INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 101 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 513,874.65 ROUTE : 250 CALL ORDER : 101 CONTRACT ID : R -25254-A COUNTIES : JACKSON LETTING DATE : 12/18/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 403600F SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 388,474.24 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 424,829.15 109.3583% 3 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 457,240.39 117.7015% 4 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 508,606.21 130.9240% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 511,216.17 131.5958% 6 35-1991044 JOHNSON COMPANY INC. $ 533,243.74 137.2661% 7 35-0999231 HUNT PAVING COMPANY, INC. $ 654,264.57 168.4190% 8 35-1673827 HENDERSON, H.E., INC. $ 703,664.61 181.1354% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2070195 |(3) 35-2032723 |O'MARA, DAVE CONTRACTOR |ALPHA EXCAVATING & LANDSCAPI|L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 8500.00000 8500.00| 15500.00000 15500.00| 8049.38000 8049.38 CONSTRUCTION ENGINEERING | | | 0002 105-07040 5.000 MOS | 900.00000 4500.00| 1850.00000 9250.00| 1191.89000 5959.45 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 14900.00000 14900.00| 21583.00000 21583.00| 16384.70000 16384.70 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-05821 0.740 STA | 2500.00000 1850.00| 2000.00000 1480.00| 10414.15000 7706.47 CLEARING AND GRUBBING | | | 0005 202-02240 35.000 m2 | 20.00000 700.00| 5.25000 183.75| 80.97000 2833.95 PAVEMENT, REMOVE , DRIVEWAYS | | | 0006 202-02286 1.000 EACH| 5500.00000 5500.00| 8000.00000 8000.00| 14435.88000 14435.88 PRESENT STRUCTURE, REMOVE | | | 0007 202-93047 1.000 EACH| 500.00000 500.00| 395.00000 395.00| 2823.61000 2823.61 MANHOLE, REMOVE | | | 0008 202-96133 40.000 m | 12.50000 500.00| 32.50000 1300.00| 174.85000 6994.00 PIPE, REMOVE SANITARY SEWER | | | 0009 203-02020 579.000 m3 | 15.00000 8685.00| 13.00000 7527.00| 15.47000 8957.13 EXCAVATION, UNCLASSIFIED | | | 0010 203-02070 1357.550 m3 | 18.00000 24435.90| 18.50000 25114.68| 17.24000 23404.16 BORROW | | | 0011 205-06937 250.000 m | 5.50000 1375.00| 3.49000 872.50| 3.74000 935.00 TEMPORARY SILT FENCE | | | 0012 211-07454 838.000 m3 | 15.00000 12570.00| 20.90000 17514.20| 25.06000 21000.28 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 101 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 513,874.65 ROUTE : 250 CALL ORDER : 101 CONTRACT ID : R -25254-A COUNTIES : JACKSON LETTING DATE : 12/18/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2070195 |(3) 35-2032723 |O'MARA, DAVE CONTRACTOR |ALPHA EXCAVATING & LANDSCAPI|L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-52308 799.000 Mg | 24.00000 19176.00| 18.30000 14621.70| 16.65000 13303.35 COMPACTED AGGREGATE, O, 53 | | | 0014 304-07490 179.000 Mg | 69.00000 12351.00| 100.00000 17900.00| 115.16000 20613.64 HMA PATCHING, TYPE B | | | 0015 402-07433 376.200 Mg | 44.00000 16552.80| 51.30000 19299.06| 54.67000 20566.85 HMA TYPE B, SURFACE | | | 0016 402-07438 287.000 Mg | 42.00000 12054.00| 41.75000 11982.25| 48.08000 13798.96 HMA TYPE B, INTERMEDIATE | | | 0017 402-07440 88.000 Mg | 39.00000 3432.00| 40.00000 3520.00| 46.06000 4053.28 HMA TYPE A, BASE | | | 0018 402-07441 677.000 Mg | 39.00000 26403.00| 38.55000 26098.35| 40.02000 27093.54 HMA TYPE B, BASE | | | 0019 402-07451 235.000 Mg | 42.00000 9870.00| 36.50000 8577.50| 42.03000 9877.05 HMA, TYPE B, WEDGE AND LEVEL | | | 0020 404-05512 487.000 m2 | 3.00000 1461.00| 3.75000 1826.25| 4.32000 2103.84 SEAL COAT, 3 | | | 0021 406-05520 2.250 Mg | 250.00000 562.50| 200.00000 450.00| 230.32000 518.22 ASPHALT FOR TACK COAT | | | 0022 603-03692 59.000 m | 15.00000 885.00| 38.56000 2275.04| 6.74000 397.66 FENCE, WOOD REMOVE | | | 0023 603-04460 50.000 m | 49.00000 2450.00| 38.56000 1928.00| 75.54000 3777.00 FENCE, WOOD SPLIT RAIL | | | 0024 610-07487 73.000 Mg | 89.00000 6497.00| 75.00000 5475.00| 86.37000 6305.01 HMA FOR APPROACHES, TYPE B | | | 0025 611-05330 43.360 m2 | 49.00000 2124.64| 44.40000 1925.18| 45.89000 1989.79 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0026 611-95023 1.000 EACH| 50.00000 50.00| 125.00000 125.00| 130.83000 130.83 MAILBOX ASSEMBLY, RESET | | | 0027 615-06490 19.000 EACH| 100.00000 1900.00| 95.00000 1805.00| 109.08000 2072.52 RIGHT OF WAY MARKER | | | 0028 615-06505 2.000 EACH| 500.00000 1000.00| 495.00000 990.00| 570.94000 1141.88 MONUMENT, B | | | 0029 616-02320 204.000 m2 | 2.00000 408.00| 1.95000 397.80| 1.80000 367.20 GEOTEXTILES | | | 0030 616-05688 51.400 Mg | 22.00000 1130.80| 23.95000 1231.03| 22.00000 1130.80 RIPRAP, CLASS 1 | | | 0031 616-05689 73.400 Mg | 22.00000 1614.80| 22.95000 1684.53| 19.69000 1445.25 RIPRAP, CLASS 2 | | | 0032 621-01004 1.000 EACH| 500.00000 500.00| 1400.00000 1400.00| 731.26000 731.26 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 101 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 513,874.65 ROUTE : 250 CALL ORDER : 101 CONTRACT ID : R -25254-A COUNTIES : JACKSON LETTING DATE : 12/18/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2070195 |(3) 35-2032723 |O'MARA, DAVE CONTRACTOR |ALPHA EXCAVATING & LANDSCAPI|L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-02363 3786.000 m2 | 0.30000 1135.80| 0.42000 1590.12| 0.44000 1665.84 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0034 621-06575 3786.000 m2 | 3.75000 14197.50| 3.48000 13175.28| 4.15000 15711.90 SODDING, NURSERY | | | 0035 622-05651 4.000 EACH| 275.00000 1100.00| 1025.00000 4100.00| 558.52000 2234.08 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0036 714-03437 31.600 m2 | 775.00000 24490.00| 696.20000 21999.92| 524.01000 16558.72 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0037 714-26707 110.100 m | 900.00000 99090.00| 928.00000 102172.80| 1177.42000 129633.94 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1800 mm | | | 0038 715-01841 10.000 m | 100.00000 1000.00| 350.00000 3500.00| 141.35000 1413.50 PIPE, DUCTILE IRON, 375 mm FOR CASING | | | 0039 715-01973 LUMP| 500.00000 500.00| 1500.00000 1500.00| 1669.80000 1669.80 TESTING SEWER SYSTEM | | | 0040 715-02628 3.000 EACH| 300.00000 900.00| 295.00000 885.00| 316.50000 949.50 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0041 715-02963 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 3454.75000 3454.75 TEMPORARY SANITARY SEWAGE PUMPING | | | 0042 715-03584 1.000 EACH| 350.00000 350.00| 375.00000 375.00| 410.75000 410.75 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0043 715-05123 12.000 m | 300.00000 3600.00| 93.00000 1116.00| 133.95000 1607.40 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0044 715-05168 7.000 m | 75.00000 525.00| 68.00000 476.00| 74.35000 520.45 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0045 715-05169 136.000 m | 77.00000 10472.00| 69.95000 9513.20| 57.75000 7854.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0046 715-05171 4.000 m | 435.00000 1740.00| 83.50000 334.00| 93.38000 373.52 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0047 715-05408 40.000 m | 120.00000 4800.00| 88.00000 3520.00| 86.16000 3446.40 PIPE, SANITARY SEWER, 200 mm | | | 0048 715-46005 1.000 EACH| 175.00000 175.00| 350.00000 350.00| 195.35000 195.35 PIPE END SECTION, 375 mm | | | 0049 720-44000 4.000 EACH| 375.00000 1500.00| 450.00000 1800.00| 218.45000 873.80 CASTING, ADJUST TO GRADE | | | 0050 720-45075 3.000 EACH| 1250.00000 3750.00| 1485.00000 4455.00| 1458.80000 4376.40 INLET, R13 | | | 0051 720-45410 1.000 EACH| 1150.00000 1150.00| 1500.00000 1500.00| 1788.02000 1788.02 MANHOLE, C4 | | | 0052 722-60824 604.000 m2 | 2.50000 1510.00| 4.30000 2597.20| 2.30000 1389.20 SURFACE MILLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 101 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 513,874.65 ROUTE : 250 CALL ORDER : 101 CONTRACT ID : R -25254-A COUNTIES : JACKSON LETTING DATE : 12/18/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2070195 |(3) 35-2032723 |O'MARA, DAVE CONTRACTOR |ALPHA EXCAVATING & LANDSCAPI|L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-04308 3.000 EACH| 200.00000 600.00| 195.00000 585.00| 224.56000 673.68 ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06605 8.000 EACH| 200.00000 1600.00| 300.00000 2400.00| 115.16000 921.28 BARRICADE, IIIA | | | 0055 801-06625 5.000 EACH| 85.00000 425.00| 180.00000 900.00| 92.13000 460.65 DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 2.000 EACH| 85.00000 170.00| 85.00000 170.00| 97.89000 195.78 CONSTRUCTION SIGN, A | | | 0057 801-06645 4.000 EACH| 40.00000 160.00| 40.00000 160.00| 46.06000 184.24 CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP| 3500.00000 3500.00| 8000.00000 8000.00| 2712.72000 2712.72 MAINTAINING TRAFFIC | | | 0059 802-76035 1.740 m2 | 225.00000 391.50| 214.12000 372.57| 246.58000 429.05 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0060 802-76055 12.000 m | 14.00000 168.00| 12.96000 155.52| 14.93000 179.16 SIGN POST, A | | | 0061 802-94715 LUMP| 600.00000 600.00| 585.00000 585.00| 516.45000 516.45 SIGNS, SHEET, REMOVE AND RESET | | | 0062 808-06713 530.000 m | 1.00000 530.00| 0.92000 487.60| 3.48000 1844.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06714 236.000 m | 1.00000 236.00| 0.92000 217.12| 3.48000 821.28 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0064 808-75998 13.000 EACH| 90.00000 1170.00| 85.00000 1105.00| 97.88000 1272.44 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 388,474.24| $ 424,829.15| $ 457,240.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 388,474.24| $ 424,829.15| $ 457,240.39 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 101 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 513,874.65 ROUTE : 250 CALL ORDER : 101 CONTRACT ID : R -25254-A COUNTIES : JACKSON LETTING DATE : 12/18/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1004746 |(5) 35-1618530 |(6) 35-1991044 |TEMPLE & TEMPLE EXCAVATING |AMERICAN CONTRACTING & SERVI|JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 8925.00000 8925.00| 12000.00000 12000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 5.000 MOS | 1200.00000 6000.00| 1250.00000 6250.00| 1800.00000 9000.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 25560.00000 25560.00| 28000.00000 28000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-05821 0.740 STA | 11000.00000 8140.00| 2500.00000 1850.00| 7000.00000 5180.00 CLEARING AND GRUBBING | | | 0005 202-02240 35.000 m2 | 30.00000 1050.00| 7.00000 245.00| 41.00000 1435.00 PAVEMENT, REMOVE , DRIVEWAYS | | | 0006 202-02286 1.000 EACH| 5000.00000 5000.00| 5500.00000 5500.00| 11000.00000 11000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-93047 1.000 EACH| 765.00000 765.00| 500.00000 500.00| 500.00000 500.00 MANHOLE, REMOVE | | | 0008 202-96133 40.000 m | 16.00000 640.00| 24.00000 960.00| 50.00000 2000.00 PIPE, REMOVE SANITARY SEWER | | | 0009 203-02020 579.000 m3 | 20.00000 11580.00| 22.00000 12738.00| 14.00000 8106.00 EXCAVATION, UNCLASSIFIED | | | 0010 203-02070 1357.550 m3 | 20.00000 27151.00| 19.00000 25793.45| 19.00000 25793.45 BORROW | | | 0011 205-06937 250.000 m | 5.40000 1350.00| 3.60000 900.00| 5.50000 1375.00 TEMPORARY SILT FENCE | | | 0012 211-07454 838.000 m3 | 28.50000 23883.00| 29.00000 24302.00| 25.00000 20950.00 STRUCTURE BACKFILL | | | 0013 303-52308 799.000 Mg | 21.00000 16779.00| 27.00000 21573.00| 17.00000 13583.00 COMPACTED AGGREGATE, O, 53 | | | 0014 304-07490 179.000 Mg | 78.75000 14096.25| 105.00000 18795.00| 140.00000 25060.00 HMA PATCHING, TYPE B | | | 0015 402-07433 376.200 Mg | 51.45000 19355.49| 50.00000 18810.00| 53.90000 20277.18 HMA TYPE B, SURFACE | | | 0016 402-07438 287.000 Mg | 50.40000 14464.80| 43.00000 12341.00| 52.80000 15153.60 HMA TYPE B, INTERMEDIATE | | | 0017 402-07440 88.000 Mg | 62.50000 5500.00| 42.00000 3696.00| 65.50000 5764.00 HMA TYPE A, BASE | | | 0018 402-07441 677.000 Mg | 38.85000 26301.45| 37.00000 25049.00| 40.70000 27553.90 HMA TYPE B, BASE | | | 0019 402-07451 235.000 Mg | 52.50000 12337.50| 38.00000 8930.00| 55.00000 12925.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0020 404-05512 487.000 m2 | 3.65000 1777.55| 4.00000 1948.00| 2.85000 1387.95 SEAL COAT, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 101 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 513,874.65 ROUTE : 250 CALL ORDER : 101 CONTRACT ID : R -25254-A COUNTIES : JACKSON LETTING DATE : 12/18/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1004746 |(5) 35-1618530 |(6) 35-1991044 |TEMPLE & TEMPLE EXCAVATING |AMERICAN CONTRACTING & SERVI|JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05520 2.250 Mg | 262.50000 590.63| 200.00000 450.00| 275.00000 618.75 ASPHALT FOR TACK COAT | | | 0022 603-03692 59.000 m | 19.00000 1121.00| 17.00000 1003.00| 18.70000 1103.30 FENCE, WOOD REMOVE | | | 0023 603-04460 50.000 m | 68.25000 3412.50| 65.00000 3250.00| 70.40000 3520.00 FENCE, WOOD SPLIT RAIL | | | 0024 610-07487 73.000 Mg | 102.90000 7511.70| 77.00000 5621.00| 107.80000 7869.40 HMA FOR APPROACHES, TYPE B | | | 0025 611-05330 43.360 m2 | 85.00000 3685.60| 72.00000 3121.92| 60.00000 2601.60 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0026 611-95023 1.000 EACH| 136.50000 136.50| 60.00000 60.00| 100.00000 100.00 MAILBOX ASSEMBLY, RESET | | | 0027 615-06490 19.000 EACH| 100.00000 1900.00| 95.00000 1805.00| 124.30000 2361.70 RIGHT OF WAY MARKER | | | 0028 615-06505 2.000 EACH| 520.00000 1040.00| 503.00000 1006.00| 533.50000 1067.00 MONUMENT, B | | | 0029 616-02320 204.000 m2 | 3.00000 612.00| 3.25000 663.00| 5.00000 1020.00 GEOTEXTILES | | | 0030 616-05688 51.400 Mg | 33.00000 1696.20| 31.00000 1593.40| 30.50000 1567.70 RIPRAP, CLASS 1 | | | 0031 616-05689 73.400 Mg | 32.00000 2348.80| 31.00000 2275.40| 30.50000 2238.70 RIPRAP, CLASS 2 | | | 0032 621-01004 1.000 EACH| 667.00000 667.00| 600.00000 600.00| 698.50000 698.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-02363 3786.000 m2 | 0.34000 1287.24| 0.45000 1703.70| 0.35000 1325.10 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0034 621-06575 3786.000 m2 | 3.80000 14386.80| 3.75000 14197.50| 4.70000 17794.20 SODDING, NURSERY | | | 0035 622-05651 4.000 EACH| 510.00000 2040.00| 900.00000 3600.00| 533.50000 2134.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0036 714-03437 31.600 m2 | 600.00000 18960.00| 850.00000 26860.00| 555.00000 17538.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0037 714-26707 110.100 m | 1590.00000 175059.00| 1400.00000 154140.00| 1312.00000 144451.20 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1800 mm | | | 0038 715-01841 10.000 m | 17.00000 170.00| 300.00000 3000.00| 300.00000 3000.00 PIPE, DUCTILE IRON, 375 mm FOR CASING | | | 0039 715-01973 LUMP| 485.00000 485.00| 1200.00000 1200.00| 6000.00000 6000.00 TESTING SEWER SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 101 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 513,874.65 ROUTE : 250 CALL ORDER : 101 CONTRACT ID : R -25254-A COUNTIES : JACKSON LETTING DATE : 12/18/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1004746 |(5) 35-1618530 |(6) 35-1991044 |TEMPLE & TEMPLE EXCAVATING |AMERICAN CONTRACTING & SERVI|JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 715-02628 3.000 EACH| 425.00000 1275.00| 535.00000 1605.00| 400.00000 1200.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0041 715-02963 LUMP| 500.00000 500.00| 1900.00000 1900.00| 9000.00000 9000.00 TEMPORARY SANITARY SEWAGE PUMPING | | | 0042 715-03584 1.000 EACH| 525.00000 525.00| 640.00000 640.00| 510.00000 510.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0043 715-05123 12.000 m | 285.00000 3420.00| 230.00000 2760.00| 120.00000 1440.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0044 715-05168 7.000 m | 155.00000 1085.00| 100.00000 700.00| 100.00000 700.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0045 715-05169 136.000 m | 145.00000 19720.00| 140.00000 19040.00| 100.00000 13600.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0046 715-05171 4.000 m | 230.00000 920.00| 130.00000 520.00| 200.00000 800.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0047 715-05408 40.000 m | 85.00000 3400.00| 98.00000 3920.00| 200.00000 8000.00 PIPE, SANITARY SEWER, 200 mm | | | 0048 715-46005 1.000 EACH| 385.00000 385.00| 450.00000 450.00| 305.00000 305.00 PIPE END SECTION, 375 mm | | | 0049 720-44000 4.000 EACH| 260.00000 1040.00| 400.00000 1600.00| 410.00000 1640.00 CASTING, ADJUST TO GRADE | | | 0050 720-45075 3.000 EACH| 1350.00000 4050.00| 1400.00000 4200.00| 1500.00000 4500.00 INLET, R13 | | | 0051 720-45410 1.000 EACH| 1225.00000 1225.00| 1800.00000 1800.00| 1920.00000 1920.00 MANHOLE, C4 | | | 0052 722-60824 604.000 m2 | 4.50000 2718.00| 6.00000 3624.00| 4.00000 2416.00 SURFACE MILLING | | | 0053 801-04308 3.000 EACH| 205.00000 615.00| 225.00000 675.00| 165.00000 495.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06605 8.000 EACH| 210.00000 1680.00| 230.00000 1840.00| 82.50000 660.00 BARRICADE, IIIA | | | 0055 801-06625 5.000 EACH| 85.00000 425.00| 85.00000 425.00| 104.50000 522.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 2.000 EACH| 89.00000 178.00| 90.00000 180.00| 137.50000 275.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 4.000 EACH| 42.00000 168.00| 45.00000 180.00| 38.50000 154.00 CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0059 802-76035 1.740 m2 | 225.00000 391.50| 220.00000 382.80| 198.00000 344.52 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 101 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 513,874.65 ROUTE : 250 CALL ORDER : 101 CONTRACT ID : R -25254-A COUNTIES : JACKSON LETTING DATE : 12/18/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1004746 |(5) 35-1618530 |(6) 35-1991044 |TEMPLE & TEMPLE EXCAVATING |AMERICAN CONTRACTING & SERVI|JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 802-76055 12.000 m | 14.00000 168.00| 14.00000 168.00| 17.27000 207.24 SIGN POST, A | | | 0061 802-94715 LUMP| 614.00000 614.00| 650.00000 650.00| 412.50000 412.50 SIGNS, SHEET, REMOVE AND RESET | | | 0062 808-06713 530.000 m | 0.95000 503.50| 1.00000 530.00| 1.00000 530.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06714 236.000 m | 0.95000 224.20| 1.00000 236.00| 1.00000 236.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0064 808-75998 13.000 EACH| 90.00000 1170.00| 100.00000 1300.00| 101.75000 1322.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 508,606.21| $ 511,216.17| $ 533,243.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 508,606.21| $ 511,216.17| $ 533,243.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 101 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 513,874.65 ROUTE : 250 CALL ORDER : 101 CONTRACT ID : R -25254-A COUNTIES : JACKSON LETTING DATE : 12/18/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 |(8) 35-1673827 | |HUNT PAVING COMPANY, INC. |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 9570.00000 9570.00| 24499.60000 24499.60| CONSTRUCTION ENGINEERING | | | 0002 105-07040 5.000 MOS | 2810.00000 14050.00| 2225.91000 11129.55| FIELD OFFICE, C | | | 0003 110-01001 LUMP| 32650.00000 32650.00| 68260.00000 68260.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-05821 0.740 STA | 13050.00000 9657.00| 8611.37000 6372.41| CLEARING AND GRUBBING | | | 0005 202-02240 35.000 m2 | 20.00000 700.00| 75.89000 2656.15| PAVEMENT, REMOVE , DRIVEWAYS | | | 0006 202-02286 1.000 EACH| 18330.00000 18330.00| 8336.40000 8336.40| PRESENT STRUCTURE, REMOVE | | | 0007 202-93047 1.000 EACH| 840.00000 840.00| 701.23000 701.23| MANHOLE, REMOVE | | | 0008 202-96133 40.000 m | 170.00000 6800.00| 141.43000 5657.20| PIPE, REMOVE SANITARY SEWER | | | 0009 203-02020 579.000 m3 | 130.00000 75270.00| 36.16000 20936.64| EXCAVATION, UNCLASSIFIED | | | 0010 203-02070 1357.550 m3 | 13.00000 17648.15| 33.97000 46115.97| BORROW | | | 0011 205-06937 250.000 m | 2.10000 525.00| 3.68000 920.00| TEMPORARY SILT FENCE | | | 0012 211-07454 838.000 m3 | 54.00000 45252.00| 31.23000 26170.74| STRUCTURE BACKFILL | | | 0013 303-52308 799.000 Mg | 18.00000 14382.00| 28.79000 23003.21| COMPACTED AGGREGATE, O, 53 | | | 0014 304-07490 179.000 Mg | 84.00000 15036.00| 103.30000 18490.70| HMA PATCHING, TYPE B | | | 0015 402-07433 376.200 Mg | 55.00000 20691.00| 59.85000 22515.57| HMA TYPE B, SURFACE | | | 0016 402-07438 287.000 Mg | 54.00000 15498.00| 55.65000 15971.55| HMA TYPE B, INTERMEDIATE | | | 0017 402-07440 88.000 Mg | 67.00000 5896.00| 54.60000 4804.80| HMA TYPE A, BASE | | | 0018 402-07441 677.000 Mg | 42.00000 28434.00| 48.42000 32780.34| HMA TYPE B, BASE | | | 0019 402-07451 235.000 Mg | 56.00000 13160.00| 59.85000 14064.75| HMA, TYPE B, WEDGE AND LEVEL | | | 0020 404-05512 487.000 m2 | 3.90000 1899.30| 8.40000 4090.80| SEAL COAT, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 101 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 513,874.65 ROUTE : 250 CALL ORDER : 101 CONTRACT ID : R -25254-A COUNTIES : JACKSON LETTING DATE : 12/18/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 |(8) 35-1673827 | |HUNT PAVING COMPANY, INC. |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05520 2.250 Mg | 280.00000 630.00| 210.00000 472.50| ASPHALT FOR TACK COAT | | | 0022 603-03692 59.000 m | 19.00000 1121.00| 17.85000 1053.15| FENCE, WOOD REMOVE | | | 0023 603-04460 50.000 m | 72.00000 3600.00| 67.20000 3360.00| FENCE, WOOD SPLIT RAIL | | | 0024 610-07487 73.000 Mg | 110.00000 8030.00| 112.49000 8211.77| HMA FOR APPROACHES, TYPE B | | | 0025 611-05330 43.360 m2 | 100.00000 4336.00| 110.14000 4775.67| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0026 611-95023 1.000 EACH| 280.00000 280.00| 157.50000 157.50| MAILBOX ASSEMBLY, RESET | | | 0027 615-06490 19.000 EACH| 200.00000 3800.00| 118.65000 2254.35| RIGHT OF WAY MARKER | | | 0028 615-06505 2.000 EACH| 18.00000 36.00| 509.25000 1018.50| MONUMENT, B | | | 0029 616-02320 204.000 m2 | 3.00000 612.00| 2.55000 520.20| GEOTEXTILES | | | 0030 616-05688 51.400 Mg | 50.00000 2570.00| 41.05000 2109.97| RIPRAP, CLASS 1 | | | 0031 616-05689 73.400 Mg | 50.00000 3670.00| 36.27000 2662.22| RIPRAP, CLASS 2 | | | 0032 621-01004 1.000 EACH| 710.00000 710.00| 577.50000 577.50| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-02363 3786.000 m2 | 0.32000 1211.52| 0.44000 1665.84| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0034 621-06575 3786.000 m2 | 3.60000 13629.60| 3.65000 13818.90| SODDING, NURSERY | | | 0035 622-05651 4.000 EACH| 550.00000 2200.00| 918.75000 3675.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0036 714-03437 31.600 m2 | 860.00000 27176.00| 978.35000 30915.86| WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0037 714-26707 110.100 m | 1340.00000 147534.00| 1697.46000 186890.35| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1800 mm | | | 0038 715-01841 10.000 m | 320.00000 3200.00| 1113.00000 11130.00| PIPE, DUCTILE IRON, 375 mm FOR CASING | | | 0039 715-01973 LUMP| 2890.00000 2890.00| 2625.00000 2625.00| TESTING SEWER SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 101 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 513,874.65 ROUTE : 250 CALL ORDER : 101 CONTRACT ID : R -25254-A COUNTIES : JACKSON LETTING DATE : 12/18/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 |(8) 35-1673827 | |HUNT PAVING COMPANY, INC. |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 715-02628 3.000 EACH| 540.00000 1620.00| 236.15000 708.45| SAFETY METAL END SECTION, 6:1, 375 mm | | | 0041 715-02963 LUMP| 5200.00000 5200.00| 5040.00000 5040.00| TEMPORARY SANITARY SEWAGE PUMPING | | | 0042 715-03584 1.000 EACH| 610.00000 610.00| 518.45000 518.45| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0043 715-05123 12.000 m | 170.00000 2040.00| 227.51000 2730.12| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0044 715-05168 7.000 m | 140.00000 980.00| 81.51000 570.57| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0045 715-05169 136.000 m | 82.00000 11152.00| 67.08000 9122.88| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0046 715-05171 4.000 m | 110.00000 440.00| 126.75000 507.