5600.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 19375.00000 19375.00| 29600.00000 29600.00| 6600.00000 6600.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 200.000 m2 | 10.65000 2130.00| 14.10000 2820.00| 8.40000 1680.00 SURFACE MILLING, ASPHALT | | | 0007 202-74035 2.000 EACH| 40.00000 80.00| 51.00000 102.00| 600.00000 1200.00 SIGN, REMOVE | | | 0008 203-02080 0.125 km | 143955.00000 17994.38| 119100.00000 14887.50| 174000.00000 21750.00 LINEAR GRADING | | | 0009 205-02224 190.000 m | 7.02000 1333.80| 7.02000 1333.80| 7.02000 1333.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 30.000 m | 8.90000 267.00| 8.90000 267.00| 8.90000 267.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 211-02060 520.000 m3 | 25.75000 13390.00| 24.20000 12584.00| 16.50000 8580.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 100.000 Mg | 19.70000 1970.00| 21.40000 2140.00| 22.00000 2200.00 COMPACTED AGGREGATE, O, 53 | | | 0013 402-05477 85.000 Mg | 59.10000 5023.50| 59.10000 5023.50| 56.00000 4760.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-05481 150.000 Mg | 43.32000 6498.00| 43.32000 6498.00| 56.00000 8400.00 HMA BASE 25.0 mm, SHOULDER | | | 0015 402-05490 50.000 Mg | 53.91000 2695.50| 53.91000 2695.50| 56.00000 2800.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0016 603-06040 38.000 m | 41.00000 1558.00| 41.00000 1558.00| 41.00000 1558.00 FENCE, FARM FIELD, 1190 mm | | | 0017 603-94217 41.000 m | 38.00000 1558.00| 38.00000 1558.00| 38.00000 1558.00 FENCE, BARBED WIRE, 5 STRAND, 1220 mm | | | 0018 603-95217 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 600.00000 600.00 FENCE GATE, FARM FIELD, 1190 mm X 9.1 m | | | 0019 610-05527 110.000 Mg | 55.28000 6080.80| 55.28000 6080.80| 56.00000 6160.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 121 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 236,023.05 ROUTE : 5 CALL ORDER : 121 CONTRACT ID : R -24912-A COUNTIES : LAGRANGE LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 |(5) 35-0918397 |(6) 35-0997978 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 615-06490 5.000 EACH| 130.00000 650.00| 130.00000 650.00| 130.00000 650.00 RIGHT OF WAY MARKER | | | 0021 615-06520 1.000 EACH| 395.00000 395.00| 260.00000 260.00| 260.00000 260.00 MONUMENT, RE-ESTABLISH | | | 0022 616-02320 700.000 m2 | 3.05000 2135.00| 3.12000 2184.00| 2.71000 1897.00 GEOTEXTILES | | | 0023 616-06405 430.000 Mg | 18.90000 8127.00| 23.60000 10148.00| 24.00000 10320.00 RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 835.00000 835.00| 835.00000 835.00| 835.00000 835.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 1100.000 m2 | 0.50000 550.00| 0.50000 550.00| 0.50000 550.00 MULCHED SEEDING, R | | | 0026 621-06567 20.000 kL | 0.53000 10.60| 0.53000 10.60| 0.53000 10.60 WATER | | | 0027 621-06575 1100.000 m2 | 4.58000 5038.00| 4.58000 5038.00| 4.58000 5038.00 SODDING, NURSERY | | | 0028 714-07032 28.880 m | 3612.30000 104323.22| 3367.00000 97238.96| 4600.00000 132848.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 2100 mm | | | 0029 715-03584 1.000 EACH| 660.00000 660.00| 530.00000 530.00| 570.00000 570.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0030 715-05121 75.040 m | 87.70000 6581.01| 79.00000 5928.16| 80.00000 6003.20 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0031 715-05123 32.920 m | 92.05000 3030.29| 110.00000 3621.20| 88.00000 2896.96 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0032 715-46010 1.000 EACH| 188.00000 188.00| 355.00000 355.00| 250.00000 250.00 PIPE END SECTION, 450 mm | | | 0033 715-46020 2.000 EACH| 270.00000 540.00| 396.00000 792.00| 430.00000 860.00 PIPE END SECTION, 600 mm | | | 0034 721-43020 1.000 EACH| 1105.00000 1105.00| 930.00000 930.00| 1100.00000 1100.00 AUTOMATIC DRAINAGE GATE, 600 mm | | | 0035 801-04308 6.000 EACH| 95.00000 570.00| 95.00000 570.00| 95.00000 570.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06605 12.000 EACH| 59.00000 708.00| 59.00000 708.00| 59.00000 708.00 BARRICADE, IIIA | | | 0037 801-06606 12.000 EACH| 69.00000 828.00| 69.00000 828.00| 69.00000 828.00 BARRICADE, IIIB | | | 0038 801-06625 24.000 EACH| 89.00000 2136.00| 89.00000 2136.00| 89.00000 2136.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0039 801-06640 24.000 EACH| 79.00000 1896.00| 79.00000 1896.00| 79.00000 1896.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 121 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 236,023.05 ROUTE : 5 CALL ORDER : 121 CONTRACT ID : R -24912-A COUNTIES : LAGRANGE LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 |(5) 35-0918397 |(6) 35-0997978 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06775 LUMP| 1660.00000 1660.00| 3000.00000 3000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0041 802-05701 5.200 m | 33.00000 171.60| 33.00000 171.60| 33.00000 171.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0042 802-76035 1.620 m2 | 154.00000 249.48| 154.00000 249.48| 154.00000 249.48 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0043 802-96915 LUMP| 79.00000 79.00| 868.00000 868.00| 920.00000 920.00 SIGN, RELOCATE | | | 0044 808-06712 36.000 m | 1.64000 59.04| 1.64000 59.04| 1.64000 59.04 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 250.000 m | 1.64000 410.00| 1.64000 410.00| 1.64000 410.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-75996 6.000 EACH| 6.60000 39.60| 21.00000 126.00| 19.00000 114.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-75998 6.000 EACH| 50.00000 300.00| 50.00000 300.00| 50.00000 300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 256,147.25| $ 256,903.14| $ 281,777.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 256,147.25| $ 256,903.14| $ 281,777.68 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 947,787.55 ROUTE : SR 43 CALL ORDER : 131 CONTRACT ID : R -25493-A COUNTIES : OWEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5760003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 618,184.27 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 732,683.00 118.5217% 3 35-1418333 ROGERS GROUP, INC. $ 802,098.59 129.7507% ==================================================================================================================================== |(1) 35-1875662 |(2) 35-0918397 |(3) 35-1418333 |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-01925 12.000 MOS | 900.00000 10800.00| 1800.00000 21600.00| 1200.00000 14400.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 17500.00000 17500.00| 26250.00000 26250.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30500.00000 30500.00| 36010.06000 36010.06| 40030.00000 40030.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 21000.00000 21000.00| 30000.00000 30000.00| 16000.00000 16000.00 CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 1.00000 1.00| 1100.00000 1100.00| 1000.00000 1000.00 TESTING FOR ASBESTOS | | | 0006 202-01347 1.000 EACH| 2500.00000 2500.00| 2700.00000 2700.00| 2000.00000 2000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE | | | 0007 202-01405 100.000 m3 | 92.00000 9200.00| 105.00000 10500.00| 135.00000 13500.00 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0008 202-02278 70.000 m | 4.75000 332.50| 8.50000 595.00| 20.00000 1400.00 CURB, CONCRETE, REMOVE | | | 0009 202-02772 1.000 EACH| 155.00000 155.00| 180.00000 180.00| 250.00000 250.00 CASTING, REMOVE | | | 0010 202-03000 LUMP| 11600.00000 11600.00| 14750.00000 14750.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18 | | | 0011 202-03000 LUMP| 8500.00000 8500.00| 11500.00000 11500.00| 8000.00000 8000.00 HOUSES AND BUILDINGS, REMOVE Parcel No. | | | 24 | | | 0012 202-03000 LUMP| 3900.00000 3900.00| 5800.00000 5800.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE Parcel No. | | | 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 947,787.55 ROUTE : SR 43 CALL ORDER : 131 CONTRACT ID : R -25493-A COUNTIES : OWEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-0918397 |(3) 35-1418333 |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-03000 LUMP| 2200.00000 2200.00| 3900.00000 3900.00| 8000.00000 8000.00 HOUSES AND BUILDINGS, REMOVE Parcel No. | | | 8 | | | 0014 202-04345 1000.000 L | 0.50000 500.00| 2.10000 2100.00| 2.25000 2250.00 UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, A | | | 0015 202-60820 612.000 m2 | 6.25000 3825.00| 6.75000 4131.00| 4.00000 2448.00 SURFACE MILLING, ASPHALT | | | 0016 203-02000 6722.000 m3 | 11.00000 73942.00| 12.50000 84025.00| 13.00000 87386.00 EXCAVATION, COMMON | | | 0017 203-02045 936.000 m3 | 6.75000 6318.00| 8.00000 7488.00| 10.00000 9360.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0018 203-02070 3176.000 m3 | 7.75000 24614.00| 12.00000 38112.00| 17.00000 53992.00 BORROW | | | 0019 205-06931 186.000 Mg | 19.00000 3534.00| 24.25000 4510.50| 24.00000 4464.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 2.000 EACH| 45.00000 90.00| 65.00000 130.00| 100.00000 200.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06935 100.000 EACH| 1.00000 100.00| 20.00000 2000.00| 100.00000 10000.00 TEMPORARY SEDIMENT BASIN | | | 0022 205-06936 60.000 Mg | 7.50000 450.00| 9.50000 570.00| 44.00000 2640.00 TEMPORARY SEDIMENT TRAP | | | 0023 205-06937 2100.000 m | 5.00000 10500.00| 5.00000 10500.00| 10.00000 21000.00 TEMPORARY SILT FENCE | | | 0024 211-02060 38.300 m3 | 43.00000 1646.90| 50.00000 1915.00| 45.00000 1723.50 B BORROW FOR STRUCTURE BACKFILL | | | 0025 213-52830 50.000 m3 | 57.00000 2850.00| 67.00000 3350.00| 80.00000 4000.00 FLOWABLE MORTAR | | | 0026 303-52308 3518.400 Mg | 9.00000 31665.60| 13.00000 45739.20| 10.00000 35184.00 COMPACTED AGGREGATE, O, 53 | | | 0027 402-05468 2435.400 Mg | 35.00000 85239.00| 33.00000 80368.20| 37.15000 90475.11 HMA BASE 25.0 mm, MAINLINE | | | 0028 402-05474 1030.400 Mg | 37.50000 38640.00| 37.00000 38124.80| 40.00000 41216.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0029 402-05477 468.400 Mg | 50.00000 23420.00| 45.50000 21312.20| 41.00000 19204.40 HMA SURFACE 9.5 mm, MAINLINE | | | 0030 405-05517 2.390 Mg | 320.00000 764.80| 440.00000 1051.60| 240.00000 573.60 ASPHALT FOR PRIME COAT | | | 0031 406-05520 7.200 Mg | 305.00000 2196.00| 185.00000 1332.00| 240.00000 1728.00 ASPHALT FOR TACK COAT | | | 0032 605-06150 166.000 m | 37.00000 6142.00| 65.00000 10790.00| 42.00000 6972.00 CURB AND GUTTER, C, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 947,787.55 ROUTE : SR 43 CALL ORDER : 131 CONTRACT ID : R -25493-A COUNTIES : OWEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-0918397 |(3) 35-1418333 |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 610-05527 289.000 Mg | 67.00000 19363.00| 69.00000 19941.00| 78.00000 22542.00 HMA FOR APPROACHES | | | 0034 611-06497 9.000 EACH| 115.00000 1035.00| 180.00000 1620.00| 120.00000 1080.