INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 110 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : STATE ROAD 66 CALL ORDER : 110 CONTRACT ID : R -24745-A COUNTIES : WARRICK LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 250 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 18,092,817.52 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 19,366,000.00 107.0369% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 19,557,049.75 108.0928% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 702,667.33 ROUTE : CALL ORDER : 120 CONTRACT ID : R -25022-A COUNTIES : ST. JOSEPH LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/15/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9971021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 666,275.28 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 786,657.83 118.0679% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 882,851.49 132.5055% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 948,207.68 142.3147% ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1817530 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP| 12225.00000 12225.00| 15000.00000 15000.00| 11340.00000 11340.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1557.00000 14013.00| 2000.00000 18000.00| 1570.00000 14130.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 33687.00000 33687.00| 38000.00000 38000.00| 34910.00000 34910.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 111-04715 417.900 CYS | 34.15000 14271.29| 6.00000 2507.40| 10.00000 4179.00 STOCKPILED MATERIAL, , TOPSOIL, SALVAGED| | | 0005 201-52370 LUMP| 17740.00000 17740.00| 7500.00000 7500.00| 41860.00000 41860.00 CLEARING RIGHT OF WAY | | | 0006 202-01406 1.000 EACH| 1250.00000 1250.00| 500.00000 500.00| 2500.00000 2500.00 SAMPLING AND TESTING ANALYSIS | | | 0007 203-02000 486.200 CYS | 10.45000 5080.79| 10.06000 4891.17| 29.60000 14391.52 EXCAVATION, COMMON | | | 0008 203-02070 2355.300 CYS | 17.95000 42277.64| 14.51000 34175.40| 21.50000 50638.95 BORROW | | | 0009 203-04523 LUMP| 4105.00000 4105.00| 1000.00000 1000.00| 54218.20000 54218.20 DEWATERING , STONE SEAWALL CONSTRUCTION | | | 0010 205-06933 2.000 EACH| 60.00000 120.00| 60.00000 120.00| 60.00000 120.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 1864.000 LFT | 1.40000 2609.60| 1.40000 2609.60| 1.40000 2609.60 TEMPORARY SILT FENCE | | | 0012 206-51215 32.800 CYS | 118.00000 3870.40| 100.00000 3280.00| 61.00000 2000.80 EXCAVATION, X | | | 0013 206-51220 131.700 CYS | 138.80000 18279.96| 50.00000 6585.00| 17.00000 2238.90 EXCAVATION, WET | | | 0014 206-51225 36.300 CYS | 9.60000 348.48| 25.00000 907.50| 13.00000 471.90 EXCAVATION, DRY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 702,667.33 ROUTE : CALL ORDER : 120 CONTRACT ID : R -25022-A COUNTIES : ST. JOSEPH LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1817530 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 206-51230 65.000 CYS | 17.20000 1118.00| 25.00000 1625.00| 13.00000 845.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 210-04181 1.000 EACH| 525.00000 525.00| 1000.00000 1000.00| 693.00000 693.00 BICYCLE RACK | | | 0017 210-06192 44.100 LFT | 185.00000 8158.50| 175.00000 7717.50| 388.00000 17110.80 WALL , DECORATIVE | | | 0018 211-06467 60.000 CYS | 42.60000 2556.00| 45.00000 2700.00| 37.00000 2220.00 AGGREGATE FOR END BENT BACKFILL | | | 0019 211-07454 34.100 CYS | 47.25000 1611.23| 40.00000 1364.00| 37.00000 1261.70 STRUCTURE BACKFILL | | | 0020 301-07448 471.000 TON | 28.35000 13352.85| 28.00000 13188.00| 22.00000 10362.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 303-06959 60.000 TON | 27.20000 1632.00| 60.00000 3600.00| 26.00000 1560.00 AGGREGATE , COARSE | | | 0022 303-07662 8.300 TON | 1234.00000 10242.20| 500.00000 4150.00| 775.00000 6432.50 STONE , SEAWALL CONSTRUCTION | | | 0023 303-94433 134.000 CYS | 32.66000 4376.44| 30.00000 4020.00| 44.00000 5896.00 AGGREGATE, 12 | | | 0024 402-07432 4.000 TON | 300.00000 1200.00| 75.00000 300.00| 250.00000 1000.00 HMA TYPE A, SURFACE | | | 0025 402-07435 8.000 TON | 230.00000 1840.00| 75.00000 600.00| 180.00000 1440.00 HMA TYPE A, INTERMEDIATE | | | 0026 604-03643 231.900 SYS | 75.05000 17404.10| 69.00000 16001.10| 68.00000 15769.20 BRICK PAVERS | | | 0027 604-06070 56.600 SYS | 40.75000 2306.45| 40.00000 2264.00| 75.00000 4245.00 SIDEWALK, CONCRETE , 8 IN. | | | 0028 604-91531 1514.900 SYS | 29.38000 44507.76| 30.00000 45447.00| 36.00000 54536.40 SIDEWALK, CONCRETE, 4 IN. | | | 0029 605-06125 582.700 LFT | 19.10000 11129.57| 25.00000 14567.50| 32.00000 18646.40 CURB, CONCRETE, MODIFIED | | | 0030 611-03671 3.000 EACH| 1144.00000 3432.00| 1090.00000 3270.00| 1496.00000 4488.00 TRASH RECEPTACLE | | | 0031 616-02320 629.900 SYS | 3.77000 2374.72| 3.00000 1889.70| 3.00000 1889.70 GEOTEXTILES | | | 0032 616-05688 107.300 TON | 42.40000 4549.52| 36.00000 3862.80| 38.00000 4077.40 RIPRAP, CLASS 1 | | | 0033 616-06811 30.000 CYS | 177.70000 5331.00| 170.00000 5100.00| 241.20000 7236.00 RIPRAP , GROUTED FIELDSTONE | | | 0034 616-07656 200.000 TON | 36.10000 7220.00| 50.00000 10000.00| 31.20000 6240.00 RIPRAP , FIELDSTONE | | | 0035 621-06559 2805.700 SYS | 0.36000 1010.05| 0.36000 1010.05| 0.36000 1010.05 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 702,667.33 ROUTE : CALL ORDER : 120 CONTRACT ID : R -25022-A COUNTIES : ST. JOSEPH LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1817530 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06570 672.700 CYS | 15.10000 10157.77| 14.00000 9417.80| 35.00000 23544.50 TOP SOIL | | | 0037 621-06574 922.300 SYS | 3.94000 3633.86| 3.94000 3633.86| 3.94000 3633.86 SODDING | | | 0038 621-07657 350.300 SYS | 2.72000 952.82| 2.72000 952.82| 2.72000 952.82 FIBER MAT, COCONUT | | | 0039 621-98038 32.900 CYS | 58.00000 1908.20| 58.00000 1908.20| 58.00000 1908.20 MULCH, HARDWOOD SHREDDED BARK | | | 0040 622-05639 12.000 EACH| 79.50000 954.00| 79.50000 954.00| 79.50000 954.00 PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0041 622-05640 39.000 EACH| 30.25000 1179.75| 30.25000 1179.75| 30.25000 1179.75 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0042 622-05649 2.000 EACH| 252.00000 504.00| 252.00000 504.00| 252.00000 504.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0043 622-05651 9.000 EACH| 445.00000 4005.00| 445.00000 4005.00| 445.00000 4005.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0044 622-05654 114.000 EACH| 11.00000 1254.00| 11.00000 1254.00| 11.00000 1254.00 PLANT, PERENNIAL | | | 0045 701-01849 285.000 LFT | 36.50000 10402.50| 60.00000 17100.00| 73.00000 20805.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.312 IN., 14 IN. | | | 0046 702-51005 43.400 CYS | 600.00000 26040.00| 600.00000 26040.00| 780.00000 33852.00 CONCRETE, A, SUBSTRUCTURE | | | 0047 703-51030 4515.000 LBS | 0.95000 4289.25| 0.70000 3160.50| 0.60000 2709.00 REINFORCING STEEL | | | 0048 711-05101 99.600 LFT | 5.65000 562.74| 5.65000 562.74| 5.65000 562.74 EDGING , STEEL | | | 0049 712-03017 6.000 EACH| 1282.00000 7692.00| 770.00000 4620.00| 2043.00000 12258.00 PARK BENCH | | | 0050 712-07204 1.000 EACH| 107645.00000 107645.00| 196639.34000 196639.34| 158920.00000 158920.00 PREFABRICATED BRIDGE, STR. NO. 1 | | | 0051 712-07204 1.000 EACH| 74276.06000 74276.06| 139344.30000 139344.30| 120940.00000 120940.00 PREFABRICATED BRIDGE, STR. NO. 2 | | | 0052 714-44240 48.000 CYS | 600.00000 28800.00| 600.00000 28800.00| 680.00000 32640.00 CONCRETE, A, STRUCTURES | | | 0053 715-04612 78.700 LFT | 6.40000 503.68| 4.00000 314.80| 18.00000 1416.60 PIPE , PVC, PERFORATED, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 120 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 702,667.33 ROUTE : CALL ORDER : 120 CONTRACT ID : R -25022-A COUNTIES : ST. JOSEPH LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-0918397 |(3) 35-1817530 |NORTHERN INDIANA CONSTRUCTIO|RIETH RILEY CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05168 89.000 LFT | 37.90000 3373.10| 34.00000 3026.00| 39.00000 3471.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0055 715-05407 206.000 LFT | 4.95000 1019.70| 7.00000 1442.00| 15.00000 3090.00 PIPE, END BENT DRAIN, 6 IN. | | | 0056 715-05998 53.000 LFT | 24.60000 1303.80| 25.00000 1325.00| 20.00000 1060.00 PIPE, TYPE 3, CIRCULAR, 8 IN. | | | 0057 715-91361 8.000 LFT | 8.50000 68.00| 9.00000 72.00| 40.00000 320.00 PIPE, PVC, 6 IN. | | | 0058 720-04666 1.000 EACH| 1085.00000 1085.00| 900.00000 900.00| 1096.00000 1096.00 CATCH BASIN , E8 | | | 0059 720-04682 1.000 EACH| 616.00000 616.00| 1500.00000 1500.00| 548.00000 548.00 INLET , YARD | | | 0060 805-06595 1765.000 LFT | 2.70000 4765.50| 6.10000 10766.50| 0.10000 176.50 CONDUIT, PVC, 2 IN. | | | 0061 805-95568 100.000 LFT | 7.50000 750.00| 7.30000 730.00| 7.30000 730.00 CONDUIT, PVC, 4 IN. | | | 0062 807-02193 22.000 EACH| 550.00000 12100.00| 400.00000 8800.00| 400.00000 8800.00 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0063 807-02194 1.000 EACH| 2200.00000 2200.00| 2850.00000 2850.00| 2850.00000 2850.00 SERVICE POINT, II, MODIFIED | | | 0064 807-04651 1945.000 LFT | 4.40000 8558.00| 2.50000 4862.50| 2.50000 4862.50 WIRE , 3, NO. 2 GND, 1, NO. 6 GND | | | 0065 807-04654 22.000 EACH| 1360.00000 29920.00| 1420.00000 31240.00| 1420.00000 31240.00 LIGHT POLE | | | SECTION TOTALS | $ 666,275.28| $ 786,657.83| $ 882,851.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 666,275.28| $ 786,657.83| $ 882,851.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 120 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 702,667.33 ROUTE : CALL ORDER : 120 CONTRACT ID : R -25022-A COUNTIES : ST. JOSEPH LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP| 19965.95000 19965.95| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2553.96000 22985.64| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 51118.10000 51118.10| | MOBILIZATION AND DEMOBILIZATION | | | 0004 111-04715 417.900 CYS | 6.03000 2519.94| | STOCKPILED MATERIAL, , TOPSOIL, SALVAGED| | | 0005 201-52370 LUMP| 8333.52000 8333.52| | CLEARING RIGHT OF WAY | | | 0006 202-01406 1.000 EACH| 200.00000 200.00| | SAMPLING AND TESTING ANALYSIS | | | 0007 203-02000 486.200 CYS | 15.36000 7468.03| | EXCAVATION, COMMON | | | 0008 203-02070 2355.300 CYS | 23.36000 55019.81| | BORROW | | | 0009 203-04523 LUMP| 45749.74000 45749.74| | DEWATERING , STONE SEAWALL CONSTRUCTION | | | 0010 205-06933 2.000 EACH| 60.00000 120.00| | TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 1864.000 LFT | 1.40000 2609.60| | TEMPORARY SILT FENCE | | | 0012 206-51215 32.800 CYS | 20.28000 665.18| | EXCAVATION, X | | | 0013 206-51220 131.700 CYS | 30.37000 3999.73| | EXCAVATION, WET | | | 0014 206-51225 36.300 CYS | 26.76000 971.39| | EXCAVATION, DRY | | | 0015 206-51230 65.000 CYS | 14.28000 928.20| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 210-04181 1.000 EACH| 557.35000 557.35| | BICYCLE RACK | | | 0017 210-06192 44.100 LFT | 310.61000 13697.90| | WALL , DECORATIVE | | | 0018 211-06467 60.000 CYS | 44.81000 2688.60| | AGGREGATE FOR END BENT BACKFILL | | | 0019 211-07454 34.100 CYS | 23.59000 804.42| | STRUCTURE BACKFILL | | | 0020 301-07448 471.000 TON | 37.49000 17657.79| | COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 120 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 702,667.33 ROUTE : CALL ORDER : 120 CONTRACT ID : R -25022-A COUNTIES : ST. JOSEPH LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 303-06959 60.000 TON | 21.51000 1290.60| | AGGREGATE , COARSE | | | 0022 303-07662 8.300 TON | 1096.11000 9097.71| | STONE , SEAWALL CONSTRUCTION | | | 0023 303-94433 134.000 CYS | 42.79000 5733.86| | AGGREGATE, 12 | | | 0024 402-07432 4.000 TON | 250.00000 1000.00| | HMA TYPE A, SURFACE | | | 0025 402-07435 8.000 TON | 180.00000 1440.00| | HMA TYPE A, INTERMEDIATE | | | 0026 604-03643 231.900 SYS | 163.18000 37841.44| | BRICK PAVERS | | | 0027 604-06070 56.600 SYS | 37.73000 2135.52| | SIDEWALK, CONCRETE , 8 IN. | | | 0028 604-91531 1514.900 SYS | 25.38000 38448.16| | SIDEWALK, CONCRETE, 4 IN. | | | 0029 605-06125 582.700 LFT | 34.76000 20254.65| | CURB, CONCRETE, MODIFIED | | | 0030 611-03671 3.000 EACH| 1890.77000 5672.31| | TRASH RECEPTACLE | | | 0031 616-02320 629.900 SYS | 2.56000 1612.54| | GEOTEXTILES | | | 0032 616-05688 107.300 TON | 66.42000 7126.87| | RIPRAP, CLASS 1 | | | 0033 616-06811 30.000 CYS | 156.24000 4687.20| | RIPRAP , GROUTED FIELDSTONE | | | 0034 616-07656 200.000 TON | 81.67000 16334.00| | RIPRAP , FIELDSTONE | | | 0035 621-06559 2805.700 SYS | 0.36000 1010.05| | MULCHED SEEDING, R | | | 0036 621-06570 672.700 CYS | 16.23000 10917.92| | TOP SOIL | | | 0037 621-06574 922.300 SYS | 3.94000 3633.86| | SODDING | | | 0038 621-07657 350.300 SYS | 2.72000 952.82| | FIBER MAT, COCONUT | | | 0039 621-98038 32.900 CYS | 58.00000 1908.20| | MULCH, HARDWOOD SHREDDED BARK | | | 0040 622-05639 12.000 EACH| 79.50000 954.00| | PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 120 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 702,667.33 ROUTE : CALL ORDER : 120 CONTRACT ID : R -25022-A COUNTIES : ST. JOSEPH LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 622-05640 39.000 EACH| 30.25000 1179.75| | PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0042 622-05649 2.000 EACH| 252.00000 504.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0043 622-05651 9.000 EACH| 445.00000 4005.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0044 622-05654 114.000 EACH| 11.00000 1254.00| | PLANT, PERENNIAL | | | 0045 701-01849 285.000 LFT | 65.61000 18698.85| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.312 IN., 14 IN. | | | 0046 702-51005 43.400 CYS | 1190.36000 51661.62| | CONCRETE, A, SUBSTRUCTURE | | | 0047 703-51030 4515.000 LBS | 0.76000 3431.40| | REINFORCING STEEL | | | 0048 711-05101 99.600 LFT | 5.65000 562.74| | EDGING , STEEL | | | 0049 712-03017 6.000 EACH| 1436.83000 8620.98| | PARK BENCH | | | 0050 712-07204 1.000 EACH| 146720.95000 146720.95| | PREFABRICATED BRIDGE, STR. NO. 1 | | | 0051 712-07204 1.000 EACH| 94409.00000 94409.00| | PREFABRICATED BRIDGE, STR. NO. 2 | | | 0052 714-44240 48.000 CYS | 2467.19000 118425.12| | CONCRETE, A, STRUCTURES | | | 0053 715-04612 78.700 LFT | 9.64000 758.67| | PIPE , PVC, PERFORATED, 6 IN. | | | 0054 715-05168 89.000 LFT | 28.87000 2569.43| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0055 715-05407 206.000 LFT | 12.67000 2610.02| | PIPE, END BENT DRAIN, 6 IN. | | | 0056 715-05998 53.000 LFT | 21.64000 1146.92| | PIPE, TYPE 3, CIRCULAR, 8 IN. | | | 0057 715-91361 8.000 LFT | 7.22000 57.76| | PIPE, PVC, 6 IN. | | | 0058 720-04666 1.000 EACH| 1522.35000 1522.35| | CATCH BASIN , E8 | | | 0059 720-04682 1.000 EACH| 707.52000 707.52| | INLET , YARD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 120 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 702,667.33 ROUTE : CALL ORDER : 120 CONTRACT ID : R -25022-A COUNTIES : ST. JOSEPH LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 | | |KANKAKEE VALLEY CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 805-06595 1765.000 LFT | 6.10000 10766.50| | CONDUIT, PVC, 2 IN. | | | 0061 805-95568 100.000 LFT | 7.30000 730.00| | CONDUIT, PVC, 4 IN. | | | 0062 807-02193 22.000 EACH| 400.00000 8800.00| | LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0063 807-02194 1.000 EACH| 2850.00000 2850.00| | SERVICE POINT, II, MODIFIED | | | 0064 807-04651 1945.000 LFT | 2.50000 4862.50| | WIRE , 3, NO. 2 GND, 1, NO. 6 GND | | | 0065 807-04654 22.000 EACH| 1420.00000 31240.00| | LIGHT POLE | | | SECTION TOTALS | $ 948,207.68| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 948,207.68| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,072,794.85 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25542-A COUNTIES : VIGO LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9984052 2911005 2911005 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 37-1352855 SIERRA BRAVO, INC. $ 12,188,424.18 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 16,586,444.17 136.0835% 3 35-1698047 GRADEX, INC. $ 16,974,919.48 139.2708% ==================================================================================================================================== |(1) 37-1352855 |(2) 35-1875662 |(3) 35-1698047 |SIERRA BRAVO, INC. |CRIDER & CRIDER, INC. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION, NEW BRIDGE CONSTRUCTION, GRADING, TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06845 LUMP| 152766.00000 152766.00| 140000.00000 140000.00| 120000.00000 120000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 22.000 MOS | 1263.37000 27794.14| 1800.00000 39600.00| 2000.00000 44000.00 FIELD OFFICE, C | | | 0003 108-01614 LUMP| 7500.00000 7500.00| 14000.00000 14000.00| 15000.00000 15000.00 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 607188.00000 607188.00| 820000.00000 820000.00| 848700.00000 848700.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 121436.28000 121436.28| 165000.00000 165000.00| 169700.00000 169700.00 CLEARING RIGHT OF WAY | | | 0006 202-60820 8360.000 m2 | 1.76000 14713.60| 3.00000 25080.00| 1.80000 15048.00 SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 1510.30000 1510.30| 1500.00000 1500.00| 1600.00000 1600.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 104763.000 m3 | 4.03000 422194.89| 5.30000 555243.90| 3.65000 382384.95 EXCAVATION, COMMON | | | 0009 203-02070 1135501.000 m3 | 3.82000 4337613.82| 8.00000 9084008.00| 8.14000 9242978.14 BORROW | | | 0010 203-07608 50000.000 m3 | 3.04000 152000.00| 3.50000 175000.00| 2.78000 139000.00 HVFA (IN PLACE) | | | 0011 203-07609 2400.000 m3 | 5.80000 13920.00| 5.00000 12000.00| 8.80000 21120.00 ENCASEMENT MATERIAL | | | 0012 204-02290 26.000 EACH| 1894.23000 49249.98| 2000.00000 52000.00| 1100.00000 28600.00 SETTLEMENT PLATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,072,794.85 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25542-A COUNTIES : VIGO LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-1352855 |(2) 35-1875662 |(3) 35-1698047 |SIERRA BRAVO, INC. |CRIDER & CRIDER, INC. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 204-02295 4.000 EACH| 3150.00000 12600.00| 2750.00000 11000.00| 4200.00000 16800.00 PIEZOMETER | | | 0014 205-06930 46.000 Mg | 147.48000 6784.08| 33.00000 1518.00| 32.00000 1472.00 SPLASHPAD, RIPRAP | | | 0015 205-06931 755.000 Mg | 40.21000 30358.55| 23.00000 17365.00| 22.00000 16610.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 18.000 EACH| 83.09000 1495.62| 65.00000 1170.00| 62.50000 1125.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06936 220.000 Mg | 25.50000 5610.00| 31.00000 6820.00| 23.00000 5060.00 TEMPORARY SEDIMENT TRAP | | | 0018 205-06937 388.000 m | 7.44000 2886.72| 5.00000 1940.00| 4.66000 1808.08 TEMPORARY SILT FENCE | | | 0019 205-06938 1590.000 m | 27.14000 43152.60| 34.00000 54060.00| 30.00000 47700.00 TEMPORARY SLOPE DRAIN | | | 0020 207-07498 18300.000 m2 | 3.67000 67161.00| 4.00000 73200.00| 4.22000 77226.00 SUBGRADE TREATMENT, TYPE A | | | 0021 211-02050 15597.000 m3 | 15.22000 237386.34| 16.00000 249552.00| 11.80000 184044.60 B BORROW | | | 0022 211-07454 32902.000 m3 | 19.10000 628428.20| 20.00000 658040.00| 12.50000 411275.00 STRUCTURE BACKFILL | | | 0023 213-52830 153.500 m3 | 103.44000 15878.04| 85.00000 13047.50| 133.00000 20415.50 FLOWABLE MORTAR | | | 0024 214-07203 5485.000 m2 | 8.12000 44538.20| 8.00000 43880.00| 5.30000 29070.50 GEOGRID, II | | | 0025 303-01180 5300.000 Mg | 20.82000 110346.00| 22.00000 116600.00| 13.00000 68900.00 COMPACTED AGGREGATE, NO. 53 | | | 0026 401-07334 3000.000 Mg | 74.97000 224910.00| 78.00000 234000.00| 77.00000 231000.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0027 401-07403 3350.000 Mg | 58.23000 195070.50| 60.00000 201000.00| 59.80000 200330.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0028 401-07408 11560.000 Mg | 46.69000 539736.40| 50.00000 578000.00| 47.98000 554648.80 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0029 401-07430 1820.000 Mg | 45.78000 83319.60| 49.00000 89180.00| 47.00000 85540.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0030 402-07432 150.000 Mg | 99.03000 14854.50| 100.00000 15000.00| 102.00000 15300.00 HMA TYPE A, SURFACE | | | 0031 402-07440 190.000 Mg | 59.02000 11213.80| 60.00000 11400.00| 61.00000 11590.00 HMA TYPE A, BASE | | | 0032 405-05517 9.000 Mg | 586.06000 5274.54| 600.00000 5400.00| 600.00000 5400.00 ASPHALT FOR PRIME COAT | | | 0033 406-05520 25.000 Mg | 251.19000 6279.75| 270.00000 6750.00| 255.00000 6375.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,072,794.85 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25542-A COUNTIES : VIGO LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-1352855 |(2) 35-1875662 |(3) 35-1698047 |SIERRA BRAVO, INC. |CRIDER & CRIDER, INC. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 602-06729 28.000 EACH| 9.17000 256.76| 10.00000 280.00| 10.40000 291.20 BARRIER DELINEATOR | | | 0035 603-06040 2833.000 m | 13.24000 37508.92| 13.50000 38245.50| 13.62000 38585.46 FENCE, FARM FIELD, 1190 mm | | | 0036 603-06045 746.000 m | 25.31000 18881.26| 26.00000 19396.00| 26.73000 19940.58 FENCE, CHAIN LINK, 1220 mm | | | 0037 610-07486 350.000 Mg | 80.68000 28238.00| 83.00000 29050.00| 83.00000 29050.00 HMA FOR APPROACHES, TYPE A | | | 0038 615-06490 18.000 EACH| 112.05000 2016.90| 115.00000 2070.00| 135.00000 2430.00 RIGHT OF WAY MARKER | | | 0039 615-06505 10.000 EACH| 463.46000 4634.60| 475.00000 4750.00| 458.00000 4580.00 MONUMENT, B | | | 0040 615-06510 7.000 EACH| 432.91000 3030.37| 450.00000 3150.00| 354.00000 2478.00 MONUMENT, C | | | 0041 616-02320 3400.000 m2 | 2.29000 7786.00| 2.50000 8500.00| 1.16000 3944.00 GEOTEXTILES | | | 0042 616-05688 190.000 Mg | 20.96000 3982.40| 24.00000 4560.00| 31.00000 5890.00 RIPRAP, CLASS 1 | | | 0043 616-05689 363.000 Mg | 26.76000 9713.88| 23.50000 8530.50| 29.00000 10527.00 RIPRAP, CLASS 2 | | | 0044 616-06400 2392.000 m2 | 31.17000 74558.64| 18.00000 43056.00| 14.30000 34205.60 RIPRAP, DUMPED | | | 0045 616-06405 1038.000 Mg | 68.99000 71611.62| 20.00000 20760.00| 22.60000 23458.80 RIPRAP, REVETMENT | | | 0046 616-06451 778.000 Mg | 16.90000 13148.20| 20.00000 15560.00| 25.00000 19450.00 RIPRAP, UNIFORM | | | 0047 621-01004 6.000 EACH| 865.81000 5194.86| 800.00000 4800.00| 800.00000 4800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06545 34.300 Mg | 259.74000 8909.08| 115.00000 3944.50| 114.40000 3923.92 FERTILIZER | | | 0049 621-06553 3945.000 kg | 10.95000 43197.75| 7.50000 29587.50| 7.54000 29745.30 SEED MIXTURE, R | | | 0050 621-06555 340.000 kg | 20.37000 6925.80| 18.00000 6120.00| 17.97000 6109.80 SEED MIXTURE, P | | | 0051 621-06557 2335.000 kg | 4.94000 11534.90| 3.50000 8172.50| 3.49000 8149.15 SEED MIXTURE, T | | | 0052 621-06565 160.000 Mg | 244.46000 39113.60| 410.00000 65600.00| 405.60000 64896.00 MULCHING MATERIAL | | | 0053 621-06567 390.000 kL | 0.51000 198.90| 1.00000 390.00| 0.57000 222.30 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,072,794.85 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25542-A COUNTIES : VIGO LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-1352855 |(2) 35-1875662 |(3) 35-1698047 |SIERRA BRAVO, INC. |CRIDER & CRIDER, INC. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 621-06574 21620.000 m2 | 3.41000 73724.20| 3.30000 71346.00| 3.27000 70697.40 SODDING | | | 0055 701-06011 8.000 EACH| 507.30000 4058.40| 525.00000 4200.00| 4000.00000 32000.00 DYNAMIC PILE LOAD TEST | | | 0056 701-06012 8.000 EACH| 253.65000 2029.20| 265.00000 2120.00| 1500.00000 12000.00 TEST PILE, RESTRIKE | | | 0057 701-06027 8.000 EACH| 1217.52000 9740.16| 1250.00000 10000.00| 1500.00000 12000.00 TEST PILE | | | 0058 701-51195 620.000 m | 81.17000 50325.40| 85.00000 52700.00| 140.00000 86800.00 PILE, STEEL H, HP 310 X 79 | | | 0059 701-91792 40.000 EACH| 202.92000 8116.80| 210.00000 8400.00| 182.00000 7280.00 PILE TIP, STEEL H | | | 0060 701-92043 30.000 m | 913.14000 27394.20| 1000.00000 30000.00| 780.00000 23400.00 CORED HOLE IN ROCK, 457 mm | | | 0061 701-95780 440.000 m | 91.31000 40176.40| 100.00000 44000.00| 140.00000 61600.00 PILE, STEEL H, HP 310 X 110 | | | 0062 702-51863 91.000 EACH| 17.14000 1559.74| 16.00000 1456.00| 7.80000 709.80 FIELD DRILLED HOLE IN CONCRETE | | | 0063 702-92857 312.000 m3 | 456.57000 142449.84| 475.00000 148200.00| 291.00000 90792.00 CONCRETE, C, SUBSTRUCTURE | | | 0064 702-93722 15.520 m3 | 1143.90000 17753.33| 700.00000 10864.00| 415.00000 6440.80 CONCRETE, C | | | 0065 702-94656 5.000 m3 | 507.30000 2536.50| 525.00000 2625.00| 312.00000 1560.00 CONCRETE, B | | | 0066 703-03622 224.000 EACH| 12.18000 2728.32| 13.00000 2912.00| 12.00000 2688.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0067 703-06028 1068.000 kg | 1.66000 1772.88| 1.75000 1869.00| 1.50000 1602.00 REINFORCING BARS | | | 0068 703-06029 75628.000 kg | 1.42000 107391.76| 1.50000 113442.00| 1.46000 110416.88 REINFORCING BARS, EPOXY COATED | | | 0069 704-51002 346.000 m3 | 456.57000 157973.22| 475.00000 164350.00| 452.00000 156392.00 CONCRETE, C, SUPERSTRUCTURE | | | 0070 706-51020 54.000 m3 | 405.84000 21915.36| 420.00000 22680.00| 395.00000 21330.00 CONCRETE, C, RAILING | | | 0071 707-05985 269.450 m | 456.57000 123022.79| 475.00000 127988.75| 483.00000 130144.35 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0072 707-05995 265.950 m | 532.67000 141663.59| 550.00000 146272.50| 494.00000 131379.30 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1829 mm X 1524 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,072,794.85 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25542-A COUNTIES : VIGO LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-1352855 |(2) 35-1875662 |(3) 35-1698047 |SIERRA BRAVO, INC. |CRIDER & CRIDER, INC. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 709-51821 LUMP| 5864.39000 5864.39| 7000.00000 7000.00| 6000.00000 6000.00 SURFACE SEAL , STR. NO. 1 | | | 0074 709-51821 LUMP| 4687.45000 4687.45| 5000.00000 5000.00| 4800.00000 4800.00 SURFACE SEAL , STR. NO. 2 | | | 0075 714-01366 28.000 m | 2069.49000 57945.72| 1500.00000 42000.00| 1278.00000 35784.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | 0076 714-01634 160.000 m | 1246.97000 199515.20| 1150.00000 184000.00| 963.00000 154080.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1200 mm | | | 0077 715-02399 4.000 EACH| 1845.96000 7383.84| 2100.00000 8400.00| 1700.00000 6800.00 SAFETY METAL END SECTION, 4:1, 1050 mm | | | 0078 715-02407 8.000 EACH| 2535.67000 20285.36| 2500.00000 20000.00| 2900.00000 23200.00 SAFETY METAL END SECTION, 4:1, 1200 mm | | | 0079 715-02629 2.000 EACH| 666.77000 1333.54| 600.00000 1200.00| 645.00000 1290.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0080 715-03475 1.000 EACH| 491.77000 491.77| 500.00000 500.00| 350.00000 350.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0081 715-03584 2.000 EACH| 591.77000 1183.54| 525.00000 1050.00| 380.00000 760.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0082 715-04611 1.000 EACH| 336.77000 336.77| 320.00000 320.00| 350.00000 350.00 SAFETY METAL END SECTION, 4:1, 300 mm | | | 0083 715-04799 2.000 EACH| 3426.30000 6852.60| 3200.00000 6400.00| 4300.00000 8600.00 SAFETY METAL END SECTION, 4:1, 1500 mm | | | X 950 mm (MIN. AREA 1.2 m2) | | | 0084 715-05019 102.000 m | 186.41000 19013.82| 200.00000 20400.00| 180.00000 18360.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0085 715-05048 2173.000 m | 9.00000 19557.00| 8.00000 17384.00| 9.37000 20361.01 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0086 715-05049 30.000 m | 16.40000 492.00| 63.00000 1890.00| 22.00000 660.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0087 715-05051 30.000 m | 17.90000 537.00| 65.00000 1950.00| 25.00000 750.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0088 715-05053 217.000 m | 30.00000 6510.00| 40.00000 8680.00| 50.50000 10958.50 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0089 715-05118 1.000 m | 341.77000 341.77| 400.00000 400.00| 322.00000 322.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0090 715-05119 631.500 m | 99.33000 62726.90| 75.00000 47362.50| 87.00000 54940.50 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0091 715-05121 35.500 m | 119.51000 4242.61| 115.00000 4082.50| 94.75000 3363.63 PIPE, TYPE 1, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,072,794.85 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25542-A COUNTIES : VIGO LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-1352855 |(2) 35-1875662 |(3) 35-1698047 |SIERRA BRAVO, INC. |CRIDER & CRIDER, INC. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 715-05125 3.000 m | 188.92000 566.76| 240.00000 720.00| 355.00000 1065.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0093 715-05171 54.500 m | 99.56000 5426.02| 85.00000 4632.50| 94.75000 5163.88 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0094 715-05178 35.500 m | 218.10000 7742.55| 225.00000 7987.50| 217.00000 7703.50 PIPE, TYPE 3, CIRCULAR, 1050 mm | | | 0095 715-05203 30.000 m | 9.00000 270.00| 60.00000 1800.00| 22.00000 660.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0096 715-05245 90.000 m | 432.67000 38940.30| 330.00000 29700.00| 424.00000 38160.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0097 715-05249 33.500 m | 668.61000 22398.44| 610.00000 20435.00| 617.00000 20669.50 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.68 | | | m2 | | | 0099 715-07071 3.000 EACH| 1294.62000 3883.86| 1200.00000 3600.00| 1125.00000 3375.00 SAFETY METAL END SECTION, 4:1, 750 mm | | | 0100 715-07103 2.000 EACH| 4451.30000 8902.60| 4100.00000 8200.00| 5025.00000 10050.00 SAFETY METAL END SECTION, 6:1, MIN. | | | AREA 1.20 m2 | | | 0101 715-07668 2.000 EACH| 5060.68000 10121.36| 4600.00000 9200.00| 5555.00000 11110.00 SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 1.68 m2 | | | 0102 715-44240 0.300 m3 | 1129.17000 338.75| 1000.00000 300.00| 1150.00000 345.00 CONCRETE, A, STRUCTURES | | | 0103 715-46005 10.000 EACH| 405.92000 4059.20| 290.00000 2900.00| 275.00000 2750.00 PIPE END SECTION, 375 mm | | | 0104 715-46010 4.000 EACH| 691.77000 2767.08| 300.00000 1200.00| 295.00000 1180.00 PIPE END SECTION, 450 mm | | | 0105 715-46040 6.000 EACH| 1104.28000 6625.68| 700.00000 4200.00| 700.00000 4200.00 PIPE END SECTION, 900 mm | | | 0106 716-07631 26.000 m | 768.28000 19975.28| 650.00000 16900.00| 709.28000 18441.28 PIPE INSTALLATION, TRENCHLESS, 375 mm | | | 0107 716-07634 51.000 m | 960.08000 48964.08| 665.00000 33915.00| 939.12000 47895.12 PIPE INSTALLATION, TRENCHLESS, 750 mm | | | 0108 716-07637 182.000 m | 6051.62000 1101394.84| 1300.00000 236600.00| 6132.88000 1116184.16 PIPE INSTALLATION, TRENCHLESS, 1200 mm | | | 0109 718-06528 17.000 EACH| 966.87000 16436.79| 560.00000 9520.00| 650.00000 11050.00 OUTLET PROTECTOR, 1 | | | 0110 718-06532 1000.000 m | 5.48000 5480.00| 3.00000 3000.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0111 718-52610 422.000 m3 | 40.62000 17141.64| 46.00000 19412.00| 35.00000 14770.00 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,072,794.85 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25542-A COUNTIES : VIGO LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-1352855 |(2) 35-1875662 |(3) 35-1698047 |SIERRA BRAVO, INC. |CRIDER & CRIDER, INC. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 718-99153 3984.000 m2 | 1.60000 6374.40| 1.00000 3984.00| 0.75000 2988.00 GEOTEXTILES FOR UNDERDRAIN | | | 0113 720-45025 2.000 EACH| 1593.54000 3187.08| 3100.00000 6200.00| 5090.00000 10180.00 INLET, D6 | | | 0114 720-45065 11.000 EACH| 2400.24000 26402.64| 2100.00000 23100.00| 2145.00000 23595.00 INLET, N12 | | | 0115 720-95310 1.000 EACH| 2010.31000 2010.31| 4300.00000 4300.00| 2350.00000 2350.00 INLET, P12A, MODIFIED | | | 0116 731-93945 3298.500 m2 | 138.49000 456809.27| 140.00000 461790.00| 130.00000 428805.00 FACE PANELS, CONCRETE | | | 0117 731-93946 3298.500 m2 | 41.09000 135535.37| 42.00000 138537.00| 68.00000 224298.00 WALL ERECTION | | | 0118 731-93947 427.400 m | 60.88000 26020.11| 65.00000 27781.00| 47.00000 20087.80 LEVELING PAD, CONCRETE | | | 0119 732-06623 60.000 EACH| 355.11000 21306.60| 370.00000 22200.00| 750.00000 45000.00 SLEEVE , 460 mm DIA., PVC | | | 0121 801-01093 4.000 EACH| 1809.43000 7237.72| 1900.00000 7600.00| 1820.00000 7280.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0122 801-03290 2.000 EACH| 282.94000 565.88| 250.00000 500.00| 234.00000 468.00 CONSTRUCTION SIGN, C | | | 0123 801-04308 12.000 EACH| 292.94000 3515.28| 285.00000 3420.00| 280.80000 3369.60 ROAD CLOSURE SIGN ASSEMBLY | | | 0124 801-06199 6.000 EACH| 162.98000 977.88| 165.00000 990.00| 166.40000 998.40 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0125 801-06203 2590.000 m | 0.41000 1061.90| 0.50000 1295.00| 0.42000 1087.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0126 801-06204 195.000 m | 1.22000 237.90| 1.25000 243.75| 1.25000 243.75 TEMPORARY PAVEMENT MARKING, 125 mm | | | 0127 801-06207 9560.000 m | 3.39000 32408.40| 3.00000 28680.00| 2.89000 27628.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0128 801-06208 195.000 m | 6.38000 1244.10| 5.50000 1072.50| 5.41000 1054.95 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0129 801-06216 56.000 m | 3.57000 199.92| 3.70000 207.20| 3.64000 203.84 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0130 801-06218 56.000 m | 18.33000 1026.48| 19.00000 1064.00| 18.72000 1048.32 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 130 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,072,794.85 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25542-A COUNTIES : VIGO LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-1352855 |(2) 35-1875662 |(3) 35-1698047 |SIERRA BRAVO, INC. |CRIDER & CRIDER, INC. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 801-06640 62.000 EACH| 208.34000 12917.08| 190.00000 11780.00| 186.16000 11541.92 CONSTRUCTION SIGN, A | | | 0132 801-06645 25.000 EACH| 62.81000 1570.25| 32.00000 800.00| 31.20000 780.00 CONSTRUCTION SIGN, B | | | 0133 801-06710 150.000 DAY | 21.95000 3292.50| 12.00000 1800.00| 11.44000 1716.00 FLASHING ARROW SIGN | | | 0134 801-06775 LUMP| 30120.36000 30120.36| 140000.00000 140000.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0135 801-07118 385.000 m | 28.45000 10953.25| 26.00000 10010.00| 25.48000 9809.80 BARRICADE, III-A | | | 0136 801-07119 225.000 m | 35.03000 7881.75| 29.00000 6525.00| 28.44000 6399.00 BARRICADE, III-B | | | 0137 801-07120 90.000 m | 74.15000 6673.50| 100.00000 9000.00| 66.56000 5990.40 BARRICADE, III, PERMANENT | | | 0138 801-09133 2.000 EACH| 13001.25000 26002.50| 13000.00000 26000.00| 13000.00000 26000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0139 802-04893 8.000 EACH| 159.58000 1276.64| 165.00000 1320.00| 163.28000 1306.24 REFERENCE POST | | | 0140 802-05701 44.740 m | 52.15000 2333.19| 53.00000 2371.22| 53.25000 2382.41 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0141 802-05702 15.200 m | 31.40000 477.28| 32.00000 486.40| 32.24000 490.05 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0142 802-76025 3.710 m2 | 189.18000 701.86| 200.00000 742.00| 193.44000 717.66 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0143 802-76035 6.650 m2 | 209.52000 1393.31| 215.00000 1429.75| 214.24000 1424.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0144 805-01815 2.000 EACH| 1451.27000 2902.54| 1500.00000 3000.00| 1482.00000 2964.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0145 805-01842 7.000 EACH| 512.68000 3588.76| 530.00000 3710.00| 523.12000 3661.84 HANDHOLE, SIGNAL | | | 0146 805-01844 740.000 m | 24.53000 18152.20| 25.00000 18500.00| 25.04000 18529.60 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0147 805-02202 12.000 EACH| 633.19000 7598.28| 650.00000 7800.00| 646.88000 7762.56 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0148 805-78100 1.000 EACH| 8199.58000 8199.58| 8400.00000 8400.00| 8372.00000 8372.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 130 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,072,794.85 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25542-A COUNTIES : VIGO LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-1352855 |(2) 35-1875662 |(3) 35-1698047 |SIERRA BRAVO, INC. |CRIDER & CRIDER, INC. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 805-78205 6.000 EACH| 370.81000 2224.86| 380.00000 2280.00| 378.56000 2271.36 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0150 805-78215 2.000 EACH| 370.81000 741.62| 380.00000 760.00| 378.56000 757.12 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0151 805-78230 2.000 EACH| 570.04000 1140.08| 590.00000 1180.00| 582.40000 1164.80 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0152 805-78415 1.000 EACH| 1924.75000 1924.75| 2000.00000 2000.00| 1965.60000 1965.60 SPAN, CATENARY, AND TETHER | | | 0153 805-78420 2.000 EACH| 167.52000 335.04| 170.00000 340.00| 171.60000 343.20 DISCONNECT HANGER | | | 0154 805-78445 1.000 EACH| 355.82000 355.82| 360.00000 360.00| 364.00000 364.00 SIGNAL SERVICE | | | 0155 805-78467 25.000 m | 3.48000 87.00| 3.50000 87.50| 3.56000 89.00 SIGNAL CABLE, 3C 8GA. | | | 0156 805-78470 3130.000 m | 0.71000 2222.30| 0.75000 2347.50| 0.73000 2284.90 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0157 805-78485 200.000 m | 2.25000 450.00| 2.30000 460.00| 2.30000 460.00 SIGNAL CABLE, 5C 14GA. | | | 0158 805-78490 230.000 m | 2.59000 595.70| 2.70000 621.00| 2.64000 607.20 SIGNAL CABLE, 7C 14GA. | | | 0159 805-78510 1500.000 m | 1.91000 2865.00| 2.00000 3000.00| 1.96000 2940.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0160 805-78795 940.000 m | 15.25000 14335.00| 16.00000 15040.00| 15.60000 14664.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0161 805-78925 1.000 EACH| 711.62000 711.62| 735.00000 735.00| 726.96000 726.96 CONTROLLER CABINET FOUNDATION, P1 | | | 0162 805-81060 2.000 EACH| 2784.48000 5568.96| 2870.00000 5740.00| 2843.36000 5686.72 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0163 805-92504 5.000 EACH| 261.85000 1309.25| 270.00000 1350.00| 267.28000 1336.40 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0164 808-06701 209.000 m | 1.27000 265.43| 1.30000 271.70| 1.30000 271.70 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0165 808-06703 730.000 m | 1.25000 912.50| 1.30000 949.00| 1.28000 934.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0166 808-06705 195.000 m | 2.51000 489.45| 2.60000 507.00| 2.56000 499.20 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 130 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,072,794.85 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25542-A COUNTIES : VIGO LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-1352855 |(2) 35-1875662 |(3) 35-1698047 |SIERRA BRAVO, INC. |CRIDER & CRIDER, INC. |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0167 808-06713 4530.000 m | 0.23000 1041.90| 0.25000 1132.50| 0.24000 1087.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0168 808-06714 4220.000 m | 0.23000 970.60| 0.25000 1055.00| 0.24000 1012.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0169 808-75272 70.000 m | 12.73000 891.10| 13.00000 910.00| 13.00000 910.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0170 808-75297 60.000 m | 12.73000 763.80| 13.00000 780.00| 13.00000 780.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0171 808-75320 16.000 EACH| 47.87000 765.92| 50.00000 800.00| 48.88000 782.08 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0172 808-75325 8.000 EACH| 70.28000 562.24| 75.00000 600.00| 71.76000 574.08 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0173 808-75996 37.000 EACH| 9.54000 352.98| 10.00000 370.00| 28.08000 1038.96 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0174 808-75998 37.000 EACH| 27.50000 1017.50| 28.00000 1036.00| 74.31000 2749.47 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0175 718-06531 10.000 EACH| 848.52000 8485.20| 525.00000 5250.00| 245.00000 2450.00 OUTLET PROTECTOR, 3 | | | 0176 105-06657 22.000 MOS | 100.00000 2200.00| 150.00000 3300.00| 200.00000 4400.00 PHONE, CELLULAR , RADIO | | | SECTION TOTALS | $ 12,188,424.18| $ 16,586,444.17| $ 16,974,919.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,188,424.18| $ 16,586,444.17| $ 16,974,919.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 684,440.00 ROUTE : I-80 CALL ORDER : 140 CONTRACT ID : R -25810-A COUNTIES : LAKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/01/06 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0801159 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1473652 SLUSSER'S GREEN THUMB, INC. $ 388,705.90 100.0000% 2 34-1572955 DEITERING LANDSCAPING, INC. $ 514,818.00 132.4440% ==================================================================================================================================== |(1) 35-1473652 |(2) 34-1572955 | |SLUSSER'S GREEN THUMB, INC. |DEITERING LANDSCAPING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0001 105-06845 LUMP| 46950.00000 46950.00| 30000.00000 30000.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 34000.00000 34000.00| 15000.00000 15000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 621-06567 20000.000 MG | 1.00000 20000.00| 1.00000 20000.00| WATER | | | 0004 621-06570 88.000 CYS | 78.50000 6908.00| 60.00000 5280.00| TOP SOIL | | | 0005 621-52391 22.000 LBS | 30.15000 663.30| 5.00000 110.00| SEED MIXTURE, GRASS NO MOW | | | 0006 621-92968 28.000 LBS | 2230.00000 62440.00| 200.00000 5600.00| SEED MIXTURE, WILD FLOWER , ANNUALS | | | 0007 621-92968 351.000 LBS | 365.60000 128325.60| 790.00000 277290.00| SEED MIXTURE, WILD FLOWER , DP AND DD | | | MIXES | | | 0008 622-02564 LUMP| 3042.00000 3042.00| 5000.00000 5000.00| LANDSCAPING MAINTENANCE TRAINING | | | 0009 622-05626 59.000 EACH| 300.00000 17700.00| 550.00000 32450.00| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 72 TO 96 IN. | | | 0010 622-05640 1467.000 EACH| 30.00000 44010.00| 54.00000 79218.00| PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0011 622-05648 197.000 EACH| 100.00000 19700.00| 210.00000 41370.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | 1.25 IN. OR UNDER | | | 0012 801-06775 LUMP| 3167.00000 3167.00| 2000.00000 2000.00| MAINTAINING TRAFFIC | | | 0013 802-04893 60.000 EACH| 30.00000 1800.00| 25.00000 1500.00| REFERENCE POST 152mm STEEL U CHANNEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 684,440.00 ROUTE : I-80 CALL ORDER : 140 CONTRACT ID : R -25810-A COUNTIES : LAKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1473652 |(2) 34-1572955 | |SLUSSER'S GREEN THUMB, INC. |DEITERING LANDSCAPING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 388,705.90| $ 514,818.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 388,705.90| $ 514,818.