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0047 715-05408 40.000 m | 340.00000 13600.00| 262.50000 10500.00| PIPE, SANITARY SEWER, 200 mm | | | 0048 715-46005 1.000 EACH| 520.00000 520.00| 298.03000 298.03| PIPE END SECTION, 375 mm | | | 0049 720-44000 4.000 EACH| 300.00000 1200.00| 241.05000 964.20| CASTING, ADJUST TO GRADE | | | 0050 720-45075 3.000 EACH| 1350.00000 4050.00| 1928.03000 5784.09| INLET, R13 | | | 0051 720-45410 1.000 EACH| 1640.00000 1640.00| 9450.00000 9450.00| MANHOLE, C4 | | | 0052 722-60824 604.000 m2 | 5.00000 3020.00| 6.41000 3871.64| SURFACE MILLING | | | 0053 801-04308 3.000 EACH| 170.00000 510.00| 157.50000 472.50| ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06605 8.000 EACH| 84.00000 672.00| 78.75000 630.00| BARRICADE, IIIA | | | 0055 801-06625 5.000 EACH| 110.00000 550.00| 99.75000 498.75| DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 2.000 EACH| 140.00000 280.00| 131.25000 262.50| CONSTRUCTION SIGN, A | | | 0057 801-06645 4.000 EACH| 39.00000 156.00| 36.75000 147.00| CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP| 29450.00000 29450.00| 13298.00000 13298.00| MAINTAINING TRAFFIC | | | 0059 802-76035 1.740 m2 | 200.00000 348.00| 189.00000 328.86| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 101 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 513,874.65 ROUTE : 250 CALL ORDER : 101 CONTRACT ID : R -25254-A COUNTIES : JACKSON LETTING DATE : 12/18/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 |(8) 35-1673827 | |HUNT PAVING COMPANY, INC. |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 802-76055 12.000 m | 18.00000 216.00| 16.49000 197.88| SIGN POST, A | | | 0061 802-94715 LUMP| 420.00000 420.00| 393.75000 393.75| SIGNS, SHEET, REMOVE AND RESET | | | 0062 808-06713 530.000 m | 1.00000 530.00| 0.96000 508.80| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06714 236.000 m | 1.00000 236.00| 0.96000 226.56| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0064 808-75998 13.000 EACH| 100.00000 1300.00| 97.13000 1262.69| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 654,264.57| $ 703,664.61| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 654,264.57| $ 703,664.61| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 105 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,162.97 ROUTE : CALL ORDER : 105 CONTRACT ID : R -25738-C COUNTIES : DELAWARE LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/31/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9918048 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 860,841.24 100.0000% 2 35-1188479 BRANDT CONSTRUCTION INC $ 880,403.12 102.2724% ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1188479 | |TSCHUOR, GALE COMPANY, INC. |BRANDT CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, RAILROAD DEPOT REHABILITATION | | | 0001 105-06845 LUMP| 4750.46000 4750.46| 4660.00000 4660.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2406.60000 28879.20| 360.00000 4320.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 41857.23000 41857.23| 45409.00000 45409.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 42.000 SYS | 8.56000 359.52| 19.25000 808.50| PAVEMENT, REMOVE | | | 0005 203-02000 460.000 CYS | 15.91000 7318.60| 12.75000 5865.00| EXCAVATION, COMMON | | | 0006 210-04181 11.000 EACH| 225.65000 2482.15| 355.00000 3905.00| BICYCLE RACK | | | 0007 210-05758 LUMP| 14648.94000 14648.94| 17200.00000 17200.00| BUILDING , STORAGE | | | 0008 210-07443 2.000 EACH| 908.82000 1817.64| 710.00000 1420.00| BASE , CONCRETE, SCULPTURE | | | 0009 210-07444 5194.000 SFT | 0.15000 779.10| 0.13510 701.71| FELT UNDERLAYMENT, INSTALL | | | 0010 210-07445 2260.000 SFT | 0.54000 1220.40| 1.45000 3277.00| INSULATION , ATTIC, BLOWN, INSTALL | | | 0011 210-07446 5194.000 SFT | 12.12000 62951.28| 10.71000 55627.74| ROOFING , CLAY TILE, INSTALL | | | 0012 210-07446 3470.000 SFT | 0.14000 485.80| 0.12500 433.75| ROOFING WINTERGUARD MEMBRANE, INSTALL | | | 0013 601-95871 150.000 LFT | 4.93000 739.50| 2.00000 300.00| HANDRAIL , 3 IN. PIPE, REMOVE | | | 0014 603-04741 LUMP| 2259.86000 2259.86| 1875.00000 1875.00| FENCE , DECORATIVE | | | 0015 604-07569 48.000 SYS | 265.72000 12754.56| 189.33000 9087.84| PAVERS , ENGRAVED, DONORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 105 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 894,162.97 ROUTE : CALL ORDER : 105 CONTRACT ID : R -25738-C COUNTIES : DELAWARE LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1136349 |(2) 35-1188479 | |TSCHUOR, GALE COMPANY, INC. |BRANDT CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 604-07569 17.000 SYS | 2301.30000 39122.10| 1713.60000 29131.20| PAVERS , ENGRAVED, RAILROAD LOGOS | | | 0017 604-07569 17.000 SYS | 191.61000 3257.37| 128.14000 2178.38| PAVERS , UNIT | | | 0018 604-90256 58.000 SYS | 139.92000 8115.36| 45.00000 2610.00| SIDEWALK, CONCRETE, 6 IN. , PLAIN | | | 0019 604-91531 535.000 SYS | 41.22000 22052.70| 42.00000 22470.00| SIDEWALK, CONCRETE, 4 IN. , PLAIN | | | 0020 605-06140 158.000 LFT | 42.09000 6650.22| 14.00000 2212.00| CURB AND GUTTER, CONCRETE | | | 0021 622-02564 LUMP| 22766.59000 22766.59| 11974.00000 11974.00| LANDSCAPING | | | 0022 704-04850 125.000 SYS | 70.70000 8837.50| 70.00000 8750.00| CONCRETE PAVEMENT, COLORED | | | 0023 707-99085 1.000 EACH| 2026.86000 2026.86| 1100.00000 1100.00| FLAG POLE | | | 0024 711-03973 LUMP| 426593.42000 426593.42| 509564.00000 509564.00| BUILDING ARCHITECTURAL | | | 0025 712-03812 2.000 EACH| 1299.09000 2598.18| 400.00000 800.00| BENCH , NO. 1, 5 FT. | | | 0026 712-03812 2.000 EACH| 1666.69000 3333.38| 700.00000 1400.00| BENCH , NO. 2, 8 FT. | | | 0027 712-03812 1.000 EACH| 919.64000 919.64| 720.00000 720.00| BENCH , NO. 5, WITHOUT BACK | | | 0028 719-03975 LUMP| 29040.03000 29040.03| 18510.00000 18510.00| BUILDING PLUMBING | | | 0029 802-03896 2.000 EACH| 432.35000 864.70| 200.00000 400.00| BOLLARD , METAL | | | 0030 805-01829 1.000 EACH| 1230.60000 1230.60| 2250.00000 2250.00| SIGN, INSTALL | | | 0031 807-03694 LUMP| 48795.16000 48795.16| 62700.00000 62700.00| BUILDING ELECTRICAL | | | 0032 807-03694 LUMP| 1750.88000 1750.88| 1000.00000 1000.00| BUILDING ELECTRICAL , STORAGE | | | 0033 807-03974 LUMP| 36389.67000 36389.67| 31743.00000 31743.00| BUILDING HEATING, VENTILATION, AIR | | | CONDITIONING | | | 0034 807-06796 16.000 EACH| 824.54000 13192.64| 1000.00000 16000.00| ELECTRIC , SITE LIGHTING | | | SECTION TOTALS | $ 860,841.24| $ 880,403.12| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 860,841.24| $ 880,403.12| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 959,353.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26138-A COUNTIES : ALLEN LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/23/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 510200P 510200N 5102010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 643,130.43 100.0000% 2 62-1492793 API CONSTRUCTION CORP. $ 744,641.47 115.7838% 3 35-1058755 BAKER & SCHULTZ, INC. $ 806,973.17 125.4758% 4 35-1374866 PRIMCO, INC. $ 828,454.01 128.8158% ==================================================================================================================================== |(1) 35-1065659 |(2) 62-1492793 |(3) 35-1058755 |BROOKS CONSTRUCTION |API CONSTRUCTION CORP. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 800.00000 7200.00| 1600.00000 14400.00| 2650.00000 23850.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 32000.00000 32000.00| 51050.00000 51050.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 24000.00000 24000.00| 30000.00000 30000.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 2227.000 m2 | 8.00000 17816.00| 17.00000 37859.00| 8.00000 17816.00 PAVEMENT, REMOVE | | | 0006 202-02241 469.000 m | 8.90000 4174.10| 8.60000 4033.40| 8.60000 4033.40 GUARDRAIL, REMOVE | | | 0007 202-02255 3.000 EACH| 385.00000 1155.00| 450.00000 1350.00| 660.00000 1980.00 TREE, 460 mm, REMOVE | | | 0008 202-02260 4.000 EACH| 760.00000 3040.00| 760.00000 3040.00| 790.00000 3160.00 TREE, 760 mm, REMOVE | | | 0009 202-02265 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| 2700.00000 2700.00 TREE, 1220 mm, REMOVE | | | 0010 202-51330 LUMP| 10000.00000 10000.00| 40000.00000 40000.00| 73600.00000 73600.00 PRESENT STRUCTURE, REMOVE | | | 0011 202-60820 606.000 m2 | 6.00000 3636.00| 1.00000 606.00| 7.00000 4242.00 SURFACE MILLING, ASPHALT | | | 0012 203-02000 2801.000 m3 | 10.00000 28010.00| 13.00000 36413.00| 22.40000 62742.40 EXCAVATION, COMMON | | | 0013 203-02070 842.000 m3 | 20.00000 16840.00| 10.00000 8420.00| 25.00000 21050.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 959,353.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26138-A COUNTIES : ALLEN LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 62-1492793 |(3) 35-1058755 |BROOKS CONSTRUCTION |API CONSTRUCTION CORP. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06932 124.000 m | 16.45000 2039.80| 27.08000 3357.92| 27.08000 3357.92 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 207-07500 6912.000 m2 | 6.00000 41472.00| 7.00000 48384.00| 11.50000 79488.00 SUBGRADE TREATMENT, TYPE C | | | 0016 211-02050 142.000 m3 | 34.00000 4828.00| 15.00000 2130.00| 13.65000 1938.30 B BORROW | | | 0017 211-07454 712.500 m3 | 25.00000 17812.50| 18.00000 12825.00| 19.00000 13537.50 STRUCTURE BACKFILL | | | 0018 301-07448 2626.000 Mg | 12.50000 32825.00| 10.00000 26260.00| 12.50000 32825.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 402-07433 535.000 Mg | 44.00000 23540.00| 49.00000 26215.00| 44.00000 23540.00 HMA TYPE B, SURFACE | | | 0020 402-07438 363.300 Mg | 39.00000 14168.70| 44.00000 15985.20| 39.00000 14168.70 HMA TYPE B, INTERMEDIATE | | | 0021 402-07441 2161.700 Mg | 31.00000 67012.70| 38.00000 82144.60| 31.00000 67012.70 HMA TYPE B, BASE | | | 0022 405-05518 3216.000 m2 | 0.59000 1897.44| 0.90000 2894.40| 0.59000 1897.44 ASPHALT FOR PRIME COAT | | | 0023 406-05521 13680.000 m2 | 0.09000 1231.20| 0.05000 684.00| 0.09000 1231.20 ASPHALT FOR TACK COAT | | | 0024 601-01625 1.000 EACH| 1250.00000 1250.00| 1400.00000 1400.00| 1400.00000 1400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0025 601-01846 1.000 EACH| 1375.00000 1375.00| 1600.00000 1600.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-02636 61.000 m | 32.50000 1982.50| 58.60000 3574.60| 58.60000 3574.60 GUARDRAIL, W BEAM, NESTED | | | 0027 601-94689 10.000 EACH| 1950.00000 19500.00| 1900.00000 19000.00| 1900.00000 19000.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 432.500 m | 29.70000 12845.25| 28.60000 12369.50| 28.60000 12369.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 604-44251 0.050 m3 | 10000.00000 500.00| 5400.00000 270.00| 10000.00000 500.00 STEPS, CONCRETE | | | 0030 604-91531 5.000 m2 | 100.00000 500.00| 74.00000 370.00| 100.00000 500.00 SIDEWALK, CONCRETE, 100 mm | | | 0031 610-07486 126.100 Mg | 55.00000 6935.50| 49.00000 6178.90| 55.00000 6935.50 HMA FOR APPROACHES, TYPE A | | | 0032 611-06497 3.000 EACH| 190.00000 570.00| 150.00000 450.00| 150.00000 450.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 611-06498 1.000 EACH| 220.00000 220.00| 180.00000 180.00| 180.00000 180.00 MAILBOX ASSEMBLY, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 959,353.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26138-A COUNTIES : ALLEN LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 62-1492793 |(3) 35-1058755 |BROOKS CONSTRUCTION |API CONSTRUCTION CORP. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 615-06490 27.000 EACH| 108.00000 2916.00| 130.00000 3510.00| 130.00000 3510.00 RIGHT OF WAY MARKER | | | 0035 616-02320 442.000 m2 | 4.00000 1768.00| 1.25000 552.50| 1.30000 574.60 GEOTEXTILES | | | 0036 616-06405 142.000 Mg | 25.00000 3550.00| 26.00000 3692.00| 35.75000 5076.50 RIPRAP, REVETMENT | | | 0037 621-01004 3.000 EACH| 50.00000 150.00| 895.00000 2685.00| 895.00000 2685.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01597 18.000 m2 | 10.00000 180.00| 22.50000 405.00| 22.50000 405.00 EROSION CONTROL, MAT | | | 0039 621-01660 3003.000 m2 | 0.54000 1621.62| 0.57000 1711.71| 0.57000 1711.71 MULCHED SEEDING, LEGUME, 2 | | | 0040 621-01956 83.000 kg | 10.90000 904.70| 22.42000 1860.86| 22.42000 1860.86 SEED MIXTURE, LEGUME, 1 | | | 0041 621-06548 4.000 kg | 55.00000 220.00| 55.00000 220.00| 55.00000 220.00 SEED MIXTURE, CV | | | 0042 621-06559 3697.000 m2 | 0.50000 1848.50| 0.54000 1996.38| 0.54000 1996.38 MULCHED SEEDING, R | | | 0043 621-06567 46.060 kL | 0.50000 23.03| 0.55000 25.33| 0.55000 25.33 WATER | | | 0044 621-06574 1540.000 m2 | 3.45000 5313.00| 4.42000 6806.80| 4.42000 6806.80 SODDING | | | 0045 621-06575 599.000 m2 | 3.40000 2036.60| 4.42000 2647.58| 4.42000 2647.58 SODDING, NURSERY | | | 0046 621-52448 12.000 EACH| 20.00000 240.00| 25.00000 300.00| 25.00000 300.00 SIGN, DO NOT SPRAY | | | 0047 622-98200 12.000 EACH| 20.00000 240.00| 25.00000 300.00| 25.00000 300.00 SIGN, DO NOT DISTURB | | | 0048 702-51015 39.500 m3 | 300.00000 11850.00| 420.00000 16590.00| 460.00000 18170.00 CONCRETE, B, FOOTINGS | | | 0049 703-51030 4184.000 kg | 1.00000 4184.00| 1.20000 5020.80| 1.15000 4811.60 REINFORCING STEEL | | | 0050 714-07544 16.660 m | 3000.00000 49980.00| 3300.00000 54978.00| 3628.00000 60442.48 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 2100 mm | | | 0051 714-07545 16.660 m | 1500.00000 24990.00| 1500.00000 24990.00| 1626.00000 27089.16 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm X 2100 mm | | | 0052 714-26718 20.120 m | 1400.00000 28168.00| 1500.00000 30180.00| 1628.00000 32755.36 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1800 mm 1800 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 959,353.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26138-A COUNTIES : ALLEN LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 62-1492793 |(3) 35-1058755 |BROOKS CONSTRUCTION |API CONSTRUCTION CORP. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 714-44240 32.400 m3 | 1000.00000 32400.00| 670.00000 21708.00| 460.00000 14904.00 CONCRETE, A, STRUCTURES | | | 0054 715-05048 90.000 m | 10.00000 900.00| 30.00000 2700.00| 16.25000 1462.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0055 715-05049 90.000 m | 12.00000 1080.00| 33.00000 2970.00| 18.75000 1687.50 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0056 715-05051 90.000 m | 15.00000 1350.00| 36.00000 3240.00| 20.50000 1845.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0057 715-05053 83.400 m | 30.00000 2502.00| 45.00000 3753.00| 53.25000 4441.05 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0058 715-05123 25.000 m | 250.00000 6250.00| 136.00000 3400.00| 209.50000 5237.50 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0059 715-05169 24.200 m | 230.00000 5566.00| 73.00000 1766.60| 83.00000 2008.60 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0060 715-44255 584.500 m | 20.00000 11690.00| 12.00000 7014.00| 17.00000 9936.50 PIPE, GROUP K, 150 mm | | | 0061 715-46005 4.000 EACH| 150.00000 600.00| 150.00000 600.00| 300.00000 1200.00 PIPE END SECTION, 375 mm | | | 0062 715-46020 1.000 EACH| 225.00000 225.00| 275.00000 275.00| 450.00000 450.00 PIPE END SECTION, 600 mm | | | 0063 718-04881 12.000 EACH| 500.00000 6000.00| 175.00000 2100.00| 425.00000 5100.00 OUTLET PROTECTOR, B | | | 0064 718-52610 165.300 m3 | 30.00000 4959.00| 15.00000 2479.50| 25.75000 4256.48 AGGREGATE FOR UNDERDRAINS | | | 0065 718-99153 1099.000 m2 | 1.00000 1099.00| 0.40000 439.60| 0.50000 549.50 GEOTEXTILES FOR UNDERDRAIN | | | 0066 801-04308 12.000 EACH| 112.00000 1344.00| 112.00000 1344.00| 112.00000 1344.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06605 24.000 EACH| 110.00000 2640.00| 110.00000 2640.00| 110.00000 2640.00 BARRICADE, IIIA | | | 0068 801-06606 12.000 EACH| 136.00000 1632.00| 136.00000 1632.00| 136.00000 1632.00 BARRICADE, IIIB | | | 0069 801-06625 87.000 EACH| 1.00000 87.00| 1.00000 87.00| 1.00000 87.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0070 801-06640 40.000 EACH| 72.00000 2880.00| 72.00000 2880.00| 72.00000 2880.00 CONSTRUCTION SIGN, A | | | 0071 801-06775 LUMP| 9000.00000 9000.00| 15000.00000 15000.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | 0072 802-76055 42.700 m | 4.85000 207.10| 4.85000 207.10| 4.85000 207.10 SIGN POST, A | | | 0073 802-96915 LUMP| 985.00000 985.00| 1000.00000 1000.00| 1185.00000 1185.00 SIGN, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 959,353.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26138-A COUNTIES : ALLEN LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 62-1492793 |(3) 35-1058755 |BROOKS CONSTRUCTION |API CONSTRUCTION CORP. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 804-06725 30.000 EACH| 19.00000 570.00| 19.00000 570.00| 19.00000 570.00 DELINEATOR WITH POST, D1, 75 mm | | | 0075 804-06770 14.000 EACH| 18.00000 252.00| 18.00000 252.00| 18.00000 252.00 DELINEATOR POST | | | 0076 808-04298 1.000 EACH| 410.00000 410.00| 410.00000 410.00| 410.00000 410.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0077 808-06706 7.200 m | 0.01000 0.07| 0.01000 0.07| 0.10000 0.72 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0078 808-06712 215.000 m | 0.60000 129.00| 0.60000 129.00| 0.60000 129.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0079 808-06713 1720.000 m | 0.60000 1032.00| 0.60000 1032.00| 0.60000 1032.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0080 808-06714 860.000 m | 0.60000 516.00| 0.60000 516.00| 0.60000 516.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0081 808-75225 12.000 m | 0.01000 0.12| 0.01000 0.12| 0.10000 1.20 LINE, THERMOPLASTIC, SOLID, WHITE, 450 | | | mm | | | 0082 808-75996 22.000 EACH| 20.00000 440.00| 40.00000 880.00| 20.00000 440.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0083 601-06037 1.000 EACH| 625.00000 625.00| 500.00000 500.00| 500.00000 500.00 GUARDRAIL END TREATMENT, I | | | SECTION TOTALS | $ 643,130.43| $ 744,641.47| $ 806,973.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 643,130.43| $ 744,641.47| $ 806,973.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 959,353.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26138-A COUNTIES : ALLEN LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 10807.98000 10807.98| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 2336.91000 21032.19| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 41422.70000 41422.70| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 2227.000 m2 | 8.00000 17816.00| | PAVEMENT, REMOVE | | | 0006 202-02241 469.000 m | 8.60000 4033.40| | GUARDRAIL, REMOVE | | | 0007 202-02255 3.000 EACH| 660.00000 1980.00| | TREE, 460 mm, REMOVE | | | 0008 202-02260 4.000 EACH| 790.00000 3160.00| | TREE, 760 mm, REMOVE | | | 0009 202-02265 1.000 EACH| 2700.00000 2700.00| | TREE, 1220 mm, REMOVE | | | 0010 202-51330 LUMP| 67475.90000 67475.90| | PRESENT STRUCTURE, REMOVE | | | 0011 202-60820 606.000 m2 | 9.00000 5454.00| | SURFACE MILLING, ASPHALT | | | 0012 203-02000 2801.000 m3 | 22.40000 62742.40| | EXCAVATION, COMMON | | | 0013 203-02070 842.000 m3 | 25.00000 21050.00| | BORROW | | | 0014 205-06932 124.000 m | 33.11000 4105.64| | TEMPORARY CHECK DAM, STRAW BALES | | | 0015 207-07500 6912.000 m2 | 11.50000 79488.00| | SUBGRADE TREATMENT, TYPE C | | | 0016 211-02050 142.000 m3 | 13.65000 1938.30| | B BORROW | | | 0017 211-07454 712.500 m3 | 19.00000 13537.50| | STRUCTURE BACKFILL | | | 0018 301-07448 2626.000 Mg | 16.00000 42016.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 402-07433 535.000 Mg | 42.00000 22470.00| | HMA TYPE B, SURFACE | | | 0020 402-07438 363.300 Mg | 37.00000 13442.10| | HMA TYPE B, INTERMEDIATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 131 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 959,353.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26138-A COUNTIES : ALLEN LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07441 2161.700 Mg | 30.00000 64851.00| | HMA TYPE B, BASE | | | 0022 405-05518 3216.000 m2 | 0.20000 643.20| | ASPHALT FOR PRIME COAT | | | 0023 406-05521 13680.000 m2 | 0.05000 684.00| | ASPHALT FOR TACK COAT | | | 0024 601-01625 1.000 EACH| 1400.00000 1400.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0025 601-01846 1.000 EACH| 1600.00000 1600.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-02636 61.000 m | 58.60000 3574.60| | GUARDRAIL, W BEAM, NESTED | | | 0027 601-94689 10.000 EACH| 1900.00000 19000.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 432.500 m | 28.60000 12369.50| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 604-44251 0.050 m3 | 5342.20000 267.11| | STEPS, CONCRETE | | | 0030 604-91531 5.000 m2 | 92.82000 464.10| | SIDEWALK, CONCRETE, 100 mm | | | 0031 610-07486 126.100 Mg | 50.00000 6305.00| | HMA FOR APPROACHES, TYPE A | | | 0032 611-06497 3.000 EACH| 150.00000 450.00| | MAILBOX ASSEMBLY, SINGLE | | | 0033 611-06498 1.000 EACH| 180.00000 180.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0034 615-06490 27.000 EACH| 130.00000 3510.00| | RIGHT OF WAY MARKER | | | 0035 616-02320 442.000 m2 | 1.30000 574.60| | GEOTEXTILES | | | 0036 616-06405 142.000 Mg | 35.75000 5076.50| | RIPRAP, REVETMENT | | | 0037 621-01004 3.000 EACH| 895.00000 2685.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01597 18.000 m2 | 22.50000 405.00| | EROSION CONTROL, MAT | | | 0039 621-01660 3003.000 m2 | 0.57000 1711.71| | MULCHED SEEDING, LEGUME, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 131 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 959,353.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26138-A COUNTIES : ALLEN LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-01956 83.000 kg | 22.42000 1860.86| | SEED MIXTURE, LEGUME, 1 | | | 0041 621-06548 4.000 kg | 55.00000 220.00| | SEED MIXTURE, CV | | | 0042 621-06559 3697.000 m2 | 0.54000 1996.38| | MULCHED SEEDING, R | | | 0043 621-06567 46.060 kL | 0.55000 25.33| | WATER | | | 0044 621-06574 1540.000 m2 | 4.42000 6806.80| | SODDING | | | 0045 621-06575 599.000 m2 | 4.42000 2647.58| | SODDING, NURSERY | | | 0046 621-52448 12.000 EACH| 25.00000 300.00| | SIGN, DO NOT SPRAY | | | 0047 622-98200 12.000 EACH| 25.00000 300.00| | SIGN, DO NOT DISTURB | | | 0048 702-51015 39.500 m3 | 525.00000 20737.50| | CONCRETE, B, FOOTINGS | | | 0049 703-51030 4184.000 kg | 2.65000 11087.60| | REINFORCING STEEL | | | 0050 714-07544 16.660 m | 3428.75000 57122.98| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 2100 mm | | | 0051 714-07545 16.660 m | 1728.75000 28800.98| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm X 2100 mm | | | 0052 714-26718 20.120 m | 1778.75000 35788.45| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1800 mm 1800 mm | | | 0053 714-44240 32.400 m3 | 845.00000 27378.00| | CONCRETE, A, STRUCTURES | | | 0054 715-05048 90.000 m | 16.25000 1462.50| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0055 715-05049 90.000 m | 18.75000 1687.50| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0056 715-05051 90.000 m | 20.50000 1845.00| | PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0057 715-05053 83.400 m | 53.25000 4441.05| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0058 715-05123 25.000 m | 209.50000 5237.50| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 131 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 959,353.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26138-A COUNTIES : ALLEN LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05169 24.200 m | 83.00000 2008.60| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0060 715-44255 584.500 m | 17.00000 9936.50| | PIPE, GROUP K, 150 mm | | | 0061 715-46005 4.000 EACH| 300.00000 1200.00| | PIPE END SECTION, 375 mm | | | 0062 715-46020 1.000 EACH| 450.00000 450.00| | PIPE END SECTION, 600 mm | | | 0063 718-04881 12.000 EACH| 425.00000 5100.00| | OUTLET PROTECTOR, B | | | 0064 718-52610 165.300 m3 | 25.75000 4256.48| | AGGREGATE FOR UNDERDRAINS | | | 0065 718-99153 1099.000 m2 | 0.50000 549.50| | GEOTEXTILES FOR UNDERDRAIN | | | 0066 801-04308 12.000 EACH| 112.00000 1344.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06605 24.000 EACH| 110.00000 2640.00| | BARRICADE, IIIA | | | 0068 801-06606 12.000 EACH| 136.00000 1632.00| | BARRICADE, IIIB | | | 0069 801-06625 87.000 EACH| 1.00000 87.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0070 801-06640 40.000 EACH| 72.00000 2880.00| | CONSTRUCTION SIGN, A | | | 0071 801-06775 LUMP| 10708.20000 10708.20| | MAINTAINING TRAFFIC | | | 0072 802-76055 42.700 m | 4.85000 207.10| | SIGN POST, A | | | 0073 802-96915 LUMP| 1326.00000 1326.00| | SIGN, RELOCATE | | | 0074 804-06725 30.000 EACH| 19.00000 570.00| | DELINEATOR WITH POST, D1, 75 mm | | | 0075 804-06770 14.000 EACH| 18.00000 252.00| | DELINEATOR POST | | | 0076 808-04298 1.000 EACH| 410.00000 410.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0077 808-06706 7.200 m | 0.01000 0.07| | LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0078 808-06712 215.000 m | 0.60000 129.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 131 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 959,353.52 ROUTE : 37 CALL ORDER : 131 CONTRACT ID : R -26138-A COUNTIES : ALLEN LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 808-06713 1720.000 m | 0.60000 1032.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0080 808-06714 860.000 m | 0.60000 516.