INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,138,651.82 ROUTE : 65 CALL ORDER : 140 CONTRACT ID : R -26436-A COUNTIES : TIPPECANOE LETTING DATE : 01/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0656060 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 711,574.13 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 889,803.00 125.0471% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |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| 4185.00000 4185.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1671.63000 5014.89| 2700.00000 8100.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 55203.96000 55203.96| 44400.00000 44400.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 100920.000 SYS | 0.43000 43395.60| 1.10000 111012.00| SURFACE MILLING, ASPHALT | | | 0005 303-07449 200.000 TON | 32.10000 6420.00| 39.00000 7800.00| COMPACTED AGGREGATE, NO. 73 | | | 0006 304-07491 50.000 TON | 244.37000 12218.50| 175.00000 8750.00| HMA PATCHING, TYPE C | | | 0007 401-07337 9991.000 TON | 45.25000 452092.75| 55.00000 549505.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | 0008 406-05520 24.220 TON | 144.10000 3490.10| 175.00000 4238.50| ASPHALT FOR TACK COAT | | | 0009 615-06505 4.000 EACH| 1097.32000 4389.28| 1050.00000 4200.00| MONUMENT, B | | | 0010 801-01093 12.000 EACH| 230.00000 2760.00| 240.00000 2880.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0011 801-06207 4000.000 LFT | 1.10000 4400.00| 1.40000 5600.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 46.000 EACH| 65.00000 2990.00| 65.00000 2990.00| CONSTRUCTION SIGN, A | | | 0013 801-06710 80.000 DAY | 12.00000 960.00| 12.00000 960.00| FLASHING ARROW SIGN | | | 0014 801-06775 LUMP| 19303.71000 19303.71| 22000.00000 22000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,138,651.82 ROUTE : 65 CALL ORDER : 140 CONTRACT ID : R -26436-A COUNTIES : TIPPECANOE LETTING DATE : 01/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-07215 40.000 DAY | 70.00000 2800.00| 72.00000 2880.00| TEMPOORARY CHANGEABLE MESSAGE SIGN | | | 0016 805-06974 LUMP| 54471.84000 54471.84| 65000.00000 65000.00| WIM STATION, 4 LANE PIEZO | | | 0017 808-03631 4675.000 LFT | 0.85000 3973.75| 0.95000 4441.25| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0018 808-03632 4675.000 LFT | 0.85000 3973.75| 0.95000 4441.25| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0019 808-06702 7000.000 LFT | 0.30000 2100.00| 0.30000 2100.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0020 808-06703 36200.000 LFT | 0.24000 8688.00| 0.25000 9050.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0021 808-06705 2200.000 LFT | 0.90000 1980.00| 0.90000 1980.00| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0022 808-06706 1300.000 LFT | 2.60000 3380.00| 2.75000 3575.00| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0023 808-06716 2200.000 LFT | 0.67000 1474.00| 0.70000 1540.00| LINE, REMOVE | | | 0024 808-74811 1200.000 LFT | 1.07000 1284.00| 1.20000 1440.00| LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0025 808-75245 27400.000 LFT | 0.24000 6576.00| 0.25000 6850.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0026 808-75996 420.000 EACH| 3.45000 1449.00| 3.50000 1470.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-06368 1300.000 LFT | 2.00000 2600.00| 2.00000 2600.00| TRANSVERSE MARKING, REMOVE | | | SECTION TOTALS | $ 711,574.13| $ 889,803.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 711,574.13| $ 889,803.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 158 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,021,288.76 ROUTE : CALL ORDER : 158 CONTRACT ID : R -26476-A COUNTIES : MONROE LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9953016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 54-1342714 TRI COUNTY BUILDERS CO $ 929,332.69 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 975,957.32 105.0170% 3 35-1057871 SMOCK FANSLER CORPORATION $ 1,214,078.60 130.6398% ==================================================================================================================================== |(1) 54-1342714 |(2) 35-1875662 |(3) 35-1057871 |TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN TRAIL | | | 0001 105-06845 LUMP| 6278.00000 6278.00| 16500.00000 16500.00| 15345.00000 15345.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1740.00000 13920.00| 1550.00000 12400.00| 1485.00000 11880.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 48500.00000 48500.00| 53000.00000 53000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9506.00000 9506.00| 19250.00000 19250.00| 21000.00000 21000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 1200.00000 1200.00| 2300.00000 2300.00| 11600.00000 11600.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1553.800 CYS | 19.00000 29522.20| 24.00000 37291.20| 16.00000 24860.80 EXCAVATION, COMMON | | | 0007 203-02070 524.800 CYS | 20.00000 10496.00| 13.00000 6822.40| 12.00000 6297.60 BORROW | | | 0008 205-06931 240.800 TON | 28.00000 6742.40| 26.00000 6260.80| 27.00000 6501.60 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06932 28.000 LFT | 4.00000 112.00| 3.65000 102.20| 11.00000 308.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06933 3.000 EACH| 84.00000 252.00| 75.25000 225.75| 30.00000 90.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 4881.000 LFT | 1.86000 9078.66| 1.70000 8297.70| 1.75000 8541.75 TEMPORARY SILT FENCE | | | 0012 206-51215 23.000 CYS | 100.00000 2300.00| 72.00000 1656.00| 100.00000 2300.00 EXCAVATION, X | | | 0013 206-51220 21.000 CYS | 7.43000 156.03| 22.00000 462.00| 37.00000 777.00 EXCAVATION, WET | | | 0014 206-51230 76.800 CYS | 22.00000 1689.60| 16.50000 1267.20| 32.00000 2457.60 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 158 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,021,288.76 ROUTE : CALL ORDER : 158 CONTRACT ID : R -26476-A COUNTIES : MONROE LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 54-1342714 |(2) 35-1875662 |(3) 35-1057871 |TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 210-04181 4.000 EACH| 188.00000 752.00| 215.00000 860.00| 160.00000 640.00 BICYCLE RACK | | | 0016 210-06389 366.800 TON | 14.26000 5230.57| 24.50000 8986.60| 47.45000 17404.66 LIMESTONE CRUSHED | | | 0017 210-06799 15.000 CYS | 560.00000 8400.00| 330.00000 4950.00| 315.00000 4725.00 LIMESTONE BLOCKS | | | 0018 211-07454 62.100 CYS | 40.00000 2484.00| 46.00000 2856.60| 25.00000 1552.50 STRUCTURE BACKFILL | | | 0019 303-01180 2460.100 TON | 14.00000 34441.40| 13.75000 33826.38| 23.00000 56582.30 