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,934,392.61 ROUTE : SR 9 CALL ORDER : 150 CONTRACT ID : R -26033-A COUNTIES : MADISON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/15/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 179000G 179000I 179000J OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 5,352,086.71 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 6,271,600.00 117.1804% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION - STR NO 9-48-8488, PRECAST THREE SIDED | | | 0001 105-06845 LUMP| 100000.00000 100000.00| 100000.00000 100000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2500.00000 30000.00| 3000.00000 36000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 265000.00000 265000.00| 740001.59000 740001.59| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 150000.00000 150000.00| 200000.00000 200000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 5600.000 m2 | 10.00000 56000.00| 25.00000 140000.00| PAVEMENT, REMOVE | | | 0007 202-02271 103.000 EACH| 275.00000 28325.00| 210.00000 21630.00| HEADWALL, REMOVE | | | 0008 202-02278 500.000 m | 28.00000 14000.00| 26.00000 13000.00| CURB, CONCRETE, REMOVE | | | 0009 202-60820 11022.000 m2 | 1.75000 19288.50| 1.70000 18737.40| SURFACE MILLING, ASPHALT | | | 0010 202-60822 35371.000 m2 | 2.25000 79584.75| 1.70000 60130.70| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 202-74035 14.000 EACH| 30.00000 420.00| 26.00000 364.00| SIGN, REMOVE | | | 0012 202-74075 1.000 EACH| 5000.00000 5000.00| 3200.00000 3200.00| OVERHEAD SIGN STRUCTURE, MONOTUBE, | | | REMOVE | | | 0013 202-86946 19.000 EACH| 425.00000 8075.00| 150.00000 2850.00| HANDHOLE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,934,392.61 ROUTE : SR 9 CALL ORDER : 150 CONTRACT ID : R -26033-A COUNTIES : MADISON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-91385 8.000 EACH| 600.00000 4800.00| 580.00000 4640.00| INLET, REMOVE | | | 0015 202-93995 7.000 EACH| 350.00000 2450.00| 580.00000 4060.00| SIGNAL POLE FOUNDATION, REMOVE | | | 0016 202-93999 7.000 EACH| 325.00000 2275.00| 280.00000 1960.00| SIGNAL POLE, REMOVE | | | 0017 202-94810 4.000 EACH| 150.00000 600.00| 170.00000 680.00| CURB TURNOUT, REMOVE | | | 0018 202-96133 670.000 m | 50.00000 33500.00| 50.00000 33500.00| PIPE, REMOVE | | | 0019 203-02000 5600.000 m3 | 40.00000 224000.00| 50.00000 280000.00| EXCAVATION, COMMON | | | 0020 203-02070 13514.000 m3 | 0.10000 1351.40| 0.01000 135.14| BORROW | | | 0021 203-91878 3350.000 m | 27.50000 92125.00| 0.01000 33.50| LINEAR DITCH GRADING | | | 0022 205-02224 2022.000 m | 5.00000 10110.00| 4.20000 8492.40| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0023 205-06932 717.000 m | 25.00000 17925.00| 22.00000 15774.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0024 207-07498 76150.000 m2 | 0.10000 7615.00| 0.01000 761.50| SUBGRADE TREATMENT, TYPE A | | | 0026 211-02060 14900.000 m3 | 1.00000 14900.00| 24.00000 357600.00| B BORROW FOR STRUCTURE BACKFILL | | | 0027 303-52308 8500.000 Mg | 5.00000 42500.00| 20.00000 170000.00| COMPACTED AGGREGATE, O, 53 | | | 0028 401-06264 LUMP| 7500.00000 7500.00| 6600.00000 6600.00| PROFILOGRAPH, HMA | | | 0029 401-07334 6500.000 Mg | 55.00000 357500.00| 55.00000 357500.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0030 401-07403 9058.350 Mg | 50.00000 452917.50| 54.00000 489150.90| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0031 401-07418 9421.950 Mg | 52.50000 494652.38| 44.00000 414565.80| QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0032 402-07432 1716.250 Mg | 55.00000 94393.75| 55.00000 94393.75| HMA TYPE A, SURFACE | | | 0033 402-07435 1821.000 Mg | 44.00000 80124.00| 44.00000 80124.00| HMA TYPE A, INTERMEDIATE | | | 0034 402-07440 1910.547 Mg | 65.00000 124185.56| 44.00000 84064.07| HMA TYPE A, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,934,392.61 ROUTE : SR 9 CALL ORDER : 150 CONTRACT ID : R -26033-A COUNTIES : MADISON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 405-05518 45000.000 m2 | 0.10000 4500.00| 0.50000 22500.00| ASPHALT FOR PRIME COAT | | | 0036 406-05521 90000.000 m2 | 0.10000 9000.00| 0.05000 4500.00| ASPHALT FOR TACK COAT | | | 0037 601-04746 3.000 EACH| 5000.00000 15000.00| 4600.00000 13800.00| ENERGY ABSORBING TERMINAL, CZ | | | 0038 601-06037 2.000 EACH| 750.00000 1500.00| 630.00000 1260.00| GUARDRAIL END TREATMENT, I | | | 0040 601-99105 104.000 m | 52.00000 5408.00| 48.00000 4992.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0041 602-06646 750.000 m | 75.00000 56250.00| 60.00000 45000.00| TEMPORARY CONCRETE BARRIER | | | 0042 603-06065 356.000 m | 50.00000 17800.00| 49.00000 17444.00| FENCE, CHAIN LINK, RESET | | | 0043 605-02493 2000.300 m2 | 70.00000 140021.00| 76.00000 152022.80| CURB ISLAND, CONCRETE | | | 0044 605-06120 3600.000 m | 42.00000 151200.00| 36.00000 129600.00| CURB, CONCRETE | | | 0045 605-94082 3.000 EACH| 600.00000 1800.00| 1200.00000 3600.00| CURB TURNOUT, CONCRETE | | | 0046 611-03392 4.000 EACH| 5000.00000 20000.00| 11000.00000 44000.00| TEMPORARY CROSSOVER, A MODIFIED | | | 0047 611-95023 65.000 EACH| 1.00000 65.00| 130.00000 8450.00| MAILBOX ASSEMBLY, RESET | | | 0048 611-95289 840.000 m2 | 60.00000 50400.00| 55.00000 46200.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 250 mm | | | 0049 615-06490 124.000 EACH| 150.00000 18600.00| 110.00000 13640.00| RIGHT OF WAY MARKER | | | 0050 615-06500 1.000 EACH| 500.00000 500.00| 430.00000 430.00| MONUMENT, A | | | 0051 616-02320 2300.000 m2 | 3.00000 6900.00| 3.40000 7820.00| GEOTEXTILES | | | 0052 616-06405 2550.000 Mg | 40.00000 102000.00| 27.00000 68850.00| RIPRAP, REVETMENT | | | 0053 621-06574 24561.000 m2 | 4.00000 98244.00| 3.20000 78595.20| SODDING | | | 0054 715-02187 40.000 EACH| 200.00000 8000.00| 500.00000 20000.00| WATER VALVE BOX, ADJUST | | | 0055 715-04612 7.000 m | 700.00000 4900.00| 800.00000 5600.00| PIPE , RCHEP, CLASS HE-I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,934,392.61 ROUTE : SR 9 CALL ORDER : 150 CONTRACT ID : R -26033-A COUNTIES : MADISON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 715-26764 1.000 EACH| 4000.00000 4000.00| 5000.00000 5000.00| GRATED BOX END SECTION, II, 10:1, 450 mm| | | 0058 715-41050 1617.500 m | 125.00000 202187.50| 100.00000 161750.00| PIPE, REINFORCED CONCRETE, III, 375 mm | | | 0059 715-41055 6.000 m | 200.00000 1200.00| 340.00000 2040.00| PIPE, REINFORCED CONCRETE, III, 450 mm | | | 0060 715-41085 38.000 m | 300.00000 11400.00| 200.00000 7600.00| PIPE, REINFORCED CONCRETE, III, 900 mm | | | 0062 715-46005 67.000 EACH| 250.00000 16750.00| 250.00000 16750.00| PIPE END SECTION, 375 mm | | | 0063 715-46010 1.000 EACH| 350.00000 350.00| 300.00000 300.00| PIPE END SECTION, 450 mm | | | 0064 715-46040 1.000 EACH| 800.00000 800.00| 820.00000 820.00| PIPE END SECTION, 900 mm | | | 0065 715-90588 8.000 m | 110.00000 880.00| 200.00000 1600.00| PIPE, RELAID, 300 mm | | | 0066 715-96273 LUMP| 2000.00000 2000.00| 7700.00000 7700.00| HEADWALL, RECONSTRUCT | | | 0068 715-97686 61.000 EACH| 4000.00000 244000.00| 5000.00000 305000.00| GRATED BOX END SECTION, II, 10:1, 375 mm| | | 0069 715-97693 1.000 EACH| 10000.00000 10000.00| 12000.00000 12000.00| GRATED BOX END SECTION, II, 10:1, 900 mm| | | 0070 720-44000 46.000 EACH| 425.00000 19550.00| 500.00000 23000.00| CASTING, ADJUST TO GRADE | | | 0071 720-45030 1.000 EACH| 2200.00000 2200.00| 1400.00000 1400.00| INLET, E7 | | | 0072 720-45035 14.000 EACH| 2000.00000 28000.00| 1500.00000 21000.00| INLET, F7 | | | 0073 720-45040 1.000 EACH| 3200.00000 3200.00| 2000.00000 2000.00| INLET, G7 | | | 0074 720-45065 4.000 EACH| 3300.00000 13200.00| 2800.00000 11200.00| INLET, N12 | | | 0075 720-45410 1.000 EACH| 3000.00000 3000.00| 2400.00000 2400.00| MANHOLE, C4 | | | 0076 720-45415 1.000 EACH| 5000.00000 5000.00| 4000.00000 4000.00| MANHOLE, D4 | | | 0077 720-98174 11.000 EACH| 2500.00000 27500.00| 2000.00000 22000.00| INLET, B15 | | | 0078 720-98555 11.000 EACH| 2600.00000 28600.00| 2000.00000 22000.00| INLET, C15 | | | 0079 723-07593 42.000 m | 7300.00000 306600.00| 6300.00000 264600.00| STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 3150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,934,392.61 ROUTE : SR 9 CALL ORDER : 150 CONTRACT ID : R -26033-A COUNTIES : MADISON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 732-04994 12.000 EACH| 175.00000 2100.00| 1100.00000 13200.00| METER , WATER, ADJUST | | | 0081 801-06640 88.000 EACH| 150.00000 13200.00| 115.00000 10120.00| CONSTRUCTION SIGN, A | | | 0082 801-06710 360.000 DAY | 25.00000 9000.00| 14.00000 5040.00| FLASHING ARROW SIGN | | | 0083 801-06775 LUMP| 195000.00000 195000.00| 220000.00000 220000.00| MAINTAINING TRAFFIC | | | 0084 801-07118 255.600 m | 60.00000 15336.00| 50.00000 12780.00| BARRICADE, III-A | | | 0085 801-95997 3000.000 m | 0.60000 1800.00| 0.47000 1410.00| TEMPORARY PAVEMENT MARKING, SOLID, | | | YELLOW, 100 mm | | | 0086 801-96000 3000.000 m | 0.60000 1800.00| 0.47000 1410.00| TEMPORARY PAVEMENT MARKING, SOLID, | | | WHITE, 100 mm | | | 0087 802-05701 340.250 m | 30.00000 10207.50| 26.00000 8846.50| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0088 802-76025 33.264 m2 | 225.00000 7484.40| 200.00000 6652.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0089 802-76035 49.680 m2 | 175.00000 8694.00| 150.00000 7452.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0092 805-01815 7.000 EACH| 2000.00000 14000.00| 1700.00000 11900.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0094 805-01822 10.000 EACH| 375.00000 3750.00| 320.00000 3200.00| SPAN, CATENARY AND TETHER, INSTALL | | | 0095 805-01836 548.545 m | 3.75000 2057.04| 3.20000 1755.34| SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0096 805-01843 19.000 EACH| 275.00000 5225.00| 210.00000 3990.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0097 805-02327 30.000 EACH| 225.00000 6750.00| 180.00000 5400.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0098 805-02437 1.000 EACH| 2500.00000 2500.00| 1600.00000 1600.00| CONTROLLER, RELOCATE AND REWIRE | | | 0099 805-78205 17.000 EACH| 700.00000 11900.00| 420.00000 7140.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 150 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,934,392.61 ROUTE : SR 9 CALL ORDER : 150 CONTRACT ID : R -26033-A COUNTIES : MADISON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 805-78230 13.000 EACH| 1000.00000 13000.00| 680.00000 8840.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0101 805-78485 935.659 m | 4.50000 4210.47| 4.20000 3929.77| SIGNAL CABLE, 5C 14GA. | | | 0102 805-78490 892.282 m | 5.00000 4461.41| 4.60000 4104.50| SIGNAL CABLE, 7C 14GA. | | | 0104 805-81032 7.000 EACH| 5000.00000 35000.00| 3300.00000 23100.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0108 808-06701 6400.000 m | 0.01000 64.00| 0.02000 128.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0109 808-06705 7700.000 m | 0.01000 77.00| 0.02000 154.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0110 808-75245 6300.000 m | 2.25000 14175.00| 2.10000 13230.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0111 808-75297 331.463 m | 15.00000 4971.95| 11.00000 3646.09| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0112 808-75320 58.000 EACH| 75.00000 4350.00| 53.00000 3074.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0113 808-75325 38.000 EACH| 175.00000 6650.00| 140.00000 5320.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0114 808-75340 4.000 EACH| 500.00000 2000.00| 370.00000 1480.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0115 808-75996 265.000 EACH| 12.00000 3180.00| 6.00000 1590.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0116 808-75998 265.000 EACH| 30.00000 7950.00| 23.00000 6095.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0117 203-51223 649.730 m3 | 20.00000 12994.60| 25.00000 16243.25| EXCAVATION, WATERWAY | | | 0118 206-93520 175.000 m2 | 225.00000 39375.00| 210.00000 36750.00| TEMPORARY SHEET PILING | | | 0119 305-05204 7793.000 Mg | 40.00000 311720.00| 55.00000 428615.00| HMA FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 150 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,934,392.61 ROUTE : SR 9 CALL ORDER : 150 CONTRACT ID : R -26033-A COUNTIES : MADISON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 714-06660 65.700 m2 | 900.00000 59130.00| 360.00000 23652.00| WINGWALL | | | 0121 805-78470 4200.000 m | 0.50000 2100.00| 0.37000 1554.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0122 805-78795 2200.000 m | 7.50000 16500.00| 5.80000 12760.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0123 805-94682 45.000 EACH| 200.00000 9000.00| 110.00000 4950.00| LOOP TESTING | | | 0124 714-02930 2.000 EACH| 2000.00000 4000.00| 7700.00000 15400.00| HEADWALL | | | 0125 202-06541 65.000 EACH| 175.00000 11375.00| 65.00000 4225.00| REMOVE MAILBOX | | | 0126 611-06497 65.000 EACH| 175.00000 11375.00| 130.00000 8450.00| MAILBOX ASSEMBLY, SINGLE | | | SECTION TOTALS | $ 5,352,086.71| $ 6,271,600.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,352,086.71| $ 6,271,600.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 276,333.01 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -26278-A COUNTIES : MARION LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/31/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0653298 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02-0657824 F D JACOBI SODDING SERVICE INC. $ 179,019.99 100.0000% 2 35-1990156 EARTH IMAGES, INC. $ 198,793.16 111.0452% 3 35-1817574 YARDBERRY LANDSCAPE $ 225,381.33 125.8972% 4 34-1572955 DEITERING LANDSCAPING, INC. $ 288,721.75 161.2790% ==================================================================================================================================== |(1) 02-0657824 |(2) 35-1990156 |(3) 35-1817574 |F D JACOBI SODDING SERVICE I|EARTH IMAGES, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0001 105-06845 LUMP| 3965.00000 3965.00| 3000.00000 3000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 900.00000 900.00| 1315.00000 1315.00| 10732.44000 10732.44 MOBILIZATION AND DEMOBILIZATION | | | 0003 621-92968 14.130 kg | 102.55000 1449.03| 180.00000 2543.40| 776.29000 10968.97 SEED MIXTURE, WILD FLOWER 1 | | | 0004 621-92968 50.380 kg | 224.85000 11327.94| 253.00000 12746.14| 412.69000 20791.32 SEED MIXTURE, WILD FLOWER 2 | | | 0005 621-92968 43.110 kg | 167.85000 7236.01| 112.00000 4828.32| 441.19000 19019.70 SEED MIXTURE, WILD FLOWER 3 | | | 0006 621-92968 16.420 kg | 137.25000 2253.65| 265.00000 4351.30| 595.00000 9769.90 SEED MIXTURE, WILD FLOWER WET DITCH | | | 0007 621-98038 114.400 m3 | 56.90000 6509.36| 90.00000 10296.00| 65.00000 7436.00 MULCH, HARDWOOD SHREDDED BARK | | | 0008 622-05626 65.000 EACH| 450.00000 29250.00| 355.00000 23075.00| 425.00000 27625.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0009 622-05640 694.000 EACH| 88.50000 61419.00| 126.00000 87444.00| 62.00000 43028.00 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0010 622-05645 40.000 EACH| 290.00000 11600.00| 199.00000 7960.00| 250.00000 10000.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1800 TO 2400 mm | | | 0011 622-05649 51.000 EACH| 220.00000 11220.00| 182.00000 9282.00| 320.00000 16320.00 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0012 622-05650 99.000 EACH| 310.00000 30690.00| 308.00000 30492.00| 450.00000 44550.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 276,333.01 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -26278-A COUNTIES : MARION LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 02-0657824 |(2) 35-1990156 |(3) 35-1817574 |F D JACOBI SODDING SERVICE I|EARTH IMAGES, INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 622-52436 10.000 EACH| 36.00000 360.00| 26.00000 260.00| 28.00000 280.00 SIGN, DO NOT MOW OR SPRAY | | | 0014 802-04893 30.000 EACH| 28.00000 840.00| 40.00000 1200.00| 62.00000 1860.00 REFERENCE POST | | | SECTION TOTALS | $ 179,019.99| $ 198,793.16| $ 225,381.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 179,019.99| $ 198,793.16| $ 225,381.33 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 276,333.01 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -26278-A COUNTIES : MARION LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-1572955 | | |DEITERING LANDSCAPING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0001 105-06845 LUMP| 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 11500.00000 11500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 621-92968 14.130 kg | 250.00000 3532.50| | SEED MIXTURE, WILD FLOWER 1 | | | 0004 621-92968 50.380 kg | 825.00000 41563.50| | SEED MIXTURE, WILD FLOWER 2 | | | 0005 621-92968 43.110 kg | 825.00000 35565.75| | SEED MIXTURE, WILD FLOWER 3 | | | 0006 621-92968 16.420 kg | 250.00000 4105.00| | SEED MIXTURE, WILD FLOWER WET DITCH | | | 0007 621-98038 114.400 m3 | 65.00000 7436.00| | MULCH, HARDWOOD SHREDDED BARK | | | 0008 622-05626 65.000 EACH| 650.00000 42250.00| | PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0009 622-05640 694.000 EACH| 76.00000 52744.00| | PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0010 622-05645 40.000 EACH| 375.00000 15000.00| | PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1800 TO 2400 mm | | | 0011 622-05649 51.000 EACH| 275.00000 14025.00| | PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0012 622-05650 99.000 EACH| 450.00000 44550.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0013 622-52436 10.000 EACH| 25.00000 250.00| | SIGN, DO NOT MOW OR SPRAY | | | 0014 802-04893 30.000 EACH| 40.00000 1200.00| | REFERENCE POST | | | SECTION TOTALS | $ 288,721.75| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 288,721.75| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,765,201.90 ROUTE : 19 CALL ORDER : 180 CONTRACT ID : R -26306-A COUNTIES : HAMILTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/22/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4729002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 2,243,771.15 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 2,413,608.82 107.5692% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,595,790.45 115.6887% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 2,812,879.61 125.3639% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 2,836,994.00 126.4386% ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1609544 |(3) 35-1618530 |CRIDER & CRIDER, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 50000.00000 50000.00| 44810.13000 44810.13| 45000.00000 45000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1750.00000 21000.00| 1365.98000 16391.76| 1300.00000 15600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 130000.00000 130000.00| 120680.45000 120680.45| 130000.00000 130000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25000.00000 25000.00| 44534.88000 44534.88| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0005 202-02236 2546.000 m2 | 2.00000 5092.00| 3.06000 7790.76| 3.00000 7638.00 SURFACE, REMOVE | | | 0006 202-02240 2077.000 m2 | 4.00000 8308.00| 10.02000 20811.54| 5.25000 10904.25 PAVEMENT, REMOVE | | | 0007 202-02241 476.000 m | 7.00000 3332.00| 11.64000 5540.64| 6.50000 3094.00 GUARDRAIL, REMOVE | | | 0008 202-02272 87.000 m | 25.00000 2175.00| 22.27000 1937.49| 10.00000 870.00 PAVED SIDE DITCH, REMOVE | | | 0009 202-60820 155.000 m2 | 5.00000 775.00| 6.45000 999.75| 11.00000 1705.00 SURFACE MILLING, ASPHALT | | | 0010 203-02000 9636.000 m3 | 15.00000 144540.00| 16.42000 158223.12| 10.00000 96360.00 EXCAVATION, COMMON | | | 0011 203-02070 17058.000 m3 | 10.00000 170580.00| 7.74000 132028.92| 12.00000 204696.00 BORROW | | | 0012 203-02235 2546.000 m2 | 1.25000 3182.50| 1.95000 4964.70| 5.00000 12730.00 BREAKING PAVEMENT | | | 0013 204-02290 4.000 EACH| 1000.00000 4000.00| 2783.43000 11133.72| 1000.00000 4000.00 SETTLEMENT PLATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,765,201.90 ROUTE : 19 CALL ORDER : 180 CONTRACT ID : R -26306-A COUNTIES : HAMILTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1609544 |(3) 35-1618530 |CRIDER & CRIDER, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-03371 50.000 m3 | 20.00000 1000.00| 22.27000 1113.50| 15.00000 750.00 SEDIMENT REMOVE | | | 0015 205-06931 37.700 Mg | 30.00000 1131.00| 27.83000 1049.19| 45.00000 1696.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 4.000 EACH| 45.00000 180.00| 61.24000 244.96| 75.00000 300.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06934 14.000 Mg | 575.00000 8050.00| 588.97000 8245.58| 475.00000 6650.00 TEMPORARY MULCHING | | | 0018 205-06936 47.000 Mg | 25.00000 1175.00| 27.83000 1308.01| 30.00000 1410.00 TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 1181.000 m | 4.50000 5314.50| 4.55000 5373.55| 5.00000 5905.00 TEMPORARY SILT FENCE | | | 0020 205-06938 51.000 m | 45.00000 2295.00| 16.70000 851.70| 90.00000 4590.00 TEMPORARY SLOPE DRAIN | | | 0021 207-07498 4273.000 m2 | 2.00000 8546.00| 6.01000 25680.73| 7.00000 29911.00 SUBGRADE TREATMENT, TYPE A | | | 0022 211-07454 6190.000 m3 | 17.00000 105230.00| 21.15000 130918.50| 30.00000 185700.00 STRUCTURE BACKFILL | | | 0023 301-07448 3002.000 Mg | 17.00000 51034.00| 21.55000 64693.10| 20.00000 60040.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 302-06464 31.000 m3 | 40.00000 1240.00| 31.28000 969.68| 90.00000 2790.00 SUBBASE FOR PCCP | | | 0025 401-06264 LUMP| 1500.00000 1500.00| 1224.71000 1224.71| 1100.00000 1100.00 PROFILOGRAPH, HMA | | | 0026 401-07322 302.000 Mg | 45.00000 13590.00| 54.56000 16477.12| 50.00000 15100.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0027 401-07328 769.000 Mg | 50.00000 38450.00| 54.56000 41956.64| 51.00000 39219.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0028 401-07392 496.000 Mg | 37.00000 18352.00| 40.08000 19879.68| 37.00000 18352.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0029 401-07398 1277.000 Mg | 40.00000 51080.00| 40.08000 51182.16| 37.00000 47249.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0030 401-07408 4055.000 Mg | 35.00000 141925.00| 36.74000 148980.70| 34.00000 137870.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0031 401-07429 1504.000 Mg | 40.00000 60160.00| 38.97000 58610.88| 36.00000 54144.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0032 405-05517 7.000 Mg | 350.00000 2450.00| 325.10000 2275.70| 0.25000 1.75 ASPHALT FOR PRIME COAT | | | 0033 406-05520 12.000 Mg | 200.00000 2400.00| 205.97000 2471.64| 190.00000 2280.00 ASPHALT FOR TACK COAT | | | 0034 601-01128 2.000 EACH| 1100.00000 2200.00| 1130.07000 2260.14| 1100.00000 2200.00 GUARDRAIL TRANSITION TYPE WGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,765,201.90 ROUTE : 19 CALL ORDER : 180 CONTRACT ID : R -26306-A COUNTIES : HAMILTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1609544 |(3) 35-1618530 |CRIDER & CRIDER, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-02103 11.000 m | 47.00000 517.00| 48.32000 531.52| 44.00000 484.00 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0036 601-94689 2.000 EACH| 2000.00000 4000.00| 2115.41000 4230.82| 2000.00000 4000.00 GUARDRAIL END TREATMENT, OS | | | 0037 601-99105 518.000 m | 30.00000 15540.00| 31.90000 16524.20| 29.00000 15022.