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 611-06498 3.000 EACH| 137.00000 411.00| 250.00000 750.00| 140.00000 420.00 MAILBOX ASSEMBLY, DOUBLE | | | 0036 615-06490 38.000 EACH| 121.00000 4598.00| 170.00000 6460.00| 100.00000 3800.00 RIGHT OF WAY MARKER | | | 0037 615-06505 9.000 EACH| 515.00000 4635.00| 500.00000 4500.00| 550.00000 4950.00 MONUMENT, B | | | 0038 615-06510 1.000 EACH| 415.00000 415.00| 470.00000 470.00| 600.00000 600.00 MONUMENT, C | | | 0039 616-02320 2863.000 m2 | 1.60000 4580.80| 2.15000 6155.45| 1.00000 2863.00 GEOTEXTILES | | | 0040 616-06405 2146.000 Mg | 13.00000 27898.00| 17.00000 36482.00| 18.00000 38628.00 RIPRAP, REVETMENT | | | 0041 621-06557 1000.000 kg | 6.00000 6000.00| 6.00000 6000.00| 11.00000 11000.00 SEED MIXTURE, T | | | 0042 621-06567 217.800 kL | 0.55000 119.79| 0.60000 130.68| 1.00000 217.80 WATER | | | 0043 621-06575 12100.000 m2 | 2.90000 35090.00| 3.10000 37510.00| 4.00000 48400.00 SODDING, NURSERY | | | 0044 715-05169 180.600 m | 62.00000 11197.20| 71.50000 12912.90| 85.00000 15351.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0045 715-05171 20.600 m | 80.00000 1648.00| 91.00000 1874.60| 100.00000 2060.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0046 715-05175 11.800 m | 132.00000 1557.60| 147.00000 1734.60| 190.00000 2242.00 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0047 715-46005 23.000 EACH| 150.00000 3450.00| 180.00000 4140.00| 490.00000 11270.00 PIPE END SECTION, 375 mm | | | 0048 715-46010 4.000 EACH| 200.00000 800.00| 242.00000 968.00| 650.00000 2600.00 PIPE END SECTION, 450 mm | | | 0049 715-46030 2.000 EACH| 350.00000 700.00| 420.00000 840.00| 800.00000 1600.00 PIPE END SECTION, 750 mm | | | 0050 720-44296 1.000 EACH| 150.00000 150.00| 250.00000 250.00| 350.00000 350.00 CAP INLET | | | 0051 720-45045 1.000 EACH| 1400.00000 1400.00| 1300.00000 1300.00| 3100.00000 3100.00 INLET, J10 | | | 0052 720-45275 1.000 EACH| 600.00000 600.00| 1000.00000 1000.00| 3100.00000 3100.00 PIPE CATCH BASIN, 600 mm | | | 0053 720-91352 1.000 EACH| 725.00000 725.00| 1300.00000 1300.00| 3100.00000 3100.00 CATCH BASIN, F7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 947,787.55 ROUTE : SR 43 CALL ORDER : 131 CONTRACT ID : R -25493-A COUNTIES : OWEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-0918397 |(3) 35-1418333 |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-04308 4.000 EACH| 137.00000 548.00| 140.00000 560.00| 450.00000 1800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06605 12.000 EACH| 74.00000 888.00| 75.00000 900.00| 220.00000 2640.00 BARRICADE, IIIA | | | 0056 801-06606 12.000 EACH| 84.00000 1008.00| 85.00000 1020.00| 280.00000 3360.00 BARRICADE, IIIB | | | 0057 801-06625 19.000 EACH| 100.00000 1900.00| 100.00000 1900.00| 100.00000 1900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 30.000 EACH| 105.00000 3150.00| 105.00000 3150.00| 100.00000 3000.00 CONSTRUCTION SIGN, A | | | 0059 801-06645 4.000 EACH| 37.00000 148.00| 37.25000 149.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0060 801-06775 LUMP| 12000.00000 12000.00| 20000.00000 20000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0061 802-05702 29.000 m | 74.00000 2146.00| 50.75000 1471.75| 35.00000 1015.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0062 802-76025 3.200 m2 | 560.00000 1792.00| 350.00000 1120.00| 200.00000 640.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0063 802-76035 3.240 m2 | 255.00000 826.20| 175.00000 567.00| 260.00000 842.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0064 808-06713 1510.000 m | 0.22000 332.20| 0.25000 377.50| 1.00000 1510.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-75245 2660.000 m | 1.10000 2926.00| 1.10000 2926.00| 1.20000 3192.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0066 808-75297 28.000 m | 10.00000 280.00| 10.10000 282.80| 23.00000 644.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0067 808-75998 47.000 EACH| 31.00000 1457.00| 31.50000 1480.50| 72.00000 3384.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0068 621-01004 5.000 EACH| 585.00000 2925.00| 575.00000 2875.00| 800.00000 4000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0069 621-06565 50.200 Mg | 465.00000 23343.00| 470.00000 23594.00| 575.00000 28865.00 MULCHING MATERIAL | | | 0070 621-06545 2.497 Mg | 607.00000 1515.68| 615.00000 1535.66| 575.00000 1435.78 FERTILIZER | | | SECTION TOTALS | $ 618,184.27| $ 732,683.00| $ 802,098.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 618,184.27| $ 732,683.00| $ 802,098.59 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 141 CONTRACT ID : R -25581-A COUNTIES : MONROE LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 6749512 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 371,210.20 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 384,409.80 103.5558% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 394,700.00 106.3278% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,020.44 ROUTE : SR 66 CALL ORDER : 161 CONTRACT ID : R -25675-A COUNTIES : SPENCER LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 02/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9974009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2131982 J B I CONSTRUCTION INC. $ 399,833.17 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 451,231.97 112.8550% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 462,701.70 115.7236% 4 35-0626844 RUDOLPH, J.H. & CO $ 489,490.30 122.4236% 5 35-1284120 KOBERSTEIN TRUCKING $ 494,271.00 123.6193% ==================================================================================================================================== |(1) 35-2131982 |(2) 35-0999231 |(3) 35-1009310 |J B I CONSTRUCTION INC. |HUNT PAVING COMPANY, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, STREETSCAPE | | | 0001 105-06790 8.000 MOS | 1500.00000 12000.00| 1240.29000 9922.32| 1450.00000 11600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 13000.00000 13000.00| 11550.00000 11550.00| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9000.00000 9000.00| 14564.41000 14564.41| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 8602.14000 8602.14| 2300.00000 2300.00 CLEARING RIGHT OF WAY | | | 0005 202-02260 9.000 EACH| 1000.00000 9000.00| 511.91000 4607.19| 620.00000 5580.00 TREE, 760 mm, REMOVE | | | 0006 202-02278 10.400 m | 30.00000 312.00| 15.83000 164.63| 23.00000 239.20 CURB, CONCRETE, REMOVE | | | 0007 202-52710 804.000 m2 | 4.65000 3738.60| 5.75000 4623.00| 17.00000 13668.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 303-52308 683.000 Mg | 19.30000 13181.90| 22.09000 15087.47| 18.00000 12294.00 COMPACTED AGGREGATE, O, 53 | | | 0009 404-05514 564.000 m2 | 5.20000 2932.80| 10.50000 5922.00| 8.10000 4568.40 SEAL COAT, 5 | | | 0010 501-98614 597.000 m2 | 40.00000 23880.00| 46.02000 27473.94| 47.00000 28059.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | PLAIN, HIGH EARLY STRENGTH, 200 mm | | | 0011 604-06069 100.000 m2 | 33.65000 3365.00| 46.02000 4602.00| 64.00000 6400.00 CURB RAMP, CONCRETE | | | 0012 604-91531 975.000 m2 | 23.00000 22425.00| 28.16000 27456.00| 44.00000 42900.00 SIDEWALK, CONCRETE, 100 mm | | | 0013 621-06567 3.700 kL | 1.00000 3.70| 1.05000 3.89| 1.00000 3.70 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,020.44 ROUTE : SR 66 CALL ORDER : 161 CONTRACT ID : R -25675-A COUNTIES : SPENCER LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2131982 |(2) 35-0999231 |(3) 35-1009310 |J B I CONSTRUCTION INC. |HUNT PAVING COMPANY, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 621-06570 723.000 m3 | 17.75000 12833.25| 29.27000 21162.21| 18.00000 13014.00 TOP SOIL | | | 0015 621-06574 2966.000 m2 | 4.12000 12219.92| 3.89000 11537.74| 3.90000 11567.40 SODDING | | | 0016 707-99085 2.000 EACH| 1700.00000 3400.00| 1575.00000 3150.00| 3455.00000 6910.00 FLAG POLE | | | 0017 715-05121 360.000 m | 82.70000 29772.00| 84.56000 30441.60| 88.00000 31680.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0018 715-05149 560.000 m | 57.25000 32060.00| 73.47000 41143.20| 69.00000 38640.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0019 720-45360 17.000 EACH| 300.00000 5100.00| 555.50000 9443.50| 875.00000 14875.00 PIPE CATCH BASIN, 300 mm, MODIFIED | | | 0020 720-45400 3.000 EACH| 1700.00000 5100.00| 2025.24000 6075.72| 2015.00000 6045.00 MANHOLE, A4 | | | 0021 720-96275 2.000 EACH| 1900.00000 3800.00| 2100.59000 4201.18| 2075.00000 4150.00 MANHOLE, A2 | | | 0022 730-97405 2.000 EACH| 3400.00000 6800.00| 3858.11000 7716.22| 3165.00000 6330.00 GRATED BOX END SECTION, I, 4:1, 450 mm | | | 0023 801-06640 34.000 EACH| 105.00000 3570.00| 105.00000 3570.00| 127.00000 4318.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 8000.00000 8000.00| 13317.36000 13317.36| 9200.00000 9200.00 MAINTAINING TRAFFIC | | | 0025 807-03951 21.000 EACH| 4744.00000 99624.00| 5060.00000 106260.00| 3925.00000 82425.00 LIGHT POLE, ORNAMENTAL | | | 0026 807-03952 15.000 m | 11.00000 165.00| 10.50000 157.50| 51.00000 765.00 CONDUIT, LIGHTING, 38 mm | | | 0027 807-04962 15.000 EACH| 1880.00000 28200.00| 1916.25000 28743.75| 2900.00000 43500.00 LIGHT , RECESSED STREET | | | 0028 211-02060 1100.000 m3 | 28.50000 31350.00| 27.03000 29733.00| 24.70000 27170.00 B BORROW FOR STRUCTURE BACKFILL | | | SECTION TOTALS | $ 399,833.17| $ 451,231.97| $ 462,701.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 399,833.17| $ 451,231.97| $ 462,701.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,020.44 ROUTE : SR 66 CALL ORDER : 161 CONTRACT ID : R -25675-A COUNTIES : SPENCER LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1284120 | |RUDOLPH, J.H. & CO |KOBERSTEIN TRUCKING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, STREETSCAPE | | | 0001 105-06790 8.000 MOS | 1225.00000 9800.00| 1450.00000 11600.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 23650.00000 23650.00| 24700.00000 24700.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 9850.00000 9850.00| CLEARING RIGHT OF WAY | | | 0005 202-02260 9.000 EACH| 750.00000 6750.00| 850.00000 7650.00| TREE, 760 mm, REMOVE | | | 0006 202-02278 10.400 m | 44.00000 457.60| 50.00000 520.00| CURB, CONCRETE, REMOVE | | | 0007 202-52710 804.000 m2 | 10.50000 8442.00| 7.00000 5628.00| SIDEWALK, CONCRETE, REMOVE | | | 0008 303-52308 683.000 Mg | 36.00000 24588.00| 23.00000 15709.00| COMPACTED AGGREGATE, O, 53 | | | 0009 404-05514 564.000 m2 | 3.00000 1692.00| 7.50000 4230.00| SEAL COAT, 5 | | | 0010 501-98614 597.000 m2 | 42.00000 25074.00| 45.00000 26865.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | PLAIN, HIGH EARLY STRENGTH, 200 mm | | | 0011 604-06069 100.000 m2 | 5.00000 500.00| 37.00000 3700.00| CURB RAMP, CONCRETE | | | 0012 604-91531 975.000 m2 | 29.00000 28275.00| 26.00000 25350.00| SIDEWALK, CONCRETE, 100 mm | | | 0013 621-06567 3.700 kL | 1.00000 3.70| 2.00000 7.40| WATER | | | 0014 621-06570 723.000 m3 | 36.00000 26028.00| 27.00000 19521.00| TOP SOIL | | | 0015 621-06574 2966.000 m2 | 5.00000 14830.00| 4.10000 12160.60| SODDING | | | 0016 707-99085 2.000 EACH| 2200.00000 4400.00| 1950.00000 3900.00| FLAG POLE | | | 0017 715-05121 360.000 m | 100.00000 36000.00| 125.00000 45000.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0018 715-05149 560.000 m | 77.00000 43120.00| 90.00000 50400.