COMPACTED AGGREGATE, 53 | | | 0020 402-07432 430.300 TON | 56.00000 24096.80| 58.00000 24957.40| 57.00000 24527.10 HMA TYPE A, SURFACE | | | 0021 402-07435 938.600 TON | 51.33000 48178.34| 41.60000 39045.76| 43.00000 40359.80 HMA TYPE A, INTERMEDIATE | | | 0022 406-05520 2.400 TON | 240.00000 576.00| 190.00000 456.00| 210.00000 504.00 ASPHALT FOR TACK COAT | | | 0023 601-03667 302.170 LFT | 93.64000 28295.20| 85.00000 25684.45| 75.00000 22662.75 RAILING, ORNAMENTAL | | | 0024 601-03871 8.000 EACH| 729.00000 5832.00| 1460.00000 11680.00| 1500.00000 12000.00 RAILING, WOOD, END TREATMENT | | | 0025 611-05330 228.300 SYS | 52.00000 11871.60| 45.50000 10387.65| 48.50000 11072.55 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0026 616-02320 550.600 SYS | 2.75000 1514.15| 2.20000 1211.32| 2.00000 1101.20 GEOTEXTILES | | | 0027 616-04918 30.000 SYS | 317.00000 9510.00| 292.00000 8760.00| 165.00000 4950.00 LIMESTONE PAVEMENT, ON CONCRETE PAVEMENT| | | 0028 616-05688 170.600 TON | 18.50000 3156.10| 25.00000 4265.00| 27.00000 4606.20 RIPRAP, CLASS 1 | | | 0029 616-05689 328.000 TON | 17.25000 5658.00| 27.50000 9020.00| 27.00000 8856.00 RIPRAP, CLASS 2 | | | 0030 619-05926 LUMP| 17280.00000 17280.00| 15400.00000 15400.00| 15840.00000 15840.00 ENVIRONMENTAL CONTROL BRIDGE | | | 0031 619-51859 LUMP| 118095.00000 118095.00| 104400.00000 104400.00| 124000.00000 124000.00 PAINT STEEL BRIDGE | | | 0032 621-01004 2.000 EACH| 792.00000 1584.00| 710.00000 1420.00| 160.00000 320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-02770 1094.500 SYS | 2.10000 2298.45| 1.90000 2079.55| 2.20000 2407.90 EROSION CONTROL BLANKET | | | 0034 621-03423 0.900 ACRE| 8334.72000 7501.25| 7475.00000 6727.50| 7920.00000 7128.00 NATIVE GRASSES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 158 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,021,288.76 ROUTE : CALL ORDER : 158 CONTRACT ID : R -26476-A COUNTIES : MONROE LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 54-1342714 |(2) 35-1875662 |(3) 35-1057871 |TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-04316 290.000 LFT | 0.84000 243.60| 0.75000 217.50| 0.50000 145.00 SPADE EDGE | | | 0036 621-04978 5808.000 SYS | 0.84000 4878.72| 0.75000 4356.00| 0.62000 3600.96 SEED MIXTURE TYPE A | | | 0037 621-04978 121.000 SYS | 2.88000 348.48| 2.60000 314.60| 4.13000 499.73 SEED MIXTURE TYPE B | | | 0038 621-06570 100.000 CYS | 41.32000 4132.00| 13.00000 1300.00| 31.00000 3100.00 TOP SOIL | | | 0039 621-06574 1000.000 SYS | 3.78000 3780.00| 3.40000 3400.00| 3.50000 3500.00 SODDING | | | 0040 621-98038 29.000 CYS | 58.20000 1687.80| 52.25000 1515.25| 57.00000 1653.00 MULCH, HARDWOOD SHREDDED BARK | | | 0041 622-05641 59.000 EACH| 84.00000 4956.00| 75.50000 4454.50| 74.00000 4366.00 PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0042 622-05649 13.000 EACH| 390.00000 5070.00| 350.00000 4550.00| 510.00000 6630.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0043 622-05651 20.000 EACH| 774.00000 15480.00| 695.00000 13900.00| 1419.00000 28380.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0044 622-91534 10.000 EACH| 114.00000 1140.00| 102.50000 1025.00| 75.00000 750.00 TREE WELL , DRY PIT | | | 0045 701-51195 72.000 LFT | 165.82000 11939.04| 135.00000 9720.00| 111.00000 7992.00 PILE, STEEL H, HP 12 X 53 | | | 0046 701-91792 4.000 EACH| 144.00000 576.00| 90.00000 360.00| 210.00000 840.00 PILE TIP, STEEL H | | | 0047 702-51005 54.400 CYS | 471.50000 25649.60| 375.00000 20400.00| 465.00000 25296.00 CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51863 8.000 EACH| 25.06000 200.48| 16.25000 130.00| 75.00000 600.00 FIELD DRILLED HOLE IN CONCRETE | | | 0049 703-51030 4357.000 LBS | 0.89000 3877.73| 1.60000 6971.20| 0.80000 3485.60 REINFORCING STEEL | | | 0050 704-04850 70.600 SYS | 45.74000 3229.24| 76.00000 5365.60| 70.00000 4942.00 CONCRETE | | | 0051 706-04683 88.000 LFT | 15.61000 1373.68| 49.00000 4312.00| 42.50000 3740.00 RAILING , WOOD, TYPE I | | | 0052 706-04683 70.000 LFT | 21.77000 1523.90| 66.00000 4620.00| 56.00000 3920.00 RAILING , WOOD, TYPE II | | | 0053 706-04683 125.000 LFT | 25.34000 3167.50| 118.00000 14750.00| 100.00000 12500.00 RAILING , WOOD, TYPE III | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 158 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,021,288.76 ROUTE : CALL ORDER : 158 CONTRACT ID : R -26476-A COUNTIES : MONROE LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 54-1342714 |(2) 35-1875662 |(3) 35-1057871 |TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 709-51821 LUMP| 720.00000 720.00| 560.00000 560.00| 910.00000 910.00 SURFACE SEAL | | | 0055 711-04845 LUMP| 36515.00000 36515.00| 40500.00000 40500.00| 44400.00000 44400.00 BRIDGE, STEEL TRUSS, PRE-ENGINEERED | | | 0056 711-96434 8.000 EACH| 36.00000 288.00| 43.00000 344.00| 80.00000 640.00 THREADED STUD WITH NUT | | | 0057 712-03812 5.000 EACH| 745.00000 3725.00| 950.00000 4750.00| 810.00000 4050.00 BENCH | | | 0058 712-03812 1.000 EACH| 3442.00000 3442.00| 4225.00000 4225.00| 3600.00000 3600.00 BENCH /SHELTER | | | 0059 712-04131 LUMP| 75000.00000 75000.00| 99275.00000 99275.00| 220000.00000 220000.00 STRUCTURE , ASSEMBLY AND ERECTION | | | 0060 712-04131 LUMP| 134902.00000 134902.00| 134902.00000 134902.00| 134902.00000 134902.00 STRUCTURE , RESTORED | | | 0061 712-94080 2442.700 SFT | 13.00000 31755.10| 11.30000 27602.51| 22.00000 53739.40 TIMBER DECK , BRIDGE, TREATED | | | 0062 714-03856 20.000 LFT | 542.00000 10840.00| 250.00000 5000.00| 371.00000 7420.00 RETAINING WALL, LIMESTONE | | | 0063 714-04802 87.400 SYS | 271.00000 23685.40| 165.00000 14421.00| 250.00000 21850.00 CONCRETE MODULAR BLOCK WALL | | | 0064 715-05149 237.000 LFT | 20.00000 4740.00| 18.00000 4266.00| 28.00000 6636.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0065 715-05152 46.000 LFT | 28.00000 1288.00| 26.00000 1196.00| 31.00000 1426.