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 602-06729 2.000 EACH| 55.00000 110.00| 7.79000 15.58| 8.00000 16.00 BARRIER DELINEATOR | | | 0039 603-06045 301.000 m | 35.00000 10535.00| 36.24000 10908.24| 36.00000 10836.00 FENCE, CHAIN LINK, 1220 mm | | | 0040 605-06140 427.000 m | 40.00000 17080.00| 46.30000 19770.10| 37.00000 15799.00 CURB AND GUTTER, CONCRETE | | | 0041 605-06145 233.000 m | 44.00000 10252.00| 61.92000 14427.36| 37.00000 8621.00 CURB AND GUTTER, B, CONCRETE | | | 0042 610-06259 133.000 m2 | 85.00000 11305.00| 64.34000 8557.22| 80.00000 10640.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0043 610-07487 734.000 Mg | 42.00000 30828.00| 63.46000 46579.64| 58.00000 42572.00 HMA FOR APPROACHES, TYPE B | | | 0044 611-06497 2.000 EACH| 175.00000 350.00| 178.14000 356.28| 160.00000 320.00 MAILBOX ASSEMBLY, SINGLE | | | 0045 615-06490 25.000 EACH| 115.00000 2875.00| 115.79000 2894.75| 110.00000 2750.00 RIGHT OF WAY MARKER | | | 0046 615-06505 7.000 EACH| 440.00000 3080.00| 451.34000 3159.38| 410.00000 2870.00 MONUMENT, B | | | 0047 615-06510 2.000 EACH| 440.00000 880.00| 450.44000 900.88| 410.00000 820.00 MONUMENT, C | | | 0048 616-02320 288.000 m2 | 3.00000 864.00| 2.23000 642.24| 2.50000 720.00 GEOTEXTILES | | | 0049 616-06405 227.000 Mg | 30.00000 6810.00| 33.40000 7581.80| 27.00000 6129.00 RIPRAP, REVETMENT | | | 0050 621-01004 3.000 EACH| 625.00000 1875.00| 501.02000 1503.06| 365.00000 1095.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-02770 3500.000 m2 | 1.60000 5600.00| 1.62000 5670.00| 1.40000 4900.00 EROSION CONTROL BLANKET | | | 0052 621-06545 1.400 Mg | 250.00000 350.00| 252.74000 353.84| 400.00000 560.00 FERTILIZER | | | 0053 621-06548 9.000 kg | 60.00000 540.00| 61.24000 551.16| 72.00000 648.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,765,201.90 ROUTE : 19 CALL ORDER : 180 CONTRACT ID : R -26306-A COUNTIES : HAMILTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1609544 |(3) 35-1618530 |CRIDER & CRIDER, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 621-06554 139.000 kg | 5.30000 736.70| 5.37000 746.43| 6.00000 834.00 SEED MIXTURE, U | | | 0055 621-06557 229.000 kg | 3.50000 801.50| 3.54000 810.66| 3.30000 755.70 SEED MIXTURE, T | | | 0056 621-06565 2.000 Mg | 750.00000 1500.00| 757.09000 1514.18| 475.00000 950.00 MULCHING MATERIAL | | | 0057 621-06567 46.000 kL | 0.60000 27.60| 0.61000 28.06| 0.50000 23.00 WATER | | | 0058 621-06570 1102.000 m3 | 10.00000 11020.00| 10.02000 11042.04| 20.00000 22040.00 TOP SOIL | | | 0059 621-06574 2582.000 m2 | 3.50000 9037.00| 3.30000 8520.60| 3.10000 8004.20 SODDING | | | 0060 702-51863 56.000 EACH| 13.00000 728.00| 11.66000 652.96| 10.00000 560.00 FIELD DRILLED HOLE IN CONCRETE | | | 0061 702-94656 904.400 m3 | 220.00000 198968.00| 303.03000 274060.33| 300.00000 271320.00 CONCRETE, B | | | 0062 703-06029 662.000 kg | 2.15000 1423.30| 1.36000 900.32| 2.00000 1324.00 REINFORCING BARS, EPOXY COATED | | | 0063 703-51030 96569.000 kg | 1.45000 140025.05| 1.11000 107191.59| 1.60000 154510.40 REINFORCING STEEL | | | 0064 706-51020 2.400 m3 | 1500.00000 3600.00| 1123.89000 2697.34| 900.00000 2160.00 CONCRETE, C, RAILING | | | 0065 706-91664 8.800 m | 600.00000 5280.00| 534.42000 4702.90| 500.00000 4400.00 PIPE RAILING | | | 0066 709-51821 LUMP| 1000.00000 1000.00| 188.73000 188.73| 1250.00000 1250.00 SURFACE SEAL | | | 0067 714-44240 1071.800 m3 | 435.00000 466233.00| 364.24000 390392.43| 585.00000 627003.00 CONCRETE, A, STRUCTURES | | | 0068 715-05048 1369.000 m | 10.00000 13690.00| 13.36000 18289.84| 9.70000 13279.30 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0069 715-05053 88.000 m | 30.00000 2640.00| 55.67000 4898.96| 90.00000 7920.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0070 715-05149 178.000 m | 105.00000 18690.00| 105.21000 18727.38| 60.00000 10680.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0071 715-05151 124.000 m | 75.00000 9300.00| 121.36000 15048.64| 60.00000 7440.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0072 715-05152 70.000 m | 85.00000 5950.00| 134.72000 9430.40| 60.00000 4200.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0073 715-05154 39.000 m | 95.00000 3705.00| 169.23000 6599.97| 130.00000 5070.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0074 715-05407 559.000 m | 15.00000 8385.00| 21.24000 11873.16| 6.00000 3354.00 PIPE, END BENT DRAIN, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,765,201.90 ROUTE : 19 CALL ORDER : 180 CONTRACT ID : R -26306-A COUNTIES : HAMILTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1609544 |(3) 35-1618530 |CRIDER & CRIDER, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 715-46000 2.000 EACH| 250.00000 500.00| 334.01000 668.02| 300.00000 600.00 PIPE END SECTION, 300 mm | | | 0076 715-46005 1.000 EACH| 320.00000 320.00| 445.35000 445.35| 300.00000 300.00 PIPE END SECTION, 375 mm | | | 0077 715-46020 2.000 EACH| 410.00000 820.00| 556.69000 1113.38| 300.00000 600.00 PIPE END SECTION, 600 mm | | | 0078 718-06528 5.000 EACH| 400.00000 2000.00| 779.36000 3896.80| 750.00000 3750.00 OUTLET PROTECTOR, 1 | | | 0079 718-06531 1.000 EACH| 300.00000 300.00| 695.86000 695.86| 750.00000 750.00 OUTLET PROTECTOR, 3 | | | 0080 718-06532 1000.000 m | 3.00000 3000.00| 3.34000 3340.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0081 718-52610 317.000 m3 | 35.00000 11095.00| 41.75000 13234.75| 55.00000 17435.00 AGGREGATE FOR UNDERDRAINS | | | 0082 718-99153 3612.000 m2 | 1.50000 5418.00| 1.16000 4189.92| 1.50000 5418.00 GEOTEXTILES FOR UNDERDRAIN | | | 0083 720-07301 3.000 EACH| 2700.00000 8100.00| 4125.04000 12375.12| 2000.00000 6000.00 INLET TYPE HA | | | 0084 720-44000 7.000 EACH| 500.00000 3500.00| 668.02000 4676.14| 300.00000 2100.00 CASTING, ADJUST TO GRADE | | | 0085 720-44296 1.000 EACH| 500.00000 500.00| 556.69000 556.69| 400.00000 400.00 CAP INLET | | | 0086 720-45030 1.000 EACH| 1500.00000 1500.00| 1670.06000 1670.06| 1500.00000 1500.00 INLET, E7 | | | 0087 720-45035 2.000 EACH| 1600.00000 3200.00| 1725.73000 3451.46| 1500.00000 3000.00 INLET, F7 | | | 0088 720-45235 1.000 EACH| 1700.00000 1700.00| 1781.40000 1781.40| 1500.00000 1500.00 CATCH BASIN, E7 | | | 0089 720-45410 7.000 EACH| 1600.00000 11200.00| 2171.08000 15197.56| 2000.00000 14000.00 MANHOLE, C4 | | | 0090 720-45605 21.000 m | 500.00000 10500.00| 890.70000 18704.70| 600.00000 12600.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0091 720-98174 7.000 EACH| 1400.00000 9800.00| 2226.74000 15587.18| 2000.00000 14000.00 INLET, B15 | | | 0092 720-98555 2.000 EACH| 1400.00000 2800.00| 2338.08000 4676.16| 2000.00000 4000.00 INLET, C15 | | | 0093 728-98377 LUMP| 539.00000 539.00| 294.50000 294.50| 1500.00000 1500.00 MASONRY COATING | | | 0094 801-03290 8.000 EACH| 110.00000 880.00| 111.34000 890.72| 110.00000 880.00 CONSTRUCTION SIGN, C | | | 0095 801-04308 12.000 EACH| 170.00000 2040.00| 167.01000 2004.12| 155.00000 1860.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,765,201.90 ROUTE : 19 CALL ORDER : 180 CONTRACT ID : R -26306-A COUNTIES : HAMILTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1609544 |(3) 35-1618530 |CRIDER & CRIDER, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 801-06625 51.000 EACH| 10.00000 510.00| 11.13000 567.63| 11.00000 561.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0097 801-06640 8.000 EACH| 100.00000 800.00| 100.20000 801.60| 95.00000 760.00 CONSTRUCTION SIGN, A | | | 0098 801-06775 LUMP| 15000.00000 15000.00| 77815.76000 77815.76| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0099 801-07118 29.000 m | 120.00000 3480.00| 122.86000 3562.94| 120.00000 3480.00 BARRICADE, III-A | | | 0100 802-04893 2.000 EACH| 200.00000 400.00| 97.98000 195.96| 90.00000 180.00 REFERENCE POST | | | 0101 802-05701 31.800 m | 35.00000 1113.00| 44.53000 1416.05| 45.00000 1431.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0102 802-05702 22.900 m | 25.00000 572.50| 35.63000 815.93| 35.00000 801.50 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0103 802-07135 4.000 EACH| 1500.00000 6000.00| 1892.73000 7570.92| 1900.00000 7600.00 CABLE SPAN SIGN STRUCTURE FOUNDATION, IV| | | 0104 802-76025 10.400 m2 | 170.00000 1768.00| 182.59000 1898.94| 165.00000 1716.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0105 802-76035 1.400 m2 | 150.00000 210.00| 214.88000 300.83| 200.00000 280.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0106 802-76045 1.100 m2 | 160.00000 176.00| 242.72000 266.99| 225.00000 247.50 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0107 802-76125 2.000 EACH| 7000.00000 14000.00| 4509.16000 9018.32| 4500.00000 9000.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0108 808-06703 1739.000 m | 1.00000 1739.00| 0.97000 1686.83| 0.90000 1565.10 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0109 808-06716 240.000 m | 2.20000 528.00| 2.23000 535.20| 2.30000 552.00 LINE, REMOVE | | | 0110 808-75240 9.000 m | 5.50000 49.50| 5.57000 50.13| 5.25000 47.25 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0111 808-75245 1915.000 m | 1.00000 1915.00| 0.97000 1857.55| 1.00000 1915.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0112 808-75297 19.000 m | 22.00000 418.00| 22.27000 423.13| 22.00000 418.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,765,201.90 ROUTE : 19 CALL ORDER : 180 CONTRACT ID : R -26306-A COUNTIES : HAMILTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1609544 |(3) 35-1618530 |CRIDER & CRIDER, INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 808-75320 5.000 EACH| 66.00000 330.00| 66.80000 334.00| 65.00000 325.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0114 808-75325 5.000 EACH| 77.00000 385.00| 77.94000 389.70| 75.00000 375.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0115 808-75996 54.000 EACH| 5.50000 297.00| 20.25000 1093.50| 10.00000 540.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0116 808-75998 118.000 EACH| 25.00000 2950.00| 37.85000 4466.30| 26.00000 3068.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,243,771.15| $ 2,413,608.82| $ 2,595,790.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,243,771.15| $ 2,413,608.82| $ 2,595,790.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,765,201.90 ROUTE : 19 CALL ORDER : 180 CONTRACT ID : R -26306-A COUNTIES : HAMILTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1128289 | |CALUMET ASPHALT PAVING CO. I|BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 50000.00000 50000.00| 40000.00000 40000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2000.00000 24000.00| 1650.00000 19800.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 141000.00000 141000.00| 141850.00000 141850.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 50000.00000 50000.00| 42555.00000 42555.00| CLEARING RIGHT OF WAY | | | 0005 202-02236 2546.000 m2 | 1.40000 3564.40| 3.00000 7638.00| SURFACE, REMOVE | | | 0006 202-02240 2077.000 m2 | 3.50000 7269.50| 11.00000 22847.00| PAVEMENT, REMOVE | | | 0007 202-02241 476.000 m | 6.70000 3189.20| 6.40000 3046.40| GUARDRAIL, REMOVE | | | 0008 202-02272 87.000 m | 3.00000 261.00| 22.00000 1914.00| PAVED SIDE DITCH, REMOVE | | | 0009 202-60820 155.000 m2 | 3.50000 542.50| 6.00000 930.00| SURFACE MILLING, ASPHALT | | | 0010 203-02000 9636.000 m3 | 10.00000 96360.00| 16.50000 158994.00| EXCAVATION, COMMON | | | 0011 203-02070 17058.000 m3 | 8.00000 136464.00| 8.00000 136464.00| BORROW | | | 0012 203-02235 2546.000 m2 | 1.50000 3819.00| 2.00000 5092.00| BREAKING PAVEMENT | | | 0013 204-02290 4.000 EACH| 1000.00000 4000.00| 2500.00000 10000.00| SETTLEMENT PLATE | | | 0014 205-03371 50.000 m3 | 8.00000 400.00| 20.00000 1000.00| SEDIMENT REMOVE | | | 0015 205-06931 37.700 Mg | 25.00000 942.50| 25.00000 942.50| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 4.000 EACH| 75.00000 300.00| 60.00000 240.00| TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06934 14.000 Mg | 450.00000 6300.00| 550.00000 7700.00| TEMPORARY MULCHING | | | 0018 205-06936 47.000 Mg | 25.00000 1175.00| 30.00000 1410.00| TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 1181.000 m | 6.00000 7086.00| 4.25000 5019.25| TEMPORARY SILT FENCE | | | 0020 205-06938 51.000 m | 50.00000 2550.00| 15.00000 765.00| TEMPORARY SLOPE DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,765,201.90 ROUTE : 19 CALL ORDER : 180 CONTRACT ID : R -26306-A COUNTIES : HAMILTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1128289 | |CALUMET ASPHALT PAVING CO. I|BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 207-07498 4273.000 m2 | 4.27000 18245.71| 5.00000 21365.00| SUBGRADE TREATMENT, TYPE A | | | 0022 211-07454 6190.000 m3 | 17.00000 105230.00| 21.00000 129990.00| STRUCTURE BACKFILL | | | 0023 301-07448 3002.000 Mg | 14.00000 42028.00| 18.50000 55537.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 302-06464 31.000 m3 | 32.00000 992.00| 100.00000 3100.00| SUBBASE FOR PCCP | | | 0025 401-06264 LUMP| 2300.00000 2300.00| 1200.00000 1200.00| PROFILOGRAPH, HMA | | | 0026 401-07322 302.000 Mg | 56.00000 16912.00| 53.00000 16006.00| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0027 401-07328 769.000 Mg | 61.00000 46909.00| 53.00000 40757.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0028 401-07392 496.000 Mg | 45.00000 22320.00| 40.00000 19840.00| QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0029 401-07398 1277.000 Mg | 48.00000 61296.00| 40.00000 51080.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0030 401-07408 4055.000 Mg | 44.00000 178420.00| 37.00000 150035.00| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0031 401-07429 1504.000 Mg | 53.00000 79712.00| 38.00000 57152.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0032 405-05517 7.000 Mg | 340.00000 2380.00| 325.00000 2275.00| ASPHALT FOR PRIME COAT | | | 0033 406-05520 12.000 Mg | 340.00000 4080.00| 210.00000 2520.00| ASPHALT FOR TACK COAT | | | 0034 601-01128 2.000 EACH| 1015.00000 2030.00| 1015.00000 2030.00| GUARDRAIL TRANSITION TYPE WGB | | | 0035 601-02103 11.000 m | 43.40000 477.40| 43.40000 477.40| GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0036 601-94689 2.000 EACH| 1900.00000 3800.00| 1900.00000 3800.00| GUARDRAIL END TREATMENT, OS | | | 0037 601-99105 518.000 m | 28.65000 14840.70| 28.65000 14840.70| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 602-06729 2.000 EACH| 7.00000 14.00| 6.00000 12.00| BARRIER DELINEATOR | | | 0039 603-06045 301.000 m | 32.55000 9797.55| 32.55000 9797.55| FENCE, CHAIN LINK, 1220 mm | | | 0040 605-06140 427.000 m | 72.30000 30872.10| 52.00000 22204.00| CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,765,201.90 ROUTE : 19 CALL ORDER : 180 CONTRACT ID : R -26306-A COUNTIES : HAMILTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1128289 | |CALUMET ASPHALT PAVING CO. I|BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 605-06145 233.000 m | 58.62000 13658.46| 55.00000 12815.00| CURB AND GUTTER, B, CONCRETE | | | 0042 610-06259 133.000 m2 | 70.00000 9310.00| 70.00000 9310.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0043 610-07487 734.000 Mg | 55.00000 40370.00| 62.00000 45508.00| HMA FOR APPROACHES, TYPE B | | | 0044 611-06497 2.000 EACH| 160.00000 320.00| 160.00000 320.00| MAILBOX ASSEMBLY, SINGLE | | | 0045 615-06490 25.000 EACH| 104.00000 2600.00| 104.00000 2600.00| RIGHT OF WAY MARKER | | | 0046 615-06505 7.000 EACH| 405.00000 2835.00| 405.00000 2835.00| MONUMENT, B | | | 0047 615-06510 2.000 EACH| 404.57000 809.14| 405.00000 810.00| MONUMENT, C | | | 0048 616-02320 288.000 m2 | 2.17000 624.96| 2.25000 648.00| GEOTEXTILES | | | 0049 616-06405 227.000 Mg | 19.84000 4503.68| 33.00000 7491.00| RIPRAP, REVETMENT | | | 0050 621-01004 3.000 EACH| 360.00000 1080.00| 650.00000 1950.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-02770 3500.000 m2 | 1.38000 4830.00| 1.60000 5600.00| EROSION CONTROL BLANKET | | | 0052 621-06545 1.400 Mg | 375.00000 525.00| 250.00000 350.00| FERTILIZER | | | 0053 621-06548 9.000 kg | 70.00000 630.00| 61.00000 549.00| SEED MIXTURE, CV | | | 0054 621-06554 139.000 kg | 5.40000 750.60| 5.25000 729.75| SEED MIXTURE, U | | | 0055 621-06557 229.000 kg | 3.26000 746.54| 3.50000 801.50| SEED MIXTURE, T | | | 0056 621-06565 2.000 Mg | 450.00000 900.00| 750.00000 1500.00| MULCHING MATERIAL | | | 0057 621-06567 46.000 kL | 0.52000 23.92| 0.60000 27.60| WATER | | | 0058 621-06570 1102.000 m3 | 7.00000 7714.00| 10.00000 11020.00| TOP SOIL | | | 0059 621-06574 2582.000 m2 | 3.05000 7875.10| 3.50000 9037.00| SODDING | | | 0060 702-51863 56.000 EACH| 11.00000 616.00| 11.00000 616.00| FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 180 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,765,201.90 ROUTE : 19 CALL ORDER : 180 CONTRACT ID : R -26306-A COUNTIES : HAMILTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1128289 | |CALUMET ASPHALT PAVING CO. I|BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 702-94656 904.400 m3 | 350.00000 316540.00| 350.00000 316540.00| CONCRETE, B | | | 0062 703-06029 662.000 kg | 1.60000 1059.20| 1.60000 1059.20| REINFORCING BARS, EPOXY COATED | | | 0063 703-51030 96569.000 kg | 1.20000 115882.80| 1.20000 115882.80| REINFORCING STEEL | | | 0064 706-51020 2.400 m3 | 1800.00000 4320.00| 1800.00000 4320.00| CONCRETE, C, RAILING | | | 0065 706-91664 8.800 m | 480.00000 4224.00| 480.00000 4224.00| PIPE RAILING | | | 0066 709-51821 LUMP| 1200.00000 1200.00| 1200.00000 1200.00| SURFACE SEAL | | | 0067 714-44240 1071.800 m3 | 834.00000 893881.20| 775.00000 830645.00| CONCRETE, A, STRUCTURES | | | 0068 715-05048 1369.000 m | 8.65000 11841.85| 9.00000 12321.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0069 715-05053 88.000 m | 34.00000 2992.00| 33.00000 2904.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0070 715-05149 178.000 m | 88.00000 15664.00| 102.00000 18156.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0071 715-05151 124.000 m | 90.00000 11160.00| 115.00000 14260.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0072 715-05152 70.000 m | 68.00000 4760.00| 130.00000 9100.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0073 715-05154 39.000 m | 109.99000 4289.61| 165.00000 6435.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0074 715-05407 559.000 m | 6.65000 3717.35| 14.00000 7826.00| PIPE, END BENT DRAIN, 150 mm | | | 0075 715-46000 2.000 EACH| 750.00000 1500.00| 325.00000 650.00| PIPE END SECTION, 300 mm | | | 0076 715-46005 1.000 EACH| 800.00000 800.00| 425.00000 425.00| PIPE END SECTION, 375 mm | | | 0077 715-46020 2.000 EACH| 930.00000 1860.00| 525.00000 1050.00| PIPE END SECTION, 600 mm | | | 0078 718-06528 5.000 EACH| 366.69000 1833.45| 700.00000 3500.00| OUTLET PROTECTOR, 1 | | | 0079 718-06531 1.000 EACH| 403.33000 403.33| 600.00000 600.00| OUTLET PROTECTOR, 3 | | | 0080 718-06532 1000.000 m | 3.00000 3000.00| 3.50000 3500.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0081 718-52610 317.000 m3 | 31.00000 9827.00| 38.00000 12046.00| AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 180 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,765,201.90 ROUTE : 19 CALL ORDER : 180 CONTRACT ID : R -26306-A COUNTIES : HAMILTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1128289 | |CALUMET ASPHALT PAVING CO. I|BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 718-99153 3612.000 m2 | 1.10000 3973.20| 2.00000 7224.00| GEOTEXTILES FOR UNDERDRAIN | | | 0083 720-07301 3.000 EACH| 1104.15000 3312.45| 3250.00000 9750.00| INLET TYPE HA | | | 0084 720-44000 7.000 EACH| 388.18000 2717.26| 650.00000 4550.00| CASTING, ADJUST TO GRADE | | | 0085 720-44296 1.000 EACH| 633.64000 633.64| 550.00000 550.00| CAP INLET | | | 0086 720-45030 1.000 EACH| 1599.76000 1599.76| 1650.00000 1650.00| INLET, E7 | | | 0087 720-45035 2.000 EACH| 1783.23000 3566.46| 1725.00000 3450.00| INLET, F7 | | | 0088 720-45235 1.000 EACH| 1514.75000 1514.75| 1750.00000 1750.00| CATCH BASIN, E7 | | | 0089 720-45410 7.000 EACH| 1503.51000 10524.57| 2150.00000 15050.00| MANHOLE, C4 | | | 0090 720-45605 21.000 m | 573.76000 12048.96| 875.00000 18375.00| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0091 720-98174 7.000 EACH| 1563.31000 10943.17| 2200.00000 15400.00| INLET, B15 | | | 0092 720-98555 2.000 EACH| 2294.93000 4589.86| 2200.00000 4400.00| INLET, C15 | | | 0093 728-98377 LUMP| 1400.00000 1400.00| 1400.00000 1400.00| MASONRY COATING | | | 0094 801-03290 8.000 EACH| 100.00000 800.00| 110.00000 880.00| CONSTRUCTION SIGN, C | | | 0095 801-04308 12.000 EACH| 325.00000 3900.00| 165.00000 1980.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0096 801-06625 51.000 EACH| 85.00000 4335.00| 10.00000 510.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0097 801-06640 8.000 EACH| 75.00000 600.00| 120.00000 960.00| CONSTRUCTION SIGN, A | | | 0098 801-06775 LUMP| 25000.00000 25000.00| 17975.00000 17975.00| MAINTAINING TRAFFIC | | | 0099 801-07118 29.000 m | 25.00000 725.00| 120.00000 3480.00| BARRICADE, III-A | | | 0100 802-04893 2.000 EACH| 88.00000 176.00| 20.00000 40.00| REFERENCE POST | | | 0101 802-05701 31.800 m | 40.00000 1272.00| 26.00000 826.80| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 180 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,765,201.90 ROUTE : 19 CALL ORDER : 180 CONTRACT ID : R -26306-A COUNTIES : HAMILTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1128289 | |CALUMET ASPHALT PAVING CO. I|BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 802-05702 22.900 m | 32.00000 732.80| 17.50000 400.75| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0103 802-07135 4.000 EACH| 1700.00000 6800.00| 2075.00000 8300.00| CABLE SPAN SIGN STRUCTURE FOUNDATION, IV| | | 0104 802-76025 10.400 m2 | 164.00000 1705.60| 160.00000 1664.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0105 802-76035 1.400 m2 | 193.00000 270.20| 160.00000 224.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0106 802-76045 1.100 m2 | 218.00000 239.80| 175.00000 192.50| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0107 802-76125 2.000 EACH| 4050.00000 8100.00| 6250.00000 12500.00| SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0108 808-06703 1739.000 m | 0.92000 1599.88| 0.95000 1652.05| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0109 808-06716 240.000 m | 1.48000 355.20| 2.25000 540.00| LINE, REMOVE | | | 0110 808-75240 9.000 m | 3.00000 27.00| 5.25000 47.25| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0111 808-75245 1915.000 m | 0.92000 1761.80| 0.95000 1819.25| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0112 808-75297 19.000 m | 10.50000 199.50| 22.25000 422.