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0019 720-45360 17.000 EACH| 780.00000 13260.00| 975.00000 16575.00| PIPE CATCH BASIN, 300 mm, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 406,020.44 ROUTE : SR 66 CALL ORDER : 161 CONTRACT ID : R -25675-A COUNTIES : SPENCER LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1284120 | |RUDOLPH, J.H. & CO |KOBERSTEIN TRUCKING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 720-45400 3.000 EACH| 1700.00000 5100.00| 1600.00000 4800.00| MANHOLE, A4 | | | 0021 720-96275 2.000 EACH| 1800.00000 3600.00| 1800.00000 3600.00| MANHOLE, A2 | | | 0022 730-97405 2.000 EACH| 3200.00000 6400.00| 3650.00000 7300.00| GRATED BOX END SECTION, I, 4:1, 450 mm | | | 0023 801-06640 34.000 EACH| 105.00000 3570.00| 110.00000 3740.00| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 20000.00000 20000.00| 17000.00000 17000.00| MAINTAINING TRAFFIC | | | 0025 807-03951 21.000 EACH| 4800.00000 100800.00| 5050.00000 106050.00| LIGHT POLE, ORNAMENTAL | | | 0026 807-03952 15.000 m | 10.00000 150.00| 11.00000 165.00| CONDUIT, LIGHTING, 38 mm | | | 0027 807-04962 15.000 EACH| 1900.00000 28500.00| 2010.00000 30150.00| LIGHT , RECESSED STREET | | | 0028 211-02060 1100.000 m3 | 25.00000 27500.00| 21.00000 23100.00| B BORROW FOR STRUCTURE BACKFILL | | | SECTION TOTALS | $ 489,490.30| $ 494,271.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 489,490.30| $ 494,271.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,137.75 ROUTE : CR 400N CALL ORDER : 171 CONTRACT ID : R -25732-A COUNTIES : LAPORTE LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 26 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0819026 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 252,756.70 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 324,214.96 128.2715% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1500.00000 4500.00| 1600.00000 4800.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 400.00000 400.00| 3200.00000 3200.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12600.00000 12600.00| 11500.00000 11500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 557.000 m | 10.50000 5848.50| 11.03000 6143.71| GUARDRAIL, REMOVE | | | 0005 202-60820 887.000 m2 | 4.00000 3548.00| 3.15000 2794.05| SURFACE MILLING, ASPHALT | | | 0006 202-74045 18.000 EACH| 20.00000 360.00| 42.00000 756.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 303-04095 394.000 Mg | 15.00000 5910.00| 26.65000 10500.10| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0008 305-05204 259.000 Mg | 55.00000 14245.00| 150.00000 38850.00| HMA FOR PATCHING | | | 0009 305-05207 0.600 Mg | 2100.00000 1260.00| 9243.50000 5546.10| CRACKS AND JOINTS IN HMA PAVEMENT, SEAL | | | 0010 402-05474 1963.000 Mg | 27.00000 53001.00| 31.20000 61245.60| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0011 402-05477 1402.000 Mg | 32.00000 44864.00| 36.85000 51663.70| HMA SURFACE 9.5 mm, MAINLINE | | | 0012 406-05520 11.000 Mg | 250.00000 2750.00| 322.00000 3542.00| ASPHALT FOR TACK COAT | | | 0013 601-01846 9.000 EACH| 1600.00000 14400.00| 1680.00000 15120.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0014 601-05071 4.000 EACH| 1600.00000 6400.00| 1680.00000 6720.00| GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,137.75 ROUTE : CR 400N CALL ORDER : 171 CONTRACT ID : R -25732-A COUNTIES : LAPORTE LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-94689 11.000 EACH| 2200.00000 24200.00| 2310.00000 25410.00| GUARDRAIL END TREATMENT, OS | | | 0016 601-99105 1253.490 m | 29.00000 36351.21| 30.45000 38168.77| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 610-05527 53.000 Mg | 55.00000 2915.00| 117.00000 6201.00| HMA FOR APPROACHES | | | 0018 720-44000 4.000 EACH| 180.00000 720.00| 325.50000 1302.00| CASTING, ADJUST TO GRADE | | | 0019 801-06640 8.000 EACH| 99.00000 792.00| 65.10000 520.80| CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 3200.00000 3200.00| 12900.00000 12900.00| MAINTAINING TRAFFIC | | | 0021 802-05701 55.000 m | 28.85000 1586.75| 23.35000 1284.25| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0022 802-05702 8.200 m | 20.20000 165.64| 18.05000 148.01| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0023 802-76025 1.500 m2 | 284.00000 426.00| 147.25000 220.88| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0024 802-76035 14.000 m2 | 134.50000 1883.00| 160.45000 2246.30| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0025 805-78470 125.000 m | 1.15000 143.75| 1.21000 151.25| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0026 805-78795 32.000 m | 32.80000 1049.60| 34.44000 1102.08| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0027 805-92951 2.000 EACH| 250.00000 500.00| 262.50000 525.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0028 808-06703 4363.000 m | 0.84000 3664.92| 0.88000 3839.44| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0029 808-75240 416.000 m | 0.84000 349.44| 0.88000 366.08| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0030 808-75245 1186.000 m | 0.84000 996.24| 0.88000 1043.68| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0031 808-75297 8.000 m | 24.00000 192.00| 25.20000 201.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,137.75 ROUTE : CR 400N CALL ORDER : 171 CONTRACT ID : R -25732-A COUNTIES : LAPORTE LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 808-75320 6.000 EACH| 81.00000 486.00| 85.05000 510.30| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0033 802-90623 4.000 EACH| 26.15000 104.60| 16.80000 67.20| SIGN BRACKET FOR STREET NAME | | | 0034 202-96151 LUMP| 450.00000 450.00| 804.46000 804.46| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0035 801-06203 247.000 m | 2.90000 716.30| 6.10000 1506.70| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0036 801-06207 247.000 m | 3.25000 802.75| 6.10000 1506.70| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0037 615-06520 3.000 EACH| 125.00000 375.00| 392.40000 1177.20| MONUMENT, RE-ESTABLISH | | | 0038 202-93741 4.000 EACH| 150.00000 600.00| 157.50000 630.00| GUARD RAIL END TREATMENT, REMOVE | | | SECTION TOTALS | $ 252,756.70| $ 324,214.96| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 252,756.70| $ 324,214.96| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,920.66 ROUTE : LONG LANE CALL ORDER : 181 CONTRACT ID : R -25733-A COUNTIES : LAPORTE LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9946056 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 305,053.60 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 424,883.03 139.2814% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06790 3.000 MOS | 1500.00000 4500.00| 1630.00000 4890.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 400.00000 400.00| 3215.00000 3215.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15100.00000 15100.00| 14450.00000 14450.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 10.000 m | 25.00000 250.00| 94.05000 940.50| GUARDRAIL, REMOVE | | | 0005 202-60820 758.000 m2 | 3.00000 2274.00| 3.70000 2804.60| SURFACE MILLING, ASPHALT | | | 0006 202-74045 11.000 EACH| 39.00000 429.00| 40.95000 450.45| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 303-04075 1176.000 Mg | 12.00000 14112.00| 21.50000 25284.00| COMPACTED AGGREGATE, O, 73 | | | 0008 305-05204 347.000 Mg | 40.00000 13880.00| 104.05000 36105.35| HMA FOR PATCHING | | | 0009 305-05206 531.000 Mg | 33.00000 17523.00| 60.00000 31860.00| WIDENING WITH HMA | | | 0011 402-05474 4273.000 Mg | 26.80000 114516.40| 32.00000 136736.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0012 402-05477 3052.000 Mg | 30.00000 91560.00| 36.50000 111398.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0013 402-05495 115.000 Mg | 26.80000 3082.00| 51.25000 5893.75| HMA WEDGE AND LEVEL | | | 0014 406-05520 24.000 Mg | 200.00000 4800.00| 285.00000 6840.00| ASPHALT FOR TACK COAT | | | 0018 610-05527 51.000 Mg | 40.00000 2040.00| 120.25000 6132.75| HMA FOR APPROACHES | | | 0019 801-06640 9.000 EACH| 59.00000 531.00| 61.95000 557.55| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,920.66 ROUTE : LONG LANE CALL ORDER : 181 CONTRACT ID : R -25733-A COUNTIES : LAPORTE LETTING DATE : 08/14/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06775 LUMP| 1000.00000 1000.00| 12000.00000 12000.00| MAINTAINING TRAFFIC | | | 0021 802-05701 33.000 m | 34.00000 1122.00| 35.70000 1178.10| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0022 802-76025 0.900 m2 | 141.00000 126.90| 148.06000 133.25| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0023 802-76035 5.700 m2 | 149.00000 849.30| 156.45000 891.77| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0024 808-06703 13100.000 m | 0.75000 9825.00| 0.79000 10349.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0025 808-75240 1640.000 m | 0.75000 1230.00| 0.79000 1295.60| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0026 802-90623 8.000 EACH| 21.00000 168.00| 22.05000 176.40| SIGN BRACKET FOR STREET NAME | | | 0027 202-96151 LUMP| 200.00000 200.00| 331.96000 331.96| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0028 402-05468 150.000 Mg | 27.00000 4050.00| 47.00000 7050.00| HMA BASE 25.0 mm, MAINLINE | | | 0029 203-02000 25.000 m3 | 15.00000 375.00| 93.00000 2325.00| EXCAVATION, COMMON | | | 0030 615-06520 4.000 EACH| 90.00000 360.00| 201.00000 804.00| MONUMENT, RE-ESTABLISH | | | 0031 808-75245 1000.000 m | 0.75000 750.00| 0.79000 790.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 305,053.60| $ 424,883.03| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 305,053.60| $ 424,883.03| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SOUTH COUNTY LINE RD CALL ORDER : 191 CONTRACT ID : R -25740-A COUNTIES : MARION LETTING DATE : 08/14/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B107014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 2,401,858.91 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,570,027.37 107.0015% 3 35-1609544 SCHUTT-LOOKABILL CO $ 2,611,523.97 108.7292% 4 35-1139301 E & B PAVING, INC. $ 2,626,699.03 109.3610% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 2,669,950.00 111.1618% 6 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 2,965,750.00 123.4772% 7 35-1357381 O'MARA, DAVE CONTRACTOR $ 3,154,214.72 131.3238% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/16/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : F184001 F184001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 7,797,013.33 100.0000% 2 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 7,950,000.00 101.9621% 3 35-1139301 E & B PAVING, INC. $ 8,352,120.36 107.1194% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 8,806,797.03 112.9509% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 35-1139301 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0002 105-06845 LUMP| 183300.00000 183300.00| 133300.00000 133300.00| 175000.00000 175000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 389000.00000 389000.00| 503366.00000 503366.00| 415000.00000 415000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 145000.00000 145000.00| 97500.00000 97500.00| 280000.00000 280000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1814.000 m2 | 10.00000 18140.00| 10.15000 18412.10| 10.00000 18140.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 26500.00000 26500.00| 81091.80000 81091.80| 26500.00000 26500.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 27962.000 m2 | 1.38000 38587.56| 1.45000 40544.90| 1.16000 32435.92 SURFACE MILLING, ASPHALT | | | 0008 202-78515 LUMP| 7500.00000 7500.00| 7500.00000 7500.00| 9232.18000 9232.18 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 203-02000 28920.000 m3 | 18.00000 520560.00| 8.00000 231360.00| 15.00000 433800.00 EXCAVATION, COMMON | | | 0010 205-02224 6269.000 m | 4.90000 30718.10| 4.90000 30718.10| 4.90000 30718.10 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02227 75.000 m | 10.00000 750.00| 30.00000 2250.00| 27.00000 2025.