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0081 808-75225 12.000 m | 0.01000 0.12| | LINE, THERMOPLASTIC, SOLID, WHITE, 450 | | | mm | | | 0082 808-75996 22.000 EACH| 25.00000 550.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0083 601-06037 1.000 EACH| 500.00000 500.00| | GUARDRAIL END TREATMENT, I | | | SECTION TOTALS | $ 828,454.01| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 828,454.01| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,088,152.53 ROUTE : CR 700W CALL ORDER : 141 CONTRACT ID : R -26263-A COUNTIES : RUSH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/03/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 6770004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,713,600.00 100.0000% 2 35-1912582 EDSAM CONSTRUCTION, INC. $ 1,893,147.22 110.4777% 3 35-1212938 ATLAS EXCAVATING, INC. $ 1,987,270.62 115.9705% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,042,000.00 119.1643% 5 35-1609544 SCHUTT-LOOKABILL CO $ 2,066,272.08 120.5807% 6 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 2,159,136.20 126.0000% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0002 105-07039 14.000 MOS | 1200.00000 16800.00| 1540.00000 21560.00| 800.00000 11200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 85800.00000 85800.00| 55000.00000 55000.00| 93000.00000 93000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 34000.00000 34000.00| 50600.00000 50600.00| 100000.00000 100000.00 CLEARING RIGHT OF WAY | | | 0005 202-01405 121.300 m3 | 62.00000 7520.60| 110.00000 13343.00| 140.00000 16982.00 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0006 202-01896 1.000 EACH| 425.00000 425.00| 550.00000 550.00| 1500.00000 1500.00 DRIVE, REMOVE | | | 0007 202-02240 7181.000 m2 | 3.10000 22261.10| 7.70000 55293.70| 8.30000 59602.30 PAVEMENT, REMOVE | | | 0008 202-02241 53.520 m | 21.00000 1123.92| 22.00000 1177.44| 21.00000 1123.92 GUARDRAIL, REMOVE | | | 0009 202-02278 656.000 m | 9.50000 6232.00| 8.80000 5772.80| 9.50000 6232.00 CURB, CONCRETE, REMOVE | | | 0010 202-52710 607.500 m2 | 7.00000 4252.50| 6.60000 4009.50| 7.50000 4556.25 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-96035 2.100 m | 100.00000 210.00| 1100.00000 2310.00| 500.00000 1050.00 CONCRETE WALL, REMOVE | | | 0012 202-99187 156.700 m | 7.60000 1190.92| 8.80000 1378.96| 7.50000 1175.25 FENCE, FARM FIELD, REMOVE | | | 0013 203-02000 6245.000 m3 | 17.00000 106165.00| 14.30000 89303.50| 11.20000 69944.00 EXCAVATION, COMMON | | | 0014 205-06931 26.500 Mg | 70.00000 1855.00| 44.00000 1166.00| 24.00000 636.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,088,152.53 ROUTE : CR 700W CALL ORDER : 141 CONTRACT ID : R -26263-A COUNTIES : RUSH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-06933 8.000 EACH| 79.00000 632.00| 66.00000 528.00| 90.00000 720.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06934 0.870 Mg | 515.00000 448.05| 880.00000 765.60| 825.00000 717.75 TEMPORARY MULCHING | | | 0017 205-06937 350.000 m | 5.00000 1750.00| 6.60000 2310.00| 6.20000 2170.00 TEMPORARY SILT FENCE | | | 0018 207-07500 18269.600 m2 | 3.80000 69424.48| 7.70000 140675.92| 4.20000 76732.32 SUBGRADE TREATMENT, TYPE C | | | 0019 211-07454 3951.500 m3 | 22.00000 86933.00| 27.50000 108666.25| 22.00000 86933.00 STRUCTURE BACKFILL | | | 0020 303-04075 79.200 Mg | 19.50000 1544.40| 18.70000 1481.04| 25.00000 1980.00 COMPACTED AGGREGATE, O, 73 | | | 0022 303-52308 3434.600 Mg | 18.00000 61822.80| 15.40000 52892.84| 16.00000 54953.60 COMPACTED AGGREGATE, O, 53 | | | 0023 401-07321 1444.700 Mg | 49.00000 70790.30| 55.00000 79458.50| 47.00000 67900.90 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0024 401-07390 2425.600 Mg | 36.00000 87321.60| 42.90000 104058.24| 41.00000 99449.60 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0025 401-07407 6030.700 Mg | 34.00000 205043.80| 41.80000 252083.26| 40.00000 241228.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0026 401-07430 1713.100 Mg | 40.00000 68524.00| 49.50000 84798.45| 47.00000 80515.70 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0027 406-05520 19.000 Mg | 172.00000 3268.00| 220.00000 4180.00| 215.00000 4085.00 ASPHALT FOR TACK COAT | | | 0028 601-02800 2.000 EACH| 920.00000 1840.00| 962.50000 1925.00| 950.00000 1900.00 GUARDRAIL TRANSITION, TGT | | | 0029 601-94689 2.000 EACH| 2080.00000 4160.00| 2200.00000 4400.00| 2150.00000 4300.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 15.240 m | 37.00000 563.88| 38.50000 586.74| 36.50000 556.26 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 603-06040 156.700 m | 20.00000 3134.00| 22.00000 3447.40| 20.50000 3212.35 FENCE, FARM FIELD, 1190 mm | | | 0032 604-06069 219.100 m2 | 57.50000 12598.25| 44.00000 9640.40| 42.00000 9202.20 CURB RAMP, CONCRETE | | | 0033 604-91531 1322.900 m2 | 30.50000 40348.45| 33.00000 43655.70| 28.00000 37041.20 SIDEWALK, CONCRETE, 100 mm | | | 0034 605-06120 141.600 m | 58.00000 8212.80| 46.20000 6541.92| 28.00000 3964.80 CURB, CONCRETE | | | 0035 605-06125 44.500 m | 69.00000 3070.50| 66.00000 2937.00| 35.00000 1557.50 CURB, CONCRETE, MODIFIED | | | 0036 605-06140 1045.700 m | 49.50000 51762.15| 45.10000 47161.07| 40.00000 41828.00 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,088,152.53 ROUTE : CR 700W CALL ORDER : 141 CONTRACT ID : R -26263-A COUNTIES : RUSH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 605-06155 45.000 m | 100.00000 4500.00| 49.50000 2227.50| 48.00000 2160.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0038 605-94811 2.000 EACH| 1200.00000 2400.00| 660.00000 1320.00| 400.00000 800.00 CURB TURNOUT | | | 0039 610-07487 1132.100 Mg | 78.00000 88303.80| 74.80000 84681.08| 72.00000 81511.20 HMA FOR APPROACHES, TYPE B | | | 0040 611-05330 543.500 m2 | 55.00000 29892.50| 45.10000 24511.85| 44.00000 23914.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0041 611-06497 10.000 EACH| 170.00000 1700.00| 209.00000 2090.00| 185.00000 1850.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 2.000 EACH| 220.00000 440.00| 285.50000 571.00| 225.00000 450.00 MAILBOX ASSEMBLY, DOUBLE | | | 0043 615-06490 90.000 EACH| 110.00000 9900.00| 121.00000 10890.00| 115.00000 10350.00 RIGHT OF WAY MARKER | | | 0044 615-06505 5.000 EACH| 475.00000 2375.00| 495.00000 2475.00| 475.00000 2375.00 MONUMENT, B | | | 0045 615-06527 4.000 EACH| 450.00000 1800.00| 467.50000 1870.00| 450.00000 1800.00 MONUMENT, SECTION CORNER | | | 0046 616-02320 87.300 m2 | 3.25000 283.73| 3.30000 288.09| 4.60000 401.58 GEOTEXTILES | | | 0047 616-06405 34.200 Mg | 35.00000 1197.00| 24.20000 827.64| 23.00000 786.60 RIPRAP, REVETMENT | | | 0048 621-01004 1.000 EACH| 400.00000 400.00| 423.50000 423.50| 410.00000 410.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-02770 3923.500 m2 | 1.85000 7258.48| 1.76000 6905.36| 2.20000 8631.70 EROSION CONTROL BLANKET | | | 0050 621-06545 0.950 Mg | 675.00000 641.25| 686.40000 652.08| 650.00000 617.50 FERTILIZER | | | 0051 621-06548 2.970 kg | 71.50000 212.36| 60.50000 179.69| 56.00000 166.32 SEED MIXTURE, CV | | | 0052 621-06553 200.550 kg | 7.10000 1423.91| 7.70000 1544.24| 32.00000 6417.60 SEED MIXTURE, R | | | 0053 621-06557 19.700 kg | 9.50000 187.15| 28.60000 563.42| 27.00000 531.90 SEED MIXTURE, T | | | 0054 621-06565 4.750 Mg | 515.00000 2446.25| 523.60000 2487.10| 510.00000 2422.50 MULCHING MATERIAL | | | 0055 621-06567 75.100 kL | 1.35000 101.39| 1.10000 82.61| 0.60000 45.06 WATER | | | 0056 621-06575 3495.500 m2 | 3.20000 11185.60| 4.07000 14226.69| 4.00000 13982.00 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 141 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,088,152.53 ROUTE : CR 700W CALL ORDER : 141 CONTRACT ID : R -26263-A COUNTIES : RUSH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 702-90915 14.120 m3 | 1500.00000 21180.00| 1100.00000 15532.00| 475.00000 6707.00 CONCRETE, A | | | 0058 703-06029 628.000 kg | 2.50000 1570.00| 2.20000 1381.60| 2.50000 1570.00 REINFORCING BARS, EPOXY COATED | | | 0059 714-07206 11.000 m | 2300.00000 25300.00| 2090.00000 22990.00| 4000.00000 44000.00 CULVERT, PRECAST REINFORCED CONCRETE | | | BOX SECTIONS, 3600 mm X 1000 mm | | | 0060 715-03475 3.000 EACH| 300.00000 900.00| 385.00000 1155.00| 225.00000 675.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0061 715-05024 235.600 m | 155.00000 36518.00| 132.00000 31099.20| 200.00000 47120.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0062 715-05048 4181.800 m | 7.25000 30318.05| 7.70000 32199.86| 4.10000 17145.38 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0063 715-05049 30.000 m | 55.00000 1650.00| 110.00000 3300.00| 42.00000 1260.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0064 715-05051 30.000 m | 60.00000 1800.00| 110.00000 3300.00| 42.00000 1260.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0065 715-05053 63.500 m | 33.50000 2127.25| 38.50000 2444.75| 38.00000 2413.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0066 715-05149 392.600 m | 62.00000 24341.20| 77.00000 30230.20| 140.00000 54964.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0067 715-05152 26.800 m | 73.00000 1956.40| 88.00000 2358.40| 225.00000 6030.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0068 715-05154 493.100 m | 120.00000 59172.00| 115.50000 56953.05| 220.00000 108482.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0069 715-05155 87.500 m | 130.00000 11375.00| 132.00000 11550.00| 310.00000 27125.00 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0070 715-05156 40.700 m | 140.00000 5698.00| 143.00000 5820.10| 330.00000 13431.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0071 715-05169 34.000 m | 70.00000 2380.00| 82.50000 2805.00| 100.00000 3400.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0072 715-05203 30.000 m | 50.00000 1500.00| 110.00000 3300.00| 42.00000 1260.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0073 715-46005 3.000 EACH| 250.00000 750.00| 385.00000 1155.00| 190.00000 570.00 PIPE END SECTION, 375 mm | | | 0074 716-07207 12.200 m | 1750.00000 21350.00| 2200.00000 26840.00| 2100.00000 25620.00 PIPE, JACKED, 675 mm | | | 0075 716-93857 21.900 m | 1450.00000 31755.00| 1914.00000 41916.60| 1600.00000 35040.00 PIPE, JACKED, 600 mm | | | 0076 718-06528 3.000 EACH| 575.00000 1725.00| 660.00000 1980.00| 500.00000 1500.00 OUTLET PROTECTOR, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 141 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,088,152.53 ROUTE : CR 700W CALL ORDER : 141 CONTRACT ID : R -26263-A COUNTIES : RUSH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 718-06531 10.000 EACH| 500.00000 5000.00| 770.00000 7700.00| 420.00000 4200.00 OUTLET PROTECTOR, 3 | | | 0078 718-06532 1000.000 m | 3.40000 3400.00| 3.30000 3300.00| 3.20000 3200.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0079 718-52610 798.900 m3 | 36.85000 29439.47| 30.80000 24606.12| 60.00000 47934.00 AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 8133.800 m2 | 1.75000 14234.15| 1.32000 10736.62| 1.60000 13014.08 GEOTEXTILES FOR UNDERDRAIN | | | 0081 720-45235 4.000 EACH| 1000.00000 4000.00| 1100.00000 4400.00| 1400.00000 5600.00 CATCH BASIN, E7 | | | 0082 720-45250 18.000 EACH| 1200.00000 21600.00| 1320.00000 23760.00| 1300.00000 23400.00 CATCH BASIN, K10 | | | 0083 720-45265 4.000 EACH| 650.00000 2600.00| 990.00000 3960.00| 950.00000 3800.00 PIPE CATCH BASIN, 375 mm | | | 0084 720-45410 11.000 EACH| 1800.00000 19800.00| 1650.00000 18150.00| 1650.00000 18150.00 MANHOLE, C4 | | | 0085 720-90768 1.000 EACH| 1600.00000 1600.00| 1430.00000 1430.00| 1600.00000 1600.00 CATCH BASIN, S14 | | | 0086 720-95422 2.000 EACH| 3100.00000 6200.00| 2530.00000 5060.00| 2600.00000 5200.00 MANHOLE, J4 | | | 0087 720-99416 5.000 EACH| 1200.00000 6000.00| 1760.00000 8800.00| 2000.00000 10000.00 CATCH BASIN, B15 | | | 0088 721-43035 1.000 EACH| 6000.00000 6000.00| 5500.00000 5500.00| 1600.00000 1600.00 AUTOMATIC DRAINAGE GATE, 900 mm | | | 0089 801-04308 4.000 EACH| 325.00000 1300.00| 341.00000 1364.00| 330.00000 1320.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0090 801-06207 4519.800 m | 3.00000 13559.40| 3.30000 14915.34| 3.10000 14011.38 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0091 801-06606 16.000 EACH| 105.00000 1680.00| 110.00000 1760.00| 125.00000 2000.00 BARRICADE, IIIB | | | 0092 801-06625 36.000 EACH| 100.00000 3600.00| 104.50000 3762.00| 115.00000 4140.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0093 801-06640 37.000 EACH| 85.00000 3145.00| 88.00000 3256.00| 100.00000 3700.00 CONSTRUCTION SIGN, A | | | 0094 801-06645 15.000 EACH| 32.00000 480.00| 33.00000 495.00| 33.00000 495.00 CONSTRUCTION SIGN, B | | | 0095 801-06775 LUMP| 33514.97000 33514.97| 22000.00000 22000.00| 60000.00000 60000.00 MAINTAINING TRAFFIC | | | 0096 802-05701 102.400 m | 36.00000 3686.40| 38.50000 3942.40| 35.50000 3635.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 141 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,088,152.53 ROUTE : CR 700W CALL ORDER : 141 CONTRACT ID : R -26263-A COUNTIES : RUSH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 |(3) 35-1212938 |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 802-76025 16.490 m2 | 200.00000 3298.00| 220.00000 3627.80| 215.00000 3545.35 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0098 808-06713 2726.800 m | 0.25000 681.70| 0.33000 899.84| 0.35000 954.38 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0099 808-75240 950.000 m | 0.90000 855.00| 0.99000 940.50| 1.10000 1045.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0100 808-75245 2665.300 m | 0.90000 2398.77| 0.99000 2638.65| 1.00000 2665.30 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0101 808-75297 75.400 m | 11.00000 829.40| 12.10000 912.34| 11.50000 867.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0102 808-75300 127.800 m | 1.40000 178.92| 1.65000 210.87| 1.55000 198.09 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0103 808-75340 2.000 EACH| 360.00000 720.00| 379.50000 759.00| 375.00000 750.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0104 808-75998 93.000 EACH| 23.50000 2185.50| 25.30000 2352.90| 25.00000 2325.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0105 808-95933 12.500 m | 21.00000 262.50| 22.00000 275.00| 22.00000 275.00 CURB PAINTING, YELLOW | | | 0106 303-05963 7.700 m3 | 40.00000 308.00| 110.00000 847.00| 65.00000 500.50 AGGREGATE , NO 8 | | | SECTION TOTALS | $ 1,713,600.00| $ 1,893,147.22| $ 1,987,270.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,713,600.00| $ 1,893,147.22| $ 1,987,270.62 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 141 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,088,152.53 ROUTE : CR 700W CALL ORDER : 141 CONTRACT ID : R -26263-A COUNTIES : RUSH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1609544 |(6) 35-1136349 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0002 105-07039 14.000 MOS | 2200.00000 30800.00| 1668.81000 23363.34| 1806.58000 25292.12 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 110031.36000 110031.36| 103000.00000 103000.00| 107000.00000 107000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 60000.00000 60000.00| 54579.48000 54579.48| 174470.59000 174470.59 CLEARING RIGHT OF WAY | | | 0005 202-01405 121.300 m3 | 100.00000 12130.00| 121.70000 14762.21| 104.97000 12732.86 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0006 202-01896 1.000 EACH| 1000.00000 1000.00| 555.39000 555.39| 1037.56000 1037.56 DRIVE, REMOVE | | | 0007 202-02240 7181.000 m2 | 8.00000 57448.00| 10.33000 74179.73| 6.23000 44737.63 PAVEMENT, REMOVE | | | 0008 202-02241 53.520 m | 21.00000 1123.92| 21.60000 1156.03| 29.17000 1561.18 GUARDRAIL, REMOVE | | | 0009 202-02278 656.000 m | 17.00000 11152.00| 6.74000 4421.44| 8.78000 5759.68 CURB, CONCRETE, REMOVE | | | 0010 202-52710 607.500 m2 | 8.00000 4860.00| 7.89000 4793.18| 9.32000 5661.90 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-96035 2.100 m | 270.00000 567.00| 1213.40000 2548.14| 215.77000 453.12 CONCRETE WALL, REMOVE | | | 0012 202-99187 156.700 m | 7.60000 1190.92| 7.78000 1219.13| 8.22000 1288.07 FENCE, FARM FIELD, REMOVE | | | 0013 203-02000 6245.000 m3 | 26.00000 162370.00| 18.16000 113409.20| 18.34000 114533.30 EXCAVATION, COMMON | | | 0014 205-06931 26.500 Mg | 60.00000 1590.00| 29.16000 772.74| 35.29000 935.19 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 8.000 EACH| 79.00000 632.00| 64.80000 518.40| 85.65000 685.20 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06934 0.870 Mg | 510.00000 443.70| 86.40000 75.17| 559.55000 486.81 TEMPORARY MULCHING | | | 0017 205-06937 350.000 m | 5.00000 1750.00| 5.53000 1935.50| 5.48000 1918.00 TEMPORARY SILT FENCE | | | 0018 207-07500 18269.600 m2 | 3.75000 68511.00| 5.85000 106877.16| 4.94000 90251.82 SUBGRADE TREATMENT, TYPE C | | | 0019 211-07454 3951.500 m3 | 24.00000 94836.00| 28.85000 114000.78| 30.16000 119177.24 STRUCTURE BACKFILL | | | 0020 303-04075 79.200 Mg | 30.00000 2376.00| 23.53000 1863.58| 40.29000 3190.97 COMPACTED AGGREGATE, O, 73 | | | 0022 303-52308 3434.600 Mg | 18.00000 61822.80| 18.95000 65085.67| 21.94000 75355.12 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 141 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,088,152.53 ROUTE : CR 700W CALL ORDER : 141 CONTRACT ID : R -26263-A COUNTIES : RUSH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1609544 |(6) 35-1136349 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 401-07321 1444.700 Mg | 45.00000 65011.50| 52.92000 76453.52| 55.95000 80830.97 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0024 401-07390 2425.600 Mg | 39.00000 94598.40| 38.88000 94307.33| 41.11000 99716.42 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0025 401-07407 6030.700 Mg | 38.00000 229166.60| 36.72000 221447.30| 38.83000 234172.08 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0026 401-07430 1713.100 Mg | 45.00000 77089.50| 43.20000 74005.92| 45.68000 78254.41 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0027 406-05520 19.000 Mg | 200.00000 3800.00| 185.76000 3529.44| 196.41000 3731.79 ASPHALT FOR TACK COAT | | | 0028 601-02800 2.000 EACH| 920.00000 1840.00| 945.00000 1890.00| 999.20000 1998.40 GUARDRAIL TRANSITION, TGT | | | 0029 601-94689 2.000 EACH| 2100.00000 4200.00| 2133.00000 4266.00| 2255.33000 4510.66 GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 15.240 m | 37.00000 563.88| 37.80000 576.07| 39.97000 609.14 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 603-06040 156.700 m | 20.00000 3134.00| 20.74000 3249.96| 21.93000 3436.43 FENCE, FARM FIELD, 1190 mm | | | 0032 604-06069 219.100 m2 | 57.00000 12488.70| 44.51000 9752.14| 69.98000 15332.62 CURB RAMP, CONCRETE | | | 0033 604-91531 1322.900 m2 | 30.00000 39687.00| 24.79000 32794.69| 33.36000 44131.94 SIDEWALK, CONCRETE, 100 mm | | | 0034 605-06120 141.600 m | 70.00000 9912.00| 54.84000 7765.34| 49.10000 6952.56 CURB, CONCRETE | | | 0035 605-06125 44.500 m | 120.00000 5340.00| 163.47000 7274.42| 115.75000 5150.88 CURB, CONCRETE, MODIFIED | | | 0036 605-06140 1045.700 m | 50.00000 52285.00| 50.59000 52901.96| 56.44000 59019.31 CURB AND GUTTER, CONCRETE | | | 0037 605-06155 45.000 m | 120.00000 5400.00| 102.93000 4631.85| 82.55000 3714.75 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0038 605-94811 2.000 EACH| 980.00000 1960.00| 326.86000 653.72| 464.03000 928.06 CURB TURNOUT | | | 0039 610-07487 1132.100 Mg | 68.00000 76982.80| 84.24000 95368.10| 89.07000 100836.15 HMA FOR APPROACHES, TYPE B | | | 0040 611-05330 543.500 m2 | 50.00000 27175.00| 34.87000 18951.85| 57.99000 31517.57 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0041 611-06497 10.000 EACH| 170.00000 1700.00| 178.20000 1782.00| 188.42000 1884.20 MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 2.000 EACH| 220.00000 440.00| 226.80000 453.60| 239.81000 479.62 MAILBOX ASSEMBLY, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 141 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,088,152.53 ROUTE : CR 700W CALL ORDER : 141 CONTRACT ID : R -26263-A COUNTIES : RUSH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1609544 |(6) 35-1136349 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 615-06490 90.000 EACH| 110.00000 9900.00| 114.48000 10303.20| 121.05000 10894.50 RIGHT OF WAY MARKER | | | 0044 615-06505 5.000 EACH| 470.00000 2350.00| 486.00000 2430.00| 513.87000 2569.35 MONUMENT, B | | | 0045 615-06527 4.000 EACH| 450.00000 1800.00| 459.00000 1836.00| 485.32000 1941.28 MONUMENT, SECTION CORNER | | | 0046 616-02320 87.300 m2 | 5.00000 436.50| 8.04000 701.89| 5.86000 511.58 GEOTEXTILES | | | 0047 616-06405 34.200 Mg | 45.00000 1539.00| 19.54000 668.27| 34.14000 1167.59 RIPRAP, REVETMENT | | | 0048 621-01004 1.000 EACH| 400.00000 400.00| 415.80000 415.80| 433.94000 433.94 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-02770 3923.500 m2 | 1.80000 7062.30| 1.64000 6434.54| 2.00000 7847.00 EROSION CONTROL BLANKET | | | 0050 621-06545 0.950 Mg | 680.00000 646.00| 673.92000 640.22| 734.27000 697.56 FERTILIZER | | | 0051 621-06548 2.970 kg | 71.00000 210.87| 59.40000 176.42| 77.65000 230.62 SEED MIXTURE, CV | | | 0052 621-06553 200.550 kg | 7.10000 1423.91| 7.08000 1419.89| 7.71000 1546.24 SEED MIXTURE, R | | | 0053 621-06557 19.700 kg | 9.50000 187.15| 27.97000 551.01| 10.28000 202.52 SEED MIXTURE, T | | | 0054 621-06565 4.750 Mg | 510.00000 2422.50| 514.08000 2441.88| 559.55000 2657.86 MULCHING MATERIAL | | | 0055 621-06567 75.100 kL | 1.40000 105.14| 0.59000 44.31| 1.48000 111.15 WATER | | | 0056 621-06575 3495.500 m2 | 3.20000 11185.60| 3.72000 13003.26| 5.70000 19924.35 SODDING, NURSERY | | | 0057 702-90915 14.120 m3 | 2000.00000 28240.00| 1059.45000 14959.43| 634.43000 8958.15 CONCRETE, A | | | 0058 703-06029 628.000 kg | 2.20000 1381.60| 3.35000 2103.80| 2.26000 1419.28 REINFORCING BARS, EPOXY COATED | | | 0059 714-07206 11.000 m | 3700.00000 40700.00| 2709.48000 29804.28| 1602.67000 17629.37 CULVERT, PRECAST REINFORCED CONCRETE | | | BOX SECTIONS, 3600 mm X 1000 mm | | | 0060 715-03475 3.000 EACH| 330.00000 990.00| 348.15000 1044.45| 260.82000 782.46 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0061 715-05024 235.600 m | 190.00000 44764.00| 169.58000 39953.05| 271.09000 63868.80 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0062 715-05048 4181.800 m | 7.20000 30108.96| 7.45000 31154.41| 7.88000 32952.58 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 141 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,088,152.53 ROUTE : CR 700W CALL ORDER : 141 CONTRACT ID : R -26263-A COUNTIES : RUSH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1609544 |(6) 35-1136349 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 715-05049 30.000 m | 14.00000 420.00| 14.20000 426.00| 15.02000 450.60 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0064 715-05051 30.000 m | 18.00000 540.00| 18.09000 542.70| 19.13000 573.90 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0065 715-05053 63.500 m | 34.00000 2159.00| 18.09000 1148.72| 36.54000 2320.29 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0066 715-05149 392.600 m | 100.00000 39260.00| 65.86000 25856.64| 89.98000 35326.15 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0067 715-05152 26.800 m | 185.00000 4958.00| 103.49000 2773.53| 133.02000 3564.94 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0068 715-05154 493.100 m | 200.00000 98620.00| 131.54000 64862.37| 170.69000 84167.24 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0069 715-05155 87.500 m | 260.00000 22750.00| 157.29000 13762.88| 222.28000 19449.50 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0070 715-05156 40.700 m | 270.00000 10989.00| 169.80000 6910.86| 247.22000 10061.85 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0071 715-05169 34.000 m | 73.00000 2482.00| 69.57000 2365.38| 71.45000 2429.30 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0072 715-05203 30.000 m | 70.00000 2100.00| 24.79000 743.70| 7.99000 239.70 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0073 715-46005 3.000 EACH| 300.00000 900.00| 239.13000 717.39| 212.51000 637.53 PIPE END SECTION, 375 mm | | | 0074 716-07207 12.200 m | 2200.00000 26840.00| 3202.68000 39072.70| 1768.13000 21571.19 PIPE, JACKED, 675 mm | | | 0075 716-93857 21.900 m | 1600.00000 35040.00| 2906.76000 63658.04| 1425.43000 31216.92 PIPE, JACKED, 600 mm | | | 0076 718-06528 3.000 EACH| 580.00000 1740.00| 594.00000 1782.00| 628.07000 1884.21 OUTLET PROTECTOR, 1 | | | 0077 718-06531 10.000 EACH| 500.00000 5000.00| 513.00000 5130.00| 542.42000 5424.20 OUTLET PROTECTOR, 3 | | | 0078 718-06532 1000.000 m | 3.40000 3400.00| 3.54000 3540.00| 3.75000 3750.