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0066 715-05407 150.000 LFT | 9.75000 1462.50| 7.25000 1087.50| 6.00000 900.00 PIPE, END BENT DRAIN, 6 IN. | | | 0067 715-46000 3.000 EACH| 265.00000 795.00| 250.00000 750.00| 407.00000 1221.00 PIPE END SECTION, 12 IN. | | | 0068 715-46010 1.000 EACH| 359.00000 359.00| 315.00000 315.00| 629.00000 629.00 PIPE END SECTION, 18 IN. | | | 0069 720-04790 1.000 EACH| 375.00000 375.00| 250.00000 250.00| 200.00000 200.00 CASTING , FOR MONITORING WELL | | | 0070 720-44000 9.000 EACH| 300.00000 2700.00| 275.00000 2475.00| 115.00000 1035.00 CASTING, ADJUST TO GRADE | | | 0071 720-45005 1.000 EACH| 1657.00000 1657.00| 1050.00000 1050.00| 700.00000 700.00 INLET, A2 | | | 0072 720-45260 2.000 EACH| 1198.00000 2396.00| 600.00000 1200.00| 415.00000 830.00 PIPE CATCH BASIN, 12 IN. | | | 0073 724-03855 26.300 LFT | 59.00000 1551.70| 97.00000 2551.10| 142.00000 3734.60 EXPANSION JOINT, SLIDING PLATE | | | 0074 726-96576 2.000 EACH| 908.00000 1816.00| 1615.00000 3230.00| 985.00000 1970.00 BEARING ASSEMBLY, FIXED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 158 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,021,288.76 ROUTE : CALL ORDER : 158 CONTRACT ID : R -26476-A COUNTIES : MONROE LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 54-1342714 |(2) 35-1875662 |(3) 35-1057871 |TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 726-97941 2.000 EACH| 1424.00000 2848.00| 2150.00000 4300.00| 1395.00000 2790.00 BEARING ASSEMBLY, TFE ELASTOMERIC | | | 0076 728-98377 LUMP| 1000.00000 1000.00| 560.00000 560.00| 2300.00000 2300.00 MASONRY COATING | | | 0077 801-06606 12.000 EACH| 156.00000 1872.00| 105.00000 1260.00| 105.00000 1260.00 BARRICADE, IIIB | | | 0078 801-06640 12.000 EACH| 138.00000 1656.00| 81.00000 972.00| 100.00000 1200.00 CONSTRUCTION SIGN, A | | | 0079 801-06775 LUMP| 4200.00000 4200.00| 6000.00000 6000.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | 0080 802-03896 5.000 EACH| 180.24000 901.20| 208.00000 1040.00| 103.00000 515.00 BOLLARD , INSTALL | | | 0081 802-04314 2.000 EACH| 1294.80000 2589.60| 1160.00000 2320.00| 2110.00000 4220.00 SIGN , DIRCTORY TYPE C | | | 0082 802-04314 1.000 EACH| 1294.80000 1294.80| 1160.00000 1160.00| 2150.00000 2150.00 SIGN , DIRECTORY TYPE A | | | 0083 802-04314 1.000 EACH| 1944.00000 1944.00| 1750.00000 1750.00| 2775.00000 2775.00 SIGN , DIRECTORY TYPE B | | | 0084 802-04314 3.000 EACH| 1050.00000 3150.00| 941.00000 2823.00| 1080.00000 3240.00 SIGN , IDENTITY | | | 0085 802-04314 18.000 EACH| 685.73000 12343.14| 615.00000 11070.00| 890.00000 16020.00 SIGN , TRAIL TRAFFIC | | | 0086 802-05701 133.000 LFT | 11.95000 1589.35| 12.50000 1662.50| 22.00000 2926.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0087 802-06830 121.500 SFT | 26.28000 3193.02| 16.00000 1944.00| 28.00000 3402.00 SIGN , SAFETY | | | 0088 802-76035 6.000 SFT | 27.38000 164.28| 30.50000 183.00| 20.00000 120.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS HANDICAP | | | 0089 808-03439 216.000 LFT | 1.25000 270.00| 5.25000 1134.00| 6.00000 1296.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0090 808-75300 216.000 LFT | 0.13000 28.08| 1.85000 399.60| 2.00000 432.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0091 808-75330 12.000 EACH| 1.25000 15.00| 122.00000 1464.00| 125.00000 1500.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | WORD (PEDX) | | | 0092 808-97222 2.000 EACH| 125.00000 250.00| 122.00000 244.00| 125.00000 250.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 158 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,021,288.76 ROUTE : CALL ORDER : 158 CONTRACT ID : R -26476-A COUNTIES : MONROE LETTING DATE : 01/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 54-1342714 |(2) 35-1875662 |(3) 35-1057871 |TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 900-04999 50.000 EACH| 75.00000 3750.00| 115.00000 5750.00| 115.00000 5750.00 POST , WOOD | | | SECTION TOTALS | $ 929,332.69| $ 975,957.32| $ 1,214,078.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 929,332.69| $ 975,957.32| $ 1,214,078.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/11/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0653288 0653288 0653288 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL A + B = $ 33,888,419.00 100.0000% 2 99-9990053 BERNS/WEDDLE JOINT VENTURE A + B = $ 36,210,380.34 109.9278% ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 384830.00000 384830.00| 225000.00000 225000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 15.000 MOS | 2100.00000 31500.00| 2000.00000 30000.00| FIELD OFFICE, C | | | 0003 110-01001 LUMP| 1150000.00000 1150000.00| 1285500.00000 1285500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 230000.00000 230000.00| 381700.00000 381700.00| CLEARING RIGHT OF WAY | | | 0005 202-01667 101.000 EACH| 200.00000 20200.00| 154.84000 15638.84| SIGN AND SUPPORTS, WOOD POST, REMOVE | | | 0006 202-02240 91556.000 SYS | 6.25000 572225.00| 7.90000 723292.40| PAVEMENT, REMOVE | | | 0007 202-02241 11048.000 LFT | 4.00000 44192.00| 1.30000 14362.40| GUARDRAIL, REMOVE | | | 0008 202-02273 3.000 SYS | 100.00000 300.00| 100.00000 300.00| CENTER CURB, CONCRETE, REMOVE | | | 0009 202-02278 147.000 LFT | 20.00000 2940.00| 40.00000 5880.00| CURB, CONCRETE, REMOVE | | | 0010 202-51328 LUMP| 85000.00000 85000.00| 190533.56000 190533.56| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. N0. 13 | | | 0011 202-51328 LUMP| 94500.00000 94500.00| 129781.94000 129781.94| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0012 202-51328 LUMP| 36000.00000 36000.00| 33856.16000 33856.16| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-51328 LUMP| 38000.00000 38000.00| 45012.89000 45012.89| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 11 | | | 0014 202-51328 LUMP| 34000.00000 34000.00| 28213.47000 28213.47| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 12 | | | 0015 202-51328 LUMP| 36000.00000 36000.00| 88494.76000 88494.76| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 14 | | | 0016 202-51328 LUMP| 32000.00000 32000.00| 39855.47000 39855.47| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 15 | | | 0017 202-51328 LUMP| 28000.00000 28000.00| 83161.26000 83161.26| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 16 | | | 0018 202-51328 LUMP| 30000.00000 30000.00| 27084.93000 27084.93| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 17 | | | 0019 202-51328 LUMP| 32000.00000 32000.00| 43172.25000 43172.25| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 18 | | | 0020 202-51328 LUMP| 73000.00000 73000.00| 97967.57000 97967.57| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 19 | | | 0021 202-51328 LUMP| 88000.00000 88000.00| 101568.48000 101568.48| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0022 202-51328 LUMP| 80000.00000 80000.00| 197176.40000 197176.40| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 20 | | | 0023 202-51328 LUMP| 153000.00000 153000.00| 228295.16000 228295.16| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0024 202-51328 LUMP| 55000.00000 55000.00| 88413.50000 88413.50| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 30 | | | 0025 202-51328 LUMP| 125000.00000 125000.00| 202191.48000 