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0012 205-02228 15.800 m | 45.00000 711.00| 60.00000 948.00| 52.00000 821.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0013 205-02229 75.800 m | 7.42000 562.44| 7.42000 562.44| 7.42000 562.44 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 35-1139301 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02234 9.000 EACH| 60.00000 540.00| 60.00000 540.00| 60.00000 540.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02236 40.000 EACH| 50.00000 2000.00| 50.00000 2000.00| 50.00000 2000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 145.000 EACH| 30.00000 4350.00| 30.00000 4350.00| 30.00000 4350.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 206-51230 80.000 m3 | 15.00000 1200.00| 17.38000 1390.40| 10.00000 800.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0018 211-02060 8989.000 m3 | 24.00000 215736.00| 19.35000 173937.15| 23.50000 211241.50 B BORROW FOR STRUCTURE BACKFILL | | | 0019 213-52830 1295.200 m3 | 65.00000 84188.00| 97.50000 126282.00| 50.00000 64760.00 FLOWABLE MORTAR | | | 0020 303-04075 27.300 Mg | 17.26000 471.20| 15.00000 409.50| 20.98000 572.75 COMPACTED AGGREGATE, O, 73 | | | 0021 303-52308 25110.000 Mg | 12.13000 304584.30| 12.00000 301320.00| 13.80000 346518.00 COMPACTED AGGREGATE, O, 53 | | | 0022 305-05204 1336.000 Mg | 60.63000 81001.68| 65.00000 86840.00| 68.62000 91676.32 HMA FOR PATCHING | | | 0023 305-05205 466.100 Mg | 60.63000 28259.64| 78.00000 36355.80| 68.62000 31983.78 HMA FOR PATCHING, TEMPORARY | | | 0024 401-05437 41066.000 Mg | 25.24000 1036505.84| 27.50000 1129315.00| 27.00000 1108782.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0025 401-05455 16206.000 Mg | 26.29000 426055.74| 28.50000 461871.00| 29.00000 469974.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0027 402-05468 249.000 Mg | 26.57000 6615.93| 27.50000 6847.50| 26.00000 6474.00 HMA BASE 25.0 mm, MAINLINE | | | 0028 402-05475 10827.000 Mg | 26.01000 281610.27| 29.75000 322103.25| 28.00000 303156.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0029 402-05487 204.000 Mg | 33.07000 6746.28| 30.00000 6120.00| 28.50000 5814.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0030 406-05520 103.300 Mg | 231.48000 23911.88| 195.00000 20143.50| 170.00000 17561.00 ASPHALT FOR TACK COAT | | | 0031 506-06333 18.000 m2 | 66.00000 1188.00| 85.00000 1530.00| 110.00000 1980.00 PCCP PATCHING, FULL DEPTH , 150 mm | | | 0032 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-01848 2.000 EACH| 1700.00000 3400.00| 1700.00000 3400.00| 1700.00000 3400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 35-1139301 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 601-04746 3.000 EACH| 4400.00000 13200.00| 4400.00000 13200.00| 4400.00000 13200.00 ENERGY ABSORBING TERMINAL, CZ | | | 0035 601-61390 5.000 EACH| 40.00000 200.00| 40.00000 200.00| 40.00000 200.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0036 601-94689 3.000 EACH| 2300.00000 6900.00| 2300.00000 6900.00| 2300.00000 6900.00 GUARDRAIL END TREATMENT, OS | | | 0037 601-96062 49.640 m | 215.00000 10672.60| 215.00000 10672.60| 215.00000 10672.60 HANDRAIL, ALUMINUM, SCHEDULE 40, 50 mm | | | DIA. X 225 mm HIGH | | | 0038 601-99105 218.000 m | 30.00000 6540.00| 30.00000 6540.00| 30.00000 6540.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 601-99106 37.000 m | 50.00000 1850.00| 50.00000 1850.00| 50.00000 1850.00 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0040 602-06639 116.000 m | 52.30000 6066.80| 85.85000 9958.60| 50.35000 5840.60 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0041 602-06729 8.000 EACH| 8.00000 64.00| 8.00000 64.00| 8.00000 64.00 BARRIER DELINEATOR | | | 0042 604-06070 283.000 m2 | 33.00000 9339.00| 29.25000 8277.75| 22.85000 6466.55 SIDEWALK, CONCRETE | | | 0043 605-06090 492.000 m | 50.00000 24600.00| 22.35000 10996.20| 38.56000 18971.52 CURB, INTEGRAL, CONCRETE | | | 0044 605-06120 544.000 m | 51.00000 27744.00| 29.50000 16048.00| 38.97000 21199.68 CURB, CONCRETE | | | 0045 605-06155 9731.000 m | 26.00000 253006.00| 23.75000 231111.25| 25.86000 251643.66 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0046 605-06160 147.500 m | 56.00000 8260.00| 39.25000 5789.38| 36.55000 5391.13 CURB AND GUTTER, B, CONCRETE, MODIFIED | | | 0047 605-06215 1467.300 m | 55.00000 80701.50| 49.00000 71897.70| 67.05000 98382.47 CENTER CURB, D, CONCRETE | | | 0048 610-05527 1624.000 Mg | 49.05000 79657.20| 50.00000 81200.00| 66.97000 108759.28 HMA FOR APPROACHES | | | 0049 610-06257 342.000 m2 | 95.00000 32490.00| 78.50000 26847.00| 95.00000 32490.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm , MODIFIED | | | 0050 611-05330 3647.000 m2 | 45.00000 164115.00| 35.00000 127645.00| 33.75000 123086.25 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0051 611-06497 22.000 EACH| 110.00000 2420.00| 110.00000 2420.00| 110.00000 2420.00 MAILBOX ASSEMBLY, SINGLE | | | 0052 611-06498 2.000 EACH| 150.00000 300.00| 150.00000 300.00| 150.00000 300.00 MAILBOX ASSEMBLY, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 35-1139301 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 615-06500 28.000 EACH| 350.00000 9800.00| 350.00000 9800.00| 350.00000 9800.00 MONUMENT, A | | | 0054 615-06505 19.000 EACH| 350.00000 6650.00| 350.00000 6650.00| 350.00000 6650.00 MONUMENT, B | | | 0055 615-06510 4.000 EACH| 200.00000 800.00| 200.00000 800.00| 200.00000 800.00 MONUMENT, C | | | 0056 615-06515 3.000 EACH| 100.00000 300.00| 100.00000 300.00| 100.00000 300.00 MONUMENT, D | | | 0057 615-06527 3.000 EACH| 200.00000 600.00| 200.00000 600.00| 200.00000 600.00 MONUMENT, SECTION CORNER | | | 0058 616-02320 791.000 m2 | 2.90000 2293.90| 3.00000 2373.00| 2.90000 2293.90 GEOTEXTILES | | | 0059 616-05688 335.000 Mg | 32.20000 10787.00| 40.00000 13400.00| 36.50000 12227.50 RIPRAP, CLASS 1 | | | 0060 616-06405 442.000 Mg | 15.00000 6630.00| 23.00000 10166.00| 27.00000 11934.00 RIPRAP, REVETMENT | | | 0061 617-04488 1000.000 m2 | 4.00000 4000.00| 3.50000 3500.00| 3.15000 3150.00 GEOGRID, SUBGRADE | | | 0062 621-01004 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0063 621-02770 225.000 m2 | 1.96000 441.00| 1.96000 441.00| 1.96000 441.00 EROSION CONTROL BLANKET | | | 0064 621-06545 1.530 Mg | 734.00000 1123.02| 734.00000 1123.02| 734.00000 1123.02 FERTILIZER | | | 0065 621-06548 1.100 kg | 49.50000 54.45| 49.50000 54.45| 49.50000 54.45 SEED MIXTURE, CV | | | 0066 621-06554 280.500 kg | 8.88000 2490.84| 8.88000 2490.84| 8.88000 2490.84 SEED MIXTURE, U | | | 0067 621-06565 7.650 Mg | 560.00000 4284.00| 560.00000 4284.00| 560.00000 4284.00 MULCHING MATERIAL | | | 0068 621-06567 473.000 kL | 0.55000 260.15| 0.55000 260.15| 0.55000 260.15 WATER | | | 0069 621-06574 40.000 m2 | 2.86000 114.40| 2.86000 114.40| 2.86000 114.40 SODDING | | | 0070 621-06575 26153.000 m2 | 2.86000 74797.58| 2.86000 74797.58| 2.86000 74797.58 SODDING, NURSERY | | | 0071 701-96089 389.000 m | 98.50000 38316.50| 96.50000 37538.50| 98.50000 38316.50 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0072 702-51863 162.000 EACH| 7.80000 1263.60| 12.17000 1971.54| 7.80000 1263.60 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 35-1139301 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 703-51030 9184.000 kg | 1.26000 11571.84| 1.77000 16255.68| 1.26000 11571.84 REINFORCING STEEL | | | 0074 703-51032 21373.000 kg | 1.55000 33128.15| 1.33000 28426.09| 1.55000 33128.15 REINFORCING STEEL, EPOXY COATED | | | 0075 703-97936 388.000 EACH| 10.95000 4248.60| 15.18000 5889.84| 10.95000 4248.60 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0076 704-51002 137.300 m3 | 525.00000 72082.50| 650.00000 89245.00| 525.00000 72082.50 CONCRETE, C, SUPERSTRUCTURE , MODIFIED | | | 0077 706-05732 4.000 EACH| 1040.00000 4160.00| 985.85000 3943.40| 1040.00000 4160.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0078 706-51020 7.800 m3 | 850.00000 6630.00| 919.50000 7172.10| 850.00000 6630.00 CONCRETE, C, RAILING | | | 0079 707-05978 205.326 m2 | 311.50000 63959.05| 325.00000 66730.95| 311.50000 63959.05 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 1219 mm | | | 0080 709-51821 LUMP| 4480.00000 4480.00| 1652.12000 1652.12| 4480.00000 4480.00 SURFACE SEAL | | | 0081 714-26726 43.000 m | 2500.00000 107500.00| 2625.00000 112875.00| 2710.00000 116530.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2400 mm | | | 0082 714-44240 152.000 m3 | 370.00000 56240.00| 395.00000 60040.00| 370.00000 56240.00 CONCRETE, A, STRUCTURES | | | 0083 715-05024 302.600 m | 170.00000 51442.00| 198.20000 59975.32| 181.00000 54770.60 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0084 715-05048 9198.000 m | 8.00000 73584.00| 8.00000 73584.00| 9.60000 88300.80 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0085 715-05053 110.800 m | 50.00000 5540.00| 29.00000 3213.20| 60.00000 6648.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0086 715-05118 31.000 m | 80.00000 2480.00| 92.75000 2875.25| 80.00000 2480.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0087 715-05119 14.000 m | 100.00000 1400.00| 97.75000 1368.50| 91.00000 1274.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0088 715-05149 148.300 m | 90.00000 13347.00| 87.75000 13013.33| 80.00000 11864.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0089 715-05151 2722.500 m | 85.00000 231412.50| 92.25000 251150.63| 91.00000 247747.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0090 715-05152 858.800 m | 100.00000 85880.00| 101.50000 87168.20| 98.00000 84162.40 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0091 715-05154 957.800 m | 120.00000 114936.00| 123.80000 118575.64| 125.00000 119725.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0092 715-05155 77.900 m | 130.00000 10127.00| 139.30000 10851.47| 142.00000 11061.80 PIPE, TYPE 2, CIRCULAR, 675 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 35-1139301 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 715-05156 796.200 m | 140.00000 111468.00| 150.05000 119469.81| 157.00000 125003.40 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0094 715-05157 94.900 m | 170.00000 16133.00| 178.20000 16911.18| 175.00000 16607.50 PIPE, TYPE 2, CIRCULAR, 825 mm | | | 0095 715-05169 24.000 m | 90.00000 2160.00| 78.25000 1878.00| 91.00000 2184.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0096 715-05203 106.000 m | 50.00000 5300.00| 50.00000 5300.00| 68.00000 7208.