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0079 718-52610 798.900 m3 | 37.00000 29559.30| 37.80000 30198.42| 39.97000 31932.03 AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 8133.800 m2 | 1.70000 13827.46| 1.78000 14478.16| 1.88000 15291.54 GEOTEXTILES FOR UNDERDRAIN | | | 0081 720-45235 4.000 EACH| 1100.00000 4400.00| 969.60000 3878.40| 1789.82000 7159.28 CATCH BASIN, E7 | | | 0082 720-45250 18.000 EACH| 1800.00000 32400.00| 1714.06000 30853.08| 1752.73000 31549.14 CATCH BASIN, K10 | | | 0083 720-45265 4.000 EACH| 920.00000 3680.00| 781.68000 3126.72| 824.54000 3298.16 PIPE CATCH BASIN, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 141 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,088,152.53 ROUTE : CR 700W CALL ORDER : 141 CONTRACT ID : R -26263-A COUNTIES : RUSH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1609544 |(6) 35-1136349 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 720-45410 11.000 EACH| 3500.00000 38500.00| 1893.62000 20829.82| 2603.52000 28638.72 MANHOLE, C4 | | | 0085 720-90768 1.000 EACH| 1800.00000 1800.00| 1507.85000 1507.85| 2248.77000 2248.77 CATCH BASIN, S14 | | | 0086 720-95422 2.000 EACH| 4700.00000 9400.00| 2873.81000 5747.62| 3727.86000 7455.72 MANHOLE, J4 | | | 0087 720-99416 5.000 EACH| 2200.00000 11000.00| 2206.39000 11031.95| 2511.62000 12558.10 CATCH BASIN, B15 | | | 0088 721-43035 1.000 EACH| 2500.00000 2500.00| 3180.81000 3180.81| 1452.77000 1452.77 AUTOMATIC DRAINAGE GATE, 900 mm | | | 0089 801-04308 4.000 EACH| 330.00000 1320.00| 334.80000 1339.20| 354.00000 1416.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0090 801-06207 4519.800 m | 2.90000 13107.42| 3.02000 13649.80| 3.20000 14463.36 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0091 801-06606 16.000 EACH| 110.00000 1760.00| 108.00000 1728.00| 114.19000 1827.04 BARRICADE, IIIB | | | 0092 801-06625 36.000 EACH| 100.00000 3600.00| 102.60000 3693.60| 108.48000 3905.28 DETOUR ROUTE MARKER ASSEMBLY | | | 0093 801-06640 37.000 EACH| 84.00000 3108.00| 86.40000 3196.80| 91.36000 3380.32 CONSTRUCTION SIGN, A | | | 0094 801-06645 15.000 EACH| 32.00000 480.00| 32.40000 486.00| 34.26000 513.90 CONSTRUCTION SIGN, B | | | 0095 801-06775 LUMP| 15000.00000 15000.00| 106967.57000 106967.57| 11944.67000 11944.67 MAINTAINING TRAFFIC | | | 0096 802-05701 102.400 m | 36.00000 3686.40| 37.26000 3815.42| 39.40000 4034.56 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0097 802-76025 16.490 m2 | 210.00000 3462.90| 212.76000 3508.41| 224.96000 3709.59 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0098 808-06713 2726.800 m | 0.26000 708.97| 0.27000 736.24| 0.29000 790.77 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0099 808-75240 950.000 m | 0.92000 874.00| 0.95000 902.50| 1.00000 950.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0100 808-75245 2665.300 m | 0.89000 2372.12| 0.92000 2452.08| 0.97000 2585.34 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0101 808-75297 75.400 m | 11.00000 829.40| 11.34000 855.04| 11.99000 904.05 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 141 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,088,152.53 ROUTE : CR 700W CALL ORDER : 141 CONTRACT ID : R -26263-A COUNTIES : RUSH LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1609544 |(6) 35-1136349 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 808-75300 127.800 m | 1.40000 178.92| 1.43000 182.75| 1.51000 192.98 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0103 808-75340 2.000 EACH| 360.00000 720.00| 372.60000 745.20| 393.97000 787.94 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0104 808-75998 93.000 EACH| 24.00000 2232.00| 23.76000 2209.68| 25.69000 2389.17 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0105 808-95933 12.500 m | 21.00000 262.50| 21.60000 270.00| 22.84000 285.50 CURB PAINTING, YELLOW | | | 0106 303-05963 7.700 m3 | 100.00000 770.00| 19.54000 150.46| 41.75000 321.48 AGGREGATE , NO 8 | | | SECTION TOTALS | $ 2,042,000.00| $ 2,066,272.08| $ 2,159,136.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,042,000.00| $ 2,066,272.08| $ 2,159,136.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 955,458.67 ROUTE : SR 164 CALL ORDER : 151 CONTRACT ID : R -26410-A COUNTIES : DUBOIS LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : W370004 W370004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 882,368.46 100.0000% 2 35-1134435 FOERTSCH CONSTRUCTION $ 905,264.33 102.5948% 3 35-0626844 RUDOLPH, J.H. & CO $ 982,723.48 111.3733% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 993,402.28 112.5836% ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1134435 |(3) 35-0626844 |DEIG BROTHERS LUMBER & CONST|FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 25300.00000 25300.00| 25000.00000 25000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 16.000 MOS | 1035.00000 16560.00| 1400.00000 22400.00| 1500.00000 24000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 44000.00000 44000.00| 58500.00000 58500.00| 49000.00000 49000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17950.00000 17950.00| 18000.00000 18000.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 303.000 m2 | 4.80000 1454.40| 5.00000 1515.00| 8.00000 2424.00 SURFACE MILLING, ASPHALT | | | 0006 202-78515 LUMP| 1100.00000 1100.00| 1000.00000 1000.00| 1200.00000 1200.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 203-02000 5138.000 m3 | 7.45000 38278.10| 11.50000 59087.00| 22.00000 113036.00 EXCAVATION, COMMON | | | 0008 205-02229 15.500 m | 15.80000 244.90| 59.96000 929.38| 18.00000 279.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 2.000 EACH| 74.00000 148.00| 78.75000 157.50| 75.00000 150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 205-02236 6.000 EACH| 61.00000 366.00| 78.75000 472.50| 60.00000 360.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 205-02237 13.000 EACH| 54.00000 702.00| 42.00000 546.00| 55.00000 715.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 955,458.67 ROUTE : SR 164 CALL ORDER : 151 CONTRACT ID : R -26410-A COUNTIES : DUBOIS LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1134435 |(3) 35-0626844 |DEIG BROTHERS LUMBER & CONST|FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 207-07500 7332.000 m2 | 6.65000 48757.80| 7.75000 56823.00| 12.00000 87984.00 SUBGRADE TREATMENT, TYPE C | | | 0013 211-02060 118.000 m3 | 26.50000 3127.00| 27.50000 3245.00| 23.00000 2714.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 301-07448 2735.000 Mg | 20.90000 57161.50| 17.50000 47862.50| 11.00000 30085.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 304-07493 107.000 Mg | 73.00000 7811.00| 72.45000 7752.15| 85.00000 9095.00 HMA WIDENING, TYPE B | | | 0016 401-06264 LUMP| 2400.00000 2400.00| 2520.00000 2520.00| 1800.00000 1800.00 PROFILOGRAPH, HMA | | | 0017 401-07321 689.000 Mg | 47.50000 32727.50| 47.04000 32410.56| 44.80000 30867.20 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0018 401-07390 1148.000 Mg | 45.50000 52234.00| 45.05000 51717.40| 42.90000 49249.20 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0019 401-07407 4167.000 Mg | 37.60000 156679.20| 37.28000 155345.76| 35.50000 147928.50 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0020 402-07451 48.000 Mg | 57.20000 2745.60| 56.70000 2721.60| 54.00000 2592.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0021 405-05517 14.000 Mg | 350.00000 4900.00| 346.50000 4851.00| 330.00000 4620.00 ASPHALT FOR PRIME COAT | | | 0022 406-05520 6.700 Mg | 300.00000 2010.00| 299.25000 2004.98| 285.00000 1909.50 ASPHALT FOR TACK COAT | | | 0023 604-91531 10.000 m2 | 39.00000 390.00| 28.88000 288.80| 200.00000 2000.00 SIDEWALK, CONCRETE, 100 mm | | | 0024 605-06140 902.000 m | 37.40000 33734.80| 39.85000 35944.70| 27.00000 24354.00 CURB AND GUTTER, CONCRETE | | | 0025 605-96305 17.000 m | 38.60000 656.20| 40.95000 696.15| 48.00000 816.00 CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0026 610-07487 106.000 Mg | 69.00000 7314.00| 68.25000 7234.50| 65.00000 6890.00 HMA FOR APPROACHES, TYPE B | | | 0027 611-05330 861.000 m2 | 52.20000 44944.20| 39.38000 33906.18| 38.75000 33363.75 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0028 611-06497 9.000 EACH| 110.00000 990.00| 110.25000 992.25| 105.00000 945.00 MAILBOX ASSEMBLY, SINGLE | | | 0029 611-06498 3.000 EACH| 140.00000 420.00| 141.75000 425.25| 135.00000 405.00 MAILBOX ASSEMBLY, DOUBLE | | | 0030 615-06490 38.000 EACH| 100.00000 3800.00| 99.75000 3790.50| 95.00000 3610.00 RIGHT OF WAY MARKER | | | 0031 615-06527 1.000 EACH| 420.00000 420.00| 414.75000 414.75| 395.00000 395.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 151 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 955,458.67 ROUTE : SR 164 CALL ORDER : 151 CONTRACT ID : R -26410-A COUNTIES : DUBOIS LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1134435 |(3) 35-0626844 |DEIG BROTHERS LUMBER & CONST|FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 616-02320 6.000 m2 | 3.10000 18.60| 5.00000 30.00| 3.50000 21.00 GEOTEXTILES | | | 0033 616-06405 2.000 Mg | 51.00000 102.00| 50.00000 100.00| 45.00000 90.00 RIPRAP, REVETMENT | | | 0034 621-06567 146.500 kL | 1.00000 146.50| 0.60000 87.90| 1.00000 146.50 WATER | | | 0035 621-06575 8140.000 m2 | 3.60000 29304.00| 4.40000 35816.00| 7.00000 56980.00 SODDING, NURSERY | | | 0036 715-05048 866.000 m | 10.50000 9093.00| 15.00000 12990.00| 22.00000 19052.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0037 715-05053 11.000 m | 16.00000 176.00| 30.00000 330.00| 95.00000 1045.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0038 715-05123 10.900 m | 169.00000 1842.10| 175.00000 1907.50| 270.00000 2943.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0039 715-05149 137.900 m | 112.00000 15444.80| 80.00000 11032.00| 85.00000 11721.50 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0040 715-05151 276.700 m | 123.00000 34034.10| 85.00000 23519.50| 85.00000 23519.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0041 715-05154 63.800 m | 133.00000 8485.40| 135.00000 8613.00| 175.00000 11165.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0042 715-05169 20.300 m | 141.00000 2862.30| 75.00000 1522.50| 135.00000 2740.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0043 715-46005 5.000 EACH| 345.00000 1725.00| 210.00000 1050.00| 425.00000 2125.00 PIPE END SECTION, 375 mm | | | 0044 715-46020 3.000 EACH| 425.00000 1275.00| 315.00000 945.00| 535.00000 1605.00 PIPE END SECTION, 600 mm | | | 0045 715-94534 16.000 EACH| 455.00000 7280.00| 500.00000 8000.00| 600.00000 9600.00 ADJUST WATER SERVICE LINE,RESIDENTIAL | | | 0046 718-06528 2.000 EACH| 395.00000 790.00| 475.00000 950.00| 665.00000 1330.00 OUTLET PROTECTOR, 1 | | | 0047 718-52610 204.000 m3 | 34.70000 7078.80| 23.00000 4692.00| 43.00000 8772.00 AGGREGATE FOR UNDERDRAINS | | | 0048 718-99153 1703.000 m2 | 1.90000 3235.70| 1.75000 2980.25| 3.00000 5109.00 GEOTEXTILES FOR UNDERDRAIN | | | 0049 720-44000 7.000 EACH| 340.00000 2380.00| 800.00000 5600.00| 400.00000 2800.00 CASTING, ADJUST TO GRADE | | | 0050 720-45045 3.000 EACH| 1865.00000 5595.00| 1600.00000 4800.00| 2000.00000 6000.00 INLET, J10 | | | 0051 720-45235 1.000 EACH| 2210.00000 2210.00| 1450.00000 1450.00| 1800.00000 1800.00 CATCH BASIN, E7 | | | 0052 720-45250 5.000 EACH| 2670.00000 13350.00| 1800.00000 9000.00| 2100.00000 10500.00 CATCH BASIN, K10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 151 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 955,458.67 ROUTE : SR 164 CALL ORDER : 151 CONTRACT ID : R -26410-A COUNTIES : DUBOIS LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1134435 |(3) 35-0626844 |DEIG BROTHERS LUMBER & CONST|FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 720-45275 5.000 EACH| 1325.00000 6625.00| 1250.00000 6250.00| 1300.00000 6500.00 PIPE CATCH BASIN, 600 mm | | | 0054 720-45410 9.000 EACH| 1875.00000 16875.00| 1950.00000 17550.00| 3200.00000 28800.00 MANHOLE, C4 | | | 0055 720-45605 2.700 m | 270.00000 729.00| 750.00000 2025.00| 825.00000 2227.50 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0056 720-95422 1.000 EACH| 2875.00000 2875.00| 3300.00000 3300.00| 3800.00000 3800.00 MANHOLE, J4 | | | 0057 720-98555 1.000 EACH| 2485.00000 2485.00| 2000.00000 2000.00| 2600.00000 2600.00 INLET, C15 | | | 0058 720-98687 3.000 EACH| 2770.00000 8310.00| 1800.00000 5400.00| 2200.00000 6600.00 CATCH BASIN, M10 | | | 0059 720-99417 1.000 EACH| 3065.00000 3065.00| 2200.00000 2200.00| 2750.00000 2750.00 CATCH BASIN, C15 | | | 0060 801-04308 4.000 EACH| 325.00000 1300.00| 309.75000 1239.00| 295.00000 1180.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06203 1400.000 m | 1.00000 1400.00| 0.97000 1358.00| 2.00000 2800.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0062 801-06207 170.000 m | 3.30000 561.00| 3.15000 535.50| 7.00000 1190.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06218 8.000 m | 19.00000 152.00| 18.90000 151.20| 18.00000 144.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0064 801-06606 16.000 EACH| 210.00000 3360.00| 210.00000 3360.00| 200.00000 3200.00 BARRICADE, IIIB | | | 0065 801-06625 21.000 EACH| 104.00000 2184.00| 99.75000 2094.75| 95.00000 1995.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 36.000 EACH| 84.00000 3024.00| 84.00000 3024.00| 100.00000 3600.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 2.000 EACH| 45.00000 90.00| 42.00000 84.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0068 801-06775 LUMP| 27000.00000 27000.00| 33500.00000 33500.00| 7000.00000 7000.00 MAINTAINING TRAFFIC | | | 0069 801-53072 LUMP| 20850.00000 20850.00| 20475.00000 20475.00| 16762.77000 16762.77 TEMPORARY TRAFFIC SIGNAL | | | 0070 802-05701 17.800 m | 32.00000 569.60| 34.30000 610.54| 32.70000 582.06 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0071 802-76025 2.440 m2 | 159.00000 387.96| 247.42000 603.70| 240.00000 585.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 151 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 955,458.67 ROUTE : SR 164 CALL ORDER : 151 CONTRACT ID : R -26410-A COUNTIES : DUBOIS LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1134435 |(3) 35-0626844 |DEIG BROTHERS LUMBER & CONST|FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 802-91122 2.000 EACH| 283.00000 566.00| 278.25000 556.50| 265.00000 530.00 SIGN, GROUND MOUNTED, RESET | | | 0073 805-78010 1.000 EACH| 1100.00000 1100.00| 1050.00000 1050.00| 1000.00000 1000.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0074 805-78195 1.000 EACH| 230.00000 230.00| 336.00000 336.00| 375.00000 375.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0075 805-78415 1.000 EACH| 1535.00000 1535.00| 1417.50000 1417.50| 1350.00000 1350.00 SPAN, CATENARY, AND TETHER | | | 0076 805-78420 1.000 EACH| 265.00000 265.00| 262.50000 262.50| 250.00000 250.00 DISCONNECT HANGER | | | 0077 805-78445 1.000 EACH| 450.00000 450.00| 472.50000 472.50| 450.00000 450.00 SIGNAL SERVICE | | | 0078 805-78467 8.000 m | 4.50000 36.00| 5.25000 42.00| 5.00000 40.00 SIGNAL CABLE, 3C 8GA. | | | 0079 805-78480 135.000 m | 3.00000 405.00| 2.73000 368.55| 2.60000 351.00 SIGNAL CABLE, 3C 14GA. | | | 0080 805-78485 11.000 m | 3.20000 35.20| 3.78000 41.58| 3.60000 39.60 SIGNAL CABLE, 5C 14GA. | | | 0081 805-78906 2.000 EACH| 1910.00000 3820.00| 1680.00000 3360.00| 1600.00000 3200.00 SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0082 805-81032 2.000 EACH| 2610.00000 5220.00| 3150.00000 6300.00| 3000.00000 6000.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0083 808-06703 360.000 m | 1.30000 468.00| 1.24000 446.40| 1.18000 424.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0084 808-75245 1850.000 m | 1.30000 2405.00| 1.24000 2294.00| 1.18000 2183.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0085 808-75278 54.000 m | 3.70000 199.80| 3.62000 195.48| 3.45000 186.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0086 808-75297 49.000 m | 13.60000 666.40| 13.43000 658.07| 12.80000 627.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0087 808-75320 5.000 EACH| 63.00000 315.00| 63.00000 315.00| 60.00000 300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0088 808-75325 5.000 EACH| 68.00000 340.00| 68.25000 341.25| 65.00000 325.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 151 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 955,458.67 ROUTE : SR 164 CALL ORDER : 151 CONTRACT ID : R -26410-A COUNTIES : DUBOIS LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1134435 |(3) 35-0626844 |DEIG BROTHERS LUMBER & CONST|FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 808-75996 85.000 EACH| 11.00000 935.00| 15.00000 1275.00| 3.50000 297.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0090 808-75998 85.000 EACH| 68.00000 5780.00| 68.25000 5801.25| 65.00000 5525.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 882,368.46| $ 905,264.33| $ 982,723.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 882,368.46| $ 905,264.33| $ 982,723.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 151 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 955,458.67 ROUTE : SR 164 CALL ORDER : 151 CONTRACT ID : R -26410-A COUNTIES : DUBOIS LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 30000.00000 30000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 16.000 MOS | 1000.00000 16000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 49670.00000 49670.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 19500.00000 19500.00| | CLEARING RIGHT OF WAY | | | 0005 202-60820 303.000 m2 | 7.50000 2272.50| | SURFACE MILLING, ASPHALT | | | 0006 202-78515 LUMP| 800.00000 800.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 203-02000 5138.000 m3 | 19.00000 97622.00| | EXCAVATION, COMMON | | | 0008 205-02229 15.500 m | 58.00000 899.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 2.000 EACH| 76.00000 152.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 205-02236 6.000 EACH| 76.00000 456.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 205-02237 13.000 EACH| 42.00000 546.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0012 207-07500 7332.000 m2 | 5.00000 36660.00| | SUBGRADE TREATMENT, TYPE C | | | 0013 211-02060 118.000 m3 | 29.00000 3422.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0014 301-07448 2735.000 Mg | 24.00000 65640.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 304-07493 107.000 Mg | 72.00000 7704.00| | HMA WIDENING, TYPE B | | | 0016 401-06264 LUMP| 1900.00000 1900.00| | PROFILOGRAPH, HMA | | | 0017 401-07321 689.000 Mg | 48.00000 33072.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0018 401-07390 1148.000 Mg | 45.00000 51660.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 151 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 955,458.67 ROUTE : SR 164 CALL ORDER : 151 CONTRACT ID : R -26410-A COUNTIES : DUBOIS LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 401-07407 4167.000 Mg | 39.00000 162513.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0020 402-07451 48.000 Mg | 56.00000 2688.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0021 405-05517 14.000 Mg | 350.00000 4900.00| | ASPHALT FOR PRIME COAT | | | 0022 406-05520 6.700 Mg | 290.00000 1943.00| | ASPHALT FOR TACK COAT | | | 0023 604-91531 10.000 m2 | 30.00000 300.00| | SIDEWALK, CONCRETE, 100 mm | | | 0024 605-06140 902.000 m | 40.00000 36080.00| | CURB AND GUTTER, CONCRETE | | | 0025 605-96305 17.000 m | 41.00000 697.00| | CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0026 610-07487 106.000 Mg | 68.00000 7208.00| | HMA FOR APPROACHES, TYPE B | | | 0027 611-05330 861.000 m2 | 40.00000 34440.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0028 611-06497 9.000 EACH| 110.00000 990.00| | MAILBOX ASSEMBLY, SINGLE | | | 0029 611-06498 3.000 EACH| 140.00000 420.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0030 615-06490 38.000 EACH| 100.00000 3800.00| | RIGHT OF WAY MARKER | | | 0031 615-06527 1.000 EACH| 425.00000 425.00| | MONUMENT, SECTION CORNER | | | 0032 616-02320 6.000 m2 | 6.00000 36.00| | GEOTEXTILES | | | 0033 616-06405 2.000 Mg | 46.00000 92.00| | RIPRAP, REVETMENT | | | 0034 621-06567 146.500 kL | 0.55000 80.58| | WATER | | | 0035 621-06575 8140.000 m2 | 4.25000 34595.00| | SODDING, NURSERY | | | 0036 715-05048 866.000 m | 20.00000 17320.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0037 715-05053 11.000 m | 86.00000 946.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0038 715-05123 10.900 m | 220.00000 2398.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 151 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 955,458.67 ROUTE : SR 164 CALL ORDER : 151 CONTRACT ID : R -26410-A COUNTIES : DUBOIS LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-05149 137.900 m | 145.00000 19995.50| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0040 715-05151 276.700 m | 150.00000 41505.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0041 715-05154 63.800 m | 190.00000 12122.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0042 715-05169 20.300 m | 180.00000 3654.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0043 715-46005 5.000 EACH| 500.00000 2500.00| | PIPE END SECTION, 375 mm | | | 0044 715-46020 3.000 EACH| 800.00000 2400.00| | PIPE END SECTION, 600 mm | | | 0045 715-94534 16.000 EACH| 800.00000 12800.00| | ADJUST WATER SERVICE LINE,RESIDENTIAL | | | 0046 718-06528 2.000 EACH| 1052.00000 2104.00| | OUTLET PROTECTOR, 1 | | | 0047 718-52610 204.000 m3 | 42.00000 8568.00| | AGGREGATE FOR UNDERDRAINS | | | 0048 718-99153 1703.000 m2 | 4.00000 6812.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0049 720-44000 7.000 EACH| 500.00000 3500.00| | CASTING, ADJUST TO GRADE | | | 0050 720-45045 3.000 EACH| 1700.00000 5100.00| | INLET, J10 | | | 0051 720-45235 1.000 EACH| 1700.00000 1700.00| | CATCH BASIN, E7 | | | 0052 720-45250 5.000 EACH| 1950.00000 9750.00| | CATCH BASIN, K10 | | | 0053 720-45275 5.000 EACH| 1650.00000 8250.00| | PIPE CATCH BASIN, 600 mm | | | 0054 720-45410 9.000 EACH| 1800.00000 16200.00| | MANHOLE, C4 | | | 0055 720-45605 2.700 m | 1050.00000 2835.00| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0056 720-95422 1.000 EACH| 2250.00000 2250.00| | MANHOLE, J4 | | | 0057 720-98555 1.000 EACH| 2400.00000 2400.00| | INLET, C15 | | | 0058 720-98687 3.000 EACH| 2100.00000 6300.00| | CATCH BASIN, M10 | | | 0059 720-99417 1.000 EACH| 2800.00000 2800.00| | CATCH BASIN, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 151 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 955,458.67 ROUTE : SR 164 CALL ORDER : 151 CONTRACT ID : R -26410-A COUNTIES : DUBOIS LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-04308 4.000 EACH| 320.00000 1280.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06203 1400.000 m | 1.00000 1400.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0062 801-06207 170.000 m | 3.25000 552.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06218 8.000 m | 20.00000 160.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0064 801-06606 16.000 EACH| 225.00000 3600.00| | BARRICADE, IIIB | | | 0065 801-06625 21.000 EACH| 110.00000 2310.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 36.000 EACH| 105.00000 3780.00| | CONSTRUCTION SIGN, A | | | 0067 801-06645 2.000 EACH| 42.00000 84.00| | CONSTRUCTION SIGN, B | | | 0068 801-06775 LUMP| 31000.00000 31000.00| | MAINTAINING TRAFFIC | | | 0069 801-53072 LUMP| 18000.00000 18000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0070 802-05701 17.800 m | 34.00000 605.20| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0071 802-76025 2.440 m2 | 250.00000 610.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0072 802-91122 2.000 EACH| 275.00000 550.00| | SIGN, GROUND MOUNTED, RESET | | | 0073 805-78010 1.000 EACH| 1200.00000 1200.00| | CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0074 805-78195 1.000 EACH| 375.00000 375.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0075 805-78415 1.000 EACH| 1600.00000 1600.00| | SPAN, CATENARY, AND TETHER | | | 0076 805-78420 1.000 EACH| 275.00000 275.00| | DISCONNECT HANGER | | | 0077 805-78445 1.000 EACH| 530.00000 530.00| | SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 151 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 955,458.67 ROUTE : SR 164 CALL ORDER : 151 CONTRACT ID : R -26410-A COUNTIES : DUBOIS LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 805-78467 8.000 m | 5.25000 42.00| | SIGNAL CABLE, 3C 8GA. | | | 0079 805-78480 135.000 m | 2.90000 391.50| | SIGNAL CABLE, 3C 14GA. | | | 0080 805-78485 11.000 m | 4.00000 44.00| | SIGNAL CABLE, 5C 14GA. | | | 0081 805-78906 2.000 EACH| 1800.00000 3600.00| | SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0082 805-81032 2.000 EACH| 3300.00000 6600.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0083 808-06703 360.000 m | 1.30000 468.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0084 808-75245 1850.000 m | 1.30000 2405.