202191.48| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 31 | | | 0026 202-51328 LUMP| 125000.00000 125000.00| 135424.64000 135424.64| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0027 202-51328 LUMP| 90000.00000 90000.00| 95925.78000 95925.78| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0028 202-51328 LUMP| 40000.00000 40000.00| 32727.62000 32727.62| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 6 | | | 0029 202-51328 LUMP| 35000.00000 35000.00| 30470.54000 30470.54| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 7 | | | 0030 202-51328 LUMP| 42000.00000 42000.00| 41755.93000 41755.93| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 8 | | | 0031 202-51328 LUMP| 60000.00000 60000.00| 62069.63000 62069.63| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 9 | | | 0032 202-51368 664.000 SYS | 18.00000 11952.00| 87.20000 57900.80| SLOPEWALL, REMOVE | | | 0033 202-51822 28064.200 SYS | 2.50000 70160.50| 8.49000 238265.06| BRIDGE DECK OVERLAY, REMOVE | | | 0034 202-60820 34247.000 SYS | 1.47000 50343.09| 2.25000 77055.75| SURFACE MILLING, ASPHALT | | | 0035 202-60822 12744.000 SYS | 1.29000 16439.76| 3.00000 38232.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0036 202-62420 1911.500 LFT | 6.00000 11469.00| 10.02000 19153.23| BRIDGE RAILING, REMOVE | | | 0037 202-74050 4.000 EACH| 700.00000 2800.00| 602.50000 2410.00| SIGN, OVERHEAD, REMOVE | | | 0038 202-74055 1.000 EACH| 3500.00000 3500.00| 4724.46000 4724.46| OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0039 202-82065 1.000 EACH| 250.00000 250.00| 166.65000 166.65| SIGN CIRCUITRY, BOX TRUSS, REMOVE | | | 0040 202-82066 1.000 EACH| 250.00000 250.00| 166.65000 166.65| SIGN CIRCUITRY, CANTILEVERS, REMOVE | | | 0041 202-91840 660.000 LFT | 4.00000 2640.00| 1.45000 957.00| FENCE, CHAIN LINK, REMOVE | | | 0042 202-93974 1.000 EACH| 2500.00000 2500.00| 3775.58000 3775.58| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0043 203-02000 21290.000 CYS | 15.00000 319350.00| 11.80000 251222.00| EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 203-02070 15354.000 CYS | 6.00000 92124.00| 15.00000 230310.00| BORROW | | | 0045 205-06931 204.000 TON | 18.00000 3672.00| 10.00000 2040.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0046 205-06933 3.000 EACH| 60.00000 180.00| 75.00000 225.00| TEMPORARY DITCH INLET PROTECTION | | | 0047 205-06934 13.900 TON | 463.00000 6435.70| 760.00000 10564.00| TEMPORARY MULCHING | | | 0048 205-06937 9697.000 LFT | 1.45000 14060.65| 1.50000 14545.50| TEMPORARY SILT FENCE | | | 0049 206-51225 2298.000 CYS | 40.00000 91920.00| 21.49000 49384.02| EXCAVATION, DRY | | | 0050 207-07498 18174.000 SYS | 3.25000 59065.50| 6.10000 110861.40| SUBGRADE TREATMENT, TYPE A | | | 0051 210-06318 LUMP| 6000.00000 6000.00| 5282.30000 5282.30| PROTECTION , LIGHTNING | | | 0052 210-06738 LUMP| 100.00000 100.00| 1410.67000 1410.67| CLEAN DRAINAGE STR. NO. 1 | | | 0053 210-06738 LUMP| 100.00000 100.00| 5642.69000 5642.69| CLEAN DRAINAGE, STR. NO. 10 | | | 0054 210-06738 LUMP| 100.00000 100.00| 2708.49000 2708.49| CLEAN DRAINAGE, STR. NO. 11 | | | 0055 210-06738 LUMP| 100.00000 100.00| 5642.69000 5642.69| CLEAN DRAINAGE, STR. NO. 12 | | | 0056 210-06738 LUMP| 200.00000 200.00| 3121.49000 3121.49| CLEAN DRAINAGE, STR. NO. 13 | | | 0057 210-06738 LUMP| 200.00000 200.00| 3121.49000 3121.49| CLEAN DRAINAGE, STR. NO. 14 | | | 0058 210-06738 LUMP| 100.00000 100.00| 3272.76000 3272.76| CLEAN DRAINAGE, STR. NO. 15 | | | 0059 210-06738 LUMP| 100.00000 100.00| 3121.49000 3121.49| CLEAN DRAINAGE, STR. NO. 16 | | | 0060 210-06738 LUMP| 200.00000 200.00| 5642.69000 5642.69| CLEAN DRAINAGE, STR. NO. 17 | | | 0061 210-06738 LUMP| 100.00000 100.00| 2934.20000 2934.20| CLEAN DRAINAGE, STR. NO. 18 | | | 0062 210-06738 LUMP| 100.00000 100.00| 3121.49000 3121.49| CLEAN DRAINAGE, STR. NO. 19 | | | 0063 210-06738 LUMP| 400.00000 400.00| 1410.67000 1410.67| CLEAN DRAINAGE, STR. NO. 2 | | | 0064 210-06738 LUMP| 400.00000 400.00| 3121.49000 3121.49| CLEAN DRAINAGE, STR. NO. 20 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 210-06738 LUMP| 400.00000 400.00| 3121.49000 3121.49| CLEAN DRAINAGE, STR. NO. 3 | | | 0066 210-06738 LUMP| 100.00000 100.00| 3121.49000 3121.49| CLEAN DRAINAGE, STR. NO. 30 | | | 0067 210-06738 LUMP| 100.00000 100.00| 3121.49000 3121.49| CLEAN DRAINAGE, STR. NO. 31 | | | 0068 210-06738 LUMP| 400.00000 400.00| 1410.67000 1410.67| CLEAN DRAINAGE, STR. NO. 4 | | | 0069 210-06738 LUMP| 500.00000 500.00| 1410.67000 1410.67| CLEAN DRAINAGE, STR. NO. 5 | | | 0070 210-06738 LUMP| 500.00000 500.00| 6771.23000 6771.23| CLEAN DRAINAGE, STR. NO. 6 | | | 0071 210-06738 LUMP| 100.00000 100.00| 6771.23000 6771.23| CLEAN DRAINAGE, STR. NO. 7 | | | 0072 210-06738 LUMP| 100.00000 100.00| 6771.23000 6771.23| CLEAN DRAINAGE, STR. NO. 8 | | | 0073 210-06738 LUMP| 100.00000 100.00| 6771.23000 6771.23| CLEAN DRAINAGE, STR. NO. 9 | | | 0074 210-07221 14.000 EACH| 125.00000 1750.00| 107.46000 1504.44| SURGE SUPPRESSION DEVICE , 120/240 V, | | | TYPE 3 | | | 0075 210-07230 14.000 EACH| 2200.00000 30800.00| 2026.46000 28370.44| TERMINAL SERVER 8 PORT | | | 0076 210-07234 14.000 EACH| 180.00000 2520.00| 168.06000 2352.84| SENSOR , I/O/SERIAL OUTPUT | | | 0077 211-06467 174.100 CYS | 40.00000 6964.00| 49.37000 8595.32| AGGREGATE FOR END BENT BACKFILL | | | 0078 211-07454 1751.000 CYS | 25.00000 43775.00| 36.60000 64086.60| STRUCTURE BACKFILL | | | 0079 213-52830 111.000 CYS | 90.00000 9990.00| 215.50000 23920.50| FLOWABLE MORTAR | | | 0080 303-01180 5149.000 TON | 14.00000 72086.00| 42.55000 219089.95| COMPACTED AGGREGATE, 53 | | | 0081 304-06464 4994.000 CYS | 28.00000 139832.00| 35.15000 175539.10| SUBBASE FOR PCCP | | | 0082 304-07494 8494.000 TON | 72.50000 615815.00| 65.25000 554233.50| HMA WIDENING, TYPE C | | | 0083 401-06264 LUMP| 1000.00000 1000.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0084 401-07337 14439.000 TON | 67.00000 967413.00| 68.00000 981852.