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0113 808-75320 5.000 EACH| 48.00000 240.00| 65.00000 325.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0114 808-75325 5.000 EACH| 60.00000 300.00| 75.00000 375.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0115 808-75996 54.000 EACH| 20.00000 1080.00| 8.50000 459.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0116 808-75998 118.000 EACH| 21.00000 2478.00| 38.00000 4484.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,812,879.61| $ 2,836,994.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,812,879.61| $ 2,836,994.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,916.10 ROUTE : STATE ROAD 9 CALL ORDER : 200 CONTRACT ID : R -26482-A COUNTIES : SHELBY LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/02/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1775004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1912582 EDSAM CONSTRUCTION, INC. $ 433,760.19 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 478,475.00 110.3086% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 496,639.00 114.4962% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 496,919.83 114.5609% 5 35-1315965 FOX CONTRACTORS CORP. $ 515,168.52 118.7680% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 520,616.65 120.0240% 7 35-1673827 HENDERSON, H.E., INC. $ 582,498.18 134.2903% ==================================================================================================================================== |(1) 35-1912582 |(2) 35-0918397 |(3) 35-1917625 |EDSAM CONSTRUCTION, INC. |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 SMALL STRUCTURE REPLACEMENTS | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 7500.00000 7500.00| 7900.00000 7900.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1400.00000 8400.00| 2800.00000 16800.00| 1600.00000 9600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20200.00000 20200.00| 38000.00000 38000.00| 24750.00000 24750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 15000.00000 15000.00| 6600.00000 6600.00| 37500.00000 37500.00 PRESENT STRUCTURE, REMOVE | | | 0005 202-60820 1044.000 m2 | 4.00000 4176.00| 5.50000 5742.00| 4.50000 4698.00 SURFACE MILLING, ASPHALT | | | 0006 203-02000 465.132 m3 | 12.00000 5581.58| 34.00000 15814.49| 31.75000 14767.94 EXCAVATION, COMMON | | | 0007 203-02070 190.394 m3 | 15.00000 2855.91| 27.00000 5140.64| 27.00000 5140.64 BORROW | | | 0008 205-04931 5.000 EACH| 500.00000 2500.00| 1100.00000 5500.00| 130.00000 650.00 SEDIMENT TRAP | | | 0009 205-06937 395.000 m | 7.00000 2765.00| 6.10000 2409.50| 6.50000 2567.50 TEMPORARY SILT FENCE | | | 0010 206-51220 20.070 m3 | 20.00000 401.40| 55.00000 1103.85| 23.00000 461.61 EXCAVATION, WET | | | 0011 207-07500 1258.000 m2 | 10.00000 12580.00| 5.00000 6290.00| 1.75000 2201.50 SUBGRADE TREATMENT, TYPE C | | | 0012 207-07503 2259.480 m2 | 6.00000 13556.88| 1.00000 2259.48| 0.30000 677.84 SUBGRADE TREATMENT, TYPE E | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,916.10 ROUTE : STATE ROAD 9 CALL ORDER : 200 CONTRACT ID : R -26482-A COUNTIES : SHELBY LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-0918397 |(3) 35-1917625 |EDSAM CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-07454 235.600 m3 | 19.00000 4476.40| 39.00000 9188.40| 45.00000 10602.00 STRUCTURE BACKFILL | | | 0014 303-01180 1880.230 Mg | 14.00000 26323.22| 16.00000 30083.68| 12.00000 22562.76 COMPACTED AGGREGATE, NO. 53 | | | 0015 402-07432 203.350 Mg | 57.00000 11590.95| 54.00000 10980.90| 57.00000 11590.95 HMA TYPE A, SURFACE | | | 0016 402-07433 274.800 Mg | 55.00000 15114.00| 52.00000 14289.60| 59.50000 16350.60 HMA TYPE B, SURFACE | | | 0017 402-07435 616.420 Mg | 43.00000 26506.06| 41.00000 25273.22| 38.50000 23732.17 HMA TYPE A, INTERMEDIATE | | | 0018 402-07438 465.140 Mg | 46.00000 21396.44| 45.00000 20931.30| 39.00000 18140.46 HMA TYPE B, INTERMEDIATE | | | 0019 402-07441 927.880 Mg | 42.00000 38970.96| 39.00000 36187.32| 40.00000 37115.20 HMA TYPE B, BASE | | | 0020 404-05511 690.368 m2 | 4.00000 2761.47| 4.00000 2761.47| 4.00000 2761.47 SEAL COAT, 2 | | | 0021 405-05518 2877.340 m2 | 0.60000 1726.40| 0.55000 1582.54| 0.50000 1438.67 ASPHALT FOR PRIME COAT | | | 0022 406-05521 7349.330 m2 | 0.05000 367.47| 0.05000 367.47| 0.04000 293.97 ASPHALT FOR TACK COAT | | | 0023 601-01269 4.000 EACH| 925.00000 3700.00| 530.00000 2120.00| 650.00000 2600.00 GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY PIPE AND APPROACHES | | | 0024 601-02206 60.960 m | 34.00000 2072.64| 36.00000 2194.56| 35.00000 2133.60 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0026 601-94689 4.000 EACH| 1925.00000 7700.00| 2000.00000 8000.00| 2025.00000 8100.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 226.700 m | 29.00000 6574.30| 33.00000 7481.10| 30.00000 6801.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-07486 8.180 Mg | 100.00000 818.00| 110.00000 899.80| 155.75000 1274.04 HMA FOR APPROACHES, TYPE A | | | 0029 611-06497 3.000 EACH| 180.00000 540.00| 110.00000 330.00| 175.00000 525.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 616-02320 121.600 m2 | 4.00000 486.40| 2.60000 316.16| 2.75000 334.40 GEOTEXTILES | | | 0031 616-05688 535.300 Mg | 23.00000 12311.90| 31.00000 16594.30| 27.00000 14453.10 RIPRAP, CLASS 1 | | | 0032 616-06405 24.300 Mg | 20.00000 486.00| 28.00000 680.40| 39.00000 947.70 RIPRAP, REVETMENT | | | 0033 621-01004 1.000 EACH| 285.00000 285.00| 310.00000 310.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,916.10 ROUTE : STATE ROAD 9 CALL ORDER : 200 CONTRACT ID : R -26482-A COUNTIES : SHELBY LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-0918397 |(3) 35-1917625 |EDSAM CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06545 0.612 Mg | 352.00000 215.42| 380.00000 232.56| 370.00000 226.44 FERTILIZER | | | 0035 621-06553 64.450 kg | 6.10000 393.15| 6.60000 425.37| 6.35000 409.26 SEED MIXTURE, R | | | 0036 621-06557 30.762 kg | 9.00000 276.86| 9.60000 295.32| 9.10000 279.93 SEED MIXTURE, T | | | 0037 621-06565 3.060 Mg | 500.00000 1530.00| 550.00000 1683.00| 525.00000 1606.50 MULCHING MATERIAL | | | 0038 621-06574 24.547 m2 | 40.00000 981.88| 37.00000 908.24| 35.00000 859.15 SODDING | | | 0039 713-51335 LUMP| 65000.00000 65000.00| 62000.00000 62000.00| 97346.59000 97346.59 TEMPORARY BRIDGE AND APPROACHES | | | 0040 723-06660 15.500 m2 | 650.00000 10075.00| 480.00000 7440.00| 840.00000 13020.00 WINGWALL | | | 0041 723-06927 20.500 m | 2700.00000 55350.00| 3900.00000 79950.00| 4000.00000 82000.00 STRUCTURE, PRECAST THREE-SIDED, , 4260 | | | mm X 1800 mm | | | 0042 801-04308 2.000 EACH| 110.00000 220.00| 120.00000 240.00| 115.00000 230.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06203 1710.000 m | 0.60000 1026.00| 0.60000 1026.00| 0.60000 1026.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06605 6.000 EACH| 65.00000 390.00| 71.00000 426.00| 68.00000 408.00 BARRICADE, IIIA | | | 0045 801-06640 22.000 EACH| 50.00000 1100.00| 55.00000 1210.00| 23.00000 506.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 4.000 EACH| 25.00000 100.00| 27.00000 108.00| 25.00000 100.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 11000.00000 11000.00| 15002.72000 15002.72| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0048 808-06703 848.000 m | 1.10000 932.80| 1.20000 1017.60| 1.10000 932.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0049 808-06716 530.130 m | 1.50000 795.20| 1.60000 848.21| 1.60000 848.21 LINE, REMOVE | | | 0050 808-75240 106.000 m | 1.15000 121.90| 1.30000 137.80| 1.20000 127.20 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0051 808-75245 424.000 m | 1.15000 487.60| 1.30000 551.20| 1.20000 508.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0052 808-75996 22.000 EACH| 20.00000 440.00| 4.40000 96.80| 7.00000 154.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,916.10 ROUTE : STATE ROAD 9 CALL ORDER : 200 CONTRACT ID : R -26482-A COUNTIES : SHELBY LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-0918397 |(3) 35-1917625 |EDSAM CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-75998 22.000 EACH| 50.00000 1100.00| 52.00000 1144.00| 49.00000 1078.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 433,760.19| $ 478,475.00| $ 496,639.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 433,760.19| $ 478,475.00| $ 496,639.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,916.10 ROUTE : STATE ROAD 9 CALL ORDER : 200 CONTRACT ID : R -26482-A COUNTIES : SHELBY LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1315965 |(6) 35-1128289 |AMERICAN CONTRACTING & SERVI|FOX CONTRACTORS CORP. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENTS | | | 0001 105-06845 LUMP| 12000.00000 12000.00| 7416.00000 7416.00| 7800.00000 7800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1300.00000 7800.00| 2031.50000 12189.00| 1500.00000 9000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 24000.00000 24000.00| 33180.00000 33180.00| 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 8000.00000 8000.00| 15800.00000 15800.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0005 202-60820 1044.000 m2 | 4.00000 4176.00| 4.98000 5199.12| 3.25000 3393.00 SURFACE MILLING, ASPHALT | | | 0006 203-02000 465.132 m3 | 20.00000 9302.64| 24.05000 11186.42| 35.00000 16279.62 EXCAVATION, COMMON | | | 0007 203-02070 190.394 m3 | 1.00000 190.39| 25.32000 4820.78| 25.00000 4759.85 BORROW | | | 0008 205-04931 5.000 EACH| 250.00000 1250.00| 223.00000 1115.00| 300.00000 1500.00 SEDIMENT TRAP | | | 0009 205-06937 395.000 m | 6.25000 2468.75| 6.23000 2460.85| 6.00000 2370.00 TEMPORARY SILT FENCE | | | 0010 206-51220 20.070 m3 | 40.00000 802.80| 67.54000 1355.53| 65.00000 1304.55 EXCAVATION, WET | | | 0011 207-07500 1258.000 m2 | 15.00000 18870.00| 17.18000 21612.44| 12.00000 15096.00 SUBGRADE TREATMENT, TYPE C | | | 0012 207-07503 2259.480 m2 | 1.00000 2259.48| 3.10000 7004.39| 0.75000 1694.61 SUBGRADE TREATMENT, TYPE E | | | 0013 211-07454 235.600 m3 | 75.00000 17670.00| 40.55000 9553.58| 55.00000 12958.00 STRUCTURE BACKFILL | | | 0014 303-01180 1880.230 Mg | 25.00000 47005.75| 12.36000 23239.64| 17.00000 31963.91 COMPACTED AGGREGATE, NO. 53 | | | 0015 402-07432 203.350 Mg | 55.00000 11184.25| 58.71000 11938.68| 55.00000 11184.25 HMA TYPE A, SURFACE | | | 0016 402-07433 274.800 Mg | 54.00000 14839.20| 61.29000 16842.49| 55.00000 15114.00 HMA TYPE B, SURFACE | | | 0017 402-07435 616.420 Mg | 42.00000 25889.64| 39.66000 24447.22| 40.00000 24656.80 HMA TYPE A, INTERMEDIATE | | | 0018 402-07438 465.140 Mg | 45.00000 20931.30| 40.17000 18684.67| 41.00000 19070.74 HMA TYPE B, INTERMEDIATE | | | 0019 402-07441 927.880 Mg | 40.00000 37115.20| 41.20000 38228.66| 42.00000 38970.96 HMA TYPE B, BASE | | | 0020 404-05511 690.368 m2 | 4.00000 2761.47| 4.12000 2844.32| 2.00000 1380.74 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 200 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,916.10 ROUTE : STATE ROAD 9 CALL ORDER : 200 CONTRACT ID : R -26482-A COUNTIES : SHELBY LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1315965 |(6) 35-1128289 |AMERICAN CONTRACTING & SERVI|FOX CONTRACTORS CORP. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05518 2877.340 m2 | 0.60000 1726.40| 0.52000 1496.22| 0.50000 1438.67 ASPHALT FOR PRIME COAT | | | 0022 406-05521 7349.330 m2 | 0.10000 734.93| 0.04000 293.97| 0.04000 293.97 ASPHALT FOR TACK COAT | | | 0023 601-01269 4.000 EACH| 650.00000 2600.00| 1236.00000 4944.00| 650.00000 2600.00 GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY PIPE AND APPROACHES | | | 0024 601-02206 60.960 m | 35.00000 2133.60| 36.05000 2197.61| 35.00000 2133.60 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0026 601-94689 4.000 EACH| 2100.00000 8400.00| 1957.00000 7828.00| 2400.00000 9600.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 226.700 m | 30.00000 6801.00| 29.87000 6771.53| 30.00000 6801.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-07486 8.180 Mg | 110.00000 899.80| 160.42000 1312.24| 90.00000 736.20 HMA FOR APPROACHES, TYPE A | | | 0029 611-06497 3.000 EACH| 175.00000 525.00| 201.86000 605.58| 165.00000 495.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 616-02320 121.600 m2 | 3.00000 364.80| 3.09000 375.74| 4.00000 486.40 GEOTEXTILES | | | 0031 616-05688 535.300 Mg | 30.00000 16059.00| 30.27000 16203.53| 45.00000 24088.50 RIPRAP, CLASS 1 | | | 0032 616-06405 24.300 Mg | 40.00000 972.00| 34.17000 830.33| 40.00000 972.00 RIPRAP, REVETMENT | | | 0033 621-01004 1.000 EACH| 300.00000 300.00| 293.55000 293.55| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 0.612 Mg | 375.00000 229.50| 362.56000 221.89| 355.00000 217.26 FERTILIZER | | | 0035 621-06553 64.450 kg | 7.00000 451.15| 6.23000 401.52| 6.50000 418.93 SEED MIXTURE, R | | | 0036 621-06557 30.762 kg | 9.00000 276.86| 9.06000 278.70| 9.50000 292.24 SEED MIXTURE, T | | | 0037 621-06565 3.060 Mg | 525.00000 1606.50| 515.00000 1575.90| 535.00000 1637.10 MULCHING MATERIAL | | | 0038 621-06574 24.547 m2 | 34.00000 834.60| 34.51000 847.12| 35.00000 859.15 SODDING | | | 0039 713-51335 LUMP| 65000.00000 65000.00| 103130.00000 103130.00| 120528.10000 120528.10 TEMPORARY BRIDGE AND APPROACHES | | | 0040 723-06660 15.500 m2 | 1000.00000 15500.00| 352.19000 5458.95| 475.00000 7362.50 WINGWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 200 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,916.10 ROUTE : STATE ROAD 9 CALL ORDER : 200 CONTRACT ID : R -26482-A COUNTIES : SHELBY LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1315965 |(6) 35-1128289 |AMERICAN CONTRACTING & SERVI|FOX CONTRACTORS CORP. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 723-06927 20.500 m | 4300.00000 88150.00| 4030.13000 82617.67| 3600.00000 73800.00 STRUCTURE, PRECAST THREE-SIDED, , 4260 | | | mm X 1800 mm | | | 0042 801-04308 2.000 EACH| 140.00000 280.00| 113.30000 226.60| 120.00000 240.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06203 1710.000 m | 0.35000 598.50| 0.57000 974.70| 0.55000 940.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06605 6.000 EACH| 70.00000 420.00| 66.95000 401.70| 70.00000 420.00 BARRICADE, IIIA | | | 0045 801-06640 22.000 EACH| 50.00000 1100.00| 51.50000 1133.00| 52.00000 1144.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 4.000 EACH| 95.00000 380.00| 25.75000 103.00| 26.00000 104.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 9000.00000 9000.00| 1854.00000 1854.00| 6500.00000 6500.00 MAINTAINING TRAFFIC | | | 0048 808-06703 848.000 m | 0.90000 763.20| 1.11000 941.28| 1.10000 932.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0049 808-06716 530.130 m | 0.90000 477.12| 1.52000 805.80| 1.50000 795.20 LINE, REMOVE | | | 0050 808-75240 106.000 m | 0.90000 95.40| 1.18000 125.08| 1.25000 132.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0051 808-75245 424.000 m | 0.90000 381.60| 1.18000 500.32| 1.25000 530.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0052 808-75996 22.000 EACH| 30.00000 660.00| 10.17000 223.74| 10.00000 220.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0053 808-75998 22.000 EACH| 31.00000 682.00| 48.93000 1076.46| 50.00000 1100.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 496,919.83| $ 515,168.52| $ 520,616.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 496,919.83| $ 515,168.52| $ 520,616.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 200 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,916.10 ROUTE : STATE ROAD 9 CALL ORDER : 200 CONTRACT ID : R -26482-A COUNTIES : SHELBY LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 | | |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 REPLACEMENTS | | | 0001 105-06845 LUMP| 15818.00000 15818.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1611.39000 9668.34| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 21070.00000 21070.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 18111.00000 18111.00| | PRESENT STRUCTURE, REMOVE | | | 0005 202-60820 1044.000 m2 | 2.71000 2829.24| | SURFACE MILLING, ASPHALT | | | 0006 203-02000 465.132 m3 | 20.13000 9363.11| | EXCAVATION, COMMON | | | 0007 203-02070 190.394 m3 | 38.44000 7318.75| | BORROW | | | 0008 205-04931 5.000 EACH| 1307.02000 6535.10| | SEDIMENT TRAP | | | 0009 205-06937 395.000 m | 6.35000 2508.25| | TEMPORARY SILT FENCE | | | 0010 206-51220 20.070 m3 | 14.16000 284.19| | EXCAVATION, WET | | | 0011 207-07500 1258.000 m2 | 15.77000 19838.66| | SUBGRADE TREATMENT, TYPE C | | | 0012 207-07503 2259.480 m2 | 7.52000 16991.29| | SUBGRADE TREATMENT, TYPE E | | | 0013 211-07454 235.600 m3 | 31.81000 7494.44| | STRUCTURE BACKFILL | | | 0014 303-01180 1880.230 Mg | 18.31000 34427.01| | COMPACTED AGGREGATE, NO. 53 | | | 0015 402-07432 203.350 Mg | 54.48000 11078.51| | HMA TYPE A, SURFACE | | | 0016 402-07433 274.800 Mg | 53.95000 14825.46| | HMA TYPE B, SURFACE | | | 0017 402-07435 616.420 Mg | 45.41000 27991.63| | HMA TYPE A, INTERMEDIATE | | | 0018 402-07438 465.140 Mg | 44.97000 20917.35| | HMA TYPE B, INTERMEDIATE | | | 0019 402-07441 927.880 Mg | 43.92000 40752.49| | HMA TYPE B, BASE | | | 0020 404-05511 690.368 m2 | 2.69000 1857.09| | SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 200 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,916.10 ROUTE : STATE ROAD 9 CALL ORDER : 200 CONTRACT ID : R -26482-A COUNTIES : SHELBY LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 | | |HENDERSON, H.E., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05518 2877.340 m2 | 0.58000 1668.86| | ASPHALT FOR PRIME COAT | | | 0022 406-05521 7349.330 m2 | 0.08000 587.95| | ASPHALT FOR TACK COAT | | | 0023 601-01269 4.000 EACH| 656.25000 2625.00| | GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY PIPE AND APPROACHES | | | 0024 601-02206 60.960 m | 35.70000 2176.27| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0026 601-94689 4.000 EACH| 2021.25000 8085.00| | GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 226.700 m | 30.24000 6855.41| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-07486 8.180 Mg | 112.68000 921.72| | HMA FOR APPROACHES, TYPE A | | | 0029 611-06497 3.000 EACH| 173.25000 519.75| | MAILBOX ASSEMBLY, SINGLE | | | 0030 616-02320 121.600 m2 | 2.70000 328.32| | GEOTEXTILES | | | 0031 616-05688 535.300 Mg | 39.31000 21042.64| | RIPRAP, CLASS 1 | | | 0032 616-06405 24.300 Mg | 22.55000 547.97| | RIPRAP, REVETMENT | | | 0033 621-01004 1.000 EACH| 299.25000 299.25| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 0.612 Mg | 369.60000 226.20| | FERTILIZER | | | 0035 621-06553 64.450 kg | 6.35000 409.26| | SEED MIXTURE, R | | | 0036 621-06557 30.762 kg | 9.24000 284.24| | SEED MIXTURE, T | | | 0037 621-06565 3.060 Mg | 525.00000 1606.50| | MULCHING MATERIAL | | | 0038 621-06574 24.547 m2 | 35.18000 863.56| | SODDING | | | 0039 713-51335 LUMP| 69637.70000 69637.70| | TEMPORARY BRIDGE AND APPROACHES | | | 0040 723-06660 15.500 m2 | 748.81000 11606.56| | WINGWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 200 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 687,916.10 ROUTE : STATE ROAD 9 CALL ORDER : 200 CONTRACT ID : R -26482-A COUNTIES : SHELBY LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 | | |HENDERSON, H.E., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 723-06927 20.500 m | 6528.01000 133824.21| | STRUCTURE, PRECAST THREE-SIDED, , 4260 | | | mm X 1800 mm | | | 0042 801-04308 2.000 EACH| 115.50000 231.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06203 1710.000 m | 0.58000 991.80| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06605 6.000 EACH| 68.25000 409.50| | BARRICADE, IIIA | | | 0045 801-06640 22.000 EACH| 52.50000 1155.00| | CONSTRUCTION SIGN, A | | | 0046 801-06645 4.000 EACH| 26.25000 105.00| | CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 21829.00000 21829.00| | MAINTAINING TRAFFIC | | | 0048 808-06703 848.000 m | 1.13000 958.24| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0049 808-06716 530.130 m | 1.55000 821.70| | LINE, REMOVE | | | 0050 808-75240 106.000 m | 1.21000 128.26| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0051 808-75245 424.000 m | 1.21000 513.04| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0052 808-75996 22.000 EACH| 21.00000 462.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0053 808-75998 22.000 EACH| 49.88000 1097.36| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 582,498.18| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 582,498.18| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/31/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 99200051 9920060 9920058 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING, INC. $ 8,467,283.49 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 8,497,035.96 100.3513% 3 35-1065659 BROOKS CONSTRUCTION $ 8,515,284.41 100.5668% 4 34-4456871 MILLER BROS. CONSTR., INC. $ 8,822,617.23 104.1965% 5 36-2231526 WALSH CONSTR CO OF ILL $ 9,079,000.00 107.2244% 6 35-1489621 HRP CONSTRUCTION, INC. $ 9,137,568.46 107.9161% 7 35-1875662 CRIDER & CRIDER, INC. $ 9,638,234.30 113.8291% ==================================================================================================================================== |(1) 35-1185040 |(2) 35-0918397 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 75000.00000 75000.00| 87600.00000 87600.00| 81300.00000 81300.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 17.000 MOS | 1100.00000 18700.00| 1700.00000 28900.00| 2000.00000 34000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 248000.00000 248000.00| 174500.00000 174500.00| 403000.00000 403000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 105000.00000 105000.00| 52850.00000 52850.00| 60000.00000 60000.00 CLEARING RIGHT OF WAY | | | 0005 202-01261 10.000 EACH| 170.00000 1700.00| 105.00000 1050.00| 40.00000 400.00 TESTING FOR ASBESTOS | | | 0006 202-03000 LUMP| 6500.00000 6500.00| 6145.00000 6145.