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0085 808-75278 54.000 m | 4.00000 216.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0086 808-75297 49.000 m | 13.50000 661.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0087 808-75320 5.000 EACH| 70.00000 350.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0088 808-75325 5.000 EACH| 70.00000 350.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0089 808-75996 85.000 EACH| 12.00000 1020.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0090 808-75998 85.000 EACH| 70.00000 5950.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 993,402.28| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 993,402.28| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,000,015.77 ROUTE : 116TH ST CALL ORDER : 171 CONTRACT ID : R -26586-A COUNTIES : HAMILTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/01/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : IN26001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,623,489.93 100.0000% 2 35-1912582 EDSAM CONSTRUCTION, INC. CONDITIONAL BID $ 1,635,209.80 100.7218% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 1,675,609.15 103.2103% 4 35-1609544 SCHUTT-LOOKABILL CO $ 1,690,319.81 104.1164% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 1,767,969.83 108.8993% 6 35-1139301 E & B PAVING, INC. $ 1,768,791.22 108.9499% 7 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 1,795,423.46 110.5903% 8 35-1212938 ATLAS EXCAVATING, INC. CONDITIONAL BID $ 1,802,957.49 111.0544% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 45000.00000 45000.00| 33000.00000 33000.00| 31327.56000 31327.56 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2100.00000 21000.00| 1650.00000 16500.00| 1291.90000 12919.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 83000.00000 83000.00| 40700.00000 40700.00| 83500.00000 83500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 5500.00000 5500.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 202-02245 2.000 EACH| 92.56000 185.12| 440.00000 880.00| 100.00000 200.00 TREE, 150 mm, REMOVE | | | 0006 202-02250 35.000 EACH| 138.85000 4859.75| 550.00000 19250.00| 300.00000 10500.00 TREE, 250 mm, REMOVE | | | 0007 202-02255 15.000 EACH| 185.13000 2776.95| 660.00000 9900.00| 500.00000 7500.00 TREE, 460 mm, REMOVE | | | 0008 202-02260 1.000 EACH| 509.11000 509.11| 1650.00000 1650.00| 900.00000 900.00 TREE, 760 mm, REMOVE | | | 0009 202-02278 1214.000 m | 8.18000 9930.52| 8.80000 10683.20| 9.71000 11787.94 CURB, CONCRETE, REMOVE | | | 0010 202-52710 989.900 m2 | 5.70000 5642.43| 7.70000 7622.23| 7.49000 7414.35 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-90747 1.100 m3 | 670.56000 737.62| 880.00000 968.00| 498.70000 548.57 RETAINING WALL, REMOVE | | | 0012 202-91385 13.000 EACH| 168.99000 2196.87| 550.00000 7150.00| 143.93000 1871.09 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,000,015.77 ROUTE : 116TH ST CALL ORDER : 171 CONTRACT ID : R -26586-A COUNTIES : HAMILTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-93047 14.000 EACH| 177.37000 2483.18| 715.00000 10010.00| 191.35000 2678.90 MANHOLE, REMOVE | | | 0014 202-96022 3.000 EACH| 319.92000 959.76| 220.00000 660.00| 216.05000 648.15 CONCRETE FOUNDATION, REMOVE | | | 0015 202-96133 693.900 m | 80.00000 55512.00| 17.60000 12212.64| 26.83000 18617.34 PIPE, REMOVE | | | 0016 203-02000 3438.000 m3 | 28.00000 96264.00| 16.50000 56727.00| 35.00000 120330.00 EXCAVATION, COMMON | | | 0017 205-02224 104.000 m | 6.48000 673.92| 11.00000 1144.00| 7.56000 786.24 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02234 1.000 EACH| 92.56000 92.56| 132.00000 132.00| 108.03000 108.03 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0019 205-02236 4.000 EACH| 55.54000 222.16| 88.00000 352.00| 64.82000 259.28 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 205-02237 44.000 EACH| 27.77000 1221.88| 55.00000 2420.00| 32.41000 1426.04 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0021 207-07498 11507.000 m2 | 3.94000 45337.58| 9.90000 113919.30| 5.00000 57535.00 SUBGRADE TREATMENT, TYPE A | | | 0022 211-07454 1499.600 m3 | 11.35000 17020.46| 19.80000 29692.08| 12.83000 19239.87 STRUCTURE BACKFILL | | | 0023 303-01180 1004.900 Mg | 24.86000 24981.81| 19.80000 19897.02| 22.64000 22750.94 COMPACTED AGGREGATE, 53 | | | 0024 401-06264 LUMP| 2000.00000 2000.00| 2200.00000 2200.00| 6481.57000 6481.57 PROFILOGRAPH, HMA | | | 0025 401-07334 1563.900 Mg | 55.00000 86014.50| 60.50000 94615.95| 62.06000 97055.63 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0026 401-07403 2606.800 Mg | 46.50000 121216.20| 51.70000 134771.56| 45.80000 119391.44 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0027 401-07408 4113.700 Mg | 42.00000 172775.40| 44.00000 181002.80| 40.40000 166193.48 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0028 401-07429 2025.100 Mg | 44.00000 89104.40| 46.20000 93559.62| 49.58000 100404.46 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0029 402-05495 841.900 Mg | 53.00000 44620.70| 57.20000 48156.68| 44.94000 37834.99 HMA WEDGE AND LEVEL | | | 0030 402-07432 155.600 Mg | 72.00000 11203.20| 77.00000 11981.20| 65.73000 10227.59 HMA TYPE A, SURFACE | | | 0031 402-07435 270.100 Mg | 50.00000 13505.00| 52.80000 14261.28| 50.18000 13553.62 HMA TYPE A, INTERMEDIATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,000,015.77 ROUTE : 116TH ST CALL ORDER : 171 CONTRACT ID : R -26586-A COUNTIES : HAMILTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 405-05517 4.470 Mg | 380.00000 1698.60| 418.00000 1868.46| 270.07000 1207.21 ASPHALT FOR PRIME COAT | | | 0033 406-05520 16.720 Mg | 220.00000 3678.40| 242.00000 4046.24| 199.85000 3341.49 ASPHALT FOR TACK COAT | | | 0034 604-06069 161.800 m2 | 54.00000 8737.20| 44.00000 7119.20| 44.74000 7238.93 CURB RAMP, CONCRETE | | | 0035 604-91531 1538.500 m2 | 38.71000 59555.34| 33.00000 50770.50| 26.49000 40754.87 SIDEWALK, CONCRETE, 100 mm | | | 0036 605-06120 767.500 m | 33.24000 25511.70| 45.10000 34614.25| 35.31000 27100.43 CURB, CONCRETE | | | 0037 605-06140 1768.100 m | 40.30000 71254.43| 44.00000 77796.40| 39.18000 69274.16 CURB AND GUTTER, CONCRETE | | | 0038 605-06255 417.900 m2 | 70.67000 29532.99| 77.00000 32178.30| 75.13000 31396.83 CENTER CURB, D, CONCRETE | | | 0039 607-06355 3.600 m | 215.93000 777.35| 330.00000 1188.00| 229.00000 824.40 PAVED SIDE DITCH, E | | | 0040 611-05330 1299.300 m2 | 32.52000 42253.24| 46.20000 60027.66| 34.63000 44994.76 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0041 616-02320 1559.000 m2 | 2.27000 3538.93| 2.42000 3772.78| 3.37000 5253.83 GEOTEXTILES | | | 0042 621-06574 6932.000 m2 | 5.12000 35491.84| 4.40000 30500.80| 3.73000 25856.36 SODDING | | | 0043 715-05048 1915.000 m | 9.98000 19111.70| 6.60000 12639.00| 7.01000 13424.15 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05053 45.100 m | 57.38000 2587.84| 27.50000 1240.25| 68.57000 3092.51 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0045 715-05149 275.800 m | 93.55000 25801.09| 66.00000 18202.80| 123.90000 34171.62 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-05151 329.000 m | 102.18000 33617.22| 74.80000 24609.20| 123.33000 40575.57 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0047 715-05152 373.100 m | 107.01000 39925.43| 79.20000 29549.52| 95.85000 35761.64 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0048 715-05153 42.900 m | 136.37000 5850.27| 91.30000 3916.77| 187.91000 8061.34 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0049 715-05154 141.800 m | 124.37000 17635.67| 114.40000 16221.92| 147.61000 20931.10 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0050 715-05327 277.800 m | 185.42000 51509.68| 148.50000 41253.30| 171.00000 47503.80 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0051 715-05331 20.500 m | 307.81000 6310.11| 165.00000 3382.50| 238.97000 4898.89 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,000,015.77 ROUTE : 116TH ST CALL ORDER : 171 CONTRACT ID : R -26586-A COUNTIES : HAMILTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-05333 8.900 m | 373.67000 3325.66| 198.00000 1762.20| 244.15000 2172.94 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.38 | | | m2 | | | 0053 715-05335 39.900 m | 240.03000 9577.20| 198.00000 7900.20| 217.16000 8664.68 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.47 | | | m2 | | | 0054 715-44240 0.800 m3 | 1082.11000 865.69| 2200.00000 1760.00| 955.08000 764.06 CONCRETE, A, STRUCTURES | | | 0055 715-46005 2.000 EACH| 572.99000 1145.98| 495.00000 990.00| 190.47000 380.94 PIPE END SECTION, 375 mm | | | 0056 715-46020 1.000 EACH| 665.54000 665.54| 990.00000 990.00| 329.25000 329.25 PIPE END SECTION, 600 mm | | | 0057 718-06532 1000.000 m | 2.78000 2780.00| 3.30000 3300.00| 3.24000 3240.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0058 718-52610 367.600 m3 | 37.86000 13917.34| 28.60000 10513.36| 40.86000 15020.14 AGGREGATE FOR UNDERDRAINS | | | 0059 718-99153 1684.900 m2 | 1.80000 3032.82| 1.54000 2594.75| 2.48000 4178.55 GEOTEXTILES FOR UNDERDRAIN | | | 0060 720-44000 3.000 EACH| 370.49000 1111.47| 440.00000 1320.00| 282.81000 848.43 CASTING, ADJUST TO GRADE | | | 0061 720-45015 1.000 EACH| 866.71000 866.71| 1100.00000 1100.00| 946.51000 946.51 INLET, A8 | | | 0062 720-45070 1.000 EACH| 1079.60000 1079.60| 1320.00000 1320.00| 1116.38000 1116.38 INLET, P12A | | | 0063 720-45075 1.000 EACH| 970.38000 970.38| 1210.00000 1210.00| 1067.53000 1067.53 INLET, R13 | | | 0064 720-45410 6.000 EACH| 1416.24000 8497.44| 1430.00000 8580.00| 1286.89000 7721.34 MANHOLE, C4 | | | 0065 720-93409 8.000 EACH| 1238.47000 9907.76| 1650.00000 13200.00| 1353.98000 10831.84 INLET, B15, MODIFIED | | | 0066 720-93411 33.000 EACH| 1253.56000 41367.48| 1705.00000 56265.00| 1386.18000 45743.94 INLET, C15, MODIFIED | | | 0067 720-95310 3.000 EACH| 1079.37000 3238.11| 1375.00000 4125.00| 1144.14000 3432.42 INLET, P12A, MODIFIED | | | 0068 720-95409 3.000 EACH| 2359.78000 7079.34| 2200.00000 6600.00| 1928.62000 5785.86 MANHOLE, J4, MODIFIED | | | 0069 720-98174 2.000 EACH| 1238.47000 2476.94| 1650.00000 3300.00| 1353.98000 2707.96 INLET, B15 | | | 0070 720-98555 2.000 EACH| 1265.32000 2530.64| 1760.00000 3520.00| 1413.93000 2827.86 INLET, C15 | | | 0071 801-04308 4.000 EACH| 222.16000 888.64| 264.00000 1056.00| 275.47000 1101.88 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,000,015.77 ROUTE : 116TH ST CALL ORDER : 171 CONTRACT ID : R -26586-A COUNTIES : HAMILTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-06203 6103.000 m | 0.37000 2258.11| 0.66000 4027.98| 0.41000 2502.23 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0073 801-06207 1022.000 m | 2.69000 2749.18| 3.30000 3372.60| 3.23000 3301.06 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0074 801-06605 11.000 EACH| 74.05000 814.55| 88.00000 968.00| 81.02000 891.22 BARRICADE, IIIA | | | 0075 801-06640 18.000 EACH| 66.65000 1199.70| 79.20000 1425.60| 91.82000 1652.76 CONSTRUCTION SIGN, A | | | 0076 801-06710 240.000 DAY | 11.11000 2666.40| 13.20000 3168.00| 13.20000 3168.00 FLASHING ARROW SIGN | | | 0077 801-06775 LUMP| 21537.89000 21537.89| 34100.00000 34100.00| 76212.00000 76212.00 MAINTAINING TRAFFIC | | | 0078 802-05701 45.000 m | 38.88000 1749.60| 47.30000 2128.50| 45.37000 2041.65 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0079 802-05702 13.200 m | 31.47000 415.40| 27.50000 363.00| 36.73000 484.84 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0080 802-76025 7.564 m2 | 173.93000 1315.61| 286.00000 2163.30| 203.09000 1536.17 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0081 802-94715 LUMP| 120.33000 120.33| 137.50000 137.50| 140.43000 140.43 SIGNS, SHEET, REMOVE AND RESET | | | 0082 805-01893 LUMP| 1527.32000 1527.32| 1815.00000 1815.00| 1782.43000 1782.43 MAINTAINING TRAFFIC SIGNAL | | | 0083 807-02428 3.000 EACH| 1342.19000 4026.57| 1595.00000 4785.00| 1566.38000 4699.14 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0084 807-02603 3.000 EACH| 305.46000 916.38| 363.00000 1089.00| 356.49000 1069.47 LIGHT STANDARD, RELOCATE | | | 0085 808-06701 476.000 m | 1.03000 490.28| 1.32000 628.32| 1.02000 485.52 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0086 808-06703 770.000 m | 1.01000 777.70| 1.21000 931.70| 1.02000 785.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0087 808-06706 125.000 m | 9.72000 1215.00| 11.55000 1443.75| 10.79000 1348.75 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0088 808-75043 419.800 m | 1.52000 638.10| 1.87000 785.03| 1.89000 793.42 LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 171 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,000,015.77 ROUTE : 116TH ST CALL ORDER : 171 CONTRACT ID : R -26586-A COUNTIES : HAMILTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 |(3) 35-0999231 |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 808-75245 1990.000 m | 0.88000 1751.20| 1.10000 2189.00| 0.97000 1930.30 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0090 808-75320 16.000 EACH| 43.50000 696.00| 51.70000 827.20| 59.41000 950.56 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0091 808-75325 16.000 EACH| 54.61000 873.76| 64.90000 1038.40| 81.02000 1296.32 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,623,489.93| $ 1,635,209.80| $ 1,675,609.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,623,489.93| $ 1,635,209.80| $ 1,675,609.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 171 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,000,015.77 ROUTE : 116TH ST CALL ORDER : 171 CONTRACT ID : R -26586-A COUNTIES : HAMILTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-0918397 |(6) 35-1139301 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 28296.00000 28296.00| 27000.00000 27000.00| 32375.00000 32375.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1362.84000 13628.40| 2525.00000 25250.00| 2200.00000 22000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 84515.00000 84515.00| 88450.00000 88450.00| 88000.00000 88000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14013.46000 14013.46| 27200.00000 27200.00| 24100.00000 24100.00 CLEARING RIGHT OF WAY | | | 0005 202-02245 2.000 EACH| 198.16000 396.32| 100.00000 200.00| 260.00000 520.00 TREE, 150 mm, REMOVE | | | 0006 202-02250 35.000 EACH| 221.05000 7736.75| 300.00000 10500.00| 120.00000 4200.00 TREE, 250 mm, REMOVE | | | 0007 202-02255 15.000 EACH| 299.27000 4489.05| 750.00000 11250.00| 190.00000 2850.00 TREE, 460 mm, REMOVE | | | 0008 202-02260 1.000 EACH| 565.25000 565.25| 1000.00000 1000.00| 800.00000 800.00 TREE, 760 mm, REMOVE | | | 0009 202-02278 1214.000 m | 6.74000 8182.36| 17.70000 21487.80| 11.10000 13475.40 CURB, CONCRETE, REMOVE | | | 0010 202-52710 989.900 m2 | 7.89000 7810.31| 8.95000 8859.61| 2.80000 2771.72 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-90747 1.100 m3 | 1213.40000 1334.74| 765.00000 841.50| 3326.00000 3658.60 RETAINING WALL, REMOVE | | | 0012 202-91385 13.000 EACH| 160.19000 2082.47| 545.00000 7085.00| 330.00000 4290.00 INLET, REMOVE | | | 0013 202-93047 14.000 EACH| 911.93000 12767.02| 665.00000 9310.00| 410.00000 5740.00 MANHOLE, REMOVE | | | 0014 202-96022 3.000 EACH| 216.00000 648.00| 205.00000 615.00| 200.00000 600.00 CONCRETE FOUNDATION, REMOVE | | | 0015 202-96133 693.900 m | 8.70000 6036.93| 42.00000 29143.80| 31.50000 21857.85 PIPE, REMOVE | | | 0016 203-02000 3438.000 m3 | 19.18000 65940.84| 43.10000 148177.80| 27.20000 93513.60 EXCAVATION, COMMON | | | 0017 205-02224 104.000 m | 7.88000 819.52| 7.20000 748.80| 7.30000 759.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02234 1.000 EACH| 48.60000 48.60| 100.00000 100.00| 45.00000 45.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0019 205-02236 4.000 EACH| 43.20000 172.80| 61.00000 244.00| 40.00000 160.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 171 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,000,015.77 ROUTE : 116TH ST CALL ORDER : 171 CONTRACT ID : R -26586-A COUNTIES : HAMILTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-0918397 |(6) 35-1139301 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-02237 44.000 EACH| 43.20000 1900.80| 31.00000 1364.00| 40.00000 1760.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0021 207-07498 11507.000 m2 | 6.15000 70768.05| 5.60000 64439.20| 6.00000 69042.00 SUBGRADE TREATMENT, TYPE A | | | 0022 211-07454 1499.600 m3 | 24.31000 36455.28| 15.00000 22494.00| 23.64000 35450.54 STRUCTURE BACKFILL | | | 0023 303-01180 1004.900 Mg | 19.76000 19856.82| 21.00000 21102.90| 27.65000 27785.49 COMPACTED AGGREGATE, 53 | | | 0024 401-06264 LUMP| 6480.00000 6480.00| 6000.00000 6000.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0025 401-07334 1563.900 Mg | 62.05000 97040.00| 57.45000 89846.06| 55.00000 86014.50 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0026 401-07403 2606.800 Mg | 45.79000 119365.37| 42.40000 110528.32| 42.00000 109485.60 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0027 401-07408 4113.700 Mg | 40.39000 166152.34| 37.40000 153852.38| 42.00000 172775.40 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0028 401-07429 2025.100 Mg | 49.57000 100384.21| 45.90000 92952.09| 42.00000 85054.20 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0029 402-05495 841.900 Mg | 44.93000 37826.57| 41.00000 34517.90| 52.00000 43778.80 HMA WEDGE AND LEVEL | | | 0030 402-07432 155.600 Mg | 65.72000 10226.03| 60.85000 9468.26| 90.00000 14004.00 HMA TYPE A, SURFACE | | | 0031 402-07435 270.100 Mg | 50.17000 13550.92| 46.45000 12546.15| 72.00000 19447.20 HMA TYPE A, INTERMEDIATE | | | 0032 405-05517 4.470 Mg | 270.00000 1206.90| 350.00000 1564.50| 200.00000 894.00 ASPHALT FOR PRIME COAT | | | 0033 406-05520 16.720 Mg | 199.80000 3340.66| 185.00000 3093.20| 200.00000 3344.00 ASPHALT FOR TACK COAT | | | 0034 604-06069 161.800 m2 | 43.19000 6988.14| 70.00000 11326.00| 55.00000 8899.00 CURB RAMP, CONCRETE | | | 0035 604-91531 1538.500 m2 | 24.49000 37677.87| 29.70000 45693.45| 23.50000 36154.75 SIDEWALK, CONCRETE, 100 mm | | | 0036 605-06120 767.500 m | 39.76000 30515.80| 41.29000 31690.08| 45.00000 34537.50 CURB, CONCRETE | | | 0037 605-06140 1768.100 m | 48.29000 85381.55| 45.00000 79564.50| 42.00000 74260.20 CURB AND GUTTER, CONCRETE | | | 0038 605-06255 417.900 m2 | 84.35000 35249.87| 72.40000 30255.96| 77.00000 32178.30 CENTER CURB, D, CONCRETE | | | 0039 607-06355 3.600 m | 933.76000 3361.54| 420.00000 1512.00| 613.68000 2209.25 PAVED SIDE DITCH, E | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 171 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,000,015.77 ROUTE : 116TH ST CALL ORDER : 171 CONTRACT ID : R -26586-A COUNTIES : HAMILTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-0918397 |(6) 35-1139301 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 611-05330 1299.300 m2 | 34.54000 44877.82| 40.50000 52621.65| 44.00000 57169.20 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0041 616-02320 1559.000 m2 | 5.66000 8823.94| 1.80000 2806.20| 1.90000 2962.10 GEOTEXTILES | | | 0042 621-06574 6932.000 m2 | 3.19000 22113.08| 3.45000 23915.40| 2.95000 20449.40 SODDING | | | 0043 715-05048 1915.000 m | 8.32000 15932.80| 7.70000 14745.50| 9.20000 17618.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05053 45.100 m | 36.72000 1656.07| 34.00000 1533.40| 54.00000 2435.40 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0045 715-05149 275.800 m | 87.46000 24121.47| 101.00000 27855.80| 95.00000 26201.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-05151 329.000 m | 92.93000 30573.97| 90.00000 29610.00| 104.20000 34281.80 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0047 715-05152 373.100 m | 95.08000 35474.35| 97.30000 36302.63| 109.40000 40817.14 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0048 715-05153 42.900 m | 121.37000 5206.77| 101.00000 4332.90| 150.68000 6464.17 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0049 715-05154 141.800 m | 133.97000 18996.95| 119.00000 16874.20| 138.43000 19629.37 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0050 715-05327 277.800 m | 164.75000 45767.55| 173.50000 48198.30| 188.00000 52226.40 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0051 715-05331 20.500 m | 205.92000 4221.36| 222.00000 4551.00| 243.00000 4981.50 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0052 715-05333 8.900 m | 230.67000 2052.96| 310.00000 2759.00| 407.35000 3625.42 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.38 | | | m2 | | | 0053 715-05335 39.900 m | 213.37000 8513.46| 235.00000 9376.50| 264.00000 10533.60 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.47 | | | m2 | | | 0054 715-44240 0.800 m3 | 1241.40000 993.12| 1295.00000 1036.00| 1570.00000 1256.00 CONCRETE, A, STRUCTURES | | | 0055 715-46005 2.000 EACH| 266.13000 532.26| 265.00000 530.00| 595.00000 1190.00 PIPE END SECTION, 375 mm | | | 0056 715-46020 1.000 EACH| 390.84000 390.84| 305.00000 305.00| 751.00000 751.00 PIPE END SECTION, 600 mm | | | 0057 718-06532 1000.000 m | 3.54000 3540.00| 3.28000 3280.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 171 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,000,015.77 ROUTE : 116TH ST CALL ORDER : 171 CONTRACT ID : R -26586-A COUNTIES : HAMILTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-0918397 |(6) 35-1139301 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 718-52610 367.600 m3 | 37.80000 13895.28| 35.00000 12866.00| 36.15000 13288.74 AGGREGATE FOR UNDERDRAINS | | | 0059 718-99153 1684.900 m2 | 1.78000 2999.12| 1.65000 2780.09| 1.72000 2898.03 GEOTEXTILES FOR UNDERDRAIN | | | 0060 720-44000 3.000 EACH| 511.68000 1535.04| 455.00000 1365.00| 515.00000 1545.00 CASTING, ADJUST TO GRADE | | | 0061 720-45015 1.000 EACH| 930.47000 930.47| 1325.00000 1325.00| 1700.00000 1700.00 INLET, A8 | | | 0062 720-45070 1.000 EACH| 1375.68000 1375.68| 1550.00000 1550.00| 2084.00000 2084.00 INLET, P12A | | | 0063 720-45075 1.000 EACH| 1071.85000 1071.85| 1505.00000 1505.00| 2151.00000 2151.00 INLET, R13 | | | 0064 720-45410 6.000 EACH| 1658.47000 9950.82| 2160.00000 12960.00| 2765.00000 16590.00 MANHOLE, C4 | | | 0065 720-93409 8.000 EACH| 1516.59000 12132.72| 1740.00000 13920.00| 2312.00000 18496.00 INLET, B15, MODIFIED | | | 0066 720-93411 33.000 EACH| 1619.39000 53439.87| 1810.00000 59730.00| 2388.00000 78804.00 INLET, C15, MODIFIED | | | 0067 720-95310 3.000 EACH| 1521.99000 4565.97| 1570.00000 4710.00| 2145.00000 6435.00 INLET, P12A, MODIFIED | | | 0068 720-95409 3.000 EACH| 2572.55000 7717.65| 2900.00000 8700.00| 3150.00000 9450.00 MANHOLE, J4, MODIFIED | | | 0069 720-98174 2.000 EACH| 1472.88000 2945.76| 1740.00000 3480.00| 2647.00000 5294.00 INLET, B15 | | | 0070 720-98555 2.000 EACH| 1611.43000 3222.86| 1835.00000 3670.00| 2512.00000 5024.00 INLET, C15 | | | 0071 801-04308 4.000 EACH| 259.20000 1036.80| 245.00000 980.00| 240.00000 960.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06203 6103.000 m | 0.43000 2624.29| 0.40000 2441.20| 1.01000 6164.03 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0073 801-06207 1022.000 m | 3.13000 3198.86| 2.95000 3014.90| 3.55000 3628.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0074 801-06605 11.000 EACH| 86.40000 950.40| 82.00000 902.00| 80.00000 880.00 BARRICADE, IIIA | | | 0075 801-06640 18.000 EACH| 77.76000 1399.68| 74.00000 1332.00| 72.00000 1296.00 CONSTRUCTION SIGN, A | | | 0076 801-06710 240.000 DAY | 12.96000 3110.40| 12.35000 2964.00| 12.00000 2880.00 FLASHING ARROW SIGN | | | 0077 801-06775 LUMP| 125937.20000 125937.20| 88000.00000 88000.00| 77000.00000 77000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 171 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,000,015.77 ROUTE : 116TH ST CALL ORDER : 171 CONTRACT ID : R -26586-A COUNTIES : HAMILTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-0918397 |(6) 35-1139301 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 802-05701 45.000 m | 45.36000 2041.20| 42.00000 1890.00| 42.00000 1890.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0079 802-05702 13.200 m | 36.72000 484.70| 34.00000 448.80| 34.00000 448.80 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0080 802-76025 7.564 m2 | 203.04000 1535.79| 188.00000 1422.03| 188.00000 1422.03 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0081 802-94715 LUMP| 140.40000 140.40| 130.00000 130.00| 130.00000 130.00 SIGNS, SHEET, REMOVE AND RESET | | | 0082 805-01893 LUMP| 1782.00000 1782.00| 1650.00000 1650.00| 1650.00000 1650.00 MAINTAINING TRAFFIC SIGNAL | | | 0083 807-02428 3.000 EACH| 1566.00000 4698.00| 1450.00000 4350.00| 1450.00000 4350.00 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0084 807-02603 3.000 EACH| 356.40000 1069.20| 330.00000 990.00| 330.00000 990.00 LIGHT STANDARD, RELOCATE | | | 0085 808-06701 476.000 m | 1.21000 575.96| 1.15000 547.40| 1.12000 533.12 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0086 808-06703 770.000 m | 1.18000 908.60| 1.10000 847.00| 1.09000 839.30 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0087 808-06706 125.000 m | 11.34000 1417.50| 10.50000 1312.50| 10.50000 1312.50 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0088 808-75043 419.800 m | 1.77000 743.05| 1.65000 692.67| 1.64000 688.47 LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0089 808-75245 1990.000 m | 1.03000 2049.70| 0.95000 1890.50| 0.95000 1890.