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 401-07405 21174.000 TON | 45.00000 952830.00| 34.00000 719916.00| QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | 0086 401-07420 889.000 TON | 59.00000 52451.00| 46.00000 40894.00| QC/QA-HMA, 5, 76, BASE, 25.0 mm | | | 0087 406-05521 250593.000 SYS | 0.04000 10023.72| 0.05000 12529.65| ASPHALT FOR TACK COAT | | | 0088 501-06266 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| PROFILOGRAPH, PCCP | | | 0089 501-06321 385.000 SYS | 40.00000 15400.00| 38.00000 14630.00| QC/QA-PCCP, 10 IN. | | | 0090 501-06323 87078.000 SYS | 32.00000 2786496.00| 31.92000 2779529.76| QC/QA-PCCP, 12 IN. | | | 0091 501-06914 8263.000 SYS | 39.00000 322257.00| 32.90000 271852.70| QC/QA PCCP , 9 IN. | | | 0092 503-03489 3219.000 EACH| 15.00000 48285.00| 5.35000 17221.65| RETROFITTED TIE BARS | | | 0093 503-05240 52220.000 LFT | 7.75000 404705.00| 6.75000 352485.00| D-1 CONTRACTION JOINT | | | 0094 503-05310 113.100 LFT | 135.00000 15268.50| 140.30000 15867.93| TERMINAL JOINT | | | 0095 506-06333 10217.000 SYS | 82.00000 837794.00| 103.00000 1052351.00| PCCP PATCHING, FULL DEPTH | | | 0096 601-01128 2.000 EACH| 870.00000 1740.00| 820.00000 1640.00| GUARDRAIL TRANSITION TYPE WGB | | | 0097 601-01522 14.000 EACH| 1175.00000 16450.00| 1125.00000 15750.00| GUARDRAIL TRANSITION TYPE TGB | | | 0098 601-01867 1.000 EACH| 1235.00000 1235.00| 1190.00000 1190.00| GUARDRAIL TRANSITION, TGB RETROFIT | | | 0099 601-02800 35.000 EACH| 1050.00000 36750.00| 990.00000 34650.00| GUARDRAIL TRANSITION, TGT | | | 0100 601-04746 2.000 EACH| 7500.00000 15000.00| 5350.00000 10700.00| ENERGY ABSORBING TERMINAL, CZ | | | 0101 601-05999 3.000 EACH| 32.50000 97.50| 29.00000 87.00| CURVED TERMINAL END | | | 0102 601-94689 10.000 EACH| 2045.00000 20450.00| 1962.00000 19620.00| GUARDRAIL END TREATMENT, OS | | | 0103 601-99105 11700.750 LFT | 8.95000 104721.71| 8.50000 99456.38| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0104 601-99123 4.000 EACH| 2100.00000 8400.00| 2030.00000 8120.00| GUARDRAIL TRANSITION, GP | | | 0105 602-02476 15.000 LFT | 200.00000 3000.00| 241.36000 3620.40| BARRIER, CONCRETE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 602-04137 102.000 LFT | 30.00000 3060.00| 12.78000 1303.56| BARRIER, PRECAST CONCRETE, RESET | | | 0107 602-06639 4820.000 LFT | 20.00000 96400.00| 30.85000 148697.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0108 602-06646 590.000 LFT | 20.00000 11800.00| 30.85000 18201.50| TEMPORARY CONCRETE BARRIER | | | 0109 602-06729 921.000 EACH| 8.65000 7966.65| 6.50000 5986.50| BARRIER DELINEATOR | | | 0110 602-06944 250.000 LFT | 125.00000 31250.00| 113.32000 28330.00| BARRIER, CONCRETE, 33 IN. | | | 0111 602-06945 557.000 LFT | 145.00000 80765.00| 86.88000 48392.16| BARRIER, CONCRETE, 45 IN. | | | 0112 605-05523 200.000 LFT | 25.00000 5000.00| 20.00000 4000.00| CURB, HMA | | | 0113 605-06120 103.000 LFT | 25.00000 2575.00| 30.00000 3090.00| CURB, CONCRETE | | | 0114 607-06335 450.000 LFT | 50.00000 22500.00| 24.25000 10912.50| PAVED SIDE DITCH, A | | | 0115 610-06259 8003.100 SYS | 48.00000 384148.80| 92.55000 740686.91| REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0116 610-07488 623.700 TON | 110.00000 68607.00| 110.00000 68607.00| HMA FOR APPROACHES, TYPE C | | | 0117 616-02320 3453.000 SYS | 1.50000 5179.50| 1.00000 3453.00| GEOTEXTILES | | | 0118 616-06405 1600.000 TON | 25.00000 40000.00| 26.00000 41600.00| RIPRAP, REVETMENT | | | 0119 616-06455 538.000 SYS | 39.00000 20982.00| 49.99000 26894.62| SLOPEWALL | | | 0120 616-51367 261.000 SYS | 39.00000 10179.00| 61.44000 16035.84| SLOPEWALL, CONCRETE, 4 IN. | | | 0121 616-93772 12.000 EACH| 50.00000 600.00| 453.84000 5446.08| INSPECTION HOLE | | | 0122 619-05926 LUMP| 5000.00000 5000.00| 5642.69000 5642.69| ENVIRONMENTAL CONTROL , STR. NO. 21 | | | 0123 619-05926 LUMP| 6000.00000 6000.00| 6771.23000 6771.23| ENVIRONMENTAL CONTROL , STR. NO. 22 | | | 0124 619-05926 LUMP| 5000.00000 5000.00| 5642.69000 5642.69| ENVIRONMENTAL CONTROL , STR. NO. 23 | | | 0125 619-05926 LUMP| 6000.00000 6000.00| 6771.23000 6771.23| ENVIRONMENTAL CONTROL , STR. NO. 24 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 619-05926 LUMP| 10000.00000 10000.00| 11285.39000 11285.39| ENVIRONMENTAL CONTROL , STR. NO. 25 | | | 0128 619-05926 LUMP| 5000.00000 5000.00| 5642.69000 5642.69| ENVIRONMENTAL CONTROL , STR. NO. 27 | | | 0131 619-51859 LUMP| 40000.00000 40000.00| 45141.55000 45141.55| PAINT STEEL BRIDGE , STR. NO. 21 | | | 0132 619-51859 LUMP| 60000.00000 60000.00| 67712.32000 67712.32| PAINT STEEL BRIDGE , STR. NO. 22 | | | 0133 619-51859 LUMP| 32000.00000 32000.00| 36113.24000 36113.24| PAINT STEEL BRIDGE , STR. NO. 23 | | | 0134 619-51859 LUMP| 44000.00000 44000.00| 49655.70000 49655.70| PAINT STEEL BRIDGE , STR. NO. 24 | | | 0135 619-51859 LUMP| 104000.00000 104000.00| 117368.02000 117368.02| PAINT STEEL BRIDGE , STR. NO. 25 | | | 0137 619-51859 LUMP| 42000.00000 42000.00| 47398.62000 47398.62| PAINT STEEL BRIDGE , STR. NO. 27 | | | 0140 619-61000 LUMP| 66000.00000 66000.00| 93933.46000 93933.46| CLEAN STEEL BRIDGE , STR. NO. 21 | | | 0141 619-61000 LUMP| 96000.00000 96000.00| 129668.31000 129668.31| CLEAN STEEL BRIDGE , STR. NO. 22 | | | 0142 619-61000 LUMP| 54000.00000 54000.00| 79639.52000 79639.52| CLEAN STEEL BRIDGE , STR. NO. 23 | | | 0143 619-61000 LUMP| 72000.00000 72000.00| 101080.43000 101080.43| CLEAN STEEL BRIDGE , STR. NO. 24 | | | 0144 619-61000 LUMP| 164000.00000 164000.00| 210667.29000 210667.29| CLEAN STEEL BRIDGE , STR. NO. 25 | | | 0146 619-61000 LUMP| 69000.00000 69000.00| 97506.94000 97506.94| CLEAN STEEL BRIDGE , STR. NO. 27 | | | 0149 621-01004 2.000 EACH| 575.00000 1150.00| 575.00000 1150.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0150 621-06545 2.600 TON | 900.00000 2340.00| 649.00000 1687.40| FERTILIZER | | | 0151 621-06548 60.000 LBS | 50.00000 3000.00| 25.00000 1500.00| SEED MIXTURE, CV | | | 0152 621-06554 893.000 LBS | 6.00000 5358.00| 3.94000 3518.42| SEED MIXTURE, U | | | 0153 621-06557 893.000 LBS | 6.00000 5358.00| 2.05000 1830.65| SEED MIXTURE, T | | | 0154 621-06565 11.800 TON | 800.00000 9440.00| 495.00000 5841.00| MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 621-06567 57.300 MG | 2.00000 114.60| 2.00000 114.60| WATER | | | 0156 621-06574 1204.000 SYS | 6.00000 7224.00| 6.00000 7224.00| SODDING | | | 0158 701-98647 1390.000 LFT | 39.00000 54210.00| 29.96000 41644.40| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.203 IN., 14 IN. | | | 0159 702-51005 387.300 CYS | 850.00000 329205.00| 870.59000 337179.51| CONCRETE, A, SUBSTRUCTURE | | | 0160 702-51015 329.700 CYS | 425.00000 140122.50| 467.87000 154256.74| CONCRETE, B, FOOTINGS | | | 0161 702-51110 13618.000 LBS | 2.00000 27236.00| 3.81000 51884.58| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0162 702-51863 454.000 EACH| 15.00000 6810.00| 15.18000 6891.72| FIELD DRILLED HOLE IN CONCRETE | | | 0163 703-01540 696.000 EACH| 20.00000 13920.00| 12.76000 8880.96| THREADED TIE BAR ASSEMBLY | | | 0164 703-06029 1865.000 LBS | 1.00000 1865.00| 1.37000 2555.05| REINFORCING BARS, EPOXY COATED | | | 0165 703-51030 869102.000 LBS | 0.75000 