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0097 715-46000 1.000 EACH| 300.00000 300.00| 180.00000 180.00| 450.00000 450.00 PIPE END SECTION, 300 mm | | | 0098 715-46005 11.000 EACH| 350.00000 3850.00| 180.00000 1980.00| 500.00000 5500.00 PIPE END SECTION, 375 mm | | | 0099 715-46010 2.000 EACH| 400.00000 800.00| 210.00000 420.00| 550.00000 1100.00 PIPE END SECTION, 450 mm | | | 0100 715-93404 38.000 m | 125.00000 4750.00| 200.00000 7600.00| 132.00000 5016.00 PIPE, PVC, SEWER, 200 mm | | | 0101 718-06532 1000.000 m | 3.00000 3000.00| 1.00000 1000.00| 3.50000 3500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0102 718-52610 1763.000 m3 | 30.00000 52890.00| 31.40000 55358.20| 30.00000 52890.00 AGGREGATE FOR UNDERDRAINS | | | 0103 718-99153 28403.000 m2 | 1.00000 28403.00| 1.20000 34083.60| 1.25000 35503.75 GEOTEXTILES FOR UNDERDRAIN | | | 0104 720-03988 4.000 EACH| 7500.00000 30000.00| 2600.00000 10400.00| 9295.00000 37180.00 MANHOLE, J4, DROP | | | 0105 720-44000 11.000 EACH| 300.00000 3300.00| 210.00000 2310.00| 680.00000 7480.00 CASTING, ADJUST TO GRADE | | | 0106 720-45010 1.000 EACH| 1600.00000 1600.00| 1020.00000 1020.00| 1600.00000 1600.00 INLET, A3 | | | 0107 720-45030 20.000 EACH| 1250.00000 25000.00| 700.00000 14000.00| 800.00000 16000.00 INLET, E7 | | | 0108 720-45035 10.000 EACH| 1250.00000 12500.00| 700.00000 7000.00| 1000.00000 10000.00 INLET, F7 | | | 0109 720-45040 1.000 EACH| 2500.00000 2500.00| 2200.00000 2200.00| 2200.00000 2200.00 INLET, G7 | | | 0110 720-45045 76.000 EACH| 1400.00000 106400.00| 1015.00000 77140.00| 1500.00000 114000.00 INLET, J10 | | | 0111 720-45055 40.000 EACH| 1300.00000 52000.00| 1015.00000 40600.00| 1200.00000 48000.00 INLET, M10 | | | 0112 720-45069 1.000 EACH| 2000.00000 2000.00| 1600.00000 1600.00| 2100.00000 2100.00 INLET, P12 | | | 0113 720-45270 1.000 EACH| 1000.00000 1000.00| 800.00000 800.00| 900.00000 900.00 PIPE CATCH BASIN, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 35-1139301 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 720-45410 47.000 EACH| 1600.00000 75200.00| 1200.00000 56400.00| 1200.00000 56400.00 MANHOLE, C4 | | | 0115 720-45510 6.000 EACH| 1750.00000 10500.00| 1500.00000 9000.00| 1500.00000 9000.00 MANHOLE, C4, MODIFIED | | | 0116 720-90129 2.000 EACH| 2400.00000 4800.00| 2000.00000 4000.00| 2300.00000 4600.00 MANHOLE, J2 | | | 0117 720-90129 1.000 EACH| 2850.00000 2850.00| 2400.00000 2400.00| 2800.00000 2800.00 MANHOLE, J2 DROP | | | 0118 720-92409 4.000 EACH| 2800.00000 11200.00| 3250.00000 13000.00| 2600.00000 10400.00 MANHOLE, J2, MODIFIED | | | 0119 720-94612 2.000 EACH| 3200.00000 6400.00| 3500.00000 7000.00| 3075.00000 6150.00 MANHOLE, K4 | | | 0120 720-95422 15.000 EACH| 2750.00000 41250.00| 2200.00000 33000.00| 2600.00000 39000.00 MANHOLE, J4 | | | 0121 720-97865 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1400.00000 1400.00 MANHOLE, C2, MODIFIED | | | 0122 720-98174 6.000 EACH| 1500.00000 9000.00| 1500.00000 9000.00| 1500.00000 9000.00 INLET, B15 | | | 0123 720-98555 8.000 EACH| 1700.00000 13600.00| 1500.00000 12000.00| 1600.00000 12800.00 INLET, C15 | | | 0124 801-04308 2.000 EACH| 425.00000 850.00| 570.00000 1140.00| 650.00000 1300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0125 801-06203 10302.000 m | 0.35000 3605.70| 0.45000 4635.90| 0.60000 6181.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0126 801-06207 6534.000 m | 3.00000 19602.00| 3.00000 19602.00| 2.92000 19079.28 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0127 801-06605 5.000 EACH| 110.00000 550.00| 210.00000 1050.00| 200.00000 1000.00 BARRICADE, IIIA | | | 0128 801-06606 30.000 EACH| 115.00000 3450.00| 255.00000 7650.00| 300.00000 9000.00 BARRICADE, IIIB | | | 0129 801-06640 58.000 EACH| 120.00000 6960.00| 236.00000 13688.00| 200.00000 11600.00 CONSTRUCTION SIGN, A | | | 0130 801-06645 6.000 EACH| 45.00000 270.00| 45.00000 270.00| 45.00000 270.00 CONSTRUCTION SIGN, B | | | 0131 801-06710 30.000 DAY | 18.00000 540.00| 20.00000 600.00| 20.00000 600.00 FLASHING ARROW SIGN | | | 0132 801-06775 LUMP| 51735.00000 51735.00| 305689.76000 305689.76| 200000.00000 200000.00 MAINTAINING TRAFFIC | | | 0133 802-05701 144.500 m | 45.00000 6502.50| 45.00000 6502.50| 36.55000 5281.48 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 35-1139301 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 802-76025 29.460 m2 | 187.00000 5509.02| 187.00000 5509.02| 149.30000 4398.38 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0135 802-76035 27.490 m2 | 245.00000 6735.05| 245.00000 6735.05| 146.07000 4015.46 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0136 802-76045 9.640 m2 | 170.00000 1638.80| 170.00000 1638.80| 168.68000 1626.08 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0137 805-01815 15.000 EACH| 1200.00000 18000.00| 1200.00000 18000.00| 1736.42000 26046.30 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0138 805-01842 70.000 EACH| 600.00000 42000.00| 600.00000 42000.00| 787.90000 55153.00 HANDHOLE, SIGNAL | | | 0140 805-01885 2.000 EACH| 1025.00000 2050.00| 1025.00000 2050.00| 1376.12000 2752.24 MAST ARM, 9.1 m | | | 0141 805-02087 LUMP| 1200.00000 1200.00| 1200.00000 1200.00| 1182.29000 1182.29 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0142 805-02658 551.000 m | 4.40000 2424.40| 4.40000 2424.40| 5.41000 2980.91 CABLE, COAXIAL | | | 0143 805-02799 6.000 EACH| 885.00000 5310.00| 885.00000 5310.00| 1302.91000 7817.46 MAST ARM, 7.6 m | | | 0144 805-04782 2.000 EACH| 24000.00000 48000.00| 24000.00000 48000.00| 20625.06000 41250.12 VIDEO VEHICLE DETECTOR SYSTEM | | | 0145 805-06592 6596.000 m | 30.00000 197880.00| 30.00000 197880.00| 29.46000 194318.16 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0146 805-78100 5.000 EACH| 8900.00000 44500.00| 8900.00000 44500.00| 9032.05000 45160.25 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0147 805-78205 33.000 EACH| 396.00000 13068.00| 396.00000 13068.00| 411.94000 13594.02 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0148 805-78230 13.000 EACH| 590.00000 7670.00| 590.00000 7670.00| 672.65000 8744.45 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0149 805-78415 20.000 EACH| 1450.00000 29000.00| 1450.00000 29000.00| 1122.55000 22451.00 SPAN, CATENARY, AND TETHER | | | 0150 805-78420 20.000 EACH| 180.00000 3600.00| 180.00000 3600.00| 224.83000 4496.60 DISCONNECT HANGER | | | 0151 805-78445 5.000 EACH| 475.00000 2375.00| 475.00000 2375.00| 322.87000 1614.35 SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 35-1139301 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0152 805-78467 80.000 m | 5.00000 400.00| 5.00000 400.00| 7.28000 582.40 SIGNAL CABLE, 3C 8GA. | | | 0153 805-78470 3268.000 m | 0.75000 2451.00| 0.75000 2451.00| 0.36000 1176.48 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0154 805-78480 551.000 m | 2.50000 1377.50| 2.50000 1377.50| 4.56000 2512.56 SIGNAL CABLE, 3C 14GA. | | | 0155 805-78485 502.000 m | 3.00000 1506.00| 3.00000 1506.00| 6.50000 3263.00 SIGNAL CABLE, 5C 14GA. | | | 0156 805-78490 1070.000 m | 4.00000 4280.00| 4.00000 4280.00| 6.33000 6773.10 SIGNAL CABLE, 7C 14GA. | | | 0157 805-78510 1595.000 m | 2.90000 4625.50| 2.90000 4625.50| 3.84000 6124.80 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0158 805-78785 21.000 EACH| 475.00000 9975.00| 475.00000 9975.00| 753.52000 15823.92 SIGNAL DETECTOR HOUSING | | | 0159 805-78795 832.000 m | 28.00000 23296.00| 28.00000 23296.00| 22.77000 18944.64 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0160 805-78925 5.000 EACH| 540.00000 2700.00| 540.00000 2700.00| 201.76000 1008.80 CONTROLLER CABINET FOUNDATION, P1 | | | 0161 805-81032 11.000 EACH| 2400.00000 26400.00| 2400.00000 26400.00| 2360.21000 25962.31 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0162 805-81060 8.000 EACH| 3200.00000 25600.00| 3200.00000 25600.00| 2761.91000 22095.28 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0163 805-86920 201.000 EACH| 15.00000 3015.00| 15.00000 3015.00| 19.25000 3869.25 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0164 805-86930 161.000 EACH| 13.00000 2093.00| 13.00000 2093.00| 13.93000 2242.73 INSULATING LINK, NOT WATERPROOFED | | | 0165 805-86935 4.000 EACH| 18.00000 72.00| 18.00000 72.00| 15.35000 61.40 INSULATING LINK, WATERPROOFED | | | 0166 805-90516 2.000 EACH| 110.00000 220.00| 110.00000 220.00| 91.54000 183.08 SIGNAL DETECTOR HOUSING EXTENDER | | | 0167 805-92951 2.000 EACH| 675.00000 1350.00| 675.00000 1350.00| 448.11000 896.22 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0168 805-98335 4489.960 m | 13.75000 61736.95| 13.75000 61736.95| 14.73000 66137.11 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0169 805-98336 628.140 m | 13.75000 8636.93| 13.75000 8636.93| 25.07000 15747.47 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0170 807-02191 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 650.81000 650.81 HANDHOLE, LIGHTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 35-1139301 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0171 807-02193 65.000 EACH| 740.00000 48100.00| 740.00000 48100.00| 717.08000 46610.20 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0172 807-02782 10.000 EACH| 320.00000 3200.00| 320.00000 3200.00| 757.38000 7573.80 LUMINAIRE MAST ARM, 3.7 m | | | 0173 807-03051 296.200 m | 0.45000 133.29| 0.45000 133.29| 2.36000 699.03 LIGHT CABLE, 1C 10GA. | | | 0174 807-04652 3.000 EACH| 2800.00000 8400.00| 2800.00000 8400.00| 2958.06000 8874.18 SERVICE POINT , TYPE II | | | 0175 807-83704 2.000 EACH| 942.00000 1884.00| 942.00000 1884.00| 886.63000 1773.26 LIGHT POLE, 11.6 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0176 807-83748 3.000 EACH| 990.00000 2970.00| 990.00000 2970.00| 870.14000 2610.42 LIGHT POLE, 12.2 m E.M.H., 2.4 m MAST | | | ARM, ANCHOR BASE | | | 0177 807-83756 15.000 EACH| 1053.00000 15795.00| 1053.00000 15795.00| 1004.04000 15060.60 LIGHT POLE, 12.2 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0178 807-83800 1.000 EACH| 1134.00000 1134.00| 1134.00000 1134.00| 949.45000 949.45 LIGHT POLE, 12.8 m E.M.H., 2.4 m MAST | | | ARM, ANCHOR BASE | | | 0179 807-83808 6.000 EACH| 1221.00000 7326.00| 1221.00000 7326.00| 984.47000 5906.82 LIGHT POLE, 12.8 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0180 807-84696 2.000 EACH| 1084.00000 2168.00| 1084.00000 2168.00| 979.33000 1958.66 LIGHT POLE, 11.6 m E.M.H., 2.4 m MAST | | | ARM, TRANSFORMER BASE | | | 0181 807-84704 2.000 EACH| 1117.00000 2234.00| 1117.00000 2234.00| 1016.41000 2032.82 LIGHT POLE, 11.6 m E.M.H., 3.7 m MAST | | | ARM, TRANSFORMER BASE | | | 0182 807-84748 4.000 EACH| 1139.00000 4556.00| 1139.00000 4556.00| 993.75000 3975.00 LIGHT POLE, 12.2 m E.M.H., 2.4 m MAST | | | ARM, TRANSFORMER BASE | | | 0183 807-84756 9.000 EACH| 1234.00000 11106.00| 1234.00000 11106.00| 1027.73000 9249.57 LIGHT POLE, 12.2 m E.M.H., 3.8 m MAST | | | ARM, TRANSFORMER BASE | | | 0184 807-84800 3.000 EACH| 1251.00000 3753.00| 1251.00000 3753.00| 1072.02000 3216.06 LIGHT POLE, 12.8 m E.M.H., 2.4 m MAST | | | ARM, TRANSFORMER BASE | | | 0185 807-84808 17.000 EACH| 1263.00000 21471.00| 1263.00000 21471.00| 1107.04000 18819.68 LIGHT POLE, 12.8 m E.M.H., 3.7 m MAST | | | ARM, TRANSFORMER BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 35-1139301 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0186 807-84860 1.000 EACH| 1305.00000 1305.00| 1305.00000 1305.00| 1125.58000 1125.58 LIGHT POLE, 13.4 m E.M.H., 3.7 m MAST | | | ARM, TRANSFORMER BASE | | | 0187 807-84912 1.000 EACH| 1349.00000 1349.00| 1349.00000 1349.00| 1237.85000 1237.85 LIGHT POLE, 14.0 m E.M.H., 3.7 m MAST | | | ARM, TRANSFORMER BASE | | | 0188 807-86615 35.000 EACH| 230.00000 8050.00| 230.00000 8050.00| 215.48000 7541.80 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0189 807-86620 41.000 EACH| 240.00000 9840.00| 240.00000 9840.00| 176.95000 7254.95 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0190 807-86910 76.000 EACH| 27.00000 2052.00| 27.00000 2052.00| 30.97000 2353.72 CONNECTOR KIT, UNFUSED | | | 0191 807-86915 76.000 EACH| 45.00000 3420.00| 45.00000 3420.00| 32.07000 2437.32 CONNECTOR KIT, FUSED | | | 0192 807-86955 28.000 EACH| 60.00000 1680.00| 60.00000 1680.00| 111.99000 3135.72 CABLE DUCT MARKER | | | 0193 808-06701 2070.000 m | 0.70000 1449.00| 0.65000 1345.50| 0.77000 1593.90 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0194 808-06703 3360.000 m | 0.70000 2352.00| 0.65000 2184.00| 0.77000 2587.