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0090 808-75320 16.000 EACH| 50.76000 812.16| 47.00000 752.00| 47.00000 752.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0091 808-75325 16.000 EACH| 63.72000 1019.52| 59.00000 944.00| 59.00000 944.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,690,319.81| $ 1,767,969.83| $ 1,768,791.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,690,319.81| $ 1,767,969.83| $ 1,768,791.22 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 171 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,000,015.77 ROUTE : 116TH ST CALL ORDER : 171 CONTRACT ID : R -26586-A COUNTIES : HAMILTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 |(8) 35-1212938 | |TSCHUOR, GALE COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 29918.78000 29918.78| 45000.00000 45000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2478.37000 24783.70| 900.00000 9000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 89000.00000 89000.00| 92000.00000 92000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 26036.36000 26036.36| 70000.00000 70000.00| CLEARING RIGHT OF WAY | | | 0005 202-02245 2.000 EACH| 513.87000 1027.74| 250.00000 500.00| TREE, 150 mm, REMOVE | | | 0006 202-02250 35.000 EACH| 628.07000 21982.45| 400.00000 14000.00| TREE, 250 mm, REMOVE | | | 0007 202-02255 15.000 EACH| 856.45000 12846.75| 700.00000 10500.00| TREE, 460 mm, REMOVE | | | 0008 202-02260 1.000 EACH| 1313.23000 1313.23| 1200.00000 1200.00| TREE, 760 mm, REMOVE | | | 0009 202-02278 1214.000 m | 8.47000 10282.58| 10.00000 12140.00| CURB, CONCRETE, REMOVE | | | 0010 202-52710 989.900 m2 | 9.48000 9384.25| 8.00000 7919.20| SIDEWALK, CONCRETE, REMOVE | | | 0011 202-90747 1.100 m3 | 642.93000 707.22| 750.00000 825.00| RETAINING WALL, REMOVE | | | 0012 202-91385 13.000 EACH| 175.37000 2279.81| 360.00000 4680.00| INLET, REMOVE | | | 0013 202-93047 14.000 EACH| 612.31000 8572.34| 550.00000 7700.00| MANHOLE, REMOVE | | | 0014 202-96022 3.000 EACH| 228.39000 685.17| 850.00000 2550.00| CONCRETE FOUNDATION, REMOVE | | | 0015 202-96133 693.900 m | 25.59000 17756.90| 52.00000 36082.80| PIPE, REMOVE | | | 0016 203-02000 3438.000 m3 | 26.71000 91828.98| 13.00000 44694.00| EXCAVATION, COMMON | | | 0017 205-02224 104.000 m | 7.99000 830.96| 6.00000 624.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02234 1.000 EACH| 114.19000 114.19| 100.00000 100.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0019 205-02236 4.000 EACH| 68.52000 274.08| 100.00000 400.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 171 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,000,015.77 ROUTE : 116TH ST CALL ORDER : 171 CONTRACT ID : R -26586-A COUNTIES : HAMILTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 |(8) 35-1212938 | |TSCHUOR, GALE COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-02237 44.000 EACH| 34.26000 1507.44| 60.00000 2640.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0021 207-07498 11507.000 m2 | 6.04000 69502.28| 4.50000 51781.50| SUBGRADE TREATMENT, TYPE A | | | 0022 211-07454 1499.600 m3 | 21.55000 32316.38| 16.00000 23993.60| STRUCTURE BACKFILL | | | 0023 303-01180 1004.900 Mg | 25.33000 25454.12| 15.50000 15575.95| COMPACTED AGGREGATE, 53 | | | 0024 401-06264 LUMP| 6851.63000 6851.63| 6500.00000 6500.00| PROFILOGRAPH, HMA | | | 0025 401-07334 1563.900 Mg | 65.60000 102591.84| 59.50000 93052.05| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0026 401-07403 2606.800 Mg | 48.42000 126221.26| 44.50000 116002.60| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0027 401-07408 4113.700 Mg | 42.71000 175696.13| 39.50000 162491.15| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0028 401-07429 2025.100 Mg | 52.41000 106135.49| 48.00000 97204.80| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0029 402-05495 841.900 Mg | 47.50000 39990.25| 43.50000 36622.65| HMA WEDGE AND LEVEL | | | 0030 402-07432 155.600 Mg | 69.49000 10812.64| 63.00000 9802.80| HMA TYPE A, SURFACE | | | 0031 402-07435 270.100 Mg | 53.04000 14326.10| 48.50000 13099.85| HMA TYPE A, INTERMEDIATE | | | 0032 405-05517 4.470 Mg | 285.48000 1276.10| 275.00000 1229.25| ASPHALT FOR PRIME COAT | | | 0033 406-05520 16.720 Mg | 211.26000 3532.27| 215.00000 3594.80| ASPHALT FOR TACK COAT | | | 0034 604-06069 161.800 m2 | 60.23000 9745.21| 57.00000 9222.60| CURB RAMP, CONCRETE | | | 0035 604-91531 1538.500 m2 | 35.20000 54155.20| 36.00000 55386.00| SIDEWALK, CONCRETE, 100 mm | | | 0036 605-06120 767.500 m | 37.08000 28458.90| 29.00000 22257.50| CURB, CONCRETE | | | 0037 605-06140 1768.100 m | 48.04000 84939.52| 45.00000 79564.50| CURB AND GUTTER, CONCRETE | | | 0038 605-06255 417.900 m2 | 64.57000 26983.80| 70.00000 29253.00| CENTER CURB, D, CONCRETE | | | 0039 607-06355 3.600 m | 384.77000 1385.17| 290.00000 1044.00| PAVED SIDE DITCH, E | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 171 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,000,015.77 ROUTE : 116TH ST CALL ORDER : 171 CONTRACT ID : R -26586-A COUNTIES : HAMILTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 |(8) 35-1212938 | |TSCHUOR, GALE COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 611-05330 1299.300 m2 | 53.97000 70123.22| 35.00000 45475.50| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0041 616-02320 1559.000 m2 | 2.39000 3726.01| 3.50000 5456.50| GEOTEXTILES | | | 0042 621-06574 6932.000 m2 | 5.89000 40829.48| 3.80000 26341.60| SODDING | | | 0043 715-05048 1915.000 m | 8.79000 16832.85| 4.40000 8426.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05053 45.100 m | 38.83000 1751.23| 74.00000 3337.40| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0045 715-05149 275.800 m | 82.70000 22808.66| 110.00000 30338.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-05151 329.000 m | 88.96000 29267.84| 120.00000 39480.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0047 715-05152 373.100 m | 96.62000 36048.92| 140.00000 52234.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0048 715-05153 42.900 m | 110.97000 4760.61| 160.00000 6864.00| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0049 715-05154 141.800 m | 132.83000 18835.29| 170.00000 24106.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0050 715-05327 277.800 m | 168.80000 46892.64| 200.00000 55560.00| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0051 715-05331 20.500 m | 216.88000 4446.04| 250.00000 5125.00| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0052 715-05333 8.900 m | 274.21000 2440.47| 290.00000 2581.00| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.38 | | | m2 | | | 0053 715-05335 39.900 m | 274.54000 10954.15| 290.00000 11571.00| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.47 | | | m2 | | | 0054 715-44240 0.800 m3 | 403.96000 323.17| 1100.00000 880.00| CONCRETE, A, STRUCTURES | | | 0055 715-46005 2.000 EACH| 438.28000 876.56| 210.00000 420.00| PIPE END SECTION, 375 mm | | | 0056 715-46020 1.000 EACH| 579.25000 579.25| 220.00000 220.00| PIPE END SECTION, 600 mm | | | 0057 718-06532 1000.000 m | 3.75000 3750.00| 3.10000 3100.00| VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 171 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,000,015.77 ROUTE : 116TH ST CALL ORDER : 171 CONTRACT ID : R -26586-A COUNTIES : HAMILTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 |(8) 35-1212938 | |TSCHUOR, GALE COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 718-52610 367.600 m3 | 39.97000 14692.97| 66.00000 24261.60| AGGREGATE FOR UNDERDRAINS | | | 0059 718-99153 1684.900 m2 | 1.88000 3167.61| 1.90000 3201.31| GEOTEXTILES FOR UNDERDRAIN | | | 0060 720-44000 3.000 EACH| 226.10000 678.30| 335.00000 1005.00| CASTING, ADJUST TO GRADE | | | 0061 720-45015 1.000 EACH| 1188.62000 1188.62| 1100.00000 1100.00| INLET, A8 | | | 0062 720-45070 1.000 EACH| 2119.08000 2119.08| 2000.00000 2000.00| INLET, P12A | | | 0063 720-45075 1.000 EACH| 1324.59000 1324.59| 1200.00000 1200.00| INLET, R13 | | | 0064 720-45410 6.000 EACH| 2185.16000 13110.96| 1300.00000 7800.00| MANHOLE, C4 | | | 0065 720-93409 8.000 EACH| 1787.13000 14297.04| 1700.00000 13600.00| INLET, B15, MODIFIED | | | 0066 720-93411 33.000 EACH| 1938.03000 63954.99| 1750.00000 57750.00| INLET, C15, MODIFIED | | | 0067 720-95310 3.000 EACH| 2166.72000 6500.16| 1800.00000 5400.00| INLET, P12A, MODIFIED | | | 0068 720-95409 3.000 EACH| 3014.80000 9044.40| 2400.00000 7200.00| MANHOLE, J4, MODIFIED | | | 0069 720-98174 2.000 EACH| 1827.17000 3654.34| 1700.00000 3400.00| INLET, B15 | | | 0070 720-98555 2.000 EACH| 1976.17000 3952.34| 1700.00000 3400.00| INLET, C15 | | | 0071 801-04308 4.000 EACH| 274.07000 1096.28| 275.00000 1100.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06203 6103.000 m | 0.46000 2807.38| 0.50000 3051.50| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0073 801-06207 1022.000 m | 3.31000 3382.82| 3.10000 3168.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0074 801-06605 11.000 EACH| 91.36000 1004.96| 100.00000 1100.00| BARRICADE, IIIA | | | 0075 801-06640 18.000 EACH| 82.22000 1479.96| 100.00000 1800.00| CONSTRUCTION SIGN, A | | | 0076 801-06710 240.000 DAY | 13.70000 3288.00| 13.00000 3120.00| FLASHING ARROW SIGN | | | 0077 801-06775 LUMP| 37566.15000 37566.15| 125000.00000 125000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 171 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,000,015.77 ROUTE : 116TH ST CALL ORDER : 171 CONTRACT ID : R -26586-A COUNTIES : HAMILTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1136349 |(8) 35-1212938 | |TSCHUOR, GALE COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 802-05701 45.000 m | 47.96000 2158.20| 44.00000 1980.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0079 802-05702 13.200 m | 38.83000 512.56| 37.00000 488.40| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0080 802-76025 7.564 m2 | 214.68000 1623.84| 215.00000 1626.26| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0081 802-94715 LUMP| 148.45000 148.45| 160.00000 160.00| SIGNS, SHEET, REMOVE AND RESET | | | 0082 805-01893 LUMP| 1884.20000 1884.20| 2700.00000 2700.00| MAINTAINING TRAFFIC SIGNAL | | | 0083 807-02428 3.000 EACH| 1655.81000 4967.43| 1700.00000 5100.00| LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0084 807-02603 3.000 EACH| 376.84000 1130.52| 550.00000 1650.00| LIGHT STANDARD, RELOCATE | | | 0085 808-06701 476.000 m | 1.28000 609.28| 1.25000 595.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0086 808-06703 770.000 m | 1.24000 954.80| 1.20000 924.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0087 808-06706 125.000 m | 11.99000 1498.75| 12.00000 1500.00| LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0088 808-75043 419.800 m | 1.87000 785.03| 1.90000 797.62| LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0089 808-75245 1990.000 m | 1.08000 2149.20| 1.10000 2189.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0090 808-75320 16.000 EACH| 53.67000 858.72| 50.00000 800.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0091 808-75325 16.000 EACH| 67.37000 1077.92| 65.00000 1040.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,795,423.46| $ 1,802,957.49| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,795,423.46| $ 1,802,957.49| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 39,242.55 ROUTE : 49 CALL ORDER : 181 CONTRACT ID : R -26640-A COUNTIES : PORTER LETTING DATE : 12/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 18,023.50 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 22,428.20 124.4386% 3 35-2015889 PAVEY EXCAVATING COMPANY, INC. $ 35,770.31 198.4648% 4 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 45,428.20 252.0498% 5 35-1035122 GARIUP CONSTRUCTION $ 70,891.23 393.3266% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1582109 |(3) 35-2015889 |YARDBERRY LANDSCAPE |KANKAKEE VALLEY CONSTRUCTION|PAVEY EXCAVATING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 202-03000 LUMP| 16000.00000 16000.00| 20000.00000 20000.00| 32816.00000 32816.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0002 621-06559 4047.000 SYS | 0.50000 2023.50| 0.60000 2428.20| 0.73000 2954.31 MULCHED SEEDING, R | | | SECTION TOTALS | $ 18,023.50| $ 22,428.20| $ 35,770.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,023.50| $ 22,428.20| $ 35,770.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 39,242.55 ROUTE : 49 CALL ORDER : 181 CONTRACT ID : R -26640-A COUNTIES : PORTER LETTING DATE : 12/18/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 |(5) 35-1035122 | |ELLAS CONSTRUCTION COMPANY, |GARIUP CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 202-03000 LUMP| 43000.00000 43000.00| 66480.00000 66480.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0002 621-06559 4047.000 SYS | 0.60000 2428.20| 1.09000 4411.23| MULCHED SEEDING, R | | | SECTION TOTALS | $ 45,428.20| $ 70,891.23| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 45,428.20| $ 70,891.23| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 153,517.30 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -26668-A COUNTIES : MARION LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/01/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 46540JZ SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 59,459.00 100.0000% 2 35-1815287 DENNEY EXCAVATING INC. $ 63,509.00 106.8114% 3 35-1874009 HAUER EXCAVATING $ 68,920.76 115.9130% 4 35-1714030 MILES EXCAVATING, INC. $ 71,183.10 119.7179% 5 31-4351261 SHELLY & SANDS, INC. $ 74,084.21 124.5971% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 86,814.33 146.0070% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1815287 |(3) 35-1874009 |YARDBERRY LANDSCAPE |DENNEY EXCAVATING INC. |HAUER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 110-01001 LUMP| 2000.00000 2000.00| 250.00000 250.00| 1200.00000 1200.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| 4975.00000 4975.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0003 202-03000 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| 4975.00000 4975.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0004 202-03000 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| 4975.00000 4975.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 17 | | | 0005 202-03000 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| 4975.00000 4975.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0006 202-03000 LUMP| 4700.00000 4700.00| 4500.00000 4500.00| 4975.00000 4975.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26 | | | 0007 202-03000 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| 4975.00000 4975.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 31 | | | 0008 202-03000 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| 4975.00000 4975.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 40 | | | 0009 202-03000 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| 4975.00000 4975.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 43 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 153,517.30 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -26668-A COUNTIES : MARION LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1815287 |(3) 35-1874009 |YARDBERRY LANDSCAPE |DENNEY EXCAVATING INC. |HAUER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0010 202-03000 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| 4975.00000 4975.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 44 | | | 0011 202-03000 LUMP| 3500.00000 3500.00| 4500.00000 4500.00| 4975.00000 4975.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 48 | | | 0012 202-03000 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| 4975.00000 4975.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 49 | | | 0013 202-03000 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| 4975.00000 4975.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 50 | | | 0014 202-03000 LUMP| 3000.00000 3000.00| 4500.00000 4500.00| 4975.00000 4975.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 8 | | | 0015 621-06560 9518.000 SYS | 0.50000 4759.00| 0.50000 4759.00| 0.32000 3045.76 MULCHED SEEDING, U | | | SECTION TOTALS | $ 59,459.00| $ 63,509.00| $ 68,920.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 59,459.00| $ 63,509.00| $ 68,920.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 201 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 153,517.30 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -26668-A COUNTIES : MARION LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1714030 |(5) 31-4351261 |(6) 35-1128289 |MILES EXCAVATING, INC. |SHELLY & SANDS, INC. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 110-01001 LUMP| 2000.00000 2000.00| 2699.10000 2699.10| 5578.21000 5578.21 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 4300.00000 4300.00| 4825.57000 4825.57| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0003 202-03000 LUMP| 5700.00000 5700.00| 3845.33000 3845.33| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 16 | | | 0004 202-03000 LUMP| 4900.00000 4900.00| 4761.65000 4761.65| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 17 | | | 0005 202-03000 LUMP| 4100.00000 4100.00| 7199.46000 7199.46| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0006 202-03000 LUMP| 5700.00000 5700.00| 3798.45000 3798.45| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26 | | | 0007 202-03000 LUMP| 5900.00000 5900.00| 9358.14000 9358.14| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 31 | | | 0008 202-03000 LUMP| 4300.00000 4300.00| 6666.72000 6666.72| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 40 | | | 0009 202-03000 LUMP| 4700.00000 4700.00| 4252.34000 4252.34| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 43 | | | 0010 202-03000 LUMP| 5700.00000 5700.00| 3689.77000 3689.77| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 44 | | | 0011 202-03000 LUMP| 4700.00000 4700.00| 5166.53000 5166.53| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 48 | | | 0012 202-03000 LUMP| 5300.00000 5300.00| 5124.97000 5124.97| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 49 | | | 0013 202-03000 LUMP| 5300.00000 5300.00| 4759.51000 4759.51| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 50 | | | 0014 202-03000 LUMP| 4300.00000 4300.00| 4510.19000 4510.19| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 8 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 201 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 153,517.30 ROUTE : I-465 CALL ORDER : 201 CONTRACT ID : R -26668-A COUNTIES : MARION LETTING DATE : 12/18/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1714030 |(5) 31-4351261 |(6) 35-1128289 |MILES EXCAVATING, INC. |SHELLY & SANDS, INC. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 621-06560 9518.000 SYS | 0.45000 4283.10| 0.36000 3426.48| 0.34000 3236.12 MULCHED SEEDING, U | | | SECTION TOTALS | $ 71,183.10| $ 74,084.21| $ 86,814.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 71,183.10| $ 74,084.21| $ 86,814.33 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,594,156.16 ROUTE : 159 CALL ORDER : 221 CONTRACT ID : RS-26308-A COUNTIES : SULLIVAN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A 557700F SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 1,452,164.15 100.0000% 2 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,472,061.34 101.3701% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-2126716 | |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO. LL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 6500.00000 6500.00| 1441.92000 1441.92| CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1200.00000 9600.00| 1306.13000 10449.04| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30800.00000 30800.00| 70000.00000 70000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 601.000 LFT | 2.20000 1322.20| 1.89000 1135.89| GUARDRAIL, REMOVE | | | 0005 202-60820 2500.000 SYS | 4.00000 10000.00| 2.68000 6700.00| SURFACE MILLING, ASPHALT | | | 0006 202-93741 15.000 EACH| 400.00000 6000.00| 408.32000 6124.80| GUARD RAIL END TREATMENT, REMOVE | | | 0007 303-01180 4000.000 TON | 18.00000 72000.00| 17.38000 69520.00| COMPACTED AGGREGATE, 53 | | | 0008 304-07489 50.000 TON | 170.00000 8500.00| 98.10000 4905.00| HMA PATCHING, TYPE A | | | 0009 401-06264 LUMP| 4880.00000 4880.00| 2033.09000 2033.09| PROFILOGRAPH, HMA | | | 0010 401-07321 11076.000 TON | 42.00000 465192.00| 36.62000 405603.12| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0011 401-07371 13965.000 TON | 37.00000 516705.00| 36.43000 508744.95| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0012 402-07450 100.000 TON | 75.00000 7500.00| 80.76000 8076.00| HMA, TYPE A, WEDGE AND LEVEL | | | 0013 405-05517 72.000 TON | 240.00000 17280.00| 288.21000 20751.12| ASPHALT FOR PRIME COAT | | | 0014 406-05520 35.000 TON | 210.00000 7350.00| 180.00000 6300.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,594,156.16 ROUTE : 159 CALL ORDER : 221 CONTRACT ID : RS-26308-A COUNTIES : SULLIVAN LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-2126716 | |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO. LL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-01522 16.000 EACH| 1325.00000 21200.00| 1139.25000 18228.00| GUARDRAIL TRANSITION TYPE TGB | | | 0016 601-01626 1.000 EACH| 1575.00000 1575.00| 1354.50000 1354.50| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0017 601-06037 1.000 EACH| 745.00000 745.00| 640.50000 640.50| GUARDRAIL END TREATMENT, I | | | 0018 601-94689 15.000 EACH| 2200.00000 33000.00| 1905.75000 28586.25| GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 2594.000 LFT | 12.00000 31128.00| 10.29000 26692.26| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 605-06120 40.000 LFT | 48.00000 1920.00| 77.07000 3082.80| CURB, CONCRETE | | | 0021 610-07486 1883.000 TON | 65.00000 122395.00| 102.20000 192442.60| HMA FOR APPROACHES, TYPE A | | | 0022 706-91957 226.000 LFT | 20.00000 4520.00| 17.85000 4034.10| BRIDGE RAILING, THRIE BEAM | | | 0023 720-44000 2.000 EACH| 1200.00000 2400.00| 255.24000 510.48| CASTING, ADJUST TO GRADE | | | 0024 801-06203 4287.000 LFT | 0.70000 3000.90| 0.10000 428.70| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 4287.000 LFT | 0.25000 1071.75| 0.92000 3944.04| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 56.000 EACH| 115.00000 6440.00| 252.25000 14126.00| CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP| 22250.00000 22250.00| 26060.23000 26060.23| MAINTAINING TRAFFIC | | | 0028 808-06712 4650.000 LFT | 0.10000 465.00| 0.08000 372.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0029 808-06713 85748.000 LFT | 0.10000 8574.80| 0.08000 6859.84| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0030 808-06714 57382.000 LFT | 0.10000 5738.20| 0.08000 4590.56| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0031 808-75297 39.000 LFT | 6.70000 261.30| 9.45000 368.55| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0032 808-75998 950.000 EACH| 23.00000 21850.00| 18.90000 17955.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,452,164.15| $ 1,472,061.34| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,452,164.15| $ 1,472,061.34| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,320,066.14 ROUTE : SR 48 CALL ORDER : 231 CONTRACT ID : RS-26312-A COUNTIES : CLAY GREENE LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SULLIVAN CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 542800F SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,914,503.32 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 2,040,639.40 106.5884% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 | |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 1601.92000 1601.92| 5600.00000 5600.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 15.000 MOS | 976.07000 14641.05| 1130.00000 16950.