651826.50| 0.83000 721354.66| REINFORCING STEEL | | | 0166 704-51002 1755.200 CYS | 875.00000 1535800.00| 1008.53000 1770171.86| CONCRETE, C, SUPERSTRUCTURE | | | 0167 706-05732 6.000 EACH| 2500.00000 15000.00| 1333.51000 8001.06| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0168 706-05734 4.000 EACH| 2500.00000 10000.00| 1333.51000 5334.04| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0169 706-51020 261.300 CYS | 700.00000 182910.00| 662.16000 173022.41| CONCRETE, C, RAILING | | | 0170 706-51025 33.000 LFT | 125.00000 4125.00| 365.28000 12054.24| CONCRETE, C, RAILING | | | 0171 706-91957 2042.000 LFT | 32.50000 66365.00| 44.86000 91604.12| BRIDGE RAILING, THRIE BEAM | | | 0172 709-51821 LUMP| 3840.00000 3840.00| 5642.69000 5642.69| SURFACE SEAL , STR. NO. 1 | | | 0173 709-51821 LUMP| 1840.00000 1840.00| 1467.10000 1467.10| SURFACE SEAL , STR. NO. 10 | | | 0174 709-51821 LUMP| 3760.00000 3760.00| 3168.94000 3168.94| SURFACE SEAL , STR. NO. 11 | | | 0175 709-51821 LUMP| 4320.00000 4320.00| 2934.20000 2934.20| SURFACE SEAL , STR. NO. 12 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0176 709-51821 LUMP| 8560.00000 8560.00| 3159.91000 3159.91| SURFACE SEAL , STR. NO. 13 | | | 0177 709-51821 LUMP| 2160.00000 2160.00| 2595.64000 2595.64| SURFACE SEAL , STR. NO. 14 | | | 0178 709-51821 LUMP| 3200.00000 3200.00| 2694.95000 2694.95| SURFACE SEAL , STR. NO. 15 | | | 0179 709-51821 LUMP| 2880.00000 2880.00| 2144.22000 2144.22| SURFACE SEAL , STR. NO. 16 | | | 0180 709-51821 LUMP| 3360.00000 3360.00| 2708.49000 2708.49| SURFACE SEAL , STR. NO. 17 | | | 0181 709-51821 LUMP| 3280.00000 3280.00| 2803.29000 2803.29| SURFACE SEAL , STR. NO. 18 | | | 0182 709-51821 LUMP| 4720.00000 4720.00| 3498.47000 3498.47| SURFACE SEAL , STR. NO. 19 | | | 0183 709-51821 LUMP| 3440.00000 3440.00| 7899.77000 7899.77| SURFACE SEAL , STR. NO. 2 | | | 0184 709-51821 LUMP| 6800.00000 6800.00| 4627.01000 4627.01| SURFACE SEAL , STR. NO. 20 | | | 0185 709-51821 LUMP| 7120.00000 7120.00| 4739.86000 4739.86| SURFACE SEAL , STR. NO. 3 | | | 0186 709-51821 LUMP| 6640.00000 6640.00| 2934.20000 2934.20| SURFACE SEAL , STR. NO. 30 | | | 0187 709-51821 LUMP| 12480.00000 12480.00| 7448.36000 7448.36| SURFACE SEAL , STR. NO. 31 | | | 0188 709-51821 LUMP| 3040.00000 3040.00| 6771.23000 6771.23| SURFACE SEAL , STR. NO. 4 | | | 0189 709-51821 LUMP| 2960.00000 2960.00| 6771.23000 6771.23| SURFACE SEAL , STR. NO. 5 | | | 0190 709-51821 LUMP| 1840.00000 1840.00| 1579.95000 1579.95| SURFACE SEAL , STR. NO. 6 | | | 0191 709-51821 LUMP| 1360.00000 1360.00| 1241.39000 1241.39| SURFACE SEAL , STR. NO. 7 | | | 0192 709-51821 LUMP| 2960.00000 2960.00| 2369.93000 2369.93| SURFACE SEAL , STR. NO. 8 | | | 0193 709-51821 LUMP| 3440.00000 3440.00| 2821.35000 2821.35| SURFACE SEAL , STR. NO. 9 | | | 0194 710-51864 451.000 EACH| 18.00000 8118.00| 36.84000 16614.84| FIELD DRILLED HOLE | | | 0195 710-51870 40.000 SFT | 100.00000 4000.00| 63.40000 2536.00| REPOINTING MASONRY IN STRUCTURES | | | 0196 711-04121 40.000 EACH| 66.00000 2640.00| 42.84000 1713.60| ANCHOR BOLT, AB1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0197 711-51038 LUMP| 100000.00000 100000.00| 78702.25000 78702.25| STRUCTURAL STEEL , STR. NO. 30 | | | 0198 711-51038 LUMP| 280000.00000 280000.00| 234577.04000 234577.04| STRUCTURAL STEEL , STR. NO. 31 | | | 0199 711-51823 10.000 EACH| 30.00000 300.00| 347.85000 3478.50| EXPANSION ANCHOR, 0.75 IN. | | | 0200 711-61500 46.000 EACH| 750.00000 34500.00| 733.55000 33743.30| DIAPHRAGM | | | 0201 711-91981 3.000 EACH| 800.00000 2400.00| 500.00000 1500.00| TIE ROD | | | 0202 711-96800 9068.000 EACH| 3.25000 29471.00| 2.95000 26750.60| STUD SHEAR CONNECTOR | | | 0203 715-05048 8054.000 LFT | 3.00000 24162.00| 2.25000 18121.50| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0204 715-05053 549.000 LFT | 18.00000 9882.00| 10.00000 5490.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0205 715-05121 43.000 LFT | 75.00000 3225.00| 37.70000 1621.10| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0206 715-05149 240.000 LFT | 55.00000 13200.00| 73.50000 17640.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0207 715-05152 104.000 LFT | 65.00000 6760.00| 37.70000 3920.80| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0208 715-05173 152.000 LFT | 75.00000 11400.00| 41.00000 6232.00| PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0209 715-05422 1682.000 LFT | 70.00000 117740.00| 116.50000 195953.00| PIPE, SLOTTED DRAIN, 12 IN. | | | 0210 715-46000 11.000 EACH| 200.00000 2200.00| 312.50000 3437.50| PIPE END SECTION, 12 IN. | | | 0211 715-46010 2.000 EACH| 300.00000 600.00| 445.00000 890.00| PIPE END SECTION, 18 IN. | | | 0212 715-46020 2.000 EACH| 400.00000 800.00| 685.00000 1370.00| PIPE END SECTION, 24 IN. | | | 0213 715-91361 136.000 LFT | 50.00000 6800.00| 109.64000 14911.04| PIPE, PVC, 6 IN. | | | 0214 718-06528 17.000 EACH| 800.00000 13600.00| 600.00000 10200.00| OUTLET PROTECTOR, 1 | | | 0215 718-52610 884.000 CYS | 22.00000 19448.00| 20.00000 17680.00| AGGREGATE FOR UNDERDRAINS | | | 0216 718-99153 6747.000 SYS | 2.00000 13494.00| 1.00000 6747.00| GEOTEXTILES FOR UNDERDRAIN | | | 0217 720-06607 6.000 EACH| 650.00000 3900.00| 1300.00000 7800.00| SLOTTED DRAIN CLEANOUT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0218 720-44000 8.000 EACH| 590.00000 4720.00| 250.00000 2000.00| CASTING, ADJUST TO GRADE | | | 0219 720-45025 1.000 EACH| 1600.00000 1600.00| 3120.73000 3120.73| INLET, D6 | | | 0220 720-45410 3.000 EACH| 2500.00000 7500.00| 1350.00000 4050.00| MANHOLE, C4 | | | 0221 720-94906 3.000 EACH| 1600.00000 4800.00| 1495.00000 4485.00| INLET, X5 | | | 0222 722-51401 2903.000 SFT | 100.00000 290300.00| 49.87000 144772.61| BRIDGE DECK PATCHING, FULL DEPTH | | | 0223 722-51842 36254.400 SYS | 48.00000 1740211.20| 61.71000 2237259.02| BRIDGE DECK OVERLAY | | | 0224 722-51846 268.900 CYS | 330.00000 88737.00| 330.00000 88737.