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0007 202-03000 LUMP| 4500.00000 4500.00| 4095.00000 4095.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0008 202-60820 602.000 m2 | 4.50000 2709.00| 7.00000 4214.00| 7.50000 4515.00 SURFACE MILLING, ASPHALT | | | 0009 202-94793 369.000 m | 12.20000 4501.80| 53.00000 19557.00| 42.00000 15498.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0010 202-95027 1.000 EACH| 2500.00000 2500.00| 820.00000 820.00| 830.00000 830.00 IMPACT ATTENUATOR, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-0918397 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 203-02000 250667.000 m3 | 5.00000 1253335.00| 5.75000 1441335.25| 3.82000 957547.94 EXCAVATION, COMMON | | | 0012 205-06930 7.000 Mg | 97.00000 679.00| 50.00000 350.00| 80.00000 560.00 SPLASHPAD, RIPRAP | | | 0013 205-06931 967.200 Mg | 29.00000 28048.80| 27.00000 26114.40| 26.00000 25147.20 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06932 62.000 m | 20.00000 1240.00| 19.75000 1224.50| 10.00000 620.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06936 453.000 Mg | 23.00000 10419.00| 30.00000 13590.00| 26.00000 11778.00 TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 1092.000 m | 4.00000 4368.00| 3.90000 4258.80| 3.50000 3822.00 TEMPORARY SILT FENCE | | | 0018 205-06938 45.000 m | 25.00000 1125.00| 32.00000 1440.00| 22.00000 990.00 TEMPORARY SLOPE DRAIN | | | 0019 206-51230 69.000 m3 | 34.00000 2346.00| 33.43000 2306.67| 32.00000 2208.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 207-07498 32170.000 m2 | 1.75000 56297.50| 3.50000 112595.00| 3.50000 112595.00 SUBGRADE TREATMENT, TYPE A | | | 0021 207-07502 3260.000 m2 | 1.75000 5705.00| 3.00000 9780.00| 3.50000 11410.00 SUBGRADE TREATMENT, TYPE D | | | 0022 211-02050 401.000 m3 | 18.00000 7218.00| 18.00000 7218.00| 17.00000 6817.00 B BORROW | | | 0024 211-06467 38.000 m3 | 160.00000 6080.00| 58.04000 2205.52| 80.00000 3040.00 AGGREGATE FOR END BENT BACKFILL | | | 0025 211-07454 3940.300 m3 | 15.00000 59104.50| 16.89000 66551.67| 23.23000 91533.17 STRUCTURE BACKFILL | | | 0026 301-07448 30974.300 Mg | 12.00000 371691.60| 14.00000 433640.20| 10.60000 328327.58 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 401-06264 LUMP| 6800.00000 6800.00| 5500.00000 5500.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0029 401-07320 3482.000 Mg | 36.90000 128485.80| 34.36000 119641.52| 37.00000 128834.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0030 401-07333 1549.000 Mg | 42.90000 66452.10| 36.84000 57065.16| 37.50000 58087.50 QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0031 401-07334 6856.000 Mg | 42.30000 290008.80| 35.51000 243456.56| 34.75000 238246.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0032 401-07402 2595.000 Mg | 33.90000 87970.50| 32.96000 85531.20| 32.25000 83688.75 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0033 401-07403 23023.000 Mg | 33.40000 768968.20| 29.99000 690459.77| 31.25000 719468.75 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0034 401-07406 11701.000 Mg | 30.00000 351030.00| 28.47000 333127.47| 29.50000 345179.50 QC/QA-HMA, 1, 64, BASE, 25 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-0918397 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 401-07417 7378.000 Mg | 33.00000 243474.00| 29.81000 219938.18| 32.00000 236096.00 QC/QA-HMA, 2, 76, BASE, 25.0 mm | | | 0036 401-07418 24105.000 Mg | 33.00000 795465.00| 30.98000 746772.90| 30.50000 735202.50 QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0037 401-07430 13773.000 Mg | 33.00000 454509.00| 10.00000 137730.00| 38.25000 526817.25 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0038 402-07432 460.000 Mg | 46.75000 21505.00| 37.22000 17121.20| 38.50000 17710.00 HMA TYPE A, SURFACE | | | 0039 402-07435 737.000 Mg | 35.00000 25795.00| 32.02000 23598.74| 32.50000 23952.50 HMA TYPE A, INTERMEDIATE | | | 0040 402-07440 560.000 Mg | 37.50000 21000.00| 32.68000 18300.80| 31.00000 17360.00 HMA TYPE A, BASE | | | 0041 402-07453 1360.000 Mg | 34.90000 47464.00| 39.12000 53203.20| 35.00000 47600.00 HMA FOR TEMPORARY PAVEMENT | | | 0042 404-05511 5951.400 m2 | 1.50000 8927.10| 1.39000 8272.45| 1.85000 11010.09 SEAL COAT, 2 | | | 0043 405-05517 88.300 Mg | 230.00000 20309.00| 250.00000 22075.00| 290.00000 25607.00 ASPHALT FOR PRIME COAT | | | 0044 406-05520 95.000 Mg | 210.00000 19950.00| 300.00000 28500.00| 270.00000 25650.00 ASPHALT FOR TACK COAT | | | 0045 601-01522 4.000 EACH| 1200.00000 4800.00| 1150.00000 4600.00| 1175.00000 4700.00 GUARDRAIL TRANSITION TYPE TGB | | | 0046 601-04746 1.000 EACH| 7500.00000 7500.00| 5600.00000 5600.00| 7250.00000 7250.00 ENERGY ABSORBING TERMINAL, CZ ,TL-2 | | | 0047 601-06037 4.000 EACH| 700.00000 2800.00| 450.00000 1800.00| 695.00000 2780.00 GUARDRAIL END TREATMENT, I | | | 0048 601-06228 6.000 EACH| 55000.00000 330000.00| 54250.00000 325500.00| 57000.00000 342000.00 IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0049 601-99105 281.940 m | 38.50000 10854.69| 28.50000 8035.29| 37.00000 10431.78 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0050 602-02476 2776.000 m | 86.80000 240956.80| 117.00000 324792.00| 131.60000 365321.60 BARRIER, CONCRETE, MODIFIED | | | 0051 602-06032 2148.000 m | 86.80000 186446.40| 107.00000 229836.00| 103.10000 221458.80 BARRIER, MEDIAN, CONCRETE | | | 0052 602-06729 834.000 EACH| 7.30000 6088.20| 5.00000 4170.00| 5.00000 4170.00 BARRIER DELINEATOR | | | 0053 603-06040 11087.000 m | 9.20000 102000.40| 11.50000 127500.50| 8.84000 98009.08 FENCE, FARM FIELD, 1190 mm | | | 0054 603-96042 2.000 EACH| 1100.00000 2200.00| 900.00000 1800.00| 980.00000 1960.00 FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0055 603-97461 149.000 m | 14.85000 2212.65| 7.00000 1043.00| 14.25000 2123.25 TEMPORARY FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-0918397 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 610-06257 162.000 m2 | 62.00000 10044.00| 65.60000 10627.20| 56.00000 9072.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0057 610-07486 412.200 Mg | 53.00000 21846.60| 56.40000 23248.08| 46.00000 18961.20 HMA FOR APPROACHES, TYPE A | | | 0058 611-05330 122.000 m2 | 36.00000 4392.00| 43.00000 5246.00| 37.00000 4514.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0059 611-06497 5.000 EACH| 130.00000 650.00| 130.00000 650.00| 125.00000 625.00 MAILBOX ASSEMBLY, SINGLE | | | 0060 611-95023 2.000 EACH| 156.00000 312.00| 130.00000 260.00| 160.00000 320.00 MAILBOX ASSEMBLY, RESET | | | 0061 615-06490 38.000 EACH| 115.00000 4370.00| 110.00000 4180.00| 110.00000 4180.00 RIGHT OF WAY MARKER | | | 0062 615-06505 22.000 EACH| 400.00000 8800.00| 390.00000 8580.00| 390.00000 8580.00 MONUMENT, B | | | 0063 615-06510 1.000 EACH| 300.00000 300.00| 290.00000 290.00| 290.00000 290.00 MONUMENT, C | | | 0064 615-06515 13.000 EACH| 94.00000 1222.00| 90.00000 1170.00| 90.00000 1170.00 MONUMENT, D | | | 0065 615-06527 6.000 EACH| 300.00000 1800.00| 290.00000 1740.00| 290.00000 1740.00 MONUMENT, SECTION CORNER | | | 0066 616-02320 4130.000 m2 | 3.50000 14455.00| 3.60000 14868.00| 1.65000 6814.50 GEOTEXTILES | | | 0067 616-05688 288.400 Mg | 46.40000 13381.76| 50.00000 14420.00| 55.00000 15862.00 RIPRAP, CLASS 1 | | | 0068 616-06405 2156.600 Mg | 32.00000 69011.20| 34.00000 73324.40| 27.00000 58228.20 RIPRAP, REVETMENT | | | 0069 616-51367 173.000 m2 | 56.00000 9688.00| 97.41000 16851.93| 56.00000 9688.00 SLOPEWALL, CONCRETE, 100 mm | | | 0070 621-01004 4.000 EACH| 650.00000 2600.00| 625.00000 2500.00| 250.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0071 621-02363 14000.000 m2 | 0.21000 2940.00| 0.20000 2800.00| 0.32000 4480.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0072 621-03787 20.900 kg | 105.00000 2194.50| 100.00000 2090.00| 68.00000 1421.20 SEED MIXTURE, D | | | 0073 621-04258 69.000 kg | 82.00000 5658.00| 78.75000 5433.75| 32.00000 2208.00 SEED MIXTURE , SLOPE | | | 0074 621-04258 340.000 kg | 52.00000 17680.00| 50.00000 17000.00| 54.00000 18360.00 SEED MIXTURE , WET TO MESIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-0918397 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 621-06545 12.800 Mg | 216.00000 2764.80| 208.00000 2662.40| 540.00000 6912.00 FERTILIZER | | | 0076 621-06548 70.000 kg | 45.75000 3202.50| 44.00000 3080.00| 55.00000 3850.00 SEED MIXTURE, CV | | | 0077 621-06553 2419.000 kg | 10.75000 26004.25| 10.37000 25085.03| 6.00000 14514.00 SEED MIXTURE, R | | | 0078 621-06557 540.000 kg | 2.80000 1512.00| 2.70000 1458.00| 4.50000 2430.00 SEED MIXTURE, T | | | 0079 621-06565 71.300 Mg | 250.00000 17825.00| 240.00000 17112.00| 409.00000 29161.70 MULCHING MATERIAL | | | 0080 621-06567 216.000 kL | 0.55000 118.80| 0.55000 118.80| 0.50000 108.00 WATER | | | 0081 621-06574 12785.500 m2 | 3.00000 38356.50| 2.95000 37717.23| 2.85000 36438.68 SODDING | | | 0082 622-05606 2765.000 EACH| 2.85000 7880.25| 2.75000 7603.75| 2.85000 7880.25 PLANT, AQUATIC | | | 0083 622-05655 3965.000 EACH| 2.60000 10309.00| 2.50000 9912.50| 2.55000 10110.75 PLANT, ROOT, TUBER, CORM, BULB | | | 0084 622-52436 26.000 EACH| 48.00000 1248.00| 25.00000 650.00| 22.00000 572.00 SIGN, DO NOT MOW OR SPRAY | | | 0085 622-91786 11200.000 EACH| 3.00000 33600.00| 3.15000 35280.00| 2.75000 30800.00 SEEDLING | | | 0086 624-92647 14.600 ha | 250.00000 3650.00| 245.00000 3577.00| 600.00000 8760.00 HERBICIDE TREATMENT | | | 0087 701-01849 643.000 m | 94.00000 60442.00| 57.42000 36921.06| 124.00000 79732.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0088 702-51005 39.700 m3 | 730.00000 28981.00| 1241.72000 49296.28| 502.00000 19929.40 CONCRETE, A, SUBSTRUCTURE | | | 0089 702-51015 21.900 m3 | 300.00000 6570.00| 1050.00000 22995.00| 267.00000 5847.30 CONCRETE, B, FOOTINGS | | | 0090 703-51030 3570.000 kg | 1.55000 5533.50| 1.05000 3748.50| 1.20000 4284.00 REINFORCING STEEL | | | 0091 703-51032 34506.000 kg | 1.40000 48308.40| 1.11000 38301.66| 1.30000 44857.80 REINFORCING STEEL, EPOXY COATED | | | 0092 704-51002 210.600 m3 | 460.00000 96876.00| 865.00000 182169.00| 567.00000 119410.20 CONCRETE, C, SUPERSTRUCTURE | | | 0093 706-05732 4.000 EACH| 1000.00000 4000.00| 1573.99000 6295.96| 50.00000 200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0094 706-51020 24.900 m3 | 655.00000 16309.50| 886.98000 22085.80| 678.00000 16882.20 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-0918397 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 707-05984 365.000 m | 260.00000 94900.00| 421.46000 153832.90| 330.00000 120450.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0096 709-51821 LUMP| 4600.00000 4600.00| 4960.00000 4960.00| 4960.00000 4960.00 SURFACE SEAL STRUCTURE NO. 3 | | | 0097 715-02628 8.000 EACH| 260.00000 2080.00| 292.00000 2336.00| 340.00000 2720.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0098 715-05019 99.000 m | 180.00000 17820.00| 202.00000 19998.00| 160.00000 15840.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0099 715-05048 10542.900 m | 9.80000 103320.42| 10.00000 105429.00| 11.00000 115971.90 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0100 715-05053 1131.000 m | 36.00000 40716.00| 16.00000 18096.00| 33.00000 37323.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0101 715-05119 110.000 m | 56.00000 6160.00| 66.00000 7260.00| 81.00000 8910.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0102 715-05124 11.500 m | 123.00000 1414.50| 134.00000 1541.00| 119.00000 1368.50 PIPE, TYPE 1, CIRCULAR, 675 mm | | | 0103 715-05128 96.000 m | 230.00000 22080.00| 231.00000 22176.00| 239.00000 22944.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0104 715-05129 51.500 m | 330.00000 16995.00| 406.00000 20909.00| 283.00000 14574.50 PIPE, TYPE 1, CIRCULAR, 1350 mm | | | 0105 715-05133 62.000 m | 335.00000 20770.00| 432.00000 26784.00| 329.00000 20398.00 PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0106 715-05149 224.800 m | 69.00000 15511.20| 68.00000 15286.40| 80.00000 17984.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0107 715-05151 18.600 m | 122.00000 2269.20| 73.00000 1357.80| 92.00000 1711.20 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0108 715-05169 180.500 m | 63.34000 11432.87| 74.00000 13357.00| 92.00000 16606.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0109 715-05171 21.000 m | 115.00000 2415.00| 94.00000 1974.00| 92.00000 1932.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0110 715-05177 26.700 m | 190.00000 5073.00| 158.00000 4218.60| 163.00000 4352.10 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0111 715-05217 162.000 m | 56.00000 9072.00| 74.00000 11988.00| 80.00000 12960.00 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0112 715-05248 30.500 m | 410.00000 12505.00| 525.00000 16012.50| 570.00000 17385.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.55 | | | m2 | | | 0113 715-05407 36.000 m | 52.00000 1872.00| 40.00000 1440.00| 28.00000 1008.00 PIPE, END BENT DRAIN, 150 mm | | | 0114 715-05422 28.500 m | 250.00000 7125.00| 382.00000 10887.00| 488.00000 13908.00 PIPE, SLOTTED DRAIN, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-0918397 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 715-05841 2.000 EACH| 890.00000 1780.00| 839.00000 1678.00| 1157.00000 2314.00 CONCRETE ANCHOR, 1500 mm | | | 0116 715-06004 4.000 EACH| 780.00000 3120.00| 729.00000 2916.00| 1000.00000 4000.00 CONCRETE ANCHOR, 1200 mm | | | 0117 715-06492 2.000 EACH| 890.00000 1780.00| 757.00000 1514.00| 1090.00000 2180.00 CONCRETE ANCHOR, 1350 mm | | | 0118 715-07303 2.000 EACH| 780.00000 1560.00| 773.00000 1546.00| 1750.00000 3500.00 CONCRETE ANCHOR, MIN. AREA 1.55 m2 | | | 0119 715-46000 17.000 EACH| 215.00000 3655.00| 159.00000 2703.00| 385.00000 6545.00 PIPE END SECTION, 300 mm | | | 0120 715-46005 17.000 EACH| 215.00000 3655.00| 208.00000 3536.00| 285.00000 4845.00 PIPE END SECTION, 375 mm | | | 0121 715-46010 2.000 EACH| 215.00000 430.00| 271.00000 542.00| 500.00000 1000.00 PIPE END SECTION, 450 mm | | | 0122 715-46025 2.000 EACH| 270.00000 540.00| 609.00000 1218.00| 985.00000 1970.00 PIPE END SECTION, 675 mm | | | 0123 715-46040 8.000 EACH| 470.00000 3760.00| 637.00000 5096.00| 1050.00000 8400.00 PIPE END SECTION, 900 mm | | | 0124 718-06528 67.000 EACH| 220.00000 14740.00| 589.00000 39463.00| 270.00000 18090.00 OUTLET PROTECTOR, 1 | | | 0125 718-06529 3.000 EACH| 350.00000 1050.00| 444.00000 1332.00| 300.00000 900.00 OUTLET PROTECTOR, 2 | | | 0126 718-06531 2.000 EACH| 590.00000 1180.00| 486.00000 972.00| 415.00000 830.00 OUTLET PROTECTOR, 3 | | | 0127 718-06532 2000.000 m | 3.00000 6000.00| 1.65000 3300.00| 3.00000 6000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0128 718-52610 2034.200 m3 | 31.00000 63060.20| 34.00000 69162.80| 39.00000 79333.80 AGGREGATE FOR UNDERDRAINS | | | 0130 720-94906 13.000 EACH| 1200.00000 15600.00| 1814.00000 23582.00| 1720.00000 22360.00 INLET, X5 | | | 0131 720-96031 8.000 EACH| 1350.00000 10800.00| 1930.00000 15440.00| 1870.00000 14960.00 INLET, X5, MODIFIED | | | 0132 723-06660 109.800 m2 | 304.00000 33379.20| 386.62000 42450.88| 553.00000 60719.40 WINGWALL | | | 0133 723-06912 61.000 m | 4300.00000 262300.00| 3651.33000 222731.13| 3302.70000 201464.70 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 2400 mm | | | 0134 723-07111 31.700 m | 3600.00000 114120.00| 3790.81000 120168.68| 3514.30000 111403.31 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 1830 mm | | | 0135 728-98377 LUMP| 5800.00000 5800.00| 6300.00000 6300.00| 6300.00000 6300.00 MASONRY COATING STRUCTURE NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-0918397 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0136 731-93945 176.000 m2 | 180.00000 31680.00| 187.12000 32933.12| 231.00000 40656.00 FACE PANELS, CONCRETE | | | 0137 731-93946 176.000 m2 | 68.00000 11968.00| 126.32000 22232.32| 284.00000 49984.00 WALL ERECTION | | | 0138 731-93947 50.000 m | 100.00000 5000.00| 109.69000 5484.50| 54.00000 2700.00 LEVELING PAD, CONCRETE | | | 0139 801-04308 5.000 EACH| 300.00000 1500.00| 290.00000 1450.00| 290.00000 1450.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0140 801-06198 120.000 DAY | 67.00000 8040.00| 415.00000 49800.00| 425.00000 51000.00 PATROLLER | | | 0141 801-06207 4870.000 m | 3.10000 15097.00| 2.70000 13149.00| 2.70000 13149.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0142 801-06577 14.000 m | 19.00000 266.00| 18.00000 252.00| 18.00000 252.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0143 801-06625 34.000 EACH| 124.00000 4216.00| 75.00000 2550.00| 75.00000 2550.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0144 801-06640 47.000 EACH| 200.00000 9400.00| 150.00000 7050.00| 150.00000 7050.00 CONSTRUCTION SIGN, A | | | 0145 801-06645 4.000 EACH| 78.00000 312.00| 70.00000 280.00| 70.00000 280.00 CONSTRUCTION SIGN, B | | | 0146 801-06710 120.000 DAY | 16.00000 1920.00| 15.00000 1800.00| 15.00000 1800.00 FLASHING ARROW SIGN | | | 0147 801-06775 LUMP| 50000.00000 50000.00| 20700.00000 20700.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0148 801-07118 90.000 m | 110.00000 9900.00| 55.00000 4950.00| 55.00000 4950.00 BARRICADE, III-A | | | 0149 801-07119 79.200 m | 110.00000 8712.00| 55.00000 4356.00| 55.00000 4356.00 BARRICADE, III-B | | | 0150 802-05701 112.300 m | 25.00000 2807.50| 20.90000 2347.07| 23.00000 2582.90 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0151 802-76025 18.681 m2 | 120.00000 2241.72| 137.79000 2574.05| 125.00000 2335.13 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0152 802-76035 20.910 m2 | 120.00000 2509.20| 140.40000 2935.76| 115.00000 2404.65 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0153 804-06770 2.000 EACH| 15.00000 30.00| 15.30000 30.60| 14.00000 28.00 DELINEATOR POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-0918397 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 805-01815 8.000 EACH| 1560.00000 12480.00| 1850.00000 14800.00| 1500.00000 12000.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0155 805-01842 19.000 EACH| 625.00000 11875.00| 600.00000 11400.00| 600.00000 11400.00 HANDHOLE, SIGNAL | | | 0156 805-01844 987.500 m | 15.80000 15602.50| 26.50000 26168.75| 15.25000 15059.38 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0157 805-01879 2.000 EACH| 500.00000 1000.00| 350.00000 700.00| 480.00000 960.00 SIGNAL SERVICE, INSTALL | | | 0158 805-02328 493.500 m | 0.40000 197.40| 0.30000 148.05| 0.40000 197.40 SIGNAL CABLE, 1C 14GA. | | | 0160 805-03793 2.000 EACH| 860.00000 1720.00| 890.00000 1780.00| 830.00000 1660.00 DETECTOR CARD RACK AND DETECTOR MODULES | | | 0161 805-04782 2.000 EACH| 27000.00000 54000.00| 27150.00000 54300.00| 28350.00000 56700.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0162 805-06834 2.000 EACH| 9200.00000 18400.00| 8780.00000 17560.00| 9850.00000 19700.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0163 805-06881 16.000 EACH| 670.00000 10720.00| 680.00000 10880.00| 660.00000 10560.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm, | | | RED LED, AMBER LED, GREEN LED | | | 0164 805-06882 4.000 EACH| 625.00000 2500.00| 590.00000 2360.00| 600.00000 2400.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm, | | | RED LED, AMBER LED ARROW, GREEN LED | | | ARROW | | | 0165 805-78415 2.000 EACH| 1300.00000 2600.00| 1450.00000 2900.00| 1320.00000 2640.00 SPAN, CATENARY, AND TETHER | | | 0166 805-78420 8.000 EACH| 175.00000 1400.00| 250.00000 2000.00| 170.00000 1360.00 DISCONNECT HANGER | | | 0167 805-78467 40.500 m | 4.75000 192.38| 4.00000 162.00| 4.60000 186.30 SIGNAL CABLE, 3C 8GA. | | | 0168 805-78480 481.000 m | 3.10000 1491.10| 2.60000 1250.60| 3.00000 1443.00 SIGNAL CABLE, 3C 14GA. | | | 0169 805-78485 274.000 m | 3.40000 931.60| 2.90000 794.60| 3.30000 904.20 SIGNAL CABLE, 5C 14GA. | | | 0170 805-78490 318.000 m | 3.85000 1224.30| 3.20000 1017.60| 3.70000 1176.60 SIGNAL CABLE, 7C 14GA. | | | 0171 805-78510 2072.000 m | 1.85000 3833.20| 2.70000 5594.40| 1.80000 3729.60 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0172 805-78785 7.000 EACH| 460.00000 3220.00| 380.00000 2660.00| 445.00000 3115.00 SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-0918397 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0173 805-78795 145.000 m | 16.00000 2320.00| 21.30000 3088.50| 15.50000 2247.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0174 805-78925 2.000 EACH| 640.00000 1280.00| 550.00000 1100.00| 620.00000 1240.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0175 805-81032 8.000 EACH| 1945.00000 15560.00| 2450.00000 19600.00| 1870.00000 14960.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0176 807-02784 4.000 EACH| 670.00000 2680.00| 780.00000 3120.00| 650.00000 2600.00 LUMINAIRE MAST ARM, 6.1 m | | | 0177 807-02785 4.000 EACH| 780.00000 3120.00| 820.00000 3280.00| 750.00000 3000.00 LUMINAIRE MAST ARM, 7.6 m | | | 0178 808-06701 2386.000 m | 0.90000 2147.40| 0.88000 2099.68| 0.88000 2099.68 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0179 808-06703 13074.000 m | 0.90000 11766.60| 0.88000 11505.12| 0.88000 11505.12 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0180 808-06713 3233.000 m | 0.30000 969.90| 0.30000 969.90| 0.30000 969.90 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0181 808-06714 3147.000 m | 0.30000 944.10| 0.30000 944.10| 0.30000 944.10 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0182 808-06726 7.000 m | 15.50000 108.50| 15.00000 105.00| 15.00000 105.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0183 808-75035 10.000 m | 15.50000 155.00| 15.00000 150.00| 15.00000 150.00 LINE, PAINT, SOLID, WHITE, 600 mm | | | 0184 808-75245 10509.000 m | 0.90000 9458.10| 0.88000 9247.92| 0.88000 9247.92 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0185 808-75278 277.000 m | 5.00000 1385.00| 5.00000 1385.00| 5.00000 1385.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0186 808-75290 115.000 m | 9.85000 1132.75| 9.50000 1092.50| 9.50000 1092.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0187 808-75297 143.000 m | 9.85000 1408.55| 9.50000 1358.50| 9.50000 1358.