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0195 808-06716 1116.000 m | 3.40000 3794.40| 3.40000 3794.40| 1.50000 1674.00 LINE, REMOVE | | | 0196 808-75051 30.000 m | 4.80000 144.00| 2.75000 82.50| 4.80000 144.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0197 808-75054 30.000 m | 4.80000 144.00| 2.75000 82.50| 4.80000 144.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0198 808-75067 39.000 m | 30.00000 1170.00| 21.30000 830.70| 30.00000 1170.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0199 808-75245 10506.000 m | 0.70000 7354.20| 0.65000 6828.90| 0.77000 8089.62 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0200 808-75260 65.000 m | 4.00000 260.00| 3.80000 247.00| 4.00000 260.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0201 808-75278 1748.000 m | 4.00000 6992.00| 3.80000 6642.40| 4.00000 6992.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 35-1139301 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0202 808-75297 335.000 m | 8.50000 2847.50| 7.30000 2445.50| 8.50000 2847.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0203 808-75300 167.200 m | 2.50000 418.00| 2.20000 367.84| 2.50000 418.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0204 808-75320 102.000 EACH| 39.00000 3978.00| 29.00000 2958.00| 44.00000 4488.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0205 808-75325 99.000 EACH| 54.00000 5346.00| 48.00000 4752.00| 60.00000 5940.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0206 105-07040 24.000 MOS | 1600.00000 38400.00| 2600.00000 62400.00| 3300.00000 79200.00 FIELD OFFICE, C | | | 0207 108-01614 LUMP| 11575.00000 11575.00| 11575.00000 11575.00| 11575.00000 11575.00 PARTNERING OVERHEAD | | | 0208 211-02060 625.000 m3 | 30.00000 18750.00| 15.00000 9375.00| 23.50000 14687.50 B BORROW FOR STRUCTURE BACKFILL , WATER | | | MAIN EXTENSION | | | 0209 305-60400 1410.000 Mg | 14.61000 20600.10| 15.00000 21150.00| 13.80000 19458.00 COMPACTED AGGREGATE FOR PATCHING , O, 53| | | 0210 401-05456 7359.000 Mg | 35.55000 261612.45| 45.00000 331155.00| 40.00000 294360.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0211 713-96951 2.000 EACH| 1000.00000 2000.00| 330.00000 660.00| 1280.00000 2560.00 TEMPORARY BLOW OFF ON 200 mm RESTRAINED | | | JOINT TEE | | | 0212 713-96951 1.000 EACH| 2000.00000 2000.00| 350.00000 350.00| 2190.00000 2190.00 TEMPORARY BLOW OFF 0N 300 mm RESTRAINED | | | JOINT TEE | | | 0213 715-01336 3.000 EACH| 2500.00000 7500.00| 1000.00000 3000.00| 1870.00000 5610.00 GATE VALVE, 300 mm | | | 0214 715-02187 4.000 EACH| 250.00000 1000.00| 100.00000 400.00| 500.00000 2000.00 WATER VALVE BOX, ADJUST | | | 0215 715-04703 6.000 EACH| 500.00000 3000.00| 310.00000 1860.00| 530.00000 3180.00 BEND ,DUCTILE IRON,300 mm,22.5 DEG, | | | RESTRAINED | | | 0216 715-04703 5.000 EACH| 550.00000 2750.00| 310.00000 1550.00| 580.00000 2900.00 BEND ,DUCTILE IRON,300mm,11.25 DEG, | | | RESTRAINED | | | 0217 715-92874 780.000 m | 5.00000 3900.00| 2.50000 1950.00| 3.50000 2730.00 PIPE ENCASEMENT ,POLYETHYLENE WRAP OF | | | DUCTILE IRON WATER MAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 35-1139301 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0218 715-96670 210.000 m | 130.00000 27300.00| 112.20000 23562.00| 155.00000 32550.00 WATER MAIN, DUCTILE IRON, 300 mm , | | | RESTRAINED | | | 0219 715-96670 491.000 m | 120.00000 58920.00| 95.50000 46890.50| 145.00000 71195.00 WATER MAIN, DUCTILE IRON, 300 mm , | | | UNRESTRAINED | | | 0220 715-96671 43.000 m | 115.00000 4945.00| 91.25000 3923.75| 110.00000 4730.00 WATER MAIN, DUCTILE IRON, 200 mm , | | | RESTRAINED | | | 0221 715-96671 35.000 m | 105.00000 3675.00| 80.80000 2828.00| 103.00000 3605.00 WATER MAIN, DUCTILE IRON, 200 mm , | | | UNRESTRAINED | | | 0222 719-96677 2.000 EACH| 800.00000 1600.00| 420.00000 840.00| 1050.00000 2100.00 TEE, RESTRAINED, 300 mm X 200 mm | | | 0223 732-93357 1.000 EACH| 2500.00000 2500.00| 1850.00000 1850.00| 2900.00000 2900.00 FIRE HYDRANT ASSEMBLY, III , ON 200 mm | | | RESTRAINED JOINT TEE | | | 0224 732-93357 4.000 EACH| 3000.00000 12000.00| 1950.00000 7800.00| 3500.00000 14000.00 FIRE HYDRANT ASSEMBLY, III , ON 300 mm | | | RESTRAINED JOINT TEE | | | 0225 720-97008 2.000 EACH| 1500.00000 3000.00| 500.00000 1000.00| 2600.00000 5200.00 FIRE HYDRANT ASSEMBLY, RELOCATE | | | 0226 732-03073 1.000 EACH| 1000.00000 1000.00| 630.00000 630.00| 1185.00000 1185.00 CROSS , RESTRAINED, 300 mm X 300 mm | | | 0227 732-03074 1.000 EACH| 700.00000 700.00| 260.00000 260.00| 1040.00000 1040.00 REDUCER DUCTILE IRON, 300 mm X 200 mm, | | | RESTRAINED | | | 0228 732-04187 2.000 EACH| 350.00000 700.00| 310.00000 620.00| 445.00000 890.00 BEND, DUCTILE IRON, 300 mm, 45 DEG. | | | 0229 732-04188 2.000 EACH| 300.00000 600.00| 100.00000 200.00| 500.00000 1000.00 PLUG, DUCTILE IRON, 300 mm | | | 0230 732-04189 1.000 EACH| 200.00000 200.00| 80.00000 80.00| 340.00000 340.00 PLUG, DUCTILE IRON, 200 mm | | | 0231 732-04836 3.000 EACH| 1000.00000 3000.00| 650.00000 1950.00| 900.00000 2700.00 GATE VALVE , 200 mm | | | 0232 732-04987 1.000 EACH| 2000.00000 2000.00| 400.00000 400.00| 3000.00000 3000.00 CONNECTION ,NO. 1 TO EXISTING 300 mm | | | VALVE | | | 0233 732-04987 1.000 EACH| 2000.00000 2000.00| 400.00000 400.00| 3000.00000 3000.00 CONNECTION , NO. 2 TO EXISTING 300mm | | | VALVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1016737 |(3) 35-1139301 |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0234 732-04987 1.000 EACH| 2000.00000 2000.00| 750.00000 750.00| 3000.00000 3000.00 CONNECTION , NO. 3 TO EXISTING 300 mm | | | VALVE | | | 0235 805-04982 4420.000 m | 4.25000 18785.00| 4.25000 18785.00| 7.58000 33503.60 CABLE SIGNAL, INTERCONNECT, 24C/19 | | | 0236 207-06499 1760.000 m2 | 6.10000 10736.00| 12.30000 21648.00| 8.40000 14784.00 SUBGRADE TREATMENT | | | SECTION TOTALS | $ 7,797,013.33| $ 7,950,000.00| $ 8,352,120.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,797,013.33| $ 7,950,000.00| $ 8,352,120.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0002 105-06845 LUMP| 225000.00000 225000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 400000.00000 400000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 85000.00000 85000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 1814.000 m2 | 5.50000 9977.00| | PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 82000.00000 82000.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 27962.000 m2 | 4.00000 111848.00| | SURFACE MILLING, ASPHALT | | | 0008 202-78515 LUMP| 10000.00000 10000.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 203-02000 28920.000 m3 | 15.00000 433800.00| | EXCAVATION, COMMON | | | 0010 205-02224 6269.000 m | 5.00000 31345.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02227 75.000 m | 8.00000 600.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0012 205-02228 15.800 m | 10.50000 165.90| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0013 205-02229 75.800 m | 8.00000 606.40| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02234 9.000 EACH| 65.00000 585.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02236 40.000 EACH| 52.00000 2080.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 145.000 EACH| 32.00000 4640.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 206-51230 80.000 m3 | 17.38000 1390.40| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 211-02060 8989.000 m3 | 15.00000 134835.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0019 213-52830 1295.200 m3 | 90.00000 116568.00| | FLOWABLE MORTAR | | | 0020 303-04075 27.300 Mg | 13.00000 354.90| | COMPACTED AGGREGATE, O, 73 | | | 0021 303-52308 25110.000 Mg | 13.00000 326430.00| | COMPACTED AGGREGATE, O, 53 | | | 0022 305-05204 1336.000 Mg | 75.00000 100200.00| | HMA FOR PATCHING | | | 0023 305-05205 466.100 Mg | 75.00000 34957.50| | HMA FOR PATCHING, TEMPORARY | | | 0024 401-05437 41066.000 Mg | 34.00000 1396244.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0025 401-05455 16206.000 Mg | 35.00000 567210.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0027 402-05468 249.000 Mg | 35.00000 8715.00| | HMA BASE 25.0 mm, MAINLINE | | | 0028 402-05475 10827.000 Mg | 34.00000 368118.00| | HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0029 402-05487 204.000 Mg | 35.00000 7140.00| | HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0030 406-05520 103.300 Mg | 250.00000 25825.00| | ASPHALT FOR TACK COAT | | | 0031 506-06333 18.000 m2 | 100.00000 1800.00| | PCCP PATCHING, FULL DEPTH , 150 mm | | | 0032 601-01522 4.000 EACH| 1300.00000 5200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-01848 2.000 EACH| 1800.00000 3600.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0034 601-04746 3.000 EACH| 3000.00000 9000.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0035 601-61390 5.000 EACH| 44.00000 220.00| | GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0036 601-94689 3.000 EACH| 2500.00000 7500.00| | GUARDRAIL END TREATMENT, OS | | | 0037 601-96062 49.640 m | 125.00000 6205.00| | HANDRAIL, ALUMINUM, SCHEDULE 40, 50 mm | | | DIA. X 225 mm HIGH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 601-99105 218.000 m | 32.00000 6976.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 601-99106 37.000 m | 55.00000 2035.00| | GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0040 602-06639 116.000 m | 94.44000 10955.04| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0041 602-06729 8.000 EACH| 8.00000 64.00| | BARRIER DELINEATOR | | | 0042 604-06070 283.000 m2 | 33.00000 9339.00| | SIDEWALK, CONCRETE | | | 0043 605-06090 492.000 m | 24.00000 11808.00| | CURB, INTEGRAL, CONCRETE | | | 0044 605-06120 544.000 m | 32.00000 17408.00| | CURB, CONCRETE | | | 0045 605-06155 9731.000 m | 26.00000 253006.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0046 605-06160 147.500 m | 42.00000 6195.00| | CURB AND GUTTER, B, CONCRETE, MODIFIED | | | 0047 605-06215 1467.300 m | 60.00000 88038.00| | CENTER CURB, D, CONCRETE | | | 0048 610-05527 1624.000 Mg | 56.00000 90944.00| | HMA FOR APPROACHES | | | 0049 610-06257 342.000 m2 | 90.00000 30780.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm , MODIFIED | | | 0050 611-05330 3647.000 m2 | 42.00000 153174.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0051 611-06497 22.000 EACH| 115.00000 2530.00| | MAILBOX ASSEMBLY, SINGLE | | | 0052 611-06498 2.000 EACH| 155.00000 310.