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0225 722-51852 14432.000 SFT | 37.00000 533984.00| 15.02000 216768.64| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0226 722-60824 29161.200 SYS | 2.03000 59197.24| 0.83000 24203.80| SURFACE MILLING | | | 0227 724-02343 747.000 LFT | 29.00000 21663.00| 28.21000 21072.87| EXPANSION JOINT, SILICONE | | | 0228 728-98377 LUMP| 7470.00000 7470.00| 6319.82000 6319.82| MASONRY COATING , STR. NO. 3 | | | 0229 728-98377 LUMP| 4230.00000 4230.00| 7899.77000 7899.77| MASONRY COATING , STR. NO. 1 | | | 0230 728-98377 LUMP| 2430.00000 2430.00| 1692.81000 1692.81| MASONRY COATING , STR. NO. 10 | | | 0231 728-98377 LUMP| 3420.00000 3420.00| 4232.02000 4232.02| MASONRY COATING , STR. NO. 11 | | | 0232 728-98377 LUMP| 4950.00000 4950.00| 2934.20000 2934.20| MASONRY COATING , STR. NO. 12 | | | 0233 728-98377 LUMP| 7380.00000 7380.00| 8576.89000 8576.89| MASONRY COATING , STR. NO. 13 | | | 0234 728-98377 LUMP| 5400.00000 5400.00| 5981.25000 5981.25| MASONRY COATING , STR. NO. 14 | | | 0235 728-98377 LUMP| 3330.00000 3330.00| 4006.31000 4006.31| MASONRY COATING , STR. NO. 15 | | | 0236 728-98377 LUMP| 5130.00000 5130.00| 5416.99000 5416.99| MASONRY COATING , STR. NO. 16 | | | 0237 728-98377 LUMP| 5040.00000 5040.00| 2708.49000 2708.49| MASONRY COATING , STR. NO. 17 | | | 0238 728-98377 LUMP| 5400.00000 5400.00| 5981.26000 5981.26| MASONRY COATING , STR. NO. 18 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0239 728-98377 LUMP| 4140.00000 4140.00| 4401.30000 4401.30| MASONRY COATING , STR. NO. 19 | | | 0240 728-98377 LUMP| 3780.00000 3780.00| 10156.85000 10156.85| MASONRY COATING , STR. NO. 2 | | | 0241 728-98377 LUMP| 6120.00000 6120.00| 7109.79000 7109.79| MASONRY COATING , STR. NO. 20 | | | 0242 728-98377 LUMP| 3510.00000 3510.00| 4514.15000 4514.15| MASONRY COATING , STR. NO. 30 | | | 0243 728-98377 LUMP| 12240.00000 12240.00| 9254.02000 9254.02| MASONRY COATING , STR. NO. 31 | | | 0244 728-98377 LUMP| 3060.00000 3060.00| 9028.31000 9028.31| MASONRY COATING , STR. NO. 4 | | | 0245 728-98377 LUMP| 3060.00000 3060.00| 9028.31000 9028.31| MASONRY COATING , STR. NO. 5 | | | 0246 728-98377 LUMP| 1260.00000 1260.00| 1692.81000 1692.81| MASONRY COATING , STR. NO. 6 | | | 0247 728-98377 LUMP| 1890.00000 1890.00| 1354.25000 1354.25| MASONRY COATING , STR. NO. 7 | | | 0248 728-98377 LUMP| 1980.00000 1980.00| 2482.79000 2482.79| MASONRY COATING , STR. NO. 8 | | | 0249 728-98377 LUMP| 2430.00000 2430.00| 2821.35000 2821.35| MASONRY COATING , STR. NO. 9 | | | 0250 801-03290 31.000 EACH| 95.00000 2945.00| 95.00000 2945.00| CONSTRUCTION SIGN, C | | | 0251 801-06198 160.000 DAY | 300.00000 48000.00| 300.00000 48000.00| PATROLLER | | | 0252 801-06201 883.000 SYS | 125.00000 110375.00| 94.98000 83867.34| TEMPORARY PANEL SIGNS | | | 0255 801-06640 172.000 EACH| 80.00000 13760.00| 70.00000 12040.00| CONSTRUCTION SIGN, A | | | 0256 801-06710 935.000 DAY | 12.00000 11220.00| 15.00000 14025.00| FLASHING ARROW SIGN | | | 0257 801-06775 LUMP| 346778.36000 346778.36| 400000.00000 400000.00| MAINTAINING TRAFFIC | | | 0258 801-06808 9568.000 HRS | 32.50000 310960.00| 38.00000 363584.00| TRUCK, TOW | | | 0259 802-01946 3099.000 LFT | 9.57000 29657.43| 9.12000 28262.88| SIGN POST, WOOD, 6 IN. X 8 IN. | | | 0260 802-02293 0.810 CYS | 611.81000 495.57| 582.97000 472.21| CONCRETE, SIGN FOUNDATION | | | 0261 802-05704 60.000 LFT | 16.22000 973.20| 15.46000 927.60| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0262 802-07060 6.000 EACH| 204.58000 1227.48| 194.93000 1169.58| SIGN, SHEET, RELOCATE | | | 0263 802-07101 1.000 EACH| 12316.35000 12316.35| 11735.39000 11735.39| SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0264 802-07102 1.000 EACH| 7788.67000 7788.67| 7421.28000 7421.28| SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0265 802-07158 1.000 EACH| 4176.36000 4176.36| 3979.36000 3979.36| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0266 802-07278 1.000 EACH| 2844.81000 2844.81| 2710.62000 2710.62| BOX TRUSS SIGN FOUNDATION, V-D | | | 0267 802-76015 950.000 SFT | 14.08000 13376.00| 13.41000 12739.50| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0268 802-76025 36.000 SFT | 12.89000 464.04| 12.28000 442.08| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0269 802-76035 18.000 SFT | 13.95000 251.10| 13.29000 239.22| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0270 802-76110 1.000 EACH| 20220.62000 20220.62| 19266.82000 19266.82| SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0271 802-76205 172.000 EACH| 128.89000 22169.08| 122.81000 21123.32| SIGN MODIFICATION (OVERHEAD) | | | 0272 803-76140 1.000 EACH| 12776.35000 12776.35| 12173.69000 12173.69| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0273 805-01836 405.000 LFT | 1.37000 554.85| 1.31000 530.55| SIGNAL CABLE DETECTOR, 2C 16GA., | | | SHIELDED, LEAD IN | | | 0274 805-01842 2.000 EACH| 837.30000 1674.60| 797.81000 1595.62| HANDHOLE, SIGNAL | | | 0275 805-01844 110.000 LFT | 16.15000 1776.50| 15.38000 1691.80| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0276 805-02262 LUMP| 1183.38000 1183.38| 1127.56000 1127.56| FLASHER INSTALLATION | | | 0277 805-02328 470.000 LFT | 0.10000 47.00| 0.09000 42.30| SIGNAL CABLE, 1C 14GA. | | | 0278 805-04977 8.000 EACH| 9873.05000 78984.40| 9407.34000 75258.72| MICROLOOP , BRIDGE DECK ASSEMBLY | | | 0279 805-04977 1.000 EACH| 5518.61000 5518.61| 5258.30000 5258.30| MICROLOOP , DETECTOR EQUIPMENT, SITE | | | TYPE 3 (9-12 PROBES) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 805-04977 1.000 EACH| 6727.01000 6727.01| 6409.70000 6409.70| MICROLOOP , DETECTOR EQUIPMENT, SITE | | | TYPE 4 (13-16-PROBES) | | | 0281 805-04977 7.000 EACH| 7931.17000 55518.19| 7557.06000 52899.42| MICROLOOP , DETECTOR EQUIPMENT, SITE | | | TYPE 5 (17-20 PROBES) | | | 0282 805-04977 3.000 EACH| 9175.61000 27526.83| 8742.80000 26228.40| MICROLOOP , DETECTOR EQUIPMENT, SITE | | | TYPE 6 (21-24 PROBES) | | | 0283 805-04977 1.000 EACH| 11401.61000 11401.61| 10863.80000 10863.80| MICROLOOP , DETECTOR EQUIPMENT, SITE | | | TYPE 7 (25-28 PROBES) | | | 0284 805-04977 4.000 EACH| 3679.26000 14717.04| 3505.71000 14022.84| MICROLOOP , SPEED DETECTION, 2 LANE | | | 0285 805-04977 5.000 EACH| 7367.00000 36835.00| 7019.50000 35097.50| MICROLOOP , SPEED DETECTION, 4 LANE | | | 0286 805-04977 5.000 EACH| 9195.50000 45977.50| 8761.75000 43808.75| MICROLOOP , SPEED DETECTION, 5 LANE | | | 0287 805-04977 8.000 EACH| 1137.38000 9099.04| 1083.73000 8669.84| MICROLOOP , VEHICLE DETECTION, 1 LANE | | | 0288 805-04977 1.000 EACH| 3064.71000 3064.71| 2920.15000 2920.15| MICROLOOP DETECTOR EQUIPMENT, SITE TYPE | | | 1 (1-4 PROBES) | | | 0289 805-06107 56.000 EACH| 35.00000 1960.00| 25.25000 1414.00| PADLOCK | | | 0290 805-06592 37.000 LFT | 20.00000 740.00| 15.38000 569.06| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0291 805-06592 2574.000 LFT | 16.14000 41544.36| 15.38000 39588.12| CONDUIT, STEEL, GALVANIZED, 2 IN. , PUSH| | | 0292 805-06595 192.500 LFT | 9.80000 1886.50| 9.34000 1797.95| CONDUIT, PVC, 2 IN. , STRAP TO BRIDGE | | | 0293 805-06595 5937.800 LFT | 5.19000 30817.18| 4.94000 29332.73| CONDUIT, PVC, 2 IN. , TRENCH | | | 0294 805-06600 3513.400 LFT | 17.44000 61273.70| 16.62000 58392.71| CONDUIT, PVC, 3 IN. , DIRECTIONAL PUSH | | | 0295 805-07074 14.000 EACH| 18063.25000 252885.50| 17211.21000 240956.94| ITS CONTROLLER CABINET | | | 0296 805-07075 14.000 EACH| 1366.34000 19128.76| 1301.89000 18226.46| ITS CABINET FOUNDATION | | | 0297 805-78010 1.000 EACH| 1410.56000 1410.56| 1344.03000 1344.03| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0298 805-78190 2.000 EACH| 300.00000 600.00| 241.37000 482.74| TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | 0299 805-78485 410.000 LFT | 1.87000 766.70| 1.78000 729.80| SIGNAL CABLE, 5C 14GA. | | | 0300 805-78785 1.000 EACH| 1000.00000 1000.00| 900.57000 900.57| SIGNAL DETECTOR HOUSING | | | 0301 805-78795 155.000 LFT | 7.04000 1091.20| 6.70000 1038.