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0188 808-75320 18.000 EACH| 64.50000 1161.00| 62.00000 1116.00| 62.00000 1116.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0189 808-75325 18.000 EACH| 93.60000 1684.80| 90.00000 1620.00| 90.00000 1620.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-0918397 |(3) 35-1065659 |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 808-75998 635.000 EACH| 20.80000 13208.00| 19.00000 12065.00| 19.00000 12065.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0191 808-92027 1989.000 m | 2.85000 5668.65| 2.75000 5469.75| 2.75000 5469.75 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0192 805-97114 481.000 m | 0.25000 120.25| 4.60000 2212.60| 0.25000 120.25 CABLE, INTERCONNECT, 6 PAIR 19 | | | SECTION TOTALS | $ 8,467,283.49| $ 8,497,035.96| $ 8,515,284.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,467,283.49| $ 8,497,035.96| $ 8,515,284.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4456871 |(5) 36-2231526 |(6) 35-1489621 |MILLER BROS. CONSTR., INC. |WALSH CONSTR CO. OF ILL |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 148500.00000 148500.00| 218500.00000 218500.00| 150000.00000 150000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 17.000 MOS | 3200.00000 54400.00| 1700.00000 28900.00| 1500.00000 25500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 295000.00000 295000.00| 450000.00000 450000.00| 450000.00000 450000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 300000.00000 300000.00| 180000.00000 180000.00| 200000.00000 200000.00 CLEARING RIGHT OF WAY | | | 0005 202-01261 10.000 EACH| 105.00000 1050.00| 105.00000 1050.00| 200.00000 2000.00 TESTING FOR ASBESTOS | | | 0006 202-03000 LUMP| 8500.00000 8500.00| 12000.00000 12000.00| 7000.00000 7000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0007 202-03000 LUMP| 11000.00000 11000.00| 15000.00000 15000.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0008 202-60820 602.000 m2 | 5.00000 3010.00| 4.00000 2408.00| 3.00000 1806.00 SURFACE MILLING, ASPHALT | | | 0009 202-94793 369.000 m | 42.00000 15498.00| 28.00000 10332.00| 20.00000 7380.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0010 202-95027 1.000 EACH| 1230.00000 1230.00| 400.00000 400.00| 400.00000 400.00 IMPACT ATTENUATOR, REMOVE | | | 0011 203-02000 250667.000 m3 | 3.73000 934987.91| 6.00000 1504002.00| 5.00000 1253335.00 EXCAVATION, COMMON | | | 0012 205-06930 7.000 Mg | 230.00000 1610.00| 62.81000 439.67| 25.00000 175.00 SPLASHPAD, RIPRAP | | | 0013 205-06931 967.200 Mg | 26.00000 25147.20| 27.70000 26791.44| 40.00000 38688.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06932 62.000 m | 19.75000 1224.50| 19.75000 1224.50| 19.75000 1224.50 TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06936 453.000 Mg | 26.00000 11778.00| 9.10000 4122.30| 10.00000 4530.00 TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 1092.000 m | 4.00000 4368.00| 3.90000 4258.80| 3.90000 4258.80 TEMPORARY SILT FENCE | | | 0018 205-06938 45.000 m | 22.00000 990.00| 12.69000 571.05| 32.00000 1440.00 TEMPORARY SLOPE DRAIN | | | 0019 206-51230 69.000 m3 | 42.00000 2898.00| 20.00000 1380.00| 12.00000 828.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 207-07498 32170.000 m2 | 3.50000 112595.00| 2.50000 80425.00| 5.00000 160850.00 SUBGRADE TREATMENT, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4456871 |(5) 36-2231526 |(6) 35-1489621 |MILLER BROS. CONSTR., INC. |WALSH CONSTR CO. OF ILL |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 207-07502 3260.000 m2 | 3.50000 11410.00| 2.50000 8150.00| 5.00000 16300.00 SUBGRADE TREATMENT, TYPE D | | | 0022 211-02050 401.000 m3 | 17.00000 6817.00| 8.70000 3488.70| 10.00000 4010.00 B BORROW | | | 0024 211-06467 38.000 m3 | 80.00000 3040.00| 55.00000 2090.00| 25.00000 950.00 AGGREGATE FOR END BENT BACKFILL | | | 0025 211-07454 3940.300 m3 | 23.23000 91533.17| 12.00000 47283.60| 8.00000 31522.40 STRUCTURE BACKFILL | | | 0026 301-07448 30974.300 Mg | 12.15000 376337.75| 11.50000 356204.45| 12.00000 371691.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 401-06264 LUMP| 5508.22000 5508.22| 5508.22000 5508.22| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0029 401-07320 3482.000 Mg | 34.36000 119641.52| 35.00000 121870.00| 37.00000 128834.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0030 401-07333 1549.000 Mg | 36.84000 57065.16| 37.00000 57313.00| 37.50000 58087.50 QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0031 401-07334 6856.000 Mg | 35.51000 243456.56| 36.00000 246816.00| 34.75000 238246.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0032 401-07402 2595.000 Mg | 32.96000 85531.20| 33.00000 85635.00| 32.25000 83688.75 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0033 401-07403 23023.000 Mg | 29.99000 690459.77| 30.00000 690690.00| 31.25000 719468.75 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0034 401-07406 11701.000 Mg | 28.47000 333127.47| 29.00000 339329.00| 29.50000 345179.50 QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0035 401-07417 7378.000 Mg | 29.81000 219938.18| 30.00000 221340.00| 32.00000 236096.00 QC/QA-HMA, 2, 76, BASE, 25.0 mm | | | 0036 401-07418 24105.000 Mg | 30.98000 746772.90| 31.00000 747255.00| 30.50000 735202.50 QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0037 401-07430 13773.000 Mg | 31.02000 427238.46| 31.50000 433849.50| 38.25000 526817.25 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0038 402-07432 460.000 Mg | 37.22000 17121.20| 38.00000 17480.00| 38.50000 17710.00 HMA TYPE A, SURFACE | | | 0039 402-07435 737.000 Mg | 32.02000 23598.74| 33.00000 24321.00| 32.50000 23952.50 HMA TYPE A, INTERMEDIATE | | | 0040 402-07440 560.000 Mg | 32.68000 18300.80| 33.00000 18480.00| 31.00000 17360.00 HMA TYPE A, BASE | | | 0041 402-07453 1360.000 Mg | 39.12000 53203.20| 40.00000 54400.00| 35.00000 47600.00 HMA FOR TEMPORARY PAVEMENT | | | 0042 404-05511 5951.400 m2 | 1.39000 8272.45| 1.39000 8272.45| 1.85000 11010.09 SEAL COAT, 2 | | | 0043 405-05517 88.300 Mg | 385.50000 34039.65| 385.50000 34039.65| 290.00000 25607.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4456871 |(5) 36-2231526 |(6) 35-1489621 |MILLER BROS. CONSTR., INC. |WALSH CONSTR CO. OF ILL |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 406-05520 95.000 Mg | 455.61000 43282.95| 455.61000 43282.95| 270.00000 25650.00 ASPHALT FOR TACK COAT | | | 0045 601-01522 4.000 EACH| 1150.00000 4600.00| 1150.00000 4600.00| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0046 601-04746 1.000 EACH| 5600.00000 5600.00| 7000.00000 7000.00| 5600.00000 5600.00 ENERGY ABSORBING TERMINAL, CZ ,TL-2 | | | 0047 601-06037 4.000 EACH| 450.00000 1800.00| 450.00000 1800.00| 450.00000 1800.00 GUARDRAIL END TREATMENT, I | | | 0048 601-06228 6.000 EACH| 53400.00000 320400.00| 55000.00000 330000.00| 53400.00000 320400.00 IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0049 601-99105 281.940 m | 28.50000 8035.29| 28.50000 8035.29| 28.50000 8035.29 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0050 602-02476 2776.000 m | 152.00000 421952.00| 72.00000 199872.00| 130.00000 360880.00 BARRIER, CONCRETE, MODIFIED | | | 0051 602-06032 2148.000 m | 120.00000 257760.00| 62.00000 133176.00| 100.00000 214800.00 BARRIER, MEDIAN, CONCRETE | | | 0052 602-06729 834.000 EACH| 6.20000 5170.80| 6.20000 5170.80| 5.00000 4170.00 BARRIER DELINEATOR | | | 0053 603-06040 11087.000 m | 11.50000 127500.50| 8.84000 98009.08| 8.84000 98009.08 FENCE, FARM FIELD, 1190 mm | | | 0054 603-96042 2.000 EACH| 900.00000 1800.00| 980.00000 1960.00| 980.00000 1960.00 FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0055 603-97461 149.000 m | 7.00000 1043.00| 14.25000 2123.25| 14.25000 2123.25 TEMPORARY FENCE | | | 0056 610-06257 162.000 m2 | 56.00000 9072.00| 43.46000 7040.52| 56.00000 9072.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0057 610-07486 412.200 Mg | 56.40000 23248.08| 59.00000 24319.80| 46.00000 18961.20 HMA FOR APPROACHES, TYPE A | | | 0058 611-05330 122.000 m2 | 43.04000 5250.88| 37.00000 4514.00| 40.00000 4880.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0059 611-06497 5.000 EACH| 130.00000 650.00| 130.00000 650.00| 139.00000 695.00 MAILBOX ASSEMBLY, SINGLE | | | 0060 611-95023 2.000 EACH| 130.00000 260.00| 130.00000 260.00| 60.00000 120.00 MAILBOX ASSEMBLY, RESET | | | 0061 615-06490 38.000 EACH| 110.00000 4180.00| 110.00000 4180.00| 110.00000 4180.00 RIGHT OF WAY MARKER | | | 0062 615-06505 22.000 EACH| 390.00000 8580.00| 390.00000 8580.00| 390.00000 8580.00 MONUMENT, B | | | 0063 615-06510 1.000 EACH| 290.00000 290.00| 290.00000 290.00| 290.00000 290.00 MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4456871 |(5) 36-2231526 |(6) 35-1489621 |MILLER BROS. CONSTR., INC. |WALSH CONSTR CO. OF ILL |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 615-06515 13.000 EACH| 90.00000 1170.00| 90.00000 1170.00| 90.00000 1170.00 MONUMENT, D | | | 0065 615-06527 6.000 EACH| 290.00000 1740.00| 290.00000 1740.00| 290.00000 1740.00 MONUMENT, SECTION CORNER | | | 0066 616-02320 4130.000 m2 | 1.65000 6814.50| 0.99000 4088.70| 1.50000 6195.00 GEOTEXTILES | | | 0067 616-05688 288.400 Mg | 55.00000 15862.00| 39.00000 11247.60| 45.00000 12978.00 RIPRAP, CLASS 1 | | | 0068 616-06405 2156.600 Mg | 27.00000 58228.20| 29.00000 62541.40| 24.00000 51758.40 RIPRAP, REVETMENT | | | 0069 616-51367 173.000 m2 | 56.00000 9688.00| 56.00000 9688.00| 56.00000 9688.00 SLOPEWALL, CONCRETE, 100 mm | | | 0070 621-01004 4.000 EACH| 625.00000 2500.00| 625.00000 2500.00| 625.00000 2500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0071 621-02363 14000.000 m2 | 0.20000 2800.00| 0.20000 2800.00| 0.20000 2800.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0072 621-03787 20.900 kg | 100.00000 2090.00| 100.00000 2090.00| 100.00000 2090.00 SEED MIXTURE, D | | | 0073 621-04258 69.000 kg | 78.75000 5433.75| 78.75000 5433.75| 78.75000 5433.75 SEED MIXTURE , SLOPE | | | 0074 621-04258 340.000 kg | 50.00000 17000.00| 50.00000 17000.00| 50.00000 17000.00 SEED MIXTURE , WET TO MESIC | | | 0075 621-06545 12.800 Mg | 208.00000 2662.40| 208.00000 2662.40| 208.00000 2662.40 FERTILIZER | | | 0076 621-06548 70.000 kg | 44.00000 3080.00| 44.00000 3080.00| 44.00000 3080.00 SEED MIXTURE, CV | | | 0077 621-06553 2419.000 kg | 10.37000 25085.03| 10.37000 25085.03| 10.37000 25085.03 SEED MIXTURE, R | | | 0078 621-06557 540.000 kg | 2.70000 1458.00| 2.70000 1458.00| 2.70000 1458.00 SEED MIXTURE, T | | | 0079 621-06565 71.300 Mg | 240.00000 17112.00| 240.00000 17112.00| 240.00000 17112.00 MULCHING MATERIAL | | | 0080 621-06567 216.000 kL | 0.55000 118.80| 0.55000 118.80| 0.55000 118.80 WATER | | | 0081 621-06574 12785.500 m2 | 2.95000 37717.23| 3.25000 41552.88| 2.95000 37717.23 SODDING | | | 0082 622-05606 2765.000 EACH| 2.75000 7603.75| 2.75000 7603.75| 2.75000 7603.75 PLANT, AQUATIC | | | 0083 622-05655 3965.000 EACH| 2.50000 9912.50| 2.50000 9912.50| 2.50000 9912.50 PLANT, ROOT, TUBER, CORM, BULB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4456871 |(5) 36-2231526 |(6) 35-1489621 |MILLER BROS. CONSTR., INC. |WALSH CONSTR CO. OF ILL |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 622-52436 26.000 EACH| 25.00000 650.00| 25.00000 650.00| 25.00000 650.00 SIGN, DO NOT MOW OR SPRAY | | | 0085 622-91786 11200.000 EACH| 3.15000 35280.00| 3.15000 35280.00| 3.15000 35280.00 SEEDLING | | | 0086 624-92647 14.600 ha | 245.00000 3577.00| 245.00000 3577.00| 245.00000 3577.00 HERBICIDE TREATMENT | | | 0087 701-01849 643.000 m | 124.00000 79732.00| 97.00000 62371.00| 124.00000 79732.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0088 702-51005 39.700 m3 | 502.00000 19929.40| 850.00000 33745.00| 502.00000 19929.40 CONCRETE, A, SUBSTRUCTURE | | | 0089 702-51015 21.900 m3 | 267.00000 5847.30| 450.00000 9855.00| 267.00000 5847.30 CONCRETE, B, FOOTINGS | | | 0090 703-51030 3570.000 kg | 1.20000 4284.00| 0.97000 3462.90| 1.20000 4284.00 REINFORCING STEEL | | | 0091 703-51032 34506.000 kg | 1.30000 44857.80| 1.10000 37956.60| 1.30000 44857.80 REINFORCING STEEL, EPOXY COATED | | | 0092 704-51002 210.600 m3 | 567.00000 119410.20| 750.00000 157950.00| 567.00000 119410.20 CONCRETE, C, SUPERSTRUCTURE | | | 0093 706-05732 4.000 EACH| 50.00000 200.00| 1600.00000 6400.00| 50.00000 200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0094 706-51020 24.900 m3 | 678.00000 16882.20| 725.00000 18052.50| 678.00000 16882.20 CONCRETE, C, RAILING | | | 0095 707-05984 365.000 m | 351.33000 128235.45| 350.00000 127750.00| 330.00000 120450.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0096 709-51821 LUMP| 5790.00000 5790.00| 4500.00000 4500.00| 4960.00000 4960.00 SURFACE SEAL STRUCTURE NO. 3 | | | 0097 715-02628 8.000 EACH| 340.00000 2720.00| 243.10000 1944.80| 970.00000 7760.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0098 715-05019 99.000 m | 160.00000 15840.00| 191.90000 18998.10| 140.00000 13860.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0099 715-05048 10542.900 m | 11.00000 115971.90| 7.72000 81391.19| 12.00000 126514.80 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0100 715-05053 1131.000 m | 33.00000 37323.00| 19.32000 21850.92| 17.00000 19227.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0101 715-05119 110.000 m | 81.00000 8910.00| 58.19000 6400.90| 57.00000 6270.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0102 715-05124 11.500 m | 119.00000 1368.50| 150.00000 1725.00| 86.00000 989.00 PIPE, TYPE 1, CIRCULAR, 675 mm | | | 0103 715-05128 96.000 m | 239.00000 22944.00| 250.00000 24000.00| 190.00000 18240.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4456871 |(5) 36-2231526 |(6) 35-1489621 |MILLER BROS. CONSTR., INC. |WALSH CONSTR CO. OF ILL |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 715-05129 51.500 m | 283.00000 14574.50| 350.00000 18025.00| 240.00000 12360.00 PIPE, TYPE 1, CIRCULAR, 1350 mm | | | 0105 715-05133 62.000 m | 329.00000 20398.00| 425.00000 26350.00| 330.00000 20460.00 PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0106 715-05149 224.800 m | 80.00000 17984.00| 60.43000 13584.66| 47.00000 10565.60 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0107 715-05151 18.600 m | 92.00000 1711.20| 73.80000 1372.68| 82.00000 1525.20 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0108 715-05169 180.500 m | 92.00000 16606.00| 61.96000 11183.78| 68.00000 12274.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0109 715-05171 21.000 m | 92.00000 1932.00| 74.32000 1560.72| 63.00000 1323.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0110 715-05177 26.700 m | 163.00000 4352.10| 216.21000 5772.81| 128.00000 3417.60 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0111 715-05217 162.000 m | 80.00000 12960.00| 52.11000 8441.82| 49.00000 7938.00 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0112 715-05248 30.500 m | 570.00000 17385.00| 475.00000 14487.50| 340.00000 10370.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.55 | | | m2 | | | 0113 715-05407 36.000 m | 28.00000 1008.00| 8.48000 305.28| 22.00000 792.00 PIPE, END BENT DRAIN, 150 mm | | | 0114 715-05422 28.500 m | 488.00000 13908.00| 260.43000 7422.26| 390.00000 11115.00 PIPE, SLOTTED DRAIN, 300 mm | | | 0115 715-05841 2.000 EACH| 1157.00000 2314.00| 709.11000 1418.22| 1200.00000 2400.00 CONCRETE ANCHOR, 1500 mm | | | 0116 715-06004 4.000 EACH| 1000.00000 4000.00| 610.27000 2441.08| 1000.00000 4000.00 CONCRETE ANCHOR, 1200 mm | | | 0117 715-06492 2.000 EACH| 1090.00000 2180.00| 872.18000 1744.36| 1100.00000 2200.00 CONCRETE ANCHOR, 1350 mm | | | 0118 715-07303 2.000 EACH| 1750.00000 3500.00| 700.00000 1400.00| 1400.00000 2800.00 CONCRETE ANCHOR, MIN. AREA 1.55 m2 | | | 0119 715-46000 17.000 EACH| 385.00000 6545.00| 152.36000 2590.12| 640.00000 10880.00 PIPE END SECTION, 300 mm | | | 0120 715-46005 17.000 EACH| 285.00000 4845.00| 164.14000 2790.38| 650.00000 11050.00 PIPE END SECTION, 375 mm | | | 0121 715-46010 2.000 EACH| 500.00000 1000.00| 185.10000 370.20| 790.00000 1580.00 PIPE END SECTION, 450 mm | | | 0122 715-46025 2.000 EACH| 985.00000 1970.00| 270.15000 540.30| 1030.00000 2060.00 PIPE END SECTION, 675 mm | | | 0123 715-46040 8.000 EACH| 1050.00000 8400.00| 455.85000 3646.80| 1380.00000 11040.00 PIPE END SECTION, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4456871 |(5) 36-2231526 |(6) 35-1489621 |MILLER BROS. CONSTR., INC. |WALSH CONSTR CO. OF ILL |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 718-06528 67.000 EACH| 270.00000 18090.00| 861.78000 57739.26| 780.00000 52260.00 OUTLET PROTECTOR, 1 | | | 0125 718-06529 3.000 EACH| 300.00000 900.00| 862.38000 2587.14| 785.00000 2355.00 OUTLET PROTECTOR, 2 | | | 0126 718-06531 2.000 EACH| 415.00000 830.00| 860.57000 1721.14| 795.00000 1590.00 OUTLET PROTECTOR, 3 | | | 0127 718-06532 2000.000 m | 3.00000 6000.00| 3.00000 6000.00| 2.00000 4000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0128 718-52610 2034.200 m3 | 39.00000 79333.80| 31.00000 63060.20| 28.00000 56957.60 AGGREGATE FOR UNDERDRAINS | | | 0130 720-94906 13.000 EACH| 1720.00000 22360.00| 1900.00000 24700.00| 1600.00000 20800.00 INLET, X5 | | | 0131 720-96031 8.000 EACH| 1870.00000 14960.00| 1900.00000 15200.00| 1700.00000 13600.00 INLET, X5, MODIFIED | | | 0132 723-06660 109.800 m2 | 553.00000 60719.40| 400.00000 43920.00| 500.00000 54900.00 WINGWALL | | | 0133 723-06912 61.000 m | 3247.00000 198067.00| 3800.00000 231800.00| 5140.00000 313540.00 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 2400 mm | | | 0134 723-07111 31.700 m | 3448.00000 109301.60| 3300.00000 104610.00| 5440.00000 172448.00 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 1830 mm | | | 0135 728-98377 LUMP| 7900.00000 7900.00| 10000.00000 10000.00| 8500.00000 8500.00 MASONRY COATING STRUCTURE NO. 3 | | | 0136 731-93945 176.000 m2 | 189.35000 33325.60| 210.00000 36960.00| 231.00000 40656.00 FACE PANELS, CONCRETE | | | 0137 731-93946 176.000 m2 | 284.00000 49984.00| 140.00000 24640.00| 284.00000 49984.00 WALL ERECTION | | | 0138 731-93947 50.000 m | 54.00000 2700.00| 200.00000 10000.00| 54.00000 2700.00 LEVELING PAD, CONCRETE | | | 0139 801-04308 5.000 EACH| 375.00000 1875.00| 475.00000 2375.00| 290.00000 1450.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0140 801-06198 120.000 DAY | 460.00000 55200.00| 460.00000 55200.00| 200.00000 24000.00 PATROLLER | | | 0141 801-06207 4870.000 m | 2.70000 13149.00| 3.00000 14610.00| 2.70000 13149.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0142 801-06577 14.000 m | 16.20000 226.80| 25.00000 350.00| 18.00000 252.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0143 801-06625 34.000 EACH| 74.00000 2516.00| 99.00000 3366.00| 75.00000 2550.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4456871 |(5) 36-2231526 |(6) 35-1489621 |MILLER BROS. CONSTR., INC. |WALSH CONSTR CO. OF ILL |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0144 801-06640 47.000 EACH| 129.50000 6086.50| 199.00000 9353.00| 150.00000 7050.00 CONSTRUCTION SIGN, A | | | 0145 801-06645 4.000 EACH| 65.00000 260.00| 99.00000 396.00| 70.00000 280.00 CONSTRUCTION SIGN, B | | | 0146 801-06710 120.000 DAY | 14.00000 1680.00| 14.00000 1680.00| 15.00000 1800.00 FLASHING ARROW SIGN | | | 0147 801-06775 LUMP| 91000.00000 91000.00| 130410.16000 130410.16| 16000.00000 16000.00 MAINTAINING TRAFFIC | | | 0148 801-07118 90.000 m | 47.00000 4230.00| 225.00000 20250.00| 55.00000 4950.00 BARRICADE, III-A | | | 0149 801-07119 79.200 m | 47.25000 3742.20| 225.00000 17820.00| 55.00000 4356.00 BARRICADE, III-B | | | 0150 802-05701 112.300 m | 23.00000 2582.90| 23.00000 2582.90| 29.52000 3315.10 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0151 802-76025 18.681 m2 | 125.00000 2335.13| 124.99000 2334.94| 107.63000 2010.64 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0152 802-76035 20.910 m2 | 115.00000 2404.65| 115.00000 2404.65| 129.17000 2700.94 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0153 804-06770 2.000 EACH| 14.00000 28.00| 22.00000 44.00| 30.00000 60.00 DELINEATOR POST | | | 0154 805-01815 8.000 EACH| 1500.00000 12000.00| 1500.00000 12000.00| 1500.00000 12000.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0155 805-01842 19.000 EACH| 600.00000 11400.00| 600.00000 11400.00| 500.00000 9500.00 HANDHOLE, SIGNAL | | | 0156 805-01844 987.500 m | 15.25000 15059.38| 15.25000 15059.38| 29.52000 29151.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0157 805-01879 2.000 EACH| 480.00000 960.00| 480.00000 960.00| 450.00000 900.00 SIGNAL SERVICE, INSTALL | | | 0158 805-02328 493.500 m | 0.40000 197.40| 0.40000 197.40| 0.66000 325.71 SIGNAL CABLE, 1C 14GA. | | | 0160 805-03793 2.000 EACH| 830.00000 1660.00| 830.00000 1660.00| 830.00000 1660.00 DETECTOR CARD RACK AND DETECTOR MODULES | | | 0161 805-04782 2.000 EACH| 28350.00000 56700.00| 28350.00000 56700.00| 2900.00000 5800.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0162 805-06834 2.000 EACH| 9850.00000 19700.00| 9850.00000 19700.00| 8650.00000 17300.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4456871 |(5) 36-2231526 |(6) 35-1489621 |MILLER BROS. CONSTR., INC. |WALSH CONSTR CO. OF ILL |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0163 805-06881 16.000 EACH| 660.00000 10560.00| 660.00000 10560.00| 730.00000 11680.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm, | | | RED LED, AMBER LED, GREEN LED | | | 0164 805-06882 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| 730.00000 2920.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm, | | | RED LED, AMBER LED ARROW, GREEN LED | | | ARROW | | | 0165 805-78415 2.000 EACH| 1320.00000 2640.00| 1320.00000 2640.00| 1000.00000 2000.00 SPAN, CATENARY, AND TETHER | | | 0166 805-78420 8.000 EACH| 170.00000 1360.00| 170.00000 1360.00| 280.00000 2240.00 DISCONNECT HANGER | | | 0167 805-78467 40.500 m | 4.60000 186.30| 4.60000 186.30| 3.94000 159.57 SIGNAL CABLE, 3C 8GA. | | | 0168 805-78480 481.000 m | 3.00000 1443.00| 3.00000 1443.00| 1.85000 889.85 SIGNAL CABLE, 3C 14GA. | | | 0169 805-78485 274.000 m | 3.30000 904.20| 3.30000 904.20| 2.46000 674.04 SIGNAL CABLE, 5C 14GA. | | | 0170 805-78490 318.000 m | 3.70000 1176.60| 3.70000 1176.60| 2.79000 887.22 SIGNAL CABLE, 7C 14GA. | | | 0171 805-78510 2072.000 m | 1.80000 3729.60| 1.80000 3729.60| 1.64000 3398.08 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0172 805-78785 7.000 EACH| 445.00000 3115.00| 445.00000 3115.00| 320.00000 2240.00 SIGNAL DETECTOR HOUSING | | | 0173 805-78795 145.000 m | 15.50000 2247.50| 15.50000 2247.50| 26.24000 3804.