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0053 615-06500 28.000 EACH| 375.00000 10500.00| | MONUMENT, A | | | 0054 615-06505 19.000 EACH| 375.00000 7125.00| | MONUMENT, B | | | 0055 615-06510 4.000 EACH| 210.00000 840.00| | MONUMENT, C | | | 0056 615-06515 3.000 EACH| 105.00000 315.00| | MONUMENT, D | | | 0057 615-06527 3.000 EACH| 220.00000 660.00| | MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 616-02320 791.000 m2 | 2.25000 1779.75| | GEOTEXTILES | | | 0059 616-05688 335.000 Mg | 30.00000 10050.00| | RIPRAP, CLASS 1 | | | 0060 616-06405 442.000 Mg | 30.00000 13260.00| | RIPRAP, REVETMENT | | | 0061 617-04488 1000.000 m2 | 3.00000 3000.00| | GEOGRID, SUBGRADE | | | 0062 621-01004 2.000 EACH| 715.00000 1430.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0063 621-02770 225.000 m2 | 2.00000 450.00| | EROSION CONTROL BLANKET | | | 0064 621-06545 1.530 Mg | 800.00000 1224.00| | FERTILIZER | | | 0065 621-06548 1.100 kg | 50.00000 55.00| | SEED MIXTURE, CV | | | 0066 621-06554 280.500 kg | 9.50000 2664.75| | SEED MIXTURE, U | | | 0067 621-06565 7.650 Mg | 615.00000 4704.75| | MULCHING MATERIAL | | | 0068 621-06567 473.000 kL | 0.60000 283.80| | WATER | | | 0069 621-06574 40.000 m2 | 3.15000 126.00| | SODDING | | | 0070 621-06575 26153.000 m2 | 3.15000 82381.95| | SODDING, NURSERY | | | 0071 701-96089 389.000 m | 105.00000 40845.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0072 702-51863 162.000 EACH| 14.00000 2268.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0073 703-51030 9184.000 kg | 2.00000 18368.00| | REINFORCING STEEL | | | 0074 703-51032 21373.000 kg | 1.50000 32059.50| | REINFORCING STEEL, EPOXY COATED | | | 0075 703-97936 388.000 EACH| 17.00000 6596.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0076 704-51002 137.300 m3 | 715.00000 98169.50| | CONCRETE, C, SUPERSTRUCTURE , MODIFIED | | | 0077 706-05732 4.000 EACH| 1100.00000 4400.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 706-51020 7.800 m3 | 900.00000 7020.00| | CONCRETE, C, RAILING | | | 0079 707-05978 205.326 m2 | 358.00000 73506.71| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 1219 mm | | | 0080 709-51821 LUMP| 2000.00000 2000.00| | SURFACE SEAL | | | 0081 714-26726 43.000 m | 3000.00000 129000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 2400 mm | | | 0082 714-44240 152.000 m3 | 435.00000 66120.00| | CONCRETE, A, STRUCTURES | | | 0083 715-05024 302.600 m | 165.00000 49929.00| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0084 715-05048 9198.000 m | 3.30000 30353.40| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0085 715-05053 110.800 m | 22.00000 2437.60| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0086 715-05118 31.000 m | 135.00000 4185.00| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0087 715-05119 14.000 m | 150.00000 2100.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0088 715-05149 148.300 m | 90.00000 13347.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0089 715-05151 2722.500 m | 100.00000 272250.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0090 715-05152 858.800 m | 110.00000 94468.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0091 715-05154 957.800 m | 120.00000 114936.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0092 715-05155 77.900 m | 125.00000 9737.50| | PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0093 715-05156 796.200 m | 150.00000 119430.00| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0094 715-05157 94.900 m | 200.00000 18980.00| | PIPE, TYPE 2, CIRCULAR, 825 mm | | | 0095 715-05169 24.000 m | 120.00000 2880.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0096 715-05203 106.000 m | 80.00000 8480.00| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0097 715-46000 1.000 EACH| 160.00000 160.00| | PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 715-46005 11.000 EACH| 160.00000 1760.00| | PIPE END SECTION, 375 mm | | | 0099 715-46010 2.000 EACH| 200.00000 400.00| | PIPE END SECTION, 450 mm | | | 0100 715-93404 38.000 m | 90.00000 3420.00| | PIPE, PVC, SEWER, 200 mm | | | 0101 718-06532 1000.000 m | 1.55000 1550.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0102 718-52610 1763.000 m3 | 16.50000 29089.50| | AGGREGATE FOR UNDERDRAINS | | | 0103 718-99153 28403.000 m2 | 2.20000 62486.60| | GEOTEXTILES FOR UNDERDRAIN | | | 0104 720-03988 4.000 EACH| 2600.00000 10400.00| | MANHOLE, J4, DROP | | | 0105 720-44000 11.000 EACH| 225.00000 2475.00| | CASTING, ADJUST TO GRADE | | | 0106 720-45010 1.000 EACH| 1400.00000 1400.00| | INLET, A3 | | | 0107 720-45030 20.000 EACH| 1500.00000 30000.00| | INLET, E7 | | | 0108 720-45035 10.000 EACH| 2600.00000 26000.00| | INLET, F7 | | | 0109 720-45040 1.000 EACH| 2800.00000 2800.00| | INLET, G7 | | | 0110 720-45045 76.000 EACH| 1500.00000 114000.00| | INLET, J10 | | | 0111 720-45055 40.000 EACH| 1500.00000 60000.00| | INLET, M10 | | | 0112 720-45069 1.000 EACH| 2100.00000 2100.00| | INLET, P12 | | | 0113 720-45270 1.000 EACH| 1500.00000 1500.00| | PIPE CATCH BASIN, 450 mm | | | 0114 720-45410 47.000 EACH| 1500.00000 70500.00| | MANHOLE, C4 | | | 0115 720-45510 6.000 EACH| 1900.00000 11400.00| | MANHOLE, C4, MODIFIED | | | 0116 720-90129 2.000 EACH| 2400.00000 4800.00| | MANHOLE, J2 | | | 0117 720-90129 1.000 EACH| 2800.00000 2800.00| | MANHOLE, J2 DROP | | | 0118 720-92409 4.000 EACH| 2500.00000 10000.00| | MANHOLE, J2, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 720-94612 2.000 EACH| 3400.00000 6800.00| | MANHOLE, K4 | | | 0120 720-95422 15.000 EACH| 2500.00000 37500.00| | MANHOLE, J4 | | | 0121 720-97865 1.000 EACH| 1700.00000 1700.00| | MANHOLE, C2, MODIFIED | | | 0122 720-98174 6.000 EACH| 2100.00000 12600.00| | INLET, B15 | | | 0123 720-98555 8.000 EACH| 2100.00000 16800.00| | INLET, C15 | | | 0124 801-04308 2.000 EACH| 600.00000 1200.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0125 801-06203 10302.000 m | 0.50000 5151.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0126 801-06207 6534.000 m | 3.00000 19602.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0127 801-06605 5.000 EACH| 115.00000 575.00| | BARRICADE, IIIA | | | 0128 801-06606 30.000 EACH| 275.00000 8250.00| | BARRICADE, IIIB | | | 0129 801-06640 58.000 EACH| 245.00000 14210.00| | CONSTRUCTION SIGN, A | | | 0130 801-06645 6.000 EACH| 45.00000 270.00| | CONSTRUCTION SIGN, B | | | 0131 801-06710 30.000 DAY | 21.00000 630.00| | FLASHING ARROW SIGN | | | 0132 801-06775 LUMP| 200000.00000 200000.00| | MAINTAINING TRAFFIC | | | 0133 802-05701 144.500 m | 46.00000 6647.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0134 802-76025 29.460 m2 | 190.00000 5597.40| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0135 802-76035 27.490 m2 | 245.00000 6735.05| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0136 802-76045 9.640 m2 | 180.00000 1735.20| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 805-01815 15.000 EACH| 2000.00000 30000.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0138 805-01842 70.000 EACH| 900.00000 63000.00| | HANDHOLE, SIGNAL | | | 0140 805-01885 2.000 EACH| 1200.00000 2400.00| | MAST ARM, 9.1 m | | | 0141 805-02087 LUMP| 1325.00000 1325.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0142 805-02658 551.000 m | 5.00000 2755.00| | CABLE, COAXIAL | | | 0143 805-02799 6.000 EACH| 1450.00000 8700.00| | MAST ARM, 7.6 m | | | 0144 805-04782 2.000 EACH| 24000.00000 48000.00| | VIDEO VEHICLE DETECTOR SYSTEM | | | 0145 805-06592 6596.000 m | 31.00000 204476.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0146 805-78100 5.000 EACH| 9500.00000 47500.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0147 805-78205 33.000 EACH| 450.00000 14850.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0148 805-78230 13.000 EACH| 750.00000 9750.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0149 805-78415 20.000 EACH| 1450.00000 29000.00| | SPAN, CATENARY, AND TETHER | | | 0150 805-78420 20.000 EACH| 200.00000 4000.00| | DISCONNECT HANGER | | | 0151 805-78445 5.000 EACH| 360.00000 1800.00| | SIGNAL SERVICE | | | 0152 805-78467 80.000 m | 5.50000 440.00| | SIGNAL CABLE, 3C 8GA. | | | 0153 805-78470 3268.000 m | 0.40000 1307.20| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0154 805-78480 551.000 m | 5.00000 2755.00| | SIGNAL CABLE, 3C 14GA. | | | 0155 805-78485 502.000 m | 7.00000 3514.00| | SIGNAL CABLE, 5C 14GA. | | | 0156 805-78490 1070.000 m | 7.00000 7490.00| | SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0157 805-78510 1595.000 m | 4.00000 6380.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0158 805-78785 21.000 EACH| 500.00000 10500.00| | SIGNAL DETECTOR HOUSING | | | 0159 805-78795 832.000 m | 25.00000 20800.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0160 805-78925 5.000 EACH| 220.00000 1100.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0161 805-81032 11.000 EACH| 2500.00000 27500.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0162 805-81060 8.000 EACH| 3200.00000 25600.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0163 805-86920 201.000 EACH| 17.00000 3417.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0164 805-86930 161.000 EACH| 14.00000 2254.00| | INSULATING LINK, NOT WATERPROOFED | | | 0165 805-86935 4.000 EACH| 18.00000 72.00| | INSULATING LINK, WATERPROOFED | | | 0166 805-90516 2.000 EACH| 100.00000 200.00| | SIGNAL DETECTOR HOUSING EXTENDER | | | 0167 805-92951 2.000 EACH| 675.00000 1350.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0168 805-98335 4489.960 m | 14.00000 62859.44| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0169 805-98336 628.140 m | 14.00000 8793.96| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0170 807-02191 1.000 EACH| 700.00000 700.00| | HANDHOLE, LIGHTING | | | 0171 807-02193 65.000 EACH| 800.00000 52000.00| | LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0172 807-02782 10.000 EACH| 750.00000 7500.00| | LUMINAIRE MAST ARM, 3.7 m | | | 0173 807-03051 296.200 m | 0.55000 162.91| | LIGHT CABLE, 1C 10GA. | | | 0174 807-04652 3.000 EACH| 3200.00000 9600.00| | SERVICE POINT , TYPE II | | | 0175 807-83704 2.000 EACH| 950.00000 1900.00| | LIGHT POLE, 11.6 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0176 807-83748 3.000 EACH| 950.00000 2850.00| | LIGHT POLE, 12.2 m E.M.H., 2.4 m MAST | | | ARM, ANCHOR BASE | | | 0177 807-83756 15.000 EACH| 1100.00000 16500.00| | LIGHT POLE, 12.2 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0178 807-83800 1.000 EACH| 1100.00000 1100.00| | LIGHT POLE, 12.8 m E.M.H., 2.4 m MAST | | | ARM, ANCHOR BASE | | | 0179 807-83808 6.000 EACH| 1300.00000 7800.00| | LIGHT POLE, 12.8 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0180 807-84696 2.000 EACH| 1200.00000 2400.00| | LIGHT POLE, 11.6 m E.M.H., 2.4 m MAST | | | ARM, TRANSFORMER BASE | | | 0181 807-84704 2.000 EACH| 1200.00000 2400.00| | LIGHT POLE, 11.6 m E.M.H., 3.7 m MAST | | | ARM, TRANSFORMER BASE | | | 0182 807-84748 4.000 EACH| 1200.00000 4800.00| | LIGHT POLE, 12.2 m E.M.H., 2.4 m MAST | | | ARM, TRANSFORMER BASE | | | 0183 807-84756 9.000 EACH| 1300.00000 11700.00| | LIGHT POLE, 12.2 m E.M.H., 3.8 m MAST | | | ARM, TRANSFORMER BASE | | | 0184 807-84800 3.000 EACH| 1300.00000 3900.00| | LIGHT POLE, 12.8 m E.M.H., 2.4 m MAST | | | ARM, TRANSFORMER BASE | | | 0185 807-84808 17.000 EACH| 1240.00000 21080.00| | LIGHT POLE, 12.8 m E.M.H., 3.7 m MAST | | | ARM, TRANSFORMER BASE | | | 0186 807-84860 1.000 EACH| 1305.00000 1305.00| | LIGHT POLE, 13.4 m E.M.H., 3.7 m MAST | | | ARM, TRANSFORMER BASE | | | 0187 807-84912 1.000 EACH| 1350.00000 1350.00| | LIGHT POLE, 14.0 m E.M.H., 3.7 m MAST | | | ARM, TRANSFORMER BASE | | | 0188 807-86615 35.000 EACH| 230.00000 8050.00| | LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0189 807-86620 41.000 EACH| 240.00000 9840.