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0302 805-95568 3071.100 LFT | 19.59000 60162.85| 18.66000 57306.73| CONDUIT, PVC, 4 IN. , STRAP TO BRIDGE | | | 0303 807-02191 90.000 EACH| 837.30000 75357.00| 797.80000 71802.00| HANDHOLE, LIGHTING | | | 0304 807-04651 1113.300 LFT | 1.67000 1859.21| 1.60000 1781.28| WIRE , XHHW, NO. 3, COPPER, 1C | | | 0305 807-04651 1491.500 LFT | 2.05000 3057.58| 1.95000 2908.43| WIRE , XHHW, NO. 3, COPPER, 2C | | | 0306 807-04651 574.000 LFT | 2.42000 1389.08| 2.30000 1320.20| WIRE , XHHW, NO. 3, COPPER, 3C | | | 0307 807-04652 14.000 EACH| 2531.70000 35443.80| 2412.28000 33771.92| SERVICE POINT , ATMS | | | 0308 807-04967 28901.000 LFT | 1.21000 34970.21| 1.15000 33236.15| CABLE , HOMERUN | | | 0309 807-05073 13.000 EACH| 500.00000 6500.00| 354.96000 4614.48| JUNCTION BOX , BRIDGE MOUNTED | | | 0310 808-06702 70304.000 LFT | 0.01000 703.04| 0.01000 703.04| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0311 808-06703 32866.000 LFT | 0.27000 8873.82| 0.27000 8873.82| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0312 808-06705 10163.000 LFT | 1.00000 10163.00| 1.00000 10163.00| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0313 808-06716 14645.000 LFT | 0.60000 8787.00| 0.29000 4247.05| LINE, REMOVE | | | 0314 808-75051 33419.000 LFT | 0.80000 26735.20| 0.80000 26735.20| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0315 808-75053 6473.000 LFT | 1.60000 10356.80| 1.60000 10356.80| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 8 IN. | | | 0316 808-75054 33277.000 LFT | 0.80000 26621.60| 0.80000 26621.60| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0317 808-75061 72880.000 LFT | 0.01000 728.80| 0.01000 728.80| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0318 808-75245 31888.000 LFT | 0.27000 8609.76| 0.27000 8609.76| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0319 808-75260 180.000 LFT | 4.00000 720.00| 4.00000 720.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0320 808-75272 3213.000 LFT | 8.00000 25704.00| 8.00000 25704.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0321 808-75320 10.000 EACH| 60.00000 600.00| 60.00000 600.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0322 808-75510 1312.000 LFT | 8.00000 10496.00| 8.00000 10496.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0323 808-75996 1815.000 EACH| 2.00000 3630.00| 2.20000 3993.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0324 808-75998 1815.000 EACH| 24.25000 44013.75| 26.75000 48551.25| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0325 801-06207 97539.000 LFT | 0.84000 81932.76| 0.84000 81932.76| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0326 709-51821 LUMP| 71552.00000 71552.00| 92249.01000 92249.01| SURFACE SEAL | | | 0327 728-98377 LUMP| 8190.00000 8190.00| 15891.98000 15891.98| MASONRY COATING , STR. NO. 28 | | | 0328 728-98377 LUMP| 6210.00000 6210.00| 13867.00000 13867.00| MASONRY COATING , STR. NO. 29 | | | 0329 808-01045 80.000 LFT | 20.00000 1600.00| 15.00000 1200.00| LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0330 808-98796 90.000 LFT | 20.00000 1800.00| 15.00000 1350.00| LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0331 728-98377 LUMP| 4950.00000 4950.00| 13271.42000 13271.42| MASONRY COATING , STR. NO. 26 | | | 0332 805-05905 2.000 EACH| 29986.34000 59972.68| 28571.89000 57143.78| ATR STATION- 4 LANE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/11/03 PAGE : 180 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,856,496.63 (A + B) ROUTE : 65, 70 CALL ORDER : 180 CONTRACT ID : R -26488-A COUNTIES : MARION LETTING DATE : 01/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 99-9990053 | |WALSH CONSTR CO. OF ILL |BERNS/WEDDLE JOINT VENTURE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0333 805-07639 2.000 EACH| 32833.08000 65666.16| 31284.35000 62568.70| ATR STATION- 5 LANE | | | 0334 805-05406 5.000 EACH| 21840.45000 109202.25| 20810.24000 104051.20| DATA COLLECTION SITE - 4 LANE | | | 0335 805-05406 1.000 EACH| 30359.88000 30359.88| 28927.81000 28927.81| DATA COLLECTION SITE - 7 LANE | | | 0336 801-07118 480.000 LFT | 8.00000 3840.00| 6.75000 3240.00| BARRICADE, III-A | | | 0337 801-01851 LUMP| 30000.00000 30000.00| 25705.71000 25705.71| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0338 709-51821 LUMP| 5600.00000 5600.00| 11087.71000 11087.71| SURFACE SEAL , STR. NO. 21 | | | 0339 728-98377 LUMP| 8820.00000 8820.00| 10015.66000 10015.66| MASONRY COATING , STR. NO. 21 | | | 0340 709-51821 LUMP| 5680.00000 5680.00| 8348.04000 8348.04| SURFACE SEAL , STR. NO. 22 | | | 0341 728-98377 LUMP| 9810.00000 9810.00| 9777.43000 9777.43| MASONRY COATING , STR. NO. 22 | | | 0342 728-98377 LUMP| 13860.00000 13860.00| 19108.11000 19108.11| MASONRY COATING , STR. NO. 25 | | | 0343 728-98377 LUMP| 8370.00000 8370.00| 19227.23000 19227.23| MASONRY COATING , STR. NO. 27 | | | 0344 802-76095 281.500 LBS | 6.00000 1689.00| 2.59000 729.09| STRUCTURAL STEEL, BREAKAWAY | | | 0345 804-06770 13.000 EACH| 25.00000 325.00| 15.00000 195.00| DELINEATOR POST | | | 0346 728-98377 LUMP| 150000.00000 150000.00| 140745.71000 140745.71| MASONRY COATING | | | 0347 401-07337 637.000 TON | 70.00000 44590.00| 68.00000 43316.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0348 405-05518 2300.000 SYS | 0.19000 437.00| 1.00000 2300.00| ASPHALT FOR PRIME COAT | | | SECTION TOTALS | A = $ 23,388,419.00| A = $ 25,710,380.34| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | A + B = $ 33,888,419.00| A + B = $ 36,210,380.34| ==================================================================================================================================== ROAD CLOSURE DAYS 85 85 LANE CLOSURE DAYS (NORTH) 50 50 LANE CLOSURE DAYS (SOUTH) 50 50 CONTRACT DAYS 200 200