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 97000.00000 97000.00| 28000.00000 28000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 125.000 LFT | 4.20000 525.00| 4.90000 612.50| GUARDRAIL, REMOVE | | | 0005 202-02272 18.000 LFT | 60.99000 1097.82| 18.30000 329.40| PAVED SIDE DITCH, REMOVE | | | 0006 202-60820 208400.000 SYS | 0.69000 143796.00| 0.65000 135460.00| SURFACE MILLING, ASPHALT | | | 0007 202-93741 25.000 EACH| 398.24000 9956.00| 91.50000 2287.50| GUARD RAIL END TREATMENT, REMOVE | | | 0008 211-07454 73.000 CYS | 30.56000 2230.88| 42.70000 3117.10| STRUCTURE BACKFILL | | | 0009 303-07449 1360.000 TON | 21.17000 28791.20| 19.70000 26792.00| COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07490 900.000 TON | 129.07000 116163.00| 140.00000 126000.00| HMA PATCHING, TYPE B | | | 0011 401-06264 LUMP| 2386.88000 2386.88| 6830.00000 6830.00| PROFILOGRAPH, HMA | | | 0012 401-07321 15700.000 TON | 34.78000 546046.00| 40.50000 635850.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 401-07371 15800.000 TON | 34.14000 539412.00| 38.00000 600400.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0014 402-07451 200.000 TON | 44.17000 8834.00| 63.75000 12750.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0015 405-05517 36.000 TON | 290.76000 10467.36| 250.00000 9000.00| ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,320,066.14 ROUTE : SR 48 CALL ORDER : 231 CONTRACT ID : RS-26312-A COUNTIES : CLAY GREENE LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SULLIVAN SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 | |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 406-05520 91.000 TON | 180.00000 16380.00| 210.00000 19110.00| ASPHALT FOR TACK COAT | | | 0017 601-01846 7.000 EACH| 1601.25000 11208.75| 1850.00000 12950.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-06035 3929.000 LFT | 6.56000 25774.24| 7.70000 30253.30| GUARDRAIL, RESET | | | 0019 601-06854 2.000 EACH| 1916.25000 3832.50| 2225.00000 4450.00| GUARDRAIL, W-BEAM, NESTED | | | 0020 601-94689 23.000 EACH| 2257.50000 51922.50| 2620.00000 60260.00| GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 350.000 LFT | 11.55000 4042.50| 13.50000 4725.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 610-07487 1450.000 TON | 106.70000 154715.00| 67.50000 97875.00| HMA FOR APPROACHES, TYPE B | | | 0023 615-06525 1.000 EACH| 335.32000 335.32| 700.00000 700.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0024 616-02320 315.000 SYS | 2.63000 828.45| 3.35000 1055.25| GEOTEXTILES | | | 0025 616-06405 390.000 TON | 23.66000 9227.40| 34.00000 13260.00| RIPRAP, REVETMENT | | | 0026 621-01004 1.000 EACH| 367.50000 367.50| 425.00000 425.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 400.000 SYS | 2.52000 1008.00| 3.00000 1200.00| MULCHED SEEDING, R | | | 0028 711-91996 LUMP| 920.96000 920.96| 13700.00000 13700.00| REPAIR EXISTING STRUCTURE | | | 0029 715-03475 2.000 EACH| 302.84000 605.68| 425.00000 850.00| SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0030 715-05118 15.000 LFT | 144.93000 2173.95| 79.25000 1188.75| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0031 715-05119 52.000 LFT | 73.67000 3830.84| 112.00000 5824.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0032 715-05129 10.000 LFT | 201.07000 2010.70| 410.00000 4100.00| PIPE, TYPE 1, CIRCULAR, 54 IN. | | | 0033 715-05151 320.000 LFT | 14.43000 4617.60| 24.00000 7680.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0034 715-05171 60.000 LFT | 25.79000 1547.40| 40.00000 2400.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0035 715-06492 1.000 EACH| 3189.11000 3189.11| 1675.00000 1675.00| CONCRETE ANCHOR, 54 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 231 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,320,066.14 ROUTE : SR 48 CALL ORDER : 231 CONTRACT ID : RS-26312-A COUNTIES : CLAY GREENE LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SULLIVAN SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1418333 | |WABASH VALLEY ASPHALT CO. LL|ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 715-46005 2.000 EACH| 232.84000 465.68| 335.00000 670.00| PIPE END SECTION, 15 IN. | | | 0037 715-46010 2.000 EACH| 252.84000 505.68| 390.00000 780.00| PIPE END SECTION, 18 IN. | | | 0038 801-06203 13080.000 LFT | 0.08000 1046.40| 0.60000 7848.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0039 801-06207 6540.000 LFT | 1.12000 7324.80| 0.25000 1635.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0040 801-06640 81.500 EACH| 157.50000 12836.25| 180.00000 14670.00| CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP| 27010.88000 27010.88| 60000.00000 60000.00| MAINTAINING TRAFFIC | | | 0042 808-06712 13500.000 LFT | 0.09000 1215.00| 0.16000 2160.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0043 808-06713 113350.000 LFT | 0.09000 10201.50| 0.16000 18136.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0044 808-06714 32470.000 LFT | 0.09000 2922.30| 0.16000 5195.20| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0045 808-75215 390.000 LFT | 1.84000 717.60| 2.50000 975.00| LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0046 808-75297 108.000 LFT | 3.68000 397.44| 5.00000 540.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0047 808-75300 750.000 LFT | 1.05000 787.50| 1.25000 937.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0048 808-75340 4.000 EACH| 341.25000 1365.00| 330.00000 1320.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0049 808-75996 1151.000 EACH| 4.40000 5064.40| 4.20000 4834.20| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 1151.000 EACH| 18.38000 21155.38| 23.70000 27278.70| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,914,503.32| $ 2,040,639.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,914,503.32| $ 2,040,639.40| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 241 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 730,090.34 ROUTE : SR 66 CALL ORDER : 241 CONTRACT ID : RS-26314-A COUNTIES : CRAWFORD WASHINGTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3588002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1056038 CALCAR QUARRIES, INC. $ 477,741.53 100.0000% 2 35-0248940 CORYDON STONE & ASPHALT $ 523,900.25 109.6618% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 598,500.00 125.2769% 4 35-0626844 RUDOLPH, J.H. & CO $ 685,929.80 143.5775% ==================================================================================================================================== |(1) 35-1056038 |(2) 35-0248940 |(3) 35-2040801 |CALCAR QUARRIES, INC. |CORYDON STONE & ASPHALT |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACING | | | 0001 105-06845 LUMP| 1200.00000 1200.00| 1000.00000 1000.00| 2300.00000 2300.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 950.00000 3800.00| 1400.00000 5600.00| 2000.00000 8000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 26000.00000 26000.00| 29500.00000 29500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 2000.000 SYS | 2.80000 5600.00| 2.50000 5000.00| 1.75000 3500.00 SURFACE MILLING, ASPHALT | | | 0005 202-93741 4.000 EACH| 200.00000 800.00| 200.00000 800.00| 200.00000 800.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 203-91878 4165.000 LFT | 6.00000 24990.00| 2.75000 11453.75| 4.50000 18742.50 LINEAR DITCH GRADING | | | 0007 205-06932 120.000 LFT | 3.00000 360.00| 5.00000 600.00| 4.45000 534.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0008 211-07454 55.000 CYS | 30.00000 1650.00| 29.00000 1595.00| 40.00000 2200.00 STRUCTURE BACKFILL | | | 0009 303-07449 455.000 TON | 12.00000 5460.00| 18.00000 8190.00| 19.00000 8645.00 COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07490 270.000 TON | 52.00000 14040.00| 70.00000 18900.00| 100.00000 27000.00 HMA PATCHING, TYPE B | | | 0011 401-07321 7285.000 TON | 24.55000 178846.75| 29.50000 214907.50| 32.00000 233120.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0012 402-07451 3600.000 TON | 24.55000 88380.00| 29.50000 106200.00| 32.00000 115200.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0013 405-05517 12.000 TON | 275.00000 3300.00| 275.00000 3300.00| 300.00000 3600.00 ASPHALT FOR PRIME COAT | | | 0014 406-05520 28.000 TON | 185.00000 5180.00| 175.00000 4900.00| 170.00000 4760.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 241 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 730,090.34 ROUTE : SR 66 CALL ORDER : 241 CONTRACT ID : RS-26314-A COUNTIES : CRAWFORD WASHINGTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1056038 |(2) 35-0248940 |(3) 35-2040801 |CALCAR QUARRIES, INC. |CORYDON STONE & ASPHALT |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-94689 4.000 EACH| 2150.00000 8600.00| 2150.00000 8600.00| 4600.00000 18400.00 GUARDRAIL END TREATMENT, OS | | | 0016 610-07487 535.000 TON | 40.00000 21400.00| 50.00000 26750.00| 38.00000 20330.00 HMA FOR APPROACHES, TYPE B | | | 0017 615-06525 1.000 EACH| 500.00000 500.00| 250.00000 250.00| 750.00000 750.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0018 616-02320 3480.000 SYS | 1.95000 6786.00| 1.50000 5220.00| 1.40000 4872.00 GEOTEXTILES | | | 0019 616-06405 870.000 TON | 20.50000 17835.00| 14.00000 12180.00| 20.00000 17400.00 RIPRAP, REVETMENT | | | 0020 621-01004 1.000 EACH| 250.00000 250.00| 610.00000 610.00| 610.00000 610.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0021 621-06559 25.000 SYS | 10.00000 250.00| 15.00000 375.00| 14.90000 372.50 MULCHED SEEDING, R | | | 0022 715-05118 34.000 LFT | 77.50000 2635.00| 30.00000 1020.00| 105.00000 3570.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0023 715-05119 38.000 LFT | 88.00000 3344.00| 35.00000 1330.00| 100.00000 3800.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0024 715-05123 42.000 LFT | 121.50000 5103.00| 55.00000 2310.00| 130.00000 5460.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0025 715-46000 2.000 EACH| 195.00000 390.00| 175.00000 350.00| 400.00000 800.00 PIPE END SECTION, 12 IN. | | | 0026 715-46005 2.000 EACH| 210.00000 420.00| 190.00000 380.00| 430.00000 860.00 PIPE END SECTION, 15 IN. | | | 0027 715-46020 2.000 EACH| 395.00000 790.00| 250.00000 500.00| 470.00000 940.00 PIPE END SECTION, 24 IN. | | | 0028 801-06203 3740.000 LFT | 0.90000 3366.00| 0.20000 748.00| 0.50000 1870.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0029 801-06207 3740.000 LFT | 0.90000 3366.00| 1.00000 3740.00| 1.40000 5236.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0030 801-06640 29.000 EACH| 60.00000 1740.00| 60.00000 1740.00| 60.00000 1740.00 CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 22000.00000 22000.00| 15000.00000 15000.00| 21939.20000 21939.20 MAINTAINING TRAFFIC | | | 0032 808-06712 4545.000 LFT | 0.08900 404.50| 0.10000 454.50| 0.08000 363.60 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0033 808-06713 74710.000 LFT | 0.08900 6649.19| 0.10000 7471.00| 0.08000 5976.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0034 808-06714 55855.000 LFT | 0.08900 4971.09| 0.10000 5585.50| 0.08000 4468.40 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 241 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 730,090.34 ROUTE : SR 66 CALL ORDER : 241 CONTRACT ID : RS-26314-A COUNTIES : CRAWFORD WASHINGTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1056038 |(2) 35-0248940 |(3) 35-2040801 |CALCAR QUARRIES, INC. |CORYDON STONE & ASPHALT |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-75297 72.500 LFT | 6.00000 435.00| 10.00000 725.00| 10.00000 725.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0036 808-75996 900.000 EACH| 3.00000 2700.00| 3.50000 3150.00| 3.50000 3150.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0037 808-75998 900.000 EACH| 18.00000 16200.00| 18.85000 16965.00| 18.85000 16965.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 477,741.53| $ 523,900.25| $ 598,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 477,741.53| $ 523,900.25| $ 598,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 241 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 730,090.34 ROUTE : SR 66 CALL ORDER : 241 CONTRACT ID : RS-26314-A COUNTIES : CRAWFORD WASHINGTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACING | | | 0001 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1700.00000 6800.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 34200.00000 34200.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 2000.000 SYS | 3.20000 6400.00| | SURFACE MILLING, ASPHALT | | | 0005 202-93741 4.000 EACH| 1750.00000 7000.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0006 203-91878 4165.000 LFT | 11.00000 45815.00| | LINEAR DITCH GRADING | | | 0007 205-06932 120.000 LFT | 4.65000 558.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0008 211-07454 55.000 CYS | 10.00000 550.00| | STRUCTURE BACKFILL | | | 0009 303-07449 455.000 TON | 41.00000 18655.00| | COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07490 270.000 TON | 125.00000 33750.00| | HMA PATCHING, TYPE B | | | 0011 401-07321 7285.000 TON | 29.00000 211265.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0012 402-07451 3600.000 TON | 42.00000 151200.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0013 405-05517 12.000 TON | 375.00000 4500.00| | ASPHALT FOR PRIME COAT | | | 0014 406-05520 28.000 TON | 175.00000 4900.00| | ASPHALT FOR TACK COAT | | | 0015 601-94689 4.000 EACH| 5500.00000 22000.00| | GUARDRAIL END TREATMENT, OS | | | 0016 610-07487 535.000 TON | 29.00000 15515.00| | HMA FOR APPROACHES, TYPE B | | | 0017 615-06525 1.000 EACH| 701.00000 701.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0018 616-02320 3480.000 SYS | 3.50000 12180.00| | GEOTEXTILES | | | 0019 616-06405 870.000 TON | 37.00000 32190.00| | RIPRAP, REVETMENT | | | 0020 621-01004 1.000 EACH| 635.00000 635.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 241 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 730,090.34 ROUTE : SR 66 CALL ORDER : 241 CONTRACT ID : RS-26314-A COUNTIES : CRAWFORD WASHINGTON LETTING DATE : 12/18/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 621-06559 25.000 SYS | 15.50000 387.50| | MULCHED SEEDING, R | | | 0022 715-05118 34.000 LFT | 95.00000 3230.00| | PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0023 715-05119 38.000 LFT | 95.00000 3610.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0024 715-05123 42.000 LFT | 95.00000 3990.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0025 715-46000 2.000 EACH| 825.00000 1650.00| | PIPE END SECTION, 12 IN. | | | 0026 715-46005 2.000 EACH| 825.00000 1650.00| | PIPE END SECTION, 15 IN. | | | 0027 715-46020 2.000 EACH| 925.00000 1850.00| | PIPE END SECTION, 24 IN. | | | 0028 801-06203 3740.000 LFT | 0.60000 2244.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0029 801-06207 3740.000 LFT | 1.25000 4675.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0030 801-06640 29.000 EACH| 70.00000 2030.00| | CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 14000.00000 14000.00| | MAINTAINING TRAFFIC | | | 0032 808-06712 4545.000 LFT | 0.09000 409.05| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0033 808-06713 74710.000 LFT | 0.09000 6723.90| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0034 808-06714 55855.000 LFT | 0.09000 5026.95| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0035 808-75297 72.500 LFT | 6.24000 452.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0036 808-75996 900.000 EACH| 3.71000 3339.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0037 808-75998 900.000 EACH| 18.72000 16848.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 685,929.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 685,929.80| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 261 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,942,178.41 ROUTE : SR 37 CALL ORDER : 261 CONTRACT ID : RS-26441-A COUNTIES : GRANT LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/22/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 097900E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,285,046.03 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,381,386.35 107.4970% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,994,484.70 155.2072% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-0918397 |E & B PAVING, INC. |BROOKS CONSTRUCTION |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 105-07039 9.000 MOS | 1760.00000 15840.00| 900.00000 8100.00| 2200.00000 19800.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 64000.00000 64000.00| 36900.00000 36900.00| 73300.00000 73300.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 62.500 LFT | 2.00000 125.00| 2.00000 125.00| 2.10000 131.25 GUARDRAIL, REMOVE | | | 0004 202-02255 2.000 EACH| 617.40000 1234.80| 400.00000 800.00| 1100.00000 2200.00 TREE, 18 IN., REMOVE | | | 0005 202-02260 5.000 EACH| 617.40000 3087.00| 760.00000 3800.00| 1100.00000 5500.00 TREE, 30 IN., REMOVE | | | 0006 202-02271 96.000 EACH| 157.63000 15132.48| 260.00000 24960.00| 250.00000 24000.00 HEADWALL, REMOVE | | | 0007 202-60820 126376.000 SYS | 0.25000 31594.00| 1.25000 157970.00| 0.55000 69506.80 SURFACE MILLING, ASPHALT | | | 0008 202-90277 2.000 EACH| 134.65000 269.30| 75.00000 150.00| 140.00000 280.00 DETECTOR HOUSING, REMOVE | | | 0009 202-93741 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 100.00000 400.00 GUARD RAIL END TREATMENT, REMOVE | | | 0010 202-96133 26.000 LFT | 10.00000 260.00| 34.00000 884.00| 38.00000 988.00 PIPE, REMOVE | | | 0011 203-90014 29.790 STA | 120.00000 3574.80| 200.00000 5958.00| 360.00000 10724.40 LINEAR GRADING | | | 0012 211-02050 15.200 CYS | 17.00000 258.40| 17.25000 262.20| 23.00000 349.60 B BORROW | | | 0013 303-07449 3995.000 TON | 12.00000 47940.00| 12.00000 47940.00| 25.00000 99875.00 COMPACTED AGGREGATE, NO. 73 | | | 0014 304-07490 1225.000 TON | 55.00000 67375.00| 41.00000 50225.00| 80.00000 98000.00 HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 261 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,942,178.41 ROUTE : SR 37 CALL ORDER : 261 CONTRACT ID : RS-26441-A COUNTIES : GRANT LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-0918397 |E & B PAVING, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 304-07509 1060.000 TON | 42.00000 44520.00| 30.85000 32701.00| 62.00000 65720.00 WIDENING WITH QC/QA-HMA, 3, 64, BASE, | | | 25 mm | | | 0016 401-06264 LUMP| 4000.00000 4000.00| 2300.00000 2300.00| 5500.00000 5500.00 PROFILOGRAPH, HMA | | | 0017 401-07328 10426.000 TON | 32.33000 337072.58| 33.00000 344058.00| 52.00000 542152.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0018 401-07379 14125.000 TON | 27.00000 381375.00| 26.65000 376431.25| 44.00000 621500.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0019 406-05520 70.000 TON | 143.00000 10010.00| 125.00000 8750.00| 195.00000 13650.00 ASPHALT FOR TACK COAT | | | 0020 601-94689 4.000 EACH| 2100.00000 8400.00| 2100.00000 8400.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-97774 1.000 EACH| 900.00000 900.00| 900.00000 900.00| 930.00000 930.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0022 610-07486 883.000 TON | 60.00000 52980.00| 49.20000 43443.60| 72.00000 63576.00 HMA FOR APPROACHES, TYPE A | | | 0023 612-04315 79.320 TON | 725.00000 57507.00| 725.00000 57507.00| 770.00000 61076.40 ASPHALT MATERIAL FOR UNDERSEAL | | | 0024 612-60410 1328.000 EACH| 7.00000 9296.00| 7.00000 9296.00| 8.00000 10624.00 DRILLED HOLE FOR UNDERSEAL | | | 0025 715-05169 76.000 LFT | 38.86000 2953.36| 28.00000 2128.00| 36.00000 2736.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0026 715-05595 88.000 LFT | 75.71000 6662.48| 142.00000 12496.00| 120.00000 10560.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0027 715-05596 20.000 LFT | 92.53000 1850.60| 164.00000 3280.00| 130.00000 2600.00 PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0028 715-05597 40.000 LFT | 79.96000 3198.40| 126.00000 5040.00| 110.00000 4400.00 PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0029 715-05756 199.000 LFT | 80.86000 16091.14| 172.50000 34327.50| 110.00000 21890.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0030 715-46000 72.000 EACH| 175.21000 12615.12| 307.25000 22122.00| 250.00000 18000.00 PIPE END SECTION, 12 IN. | | | 0031 715-46005 32.000 EACH| 192.41000 6157.12| 322.00000 10304.00| 290.00000 9280.00 PIPE END SECTION, 15 IN. | | | 0032 715-46010 8.000 EACH| 227.93000 1823.44| 363.40000 2907.20| 300.00000 2400.00 PIPE END SECTION, 18 IN. | | | 0033 715-46020 10.000 EACH| 312.57000 3125.70| 480.75000 4807.50| 590.00000 5900.00 PIPE END SECTION, 24 IN. | | | 0034 720-44000 1.000 EACH| 313.16000 313.16| 445.00000 445.00| 570.00000 570.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 261 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,942,178.41 ROUTE : SR 37 CALL ORDER : 261 CONTRACT ID : RS-26441-A COUNTIES : GRANT LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-0918397 |E & B PAVING, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-06775 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 47000.00000 47000.00 MAINTAINING TRAFFIC | | | 0036 802-03126 1.000 EACH| 199.43000 199.43| 60.00000 60.00| 210.00000 210.00 OVERHEAD SIGN, RELOCATE | | | 0037 802-76235 1.000 EACH| 199.43000 199.43| 100.00000 100.00| 210.00000 210.00 INSTALL OVERHEAD SIGN | | | 0038 802-91122 4.000 EACH| 425.12000 1700.48| 125.00000 500.00| 440.00000 1760.00 SIGN, GROUND MOUNTED, RESET | | | 0039 805-78470 4700.000 LFT | 0.32000 1504.00| 0.20000 940.00| 0.32000 1504.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0040 805-78510 500.000 LFT | 0.69000 345.00| 0.60000 300.00| 0.70000 350.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0041 805-78795 1750.000 LFT | 5.01000 8767.50| 4.45000 7787.50| 5.20000 9100.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0042 805-78800 1.000 EACH| 671.87000 671.87| 475.00000 475.00| 700.00000 700.00 SIGNAL DETECTOR HOUSING INSTALL | | | 0043 805-92951 9.000 EACH| 116.50000 1048.50| 75.00000 675.00| 120.00000 1080.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0044 808-06713 75315.000 LFT | 0.07000 5272.05| 0.09000 6778.35| 0.05000 3765.75 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0045 808-75240 9195.000 LFT | 0.32000 2942.40| 0.28000 2574.60| 0.30000 2758.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0046 808-75245 8299.000 LFT | 0.31000 2572.69| 0.28000 2323.72| 0.30000 2489.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0047 808-75256 250.000 LFT | 1.17000 292.50| 1.15000 287.50| 1.20000 300.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0048 808-75260 105.000 LFT | 1.75000 183.75| 1.75000 183.75| 1.80000 189.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0049 808-75274 1452.000 LFT | 1.17000 1698.84| 1.75000 2541.00| 1.20000 1742.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0050 808-75278 155.000 LFT | 1.75000 271.25| 1.75000 271.25| 1.80000 279.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0051 808-75297 204.000 LFT | 3.75000 765.00| 4.00000 816.00| 3.90000 795.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 261 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,942,178.41 ROUTE : SR 37 CALL ORDER : 261 CONTRACT ID : RS-26441-A COUNTIES : GRANT LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-0918397 |E & B PAVING, INC. |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-75320 10.000 EACH| 52.00000 520.00| 59.00000 590.00| 54.00000 540.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0053 808-75325 10.000 EACH| 64.00000 640.00| 84.00000 840.00| 66.00000 660.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0054 808-75996 545.000 EACH| 2.83000 1542.35| 1.00000 545.00| 5.20000 2834.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 545.000 EACH| 18.75000 10218.75| 18.00000 9810.00| 25.00000 13625.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0056 801-06640 24.000 EACH| 75.00000 1800.00| 75.00000 1800.00| 78.00000 1872.00 CONSTRUCTION SIGN, A | | | 0057 801-06203 2000.000 LFT | 2.00000 4000.00| 1.00000 2000.00| 0.50000 1000.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0058 801-06207 1000.000 LFT | 2.00000 2000.00| 2.00000 2000.00| 1.00000 1000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0059 202-91385 1.000 EACH| 193.31000 193.31| 1000.00000 1000.00| 650.00000 650.00 INLET, REMOVE | | | 0060 720-45030 2.000 EACH| 945.08000 1890.16| 1237.00000 2474.00| 1400.00000 2800.00 INLET, E7 | | | 0061 202-51330 LUMP| 6506.45000 6506.45| 100.00000 100.00| 7300.00000 7300.00 PRESENT STRUCTURE, REMOVE | | | 0062 211-02050 22.100 CYS | 17.00000 375.70| 17.25000 381.23| 23.00000 508.30 B BORROW | | | 0063 715-05121 74.000 LFT | 56.44000 4176.56| 46.50000 3441.00| 47.00000 3478.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0064 720-45035 1.000 EACH| 970.66000 970.66| 1100.00000 1100.00| 1700.00000 1700.00 INLET, F7 | | | 0065 616-02320 20.000 SYS | 0.68000 13.60| 5.85000 117.00| 9.60000 192.00 GEOTEXTILES | | | 0066 616-06405 26.000 TON | 28.01000 728.26| 43.70000 1136.20| 52.00000 1352.00 RIPRAP, REVETMENT | | | 0067 715-05048 40.000 LFT | 30.49000 1219.60| 9.50000 380.00| 14.00000 560.