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 807-86910 76.000 EACH| 30.00000 2280.00| | CONNECTOR KIT, UNFUSED | | | 0191 807-86915 76.000 EACH| 45.00000 3420.00| | CONNECTOR KIT, FUSED | | | 0192 807-86955 28.000 EACH| 120.00000 3360.00| | CABLE DUCT MARKER | | | 0193 808-06701 2070.000 m | 0.70000 1449.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0194 808-06703 3360.000 m | 0.70000 2352.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0195 808-06716 1116.000 m | 1.55000 1729.80| | LINE, REMOVE | | | 0196 808-75051 30.000 m | 3.45000 103.50| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0197 808-75054 30.000 m | 3.00000 90.00| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0198 808-75067 39.000 m | 22.00000 858.00| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0199 808-75245 10506.000 m | 0.70000 7354.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0200 808-75260 65.000 m | 4.00000 260.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0201 808-75278 1748.000 m | 4.00000 6992.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0202 808-75297 335.000 m | 8.00000 2680.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0203 808-75300 167.200 m | 2.35000 392.92| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0204 808-75320 102.000 EACH| 31.00000 3162.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0205 808-75325 99.000 EACH| 51.00000 5049.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0206 105-07040 24.000 MOS | 2500.00000 60000.00| | FIELD OFFICE, C | | | 0207 108-01614 LUMP| 15000.00000 15000.00| | PARTNERING OVERHEAD | | | 0208 211-02060 625.000 m3 | 14.00000 8750.00| | B BORROW FOR STRUCTURE BACKFILL , WATER | | | MAIN EXTENSION | | | 0209 305-60400 1410.000 Mg | 13.00000 18330.00| | COMPACTED AGGREGATE FOR PATCHING , O, 53| | | 0210 401-05456 7359.000 Mg | 45.00000 331155.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0211 713-96951 2.000 EACH| 1000.00000 2000.00| | TEMPORARY BLOW OFF ON 200 mm RESTRAINED | | | JOINT TEE | | | 0212 713-96951 1.000 EACH| 1000.00000 1000.00| | TEMPORARY BLOW OFF 0N 300 mm RESTRAINED | | | JOINT TEE | | | 0213 715-01336 3.000 EACH| 1200.00000 3600.00| | GATE VALVE, 300 mm | | | 0214 715-02187 4.000 EACH| 90.00000 360.00| | WATER VALVE BOX, ADJUST | | | 0215 715-04703 6.000 EACH| 300.00000 1800.00| | BEND ,DUCTILE IRON,300 mm,22.5 DEG, | | | RESTRAINED | | | 0216 715-04703 5.000 EACH| 300.00000 1500.00| | BEND ,DUCTILE IRON,300mm,11.25 DEG, | | | RESTRAINED | | | 0217 715-92874 780.000 m | 3.00000 2340.00| | PIPE ENCASEMENT ,POLYETHYLENE WRAP OF | | | DUCTILE IRON WATER MAINS | | | 0218 715-96670 210.000 m | 75.00000 15750.00| | WATER MAIN, DUCTILE IRON, 300 mm , | | | RESTRAINED | | | 0219 715-96670 491.000 m | 75.00000 36825.00| | WATER MAIN, DUCTILE IRON, 300 mm , | | | UNRESTRAINED | | | 0220 715-96671 43.000 m | 77.00000 3311.00| | WATER MAIN, DUCTILE IRON, 200 mm , | | | RESTRAINED | | | 0221 715-96671 35.000 m | 77.00000 2695.00| | WATER MAIN, DUCTILE IRON, 200 mm , | | | UNRESTRAINED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 201 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,573,117.43 ROUTE : F184 CALL ORDER : 201 CONTRACT ID : R -25745-A COUNTIES : ALLEN LETTING DATE : 08/14/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0222 719-96677 2.000 EACH| 500.00000 1000.00| | TEE, RESTRAINED, 300 mm X 200 mm | | | 0223 732-93357 1.000 EACH| 2300.00000 2300.00| | FIRE HYDRANT ASSEMBLY, III , ON 200 mm | | | RESTRAINED JOINT TEE | | | 0224 732-93357 4.000 EACH| 2400.00000 9600.00| | FIRE HYDRANT ASSEMBLY, III , ON 300 mm | | | RESTRAINED JOINT TEE | | | 0225 720-97008 2.000 EACH| 800.00000 1600.00| | FIRE HYDRANT ASSEMBLY, RELOCATE | | | 0226 732-03073 1.000 EACH| 700.00000 700.00| | CROSS , RESTRAINED, 300 mm X 300 mm | | | 0227 732-03074 1.000 EACH| 500.00000 500.00| | REDUCER DUCTILE IRON, 300 mm X 200 mm, | | | RESTRAINED | | | 0228 732-04187 2.000 EACH| 350.00000 700.00| | BEND, DUCTILE IRON, 300 mm, 45 DEG. | | | 0229 732-04188 2.000 EACH| 200.00000 400.00| | PLUG, DUCTILE IRON, 300 mm | | | 0230 732-04189 1.000 EACH| 200.00000 200.00| | PLUG, DUCTILE IRON, 200 mm | | | 0231 732-04836 3.000 EACH| 1200.00000 3600.00| | GATE VALVE , 200 mm | | | 0232 732-04987 1.000 EACH| 2500.00000 2500.00| | CONNECTION ,NO. 1 TO EXISTING 300 mm | | | VALVE | | | 0233 732-04987 1.000 EACH| 2500.00000 2500.00| | CONNECTION , NO. 2 TO EXISTING 300mm | | | VALVE | | | 0234 732-04987 1.000 EACH| 2500.00000 2500.00| | CONNECTION , NO. 3 TO EXISTING 300 mm | | | VALVE | | | 0235 805-04982 4420.000 m | 8.00000 35360.00| | CABLE SIGNAL, INTERCONNECT, 24C/19 | | | 0236 207-06499 1760.000 m2 | 8.00000 14080.00| | SUBGRADE TREATMENT | | | SECTION TOTALS | $ 8,806,797.03| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,806,797.03| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 70 CALL ORDER : 221 CONTRACT ID : R -25769-A COUNTIES : HANCOCK MARION LETTING DATE : 08/14/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0703220 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0908125 STRAWSER, INC. $ 324,360.20 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,222.88 ROUTE : SR 66 CALL ORDER : 231 CONTRACT ID : R -25770-A COUNTIES : WARRICK LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 12/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 006500P SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 36,329.50 100.0000% 2 35-1595689 ONYX PAVING COMPANY, INC. $ 38,365.05 105.6030% 3 35-1284120 KOBERSTEIN TRUCKING $ 51,759.06 142.4711% 4 35-1801998 CLR, INC. $ 58,058.43 159.8107% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1595689 |(3) 35-1284120 |YARDBERRY LANDSCAPE |ONYX PAVING COMPANY, INC. |KOBERSTEIN TRUCKING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| 13690.00000 13690.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 50 | | | 0002 202-03000 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 18735.00000 18735.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 55 | | | 0003 202-03000 LUMP| 6000.00000 6000.00| 12000.00000 12000.00| 12200.00000 12200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 8 | | | 0005 621-01004 1.000 EACH| 700.00000 700.00| 665.00000 665.00| 1500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 0.907 Mg | 500.00000 453.50| 650.00000 589.55| 600.00000 544.20 FERTILIZER | | | 0007 621-06554 190.000 kg | 6.00000 1140.00| 8.90000 1691.00| 8.00000 1520.00 SEED MIXTURE, U | | | 0008 621-06565 4.500 Mg | 300.00000 1350.00| 455.00000 2047.50| 525.00000 2362.50 MULCHING MATERIAL | | | 0009 202-03729 13.720 m | 50.00000 686.00| 100.00000 1372.00| 88.00000 1207.36 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | SECTION TOTALS | $ 36,329.50| $ 38,365.05| $ 51,759.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 36,329.50| $ 38,365.05| $ 51,759.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,222.88 ROUTE : SR 66 CALL ORDER : 231 CONTRACT ID : R -25770-A COUNTIES : WARRICK LETTING DATE : 08/14/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 | | |CLR, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 9950.00000 9950.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 50 | | | 0002 202-03000 LUMP| 27000.00000 27000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 55 | | | 0003 202-03000 LUMP| 17000.00000 17000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 8 | | | 0005 621-01004 1.000 EACH| 455.00000 455.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0006 621-06545 0.907 Mg | 990.00000 897.93| | FERTILIZER | | | 0007 621-06554 190.000 kg | 4.35000 826.50| | SEED MIXTURE, U | | | 0008 621-06565 4.500 Mg | 200.00000 900.00| | MULCHING MATERIAL | | | 0009 202-03729 13.720 m | 75.00000 1029.00| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | SECTION TOTALS | $ 58,058.43| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 58,058.43| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 251 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,879.01 ROUTE : 48 CALL ORDER : 251 CONTRACT ID : R -25815-A COUNTIES : DEARBORN LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 501500F SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1568035 HOLMAN EXCAVATING $ 5,620.01 100.0000% 2 35-1549010 MCALISTER EXCAVATING CO $ 12,675.00 225.5334% 3 35-1874009 HAUER EXCAVATING $ 15,940.50 283.6382% 4 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 20,035.00 356.4940% 5 35-1817574 YARDBERRY LANDSCAPE $ 20,650.00 367.4370% 6 35-1595689 ONYX PAVING COMPANY, INC. $ 23,300.00 414.5900% ==================================================================================================================================== |(1) 35-1568035 |(2) 35-1549010 |(3) 35-1874009 |HOLMAN EXCAVATING |MCALISTER EXCAVATING CO |HAUER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATION | | | 0001 202-03000 LUMP| 2150.00000 2150.00| 7000.00000 7000.00| 10438.00000 10438.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 47 | | | 0002 621-01004 3.000 EACH| 316.67000 950.01| 50.00000 150.00| 350.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 1.500 Mg | 300.00000 450.00| 300.00000 450.00| 285.00000 427.50 FERTILIZER | | | 0004 621-06554 300.000 kg | 1.00000 300.00| 3.50000 1050.00| 3.30000 990.00 SEED MIXTURE, U | | | 0005 621-06565 9.000 Mg | 30.00000 270.00| 225.00000 2025.00| 115.00000 1035.00 MULCHING MATERIAL | | | 0006 202-03000 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 49 | | | SECTION TOTALS | $ 5,620.01| $ 12,675.00| $ 15,940.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,620.01| $ 12,675.00| $ 15,940.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 251 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,879.01 ROUTE : 48 CALL ORDER : 251 CONTRACT ID : R -25815-A COUNTIES : DEARBORN LETTING DATE : 08/14/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2032723 |(5) 35-1817574 |(6) 35-1595689 |L M S ENVIRONMENTAL CONTRACT|YARDBERRY LANDSCAPE |ONYX PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATION | | | 0001 202-03000 LUMP| 7800.00000 7800.00| 12000.00000 12000.00| 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 47 | | | 0002 621-01004 3.000 EACH| 665.00000 1995.00| 300.00000 900.00| 700.00000 2100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 1.500 Mg | 650.00000 975.00| 500.00000 750.00| 700.00000 1050.00 FERTILIZER | | | 0004 621-06554 300.000 kg | 8.90000 2670.00| 6.00000 1800.00| 9.00000 2700.00 SEED MIXTURE, U | | | 0005 621-06565 9.000 Mg | 455.00000 4095.00| 300.00000 2700.00| 500.00000 4500.00 MULCHING MATERIAL | | | 0006 202-03000 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 950.00000 950.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 49 | | | SECTION TOTALS | $ 20,035.00| $ 20,650.00| $ 23,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 20,035.00| $ 20,650.00| $ 23,300.00 ====================================================================================================================================