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0068 715-05116 100.000 LFT | 57.89000 5789.00| 44.10000 4410.00| 22.00000 2200.00 PIPE, TYPE 1, CIRCULAR, 8 IN. | | | 0069 715-03476 2.000 EACH| 542.53000 1085.06| 765.00000 1530.00| 530.00000 1060.00 SAFETY METAL END SECTION, 4:1, 24 IN. | | | SECTION TOTALS | $ 1,285,046.03| $ 1,381,386.35| $ 1,994,484.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,285,046.03| $ 1,381,386.35| $ 1,994,484.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,228,496.36 ROUTE : SR 13 CALL ORDER : 271 CONTRACT ID : RS-26490-A COUNTIES : WABASH LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4585006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,250,045.73 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,305,014.94 104.3973% 3 35-0997978 PHEND & BROWN, INC. $ 1,491,907.05 119.3481% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,783,980.00 222.7102% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 9.000 MOS | 1200.00000 10800.00| 900.00000 8100.00| 1300.00000 11700.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 60000.00000 60000.00| 65000.00000 65000.00| 70000.00000 70000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 5660.500 LFT | 2.10000 11887.05| 2.10000 11887.05| 2.10000 11887.05 GUARDRAIL, REMOVE | | | 0004 202-60820 61265.000 SYS | 1.00000 61265.00| 1.00000 61265.00| 1.00000 61265.00 SURFACE MILLING, ASPHALT | | | 0005 202-93741 16.000 EACH| 110.00000 1760.00| 110.00000 1760.00| 110.00000 1760.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 202-94749 5331.000 LFT | 0.25000 1332.75| 0.06000 319.86| 0.10000 533.10 CURB, ASPHALT, REMOVE | | | 0007 203-90014 2.400 STA | 500.00000 1200.00| 607.00000 1456.80| 600.00000 1440.00 LINEAR GRADING | | | 0008 303-07449 2608.000 TON | 14.00000 36512.00| 5.00000 13040.00| 14.50000 37816.00 COMPACTED AGGREGATE, NO. 73 | | | 0009 304-07490 350.000 TON | 40.00000 14000.00| 68.00000 23800.00| 55.00000 19250.00 HMA PATCHING, TYPE B | | | 0010 401-06264 LUMP| 4000.00000 4000.00| 3000.00000 3000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0011 401-07320 2586.000 TON | 25.00000 64650.00| 31.30000 80941.80| 30.00000 77580.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0012 401-07321 12628.000 TON | 26.00000 328328.00| 26.40000 333379.20| 31.00000 391468.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 401-07389 3448.000 TON | 21.00000 72408.00| 24.35000 83958.80| 28.00000 96544.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0014 401-07390 16837.000 TON | 21.00000 353577.00| 21.00000 353577.00| 27.00000 454599.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 271 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,228,496.36 ROUTE : SR 13 CALL ORDER : 271 CONTRACT ID : RS-26490-A COUNTIES : WABASH LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-07451 116.000 TON | 37.00000 4292.00| 29.60000 3433.60| 43.00000 4988.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0016 406-05520 146.000 TON | 50.00000 7300.00| 10.00000 1460.00| 145.00000 21170.00 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01740 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0020 601-94689 14.000 EACH| 2950.00000 41300.00| 1900.00000 26600.00| 2550.00000 35700.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-97774 2.000 EACH| 900.00000 1800.00| 900.00000 1800.00| 900.00000 1800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0022 601-99105 5804.000 LFT | 8.60000 49914.40| 8.60000 49914.40| 8.60000 49914.40 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 605-05523 5331.000 LFT | 3.30000 17592.30| 2.40000 12794.40| 2.25000 11994.75 CURB, HMA | | | 0025 611-95023 1.000 EACH| 150.00000 150.00| 200.00000 200.00| 150.00000 150.00 MAILBOX ASSEMBLY, RESET | | | 0026 615-06520 13.000 EACH| 250.00000 3250.00| 265.00000 3445.00| 225.00000 2925.00 MONUMENT, RE-ESTABLISH | | | 0027 715-05597 4.000 LFT | 96.50000 386.00| 335.00000 1340.00| 230.00000 920.00 PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0028 715-05756 8.000 LFT | 44.00000 352.00| 163.00000 1304.00| 111.00000 888.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0029 715-46005 2.000 EACH| 329.00000 658.00| 369.00000 738.00| 220.00000 440.00 PIPE END SECTION, 15 IN. | | | 0030 715-46010 4.000 EACH| 349.00000 1396.00| 388.50000 1554.00| 250.00000 1000.00 PIPE END SECTION, 18 IN. | | | 0031 715-46020 4.000 EACH| 392.00000 1568.00| 430.70000 1722.80| 290.00000 1160.00 PIPE END SECTION, 24 IN. | | | 0032 720-44000 34.000 EACH| 290.00000 9860.00| 355.00000 12070.00| 250.00000 8500.00 CASTING, ADJUST TO GRADE | | | 0033 720-45615 2.000 LFT | 175.00000 350.00| 470.00000 940.00| 300.00000 600.00 STRUCTURE, INLET, RECONSTRUCT | | | 0034 801-06203 45170.000 LFT | 0.01000 451.70| 0.01000 451.70| 0.03000 1355.10 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0035 801-06207 45170.000 LFT | 0.01000 451.70| 0.01000 451.70| 0.01000 451.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 271 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,228,496.36 ROUTE : SR 13 CALL ORDER : 271 CONTRACT ID : RS-26490-A COUNTIES : WABASH LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 801-06640 30.000 EACH| 90.00000 2700.00| 90.00000 2700.00| 90.00000 2700.00 CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP| 1000.00000 1000.00| 60560.00000 60560.00| 19043.00000 19043.00 MAINTAINING TRAFFIC | | | 0038 804-06771 2.000 EACH| 20.00000 40.00| 20.00000 40.00| 20.00000 40.00 DELINEATOR POST, FLEXIBLE | | | 0039 805-78470 995.000 LFT | 0.20000 199.00| 0.20000 199.00| 0.20000 199.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0040 805-78795 371.000 LFT | 7.75000 2875.25| 7.75000 2875.25| 7.75000 2875.25 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0041 805-92951 2.000 EACH| 185.00000 370.00| 185.00000 370.00| 185.00000 370.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0042 808-06713 90568.000 LFT | 0.09000 8151.12| 0.09000 8151.12| 0.08000 7245.44 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0043 808-75240 11517.000 LFT | 0.28000 3224.76| 0.28000 3224.76| 0.28000 3224.76 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0044 808-75245 15265.000 LFT | 0.28000 4274.20| 0.28000 4274.20| 0.28000 4274.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0045 808-75297 89.000 LFT | 3.50000 311.50| 3.50000 311.50| 3.50000 311.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0046 808-75320 4.000 EACH| 55.00000 220.00| 55.00000 220.00| 55.00000 220.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0047 808-75325 4.000 EACH| 79.00000 316.00| 79.00000 316.00| 79.00000 316.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0048 808-75996 704.000 EACH| 2.50000 1760.00| 2.75000 1936.00| 3.00000 2112.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 704.000 EACH| 20.00000 14080.00| 20.00000 14080.00| 19.95000 14044.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0050 808-97323 192.000 LFT | 2.25000 432.00| 2.25000 432.00| 2.25000 432.00 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0051 601-01846 3.000 EACH| 1600.00000 4800.00| 1600.00000 4800.00| 1600.00000 4800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0052 610-07487 800.000 TON | 45.00000 36000.00| 40.40000 32320.00| 48.00000 38400.00 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 271 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,228,496.36 ROUTE : SR 13 CALL ORDER : 271 CONTRACT ID : RS-26490-A COUNTIES : WABASH LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,250,045.73| $ 1,305,014.94| $ 1,491,907.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,250,045.73| $ 1,305,014.94| $ 1,491,907.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 271 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,228,496.36 ROUTE : SR 13 CALL ORDER : 271 CONTRACT ID : RS-26490-A COUNTIES : WABASH LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE 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 ASPHALT RESURFACE | | | 0001 105-07039 9.000 MOS | 2600.00000 23400.00| | FIELD OFFICE, B | | | 0002 110-01001 LUMP| 565045.10000 565045.10| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 5660.500 LFT | 2.30000 13019.15| | GUARDRAIL, REMOVE | | | 0004 202-60820 61265.000 SYS | 2.20000 134783.00| | SURFACE MILLING, ASPHALT | | | 0005 202-93741 16.000 EACH| 120.00000 1920.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0006 202-94749 5331.000 LFT | 1.30000 6930.30| | CURB, ASPHALT, REMOVE | | | 0007 203-90014 2.400 STA | 1200.00000 2880.00| | LINEAR GRADING | | | 0008 303-07449 2608.000 TON | 15.00000 39120.00| | COMPACTED AGGREGATE, NO. 73 | | | 0009 304-07490 350.000 TON | 94.00000 32900.00| | HMA PATCHING, TYPE B | | | 0010 401-06264 LUMP| 5700.00000 5700.00| | PROFILOGRAPH, HMA | | | 0011 401-07320 2586.000 TON | 49.00000 126714.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0012 401-07321 12628.000 TON | 49.00000 618772.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 401-07389 3448.000 TON | 42.00000 144816.00| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0014 401-07390 16837.000 TON | 42.00000 707154.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0015 402-07451 116.000 TON | 45.00000 5220.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0016 406-05520 146.000 TON | 170.00000 24820.00| | ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1300.00000 5200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01740 1.000 EACH| 1800.00000 1800.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0020 601-94689 14.000 EACH| 2100.00000 29400.00| | GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 271 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,228,496.36 ROUTE : SR 13 CALL ORDER : 271 CONTRACT ID : RS-26490-A COUNTIES : WABASH LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-97774 2.000 EACH| 970.00000 1940.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0022 601-99105 5804.000 LFT | 9.30000 53977.20| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 605-05523 5331.000 LFT | 7.75000 41315.25| | CURB, HMA | | | 0025 611-95023 1.000 EACH| 150.00000 150.00| | MAILBOX ASSEMBLY, RESET | | | 0026 615-06520 13.000 EACH| 430.00000 5590.00| | MONUMENT, RE-ESTABLISH | | | 0027 715-05597 4.000 LFT | 110.00000 440.00| | PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0028 715-05756 8.000 LFT | 87.00000 696.00| | PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0029 715-46005 2.000 EACH| 240.00000 480.00| | PIPE END SECTION, 15 IN. | | | 0030 715-46010 4.000 EACH| 260.00000 1040.00| | PIPE END SECTION, 18 IN. | | | 0031 715-46020 4.000 EACH| 280.00000 1120.00| | PIPE END SECTION, 24 IN. | | | 0032 720-44000 34.000 EACH| 590.00000 20060.00| | CASTING, ADJUST TO GRADE | | | 0033 720-45615 2.000 LFT | 530.00000 1060.00| | STRUCTURE, INLET, RECONSTRUCT | | | 0034 801-06203 45170.000 LFT | 0.01000 451.70| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0035 801-06207 45170.000 LFT | 0.01000 451.70| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0036 801-06640 30.000 EACH| 81.00000 2430.00| | CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP| 51000.00000 51000.00| | MAINTAINING TRAFFIC | | | 0038 804-06771 2.000 EACH| 15.00000 30.00| | DELINEATOR POST, FLEXIBLE | | | 0039 805-78470 995.000 LFT | 0.40000 398.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0040 805-78795 371.000 LFT | 11.00000 4081.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0041 805-92951 2.000 EACH| 270.00000 540.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 271 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,228,496.36 ROUTE : SR 13 CALL ORDER : 271 CONTRACT ID : RS-26490-A COUNTIES : WABASH LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 808-06713 90568.000 LFT | 0.05000 4528.40| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0043 808-75240 11517.000 LFT | 0.30000 3455.10| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0044 808-75245 15265.000 LFT | 0.30000 4579.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0045 808-75297 89.000 LFT | 3.80000 338.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0046 808-75320 4.000 EACH| 60.00000 240.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0047 808-75325 4.000 EACH| 86.00000 344.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0048 808-75996 704.000 EACH| 5.40000 3801.60| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 704.000 EACH| 22.00000 15488.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0050 808-97323 192.000 LFT | 2.40000 460.80| | LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0051 601-01846 3.000 EACH| 1700.00000 5100.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0052 610-07487 800.000 TON | 86.00000 68800.00| | HMA FOR APPROACHES, TYPE B | | | SECTION TOTALS | $ 2,783,980.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,783,980.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 281 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,477,737.79 ROUTE : US 136 CALL ORDER : 281 CONTRACT ID : RS-26550-A COUNTIES : VERMILLION WARREN LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5683002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,996,648.19 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 3000.00000 3000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1850.00000 12950.00| | FIELD OFFICE, A | | | 0004 110-01001 LUMP| 99800.00000 99800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02271 6.000 EACH| 450.00000 2700.00| | HEADWALL, REMOVE | | | 0006 202-60820 104030.000 SYS | 0.55000 57216.50| | SURFACE MILLING, ASPHALT | | | 0007 202-93741 12.000 EACH| 105.00000 1260.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02080 0.430 MILE| 1.00000 0.43| | LINEAR GRADING | | | 0009 301-07448 4652.000 TON | 14.50000 67454.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 303-07449 3755.000 TON | 17.50000 65712.50| | COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07490 2685.000 TON | 110.00000 295350.00| | HMA PATCHING, TYPE B | | | 0012 304-07508 3534.000 TON | 54.00000 190836.00| | WIDENING WITH QC/QA-HMA, 2, 64, BASE, | | | 25 mm | | | 0013 401-06264 LUMP| 5000.00000 5000.00| | PROFILOGRAPH, HMA | | | 0014 401-07321 8207.000 TON | 39.00000 320073.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0015 401-07371 10942.000 TON | 36.00000 393912.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0016 402-07433 680.000 TON | 49.00000 33320.00| | HMA TYPE B, SURFACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 281 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,477,737.79 ROUTE : US 136 CALL ORDER : 281 CONTRACT ID : RS-26550-A COUNTIES : VERMILLION WARREN LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 402-07451 400.000 TON | 44.00000 17600.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0018 404-05511 7863.000 SYS | 0.90000 7076.70| | SEAL COAT, 2 | | | 0019 405-05517 10.020 TON | 250.00000 2505.00| | ASPHALT FOR PRIME COAT | | | 0020 406-05520 50.580 TON | 170.00000 8598.60| | ASPHALT FOR TACK COAT | | | 0021 503-05240 36.000 LFT | 9.00000 324.00| | D-1 CONTRACTION JOINT | | | 0022 506-06333 850.000 SYS | 135.00000 114750.00| | PCCP PATCHING, FULL DEPTH | | | 0023 601-06035 8488.000 LFT | 5.70000 48381.60| | GUARDRAIL, RESET | | | 0024 601-94689 12.000 EACH| 3500.00000 42000.00| | GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 500.000 LFT | 14.00000 7000.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 608-04395 10.000 TON | 320.00000 3200.00| | AGGREGATE FOR SHOULDER DRAINS | | | 0027 610-05527 1055.000 TON | 79.00000 83345.00| | HMA FOR APPROACHES | | | 0028 615-06505 3.000 EACH| 850.00000 2550.00| | MONUMENT, B | | | 0029 615-06525 5.000 EACH| 950.00000 4750.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0030 621-01004 1.000 EACH| 725.00000 725.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-01852 2300.000 SYS | 1.00000 2300.00| | MULCHED SEEDING, GRASS, 2 | | | 0032 715-05597 48.000 LFT | 170.00000 8160.00| | PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0033 715-46030 6.000 EACH| 600.00000 3600.00| | PIPE END SECTION, 30 IN. | | | 0034 801-01093 4.000 EACH| 850.00000 3400.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0035 801-06203 4500.000 LFT | 1.00000 4500.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0036 801-06207 3610.000 LFT | 1.75000 6317.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 281 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,477,737.79 ROUTE : US 136 CALL ORDER : 281 CONTRACT ID : RS-26550-A COUNTIES : VERMILLION WARREN LETTING DATE : 12/18/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 801-06640 21.000 EACH| 80.00000 1680.00| | CONSTRUCTION SIGN, A | | | 0038 801-06710 60.000 DAY | 14.00000 840.00| | FLASHING ARROW SIGN | | | 0039 801-06775 LUMP| 65500.00000 65500.00| | MAINTAINING TRAFFIC | | | 0040 808-06712 9014.000 LFT | 0.10000 901.40| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0041 808-06713 72112.000 LFT | 0.08000 5768.96| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0042 808-06714 4900.000 LFT | 0.10000 490.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0043 808-75996 400.000 EACH| 4.50000 1800.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,996,648.19| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,996,648.19| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 892,178.82 ROUTE : 114 CALL ORDER : 301 CONTRACT ID : RS-26584-A COUNTIES : WABASH LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1827004 N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 638,118.71 100.0000% 2 35-1139301 E & B PAVING, INC. $ 641,020.64 100.4547% 3 35-0997978 PHEND & BROWN, INC. $ 708,449.85 111.0216% 4 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 778,673.45 122.0264% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-0997978 |BROOKS CONSTRUCTION |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 4.000 MOS | 1500.00000 6000.00| 1275.00000 5100.00| 1300.00000 5200.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 27125.00000 27125.00| 32000.00000 32000.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 75742.000 SYS | 0.27000 20450.34| 0.28000 21207.76| 0.35000 26509.70 SURFACE MILLING, ASPHALT | | | 0004 301-07448 5684.000 TON | 5.00000 28420.00| 12.50000 71050.00| 14.00000 79576.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0005 303-07449 500.000 TON | 16.00000 8000.00| 19.50000 9750.00| 18.00000 9000.00 COMPACTED AGGREGATE, NO. 73 | | | 0006 304-07509 4263.000 TON | 50.00000 213150.00| 35.00000 149205.00| 38.00000 161994.00 WIDENING WITH QC/QA-HMA, 3, 64, BASE, | | | 25 mm | | | 0007 401-07322 8387.000 TON | 25.00000 209675.00| 28.33000 237603.71| 30.00000 251610.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0008 406-05520 24.600 TON | 125.00000 3075.00| 120.00000 2952.00| 145.00000 3567.00 ASPHALT FOR TACK COAT | | | 0009 610-07487 1512.000 TON | 50.00000 75600.00| 40.00000 60480.00| 55.00000 83160.00 HMA FOR APPROACHES, TYPE B | | | 0010 615-06520 16.000 EACH| 250.00000 4000.00| 275.00000 4400.00| 225.00000 3600.00 MONUMENT, RE-ESTABLISH | | | 0011 801-06203 2642.000 LFT | 0.11000 290.62| 0.28000 739.76| 0.25000 660.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0012 801-06207 2642.000 LFT | 0.72000 1902.24| 0.68000 1796.56| 1.20000 3170.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 301 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 892,178.82 ROUTE : 114 CALL ORDER : 301 CONTRACT ID : RS-26584-A COUNTIES : WABASH LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-0997978 |BROOKS CONSTRUCTION |E & B PAVING, INC. |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 801-06640 21.000 EACH| 85.00000 1785.00| 96.00000 2016.00| 85.00000 1785.00 CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 1000.00000 1000.00| 9000.00000 9000.00| 6500.00000 6500.00 MAINTAINING TRAFFIC | | | 0015 805-78470 765.000 LFT | 0.25000 191.25| 0.40000 306.00| 0.25000 191.25 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0016 805-78795 218.000 LFT | 8.00000 1744.00| 11.00000 2398.00| 8.00000 1744.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0017 805-92951 4.000 EACH| 185.00000 740.00| 240.00000 960.00| 185.00000 740.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0018 808-06713 52826.000 LFT | 0.09000 4754.34| 0.08000 4226.08| 0.08000 4226.08 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-75240 16245.000 LFT | 0.28000 4548.60| 0.01000 162.45| 0.28000 4548.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0020 808-75245 30499.000 LFT | 0.28000 8539.72| 0.28000 8539.72| 0.28000 8539.72 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0021 808-75274 766.000 LFT | 1.00000 766.00| 1.00000 766.00| 1.00000 766.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0022 808-75278 285.000 LFT | 1.50000 427.50| 1.50000 427.50| 1.50000 427.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0023 808-75297 75.000 LFT | 3.00000 225.00| 3.00000 225.00| 3.00000 225.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75320 2.000 EACH| 65.25000 130.50| 65.25000 130.50| 65.25000 130.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75325 2.000 EACH| 94.30000 188.60| 94.30000 188.60| 94.30000 188.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0026 808-75998 810.000 EACH| 19.00000 15390.00| 19.00000 15390.00| 19.00000 15390.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 638,118.71| $ 641,020.64| $ 708,449.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 638,118.71| $ 641,020.64| $ 708,449.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 301 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 892,178.82 ROUTE : 114 CALL ORDER : 301 CONTRACT ID : RS-26584-A COUNTIES : WABASH LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1016737 | | |WAYNE ASPHALT & CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 4.000 MOS | 1300.00000 5200.00| | FIELD OFFICE, B | | | 0002 110-01001 LUMP| 33780.00000 33780.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 75742.000 SYS | 0.25000 18935.50| | SURFACE MILLING, ASPHALT | | | 0004 301-07448 5684.000 TON | 13.50000 76734.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0005 303-07449 500.000 TON | 17.00000 8500.00| | COMPACTED AGGREGATE, NO. 73 | | | 0006 304-07509 4263.000 TON | 42.00000 179046.00| | WIDENING WITH QC/QA-HMA, 3, 64, BASE, | | | 25 mm | | | 0007 401-07322 8387.000 TON | 35.75000 299835.25| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0008 406-05520 24.600 TON | 175.00000 4305.00| | ASPHALT FOR TACK COAT | | | 0009 610-07487 1512.000 TON | 60.00000 90720.00| | HMA FOR APPROACHES, TYPE B | | | 0010 615-06520 16.000 EACH| 275.00000 4400.00| | MONUMENT, RE-ESTABLISH | | | 0011 801-06203 2642.000 LFT | 0.20000 528.40| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0012 801-06207 2642.000 LFT | 1.15000 3038.30| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0013 801-06640 21.000 EACH| 96.00000 2016.00| | CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 13500.00000 13500.00| | MAINTAINING TRAFFIC | | | 0015 805-78470 765.000 LFT | 0.40000 306.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0016 805-78795 218.000 LFT | 11.50000 2507.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0017 805-92951 4.000 EACH| 220.00000 880.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0018 808-06713 52826.000 LFT | 0.08000 4226.08| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-75240 16245.000 LFT | 0.28000 4548.60| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/02 PAGE : 301 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 892,178.82 ROUTE : 114 CALL ORDER : 301 CONTRACT ID : RS-26584-A COUNTIES : WABASH LETTING DATE : 12/18/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1016737 | | |WAYNE ASPHALT & CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-75245 30499.000 LFT | 0.28000 8539.72| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0021 808-75274 766.000 LFT | 1.00000 766.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0022 808-75278 285.000 LFT | 1.50000 427.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0023 808-75297 75.000 LFT | 3.00000 225.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75320 2.000 EACH| 65.25000 130.50| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75325 2.000 EACH| 94.30000 188.60| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0026 808-75998 810.000 EACH| 19.00000 15390.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 778,673.45| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 778,673.45| | ====================================================================================================================================