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0174 805-78925 2.000 EACH| 620.00000 1240.00| 620.00000 1240.00| 600.00000 1200.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0175 805-81032 8.000 EACH| 1870.00000 14960.00| 1870.00000 14960.00| 3000.00000 24000.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0176 807-02784 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| 1200.00000 4800.00 LUMINAIRE MAST ARM, 6.1 m | | | 0177 807-02785 4.000 EACH| 750.00000 3000.00| 750.00000 3000.00| 1400.00000 5600.00 LUMINAIRE MAST ARM, 7.6 m | | | 0178 808-06701 2386.000 m | 0.85000 2028.10| 0.95000 2266.70| 0.88000 2099.68 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0179 808-06703 13074.000 m | 0.85000 11112.90| 0.95000 12420.30| 0.88000 11505.12 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0180 808-06713 3233.000 m | 0.45000 1454.85| 0.40000 1293.20| 0.30000 969.90 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0181 808-06714 3147.000 m | 0.45000 1416.15| 0.40000 1258.80| 0.30000 944.10 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4456871 |(5) 36-2231526 |(6) 35-1489621 |MILLER BROS. CONSTR., INC. |WALSH CONSTR CO. OF ILL |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0182 808-06726 7.000 m | 9.85000 68.95| 15.00000 105.00| 15.00000 105.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0183 808-75035 10.000 m | 9.85000 98.50| 15.00000 150.00| 15.00000 150.00 LINE, PAINT, SOLID, WHITE, 600 mm | | | 0184 808-75245 10509.000 m | 0.85000 8932.65| 0.88000 9247.92| 0.88000 9247.92 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0185 808-75278 277.000 m | 5.30000 1468.10| 5.00000 1385.00| 5.00000 1385.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0186 808-75290 115.000 m | 10.60000 1219.00| 9.50000 1092.50| 9.50000 1092.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0187 808-75297 143.000 m | 10.60000 1515.80| 9.50000 1358.50| 9.50000 1358.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0188 808-75320 18.000 EACH| 45.00000 810.00| 62.00000 1116.00| 62.00000 1116.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0189 808-75325 18.000 EACH| 52.00000 936.00| 90.00000 1620.00| 90.00000 1620.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0190 808-75998 635.000 EACH| 17.75000 11271.25| 19.00000 12065.00| 19.00000 12065.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0191 808-92027 1989.000 m | 3.55000 7060.95| 2.75000 5469.75| 2.75000 5469.75 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0192 805-97114 481.000 m | 0.25000 120.25| 0.25000 120.25| 4.92000 2366.52 CABLE, INTERCONNECT, 6 PAIR 19 | | | SECTION TOTALS | $ 8,822,617.23| $ 9,079,000.00| $ 9,137,568.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,822,617.23| $ 9,079,000.00| $ 9,137,568.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 295000.00000 295000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 17.000 MOS | 1650.00000 28050.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 480000.00000 480000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 191000.00000 191000.00| | CLEARING RIGHT OF WAY | | | 0005 202-01261 10.000 EACH| 108.00000 1080.00| | TESTING FOR ASBESTOS | | | 0006 202-03000 LUMP| 7500.00000 7500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0007 202-03000 LUMP| 9000.00000 9000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0008 202-60820 602.000 m2 | 7.20000 4334.40| | SURFACE MILLING, ASPHALT | | | 0009 202-94793 369.000 m | 27.70000 10221.30| | BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0010 202-95027 1.000 EACH| 412.00000 412.00| | IMPACT ATTENUATOR, REMOVE | | | 0011 203-02000 250667.000 m3 | 5.25000 1316001.75| | EXCAVATION, COMMON | | | 0012 205-06930 7.000 Mg | 40.00000 280.00| | SPLASHPAD, RIPRAP | | | 0013 205-06931 967.200 Mg | 23.50000 22729.20| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06932 62.000 m | 20.35000 1261.70| | TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06936 453.000 Mg | 21.00000 9513.00| | TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 1092.000 m | 4.00000 4368.00| | TEMPORARY SILT FENCE | | | 0018 205-06938 45.000 m | 30.00000 1350.00| | TEMPORARY SLOPE DRAIN | | | 0019 206-51230 69.000 m3 | 36.00000 2484.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 207-07498 32170.000 m2 | 3.55000 114203.50| | SUBGRADE TREATMENT, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 207-07502 3260.000 m2 | 1.00000 3260.00| | SUBGRADE TREATMENT, TYPE D | | | 0022 211-02050 401.000 m3 | 17.50000 7017.50| | B BORROW | | | 0024 211-06467 38.000 m3 | 51.50000 1957.00| | AGGREGATE FOR END BENT BACKFILL | | | 0025 211-07454 3940.300 m3 | 21.70000 85504.51| | STRUCTURE BACKFILL | | | 0026 301-07448 30974.300 Mg | 12.00000 371691.60| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 401-06264 LUMP| 5675.00000 5675.00| | PROFILOGRAPH, HMA | | | 0029 401-07320 3482.000 Mg | 35.40000 123262.80| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0030 401-07333 1549.000 Mg | 38.00000 58862.00| | QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0031 401-07334 6856.000 Mg | 36.60000 250929.60| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0032 401-07402 2595.000 Mg | 34.00000 88230.00| | QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0033 401-07403 23023.000 Mg | 30.90000 711410.70| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0034 401-07406 11701.000 Mg | 29.30000 342839.30| | QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0035 401-07417 7378.000 Mg | 30.70000 226504.60| | QC/QA-HMA, 2, 76, BASE, 25.0 mm | | | 0036 401-07418 24105.000 Mg | 31.90000 768949.50| | QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0037 401-07430 13773.000 Mg | 31.95000 440047.35| | QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0038 402-07432 460.000 Mg | 38.35000 17641.00| | HMA TYPE A, SURFACE | | | 0039 402-07435 737.000 Mg | 33.00000 24321.00| | HMA TYPE A, INTERMEDIATE | | | 0040 402-07440 560.000 Mg | 33.65000 18844.00| | HMA TYPE A, BASE | | | 0041 402-07453 1360.000 Mg | 51.50000 70040.00| | HMA FOR TEMPORARY PAVEMENT | | | 0042 404-05511 5951.400 m2 | 1.45000 8629.53| | SEAL COAT, 2 | | | 0043 405-05517 88.300 Mg | 397.00000 35055.10| | ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 406-05520 95.000 Mg | 470.00000 44650.00| | ASPHALT FOR TACK COAT | | | 0045 601-01522 4.000 EACH| 1185.00000 4740.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0046 601-04746 1.000 EACH| 5770.00000 5770.00| | ENERGY ABSORBING TERMINAL, CZ ,TL-2 | | | 0047 601-06037 4.000 EACH| 465.00000 1860.00| | GUARDRAIL END TREATMENT, I | | | 0048 601-06228 6.000 EACH| 55000.00000 330000.00| | IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0049 601-99105 281.940 m | 29.40000 8289.04| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0050 602-02476 2776.000 m | 132.50000 367820.00| | BARRIER, CONCRETE, MODIFIED | | | 0051 602-06032 2148.000 m | 120.60000 259048.80| | BARRIER, MEDIAN, CONCRETE | | | 0052 602-06729 834.000 EACH| 6.40000 5337.60| | BARRIER DELINEATOR | | | 0053 603-06040 11087.000 m | 11.85000 131380.95| | FENCE, FARM FIELD, 1190 mm | | | 0054 603-96042 2.000 EACH| 927.00000 1854.00| | FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0055 603-97461 149.000 m | 7.20000 1072.80| | TEMPORARY FENCE | | | 0056 610-06257 162.000 m2 | 57.70000 9347.40| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0057 610-07486 412.200 Mg | 58.00000 23907.60| | HMA FOR APPROACHES, TYPE A | | | 0058 611-05330 122.000 m2 | 43.75000 5337.50| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0059 611-06497 5.000 EACH| 134.00000 670.00| | MAILBOX ASSEMBLY, SINGLE | | | 0060 611-95023 2.000 EACH| 134.00000 268.00| | MAILBOX ASSEMBLY, RESET | | | 0061 615-06490 38.000 EACH| 113.00000 4294.00| | RIGHT OF WAY MARKER | | | 0062 615-06505 22.000 EACH| 400.00000 8800.00| | MONUMENT, B | | | 0063 615-06510 1.000 EACH| 300.00000 300.00| | MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 615-06515 13.000 EACH| 93.00000 1209.00| | MONUMENT, D | | | 0065 615-06527 6.000 EACH| 300.00000 1800.00| | MONUMENT, SECTION CORNER | | | 0066 616-02320 4130.000 m2 | 2.50000 10325.00| | GEOTEXTILES | | | 0067 616-05688 288.400 Mg | 27.00000 7786.80| | RIPRAP, CLASS 1 | | | 0068 616-06405 2156.600 Mg | 45.00000 97047.00| | RIPRAP, REVETMENT | | | 0069 616-51367 173.000 m2 | 57.70000 9982.10| | SLOPEWALL, CONCRETE, 100 mm | | | 0070 621-01004 4.000 EACH| 645.00000 2580.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0071 621-02363 14000.000 m2 | 0.21000 2940.00| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0072 621-03787 20.900 kg | 103.00000 2152.70| | SEED MIXTURE, D | | | 0073 621-04258 69.000 kg | 81.00000 5589.00| | SEED MIXTURE , SLOPE | | | 0074 621-04258 340.000 kg | 51.00000 17340.00| | SEED MIXTURE , WET TO MESIC | | | 0075 621-06545 12.800 Mg | 215.00000 2752.00| | FERTILIZER | | | 0076 621-06548 70.000 kg | 45.00000 3150.00| | SEED MIXTURE, CV | | | 0077 621-06553 2419.000 kg | 10.70000 25883.30| | SEED MIXTURE, R | | | 0078 621-06557 540.000 kg | 2.80000 1512.00| | SEED MIXTURE, T | | | 0079 621-06565 71.300 Mg | 250.00000 17825.00| | MULCHING MATERIAL | | | 0080 621-06567 216.000 kL | 0.60000 129.60| | WATER | | | 0081 621-06574 12785.500 m2 | 3.05000 38995.78| | SODDING | | | 0082 622-05606 2765.000 EACH| 2.85000 7880.25| | PLANT, AQUATIC | | | 0083 622-05655 3965.000 EACH| 2.60000 10309.00| | PLANT, ROOT, TUBER, CORM, BULB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 622-52436 26.000 EACH| 25.00000 650.00| | SIGN, DO NOT MOW OR SPRAY | | | 0085 622-91786 11200.000 EACH| 3.25000 36400.00| | SEEDLING | | | 0086 624-92647 14.600 ha | 250.00000 3650.00| | HERBICIDE TREATMENT | | | 0087 701-01849 643.000 m | 128.00000 82304.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0088 702-51005 39.700 m3 | 517.00000 20524.90| | CONCRETE, A, SUBSTRUCTURE | | | 0089 702-51015 21.900 m3 | 275.00000 6022.50| | CONCRETE, B, FOOTINGS | | | 0090 703-51030 3570.000 kg | 1.25000 4462.50| | REINFORCING STEEL | | | 0091 703-51032 34506.000 kg | 1.35000 46583.10| | REINFORCING STEEL, EPOXY COATED | | | 0092 704-51002 210.600 m3 | 585.00000 123201.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0093 706-05732 4.000 EACH| 51.00000 204.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0094 706-51020 24.900 m3 | 700.00000 17430.00| | CONCRETE, C, RAILING | | | 0095 707-05984 365.000 m | 360.00000 131400.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0096 709-51821 LUMP| 6500.00000 6500.00| | SURFACE SEAL STRUCTURE NO. 3 | | | 0097 715-02628 8.000 EACH| 340.00000 2720.00| | SAFETY METAL END SECTION, 6:1, 375 mm | | | 0098 715-05019 99.000 m | 158.00000 15642.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0099 715-05048 10542.900 m | 7.50000 79071.75| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0100 715-05053 1131.000 m | 22.25000 25164.75| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0101 715-05119 110.000 m | 61.50000 6765.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0102 715-05124 11.500 m | 110.00000 1265.00| | PIPE, TYPE 1, CIRCULAR, 675 mm | | | 0103 715-05128 96.000 m | 240.00000 23040.00| | PIPE, TYPE 1, CIRCULAR, 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 715-05129 51.500 m | 275.00000 14162.50| | PIPE, TYPE 1, CIRCULAR, 1350 mm | | | 0105 715-05133 62.000 m | 325.00000 20150.00| | PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0106 715-05149 224.800 m | 56.00000 12588.80| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0107 715-05151 18.600 m | 61.00000 1134.60| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0108 715-05169 180.500 m | 66.00000 11913.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0109 715-05171 21.000 m | 62.00000 1302.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0110 715-05177 26.700 m | 153.00000 4085.10| | PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0111 715-05217 162.000 m | 50.00000 8100.00| | PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0112 715-05248 30.500 m | 482.00000 14701.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 1.55 | | | m2 | | | 0113 715-05407 36.000 m | 45.00000 1620.00| | PIPE, END BENT DRAIN, 150 mm | | | 0114 715-05422 28.500 m | 430.00000 12255.00| | PIPE, SLOTTED DRAIN, 300 mm | | | 0115 715-05841 2.000 EACH| 930.00000 1860.00| | CONCRETE ANCHOR, 1500 mm | | | 0116 715-06004 4.000 EACH| 600.00000 2400.00| | CONCRETE ANCHOR, 1200 mm | | | 0117 715-06492 2.000 EACH| 910.00000 1820.00| | CONCRETE ANCHOR, 1350 mm | | | 0118 715-07303 2.000 EACH| 940.00000 1880.00| | CONCRETE ANCHOR, MIN. AREA 1.55 m2 | | | 0119 715-46000 17.000 EACH| 220.00000 3740.00| | PIPE END SECTION, 300 mm | | | 0120 715-46005 17.000 EACH| 240.00000 4080.00| | PIPE END SECTION, 375 mm | | | 0121 715-46010 2.000 EACH| 335.00000 670.00| | PIPE END SECTION, 450 mm | | | 0122 715-46025 2.000 EACH| 540.00000 1080.00| | PIPE END SECTION, 675 mm | | | 0123 715-46040 8.000 EACH| 850.00000 6800.00| | PIPE END SECTION, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 718-06528 67.000 EACH| 650.00000 43550.00| | OUTLET PROTECTOR, 1 | | | 0125 718-06529 3.000 EACH| 380.00000 1140.00| | OUTLET PROTECTOR, 2 | | | 0126 718-06531 2.000 EACH| 280.00000 560.00| | OUTLET PROTECTOR, 3 | | | 0127 718-06532 2000.000 m | 3.10000 6200.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0128 718-52610 2034.200 m3 | 36.30000 73841.46| | AGGREGATE FOR UNDERDRAINS | | | 0130 720-94906 13.000 EACH| 1900.00000 24700.00| | INLET, X5 | | | 0131 720-96031 8.000 EACH| 2100.00000 16800.00| | INLET, X5, MODIFIED | | | 0132 723-06660 109.800 m2 | 600.00000 65880.00| | WINGWALL | | | 0133 723-06912 61.000 m | 3800.00000 231800.00| | STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 2400 mm | | | 0134 723-07111 31.700 m | 3900.00000 123630.00| | STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 1830 mm | | | 0135 728-98377 LUMP| 6500.00000 6500.00| | MASONRY COATING STRUCTURE NO. 3 | | | 0136 731-93945 176.000 m2 | 240.00000 42240.00| | FACE PANELS, CONCRETE | | | 0137 731-93946 176.000 m2 | 290.00000 51040.00| | WALL ERECTION | | | 0138 731-93947 50.000 m | 56.00000 2800.00| | LEVELING PAD, CONCRETE | | | 0139 801-04308 5.000 EACH| 386.00000 1930.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0140 801-06198 120.000 DAY | 475.00000 57000.00| | PATROLLER | | | 0141 801-06207 4870.000 m | 2.80000 13636.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0142 801-06577 14.000 m | 16.70000 233.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0143 801-06625 34.000 EACH| 76.00000 2584.00| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0144 801-06640 47.000 EACH| 135.00000 6345.00| | CONSTRUCTION SIGN, A | | | 0145 801-06645 4.000 EACH| 67.00000 268.00| | CONSTRUCTION SIGN, B | | | 0146 801-06710 120.000 DAY | 14.50000 1740.00| | FLASHING ARROW SIGN | | | 0147 801-06775 LUMP| 208500.00000 208500.00| | MAINTAINING TRAFFIC | | | 0148 801-07118 90.000 m | 48.40000 4356.00| | BARRICADE, III-A | | | 0149 801-07119 79.200 m | 48.70000 3857.04| | BARRICADE, III-B | | | 0150 802-05701 112.300 m | 23.70000 2661.51| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0151 802-76025 18.681 m2 | 130.00000 2428.53| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0152 802-76035 20.910 m2 | 120.00000 2509.20| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0153 804-06770 2.000 EACH| 21.00000 42.00| | DELINEATOR POST | | | 0154 805-01815 8.000 EACH| 1545.00000 12360.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0155 805-01842 19.000 EACH| 618.00000 11742.00| | HANDHOLE, SIGNAL | | | 0156 805-01844 987.500 m | 15.70000 15503.75| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0157 805-01879 2.000 EACH| 500.00000 1000.00| | SIGNAL SERVICE, INSTALL | | | 0158 805-02328 493.500 m | 0.41000 202.34| | SIGNAL CABLE, 1C 14GA. | | | 0160 805-03793 2.000 EACH| 855.00000 1710.00| | DETECTOR CARD RACK AND DETECTOR MODULES | | | 0161 805-04782 2.000 EACH| 33000.00000 66000.00| | VIDEO VEHICLE DETECTOR SYSTEM | | | 0162 805-06834 2.000 EACH| 13000.00000 26000.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -30 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0163 805-06881 16.000 EACH| 680.00000 10880.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm, | | | RED LED, AMBER LED, GREEN LED | | | 0164 805-06882 4.000 EACH| 620.00000 2480.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm, | | | RED LED, AMBER LED ARROW, GREEN LED | | | ARROW | | | 0165 805-78415 2.000 EACH| 1360.00000 2720.00| | SPAN, CATENARY, AND TETHER | | | 0166 805-78420 8.000 EACH| 175.00000 1400.00| | DISCONNECT HANGER | | | 0167 805-78467 40.500 m | 4.75000 192.38| | SIGNAL CABLE, 3C 8GA. | | | 0168 805-78480 481.000 m | 3.10000 1491.10| | SIGNAL CABLE, 3C 14GA. | | | 0169 805-78485 274.000 m | 3.40000 931.60| | SIGNAL CABLE, 5C 14GA. | | | 0170 805-78490 318.000 m | 3.80000 1208.40| | SIGNAL CABLE, 7C 14GA. | | | 0171 805-78510 2072.000 m | 1.85000 3833.20| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0172 805-78785 7.000 EACH| 460.00000 3220.00| | SIGNAL DETECTOR HOUSING | | | 0173 805-78795 145.000 m | 16.00000 2320.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0174 805-78925 2.000 EACH| 640.00000 1280.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0175 805-81032 8.000 EACH| 1925.00000 15400.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0176 807-02784 4.000 EACH| 670.00000 2680.00| | LUMINAIRE MAST ARM, 6.1 m | | | 0177 807-02785 4.000 EACH| 770.00000 3080.00| | LUMINAIRE MAST ARM, 7.6 m | | | 0178 808-06701 2386.000 m | 0.88000 2099.68| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0179 808-06703 13074.000 m | 0.88000 11505.12| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0180 808-06713 3233.000 m | 0.46000 1487.18| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0181 808-06714 3147.000 m | 0.46000 1447.62| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 210 -31 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,563,927.89 ROUTE : CO RD 17 CALL ORDER : 210 CONTRACT ID : R -26620-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0182 808-06726 7.000 m | 10.15000 71.05| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0183 808-75035 10.000 m | 10.15000 101.50| | LINE, PAINT, SOLID, WHITE, 600 mm | | | 0184 808-75245 10509.000 m | 0.88000 9247.92| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0185 808-75278 277.000 m | 5.45000 1509.65| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0186 808-75290 115.000 m | 10.90000 1253.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0187 808-75297 143.000 m | 10.90000 1558.70| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0188 808-75320 18.000 EACH| 46.00000 828.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0189 808-75325 18.000 EACH| 54.00000 972.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0190 808-75998 635.000 EACH| 18.30000 11620.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0191 808-92027 1989.000 m | 3.65000 7259.85| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0192 805-97114 481.000 m | 0.26000 125.06| | CABLE, INTERCONNECT, 6 PAIR 19 | | | SECTION TOTALS | $ 9,638,234.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,638,234.30| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,981,899.60 ROUTE : 1000E. CALL ORDER : 220 CONTRACT ID : R -26648-A COUNTIES : NOBLE LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 8557001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1492793 API CONSTRUCTION CORP. $ 2,691,233.09 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 2,916,059.44 108.3540% 3 35-1139301 E & B PAVING, INC. $ 2,963,184.79 110.1050% 4 35-1065659 BROOKS CONSTRUCTION $ 2,965,095.94 110.1761% 5 35-1185040 NIBLOCK EXCAVATING, INC. $ 3,056,863.39 113.5859% 6 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 3,218,916.47 119.6074% ==================================================================================================================================== |(1) 62-1492793 |(2) 35-0997978 |(3) 35-1139301 |API CONSTRUCTION CORP. |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 60000.00000 60000.00| 35985.00000 35985.00| 70000.00000 70000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1500.00000 27000.00| 1295.00000 23310.00| 1550.00000 27900.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 69595.00000 69595.00| 145000.00000 145000.00| 138000.00000 138000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 75000.00000 75000.00| 28900.00000 28900.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-03000 LUMP| 5700.00000 5700.00| 1500.00000 1500.00| 1500.00000 1500.00 HOUSES AND BUILDINGS, REMOVE | | | 0006 202-60820 110.000 SYS | 10.00000 1100.00| 10.30000 1133.00| 10.00000 1100.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 49928.000 CYS | 3.60000 179740.80| 10.00000 499280.00| 10.00000 499280.00 EXCAVATION, COMMON | | | 0008 205-06930 20.800 TON | 38.00000 790.40| 26.00000 540.80| 26.00000 540.80 SPLASHPAD, RIPRAP | | | 0009 205-06931 455.000 TON | 26.00000 11830.00| 30.00000 13650.00| 30.00000 13650.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06932 5851.000 LFT | 6.34000 37095.34| 6.34000 37095.34| 6.34000 37095.34 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06933 4.000 EACH| 60.00000 240.00| 60.00000 240.00| 60.00000 240.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06937 4100.000 LFT | 1.26000 5166.00| 1.26000 5166.00| 1.26000 5166.00 TEMPORARY SILT FENCE | | | 0013 205-06938 210.000 LFT | 27.00000 5670.00| 13.00000 2730.00| 13.00000 2730.00 TEMPORARY SLOPE DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,981,899.60 ROUTE : 1000E. CALL ORDER : 220 CONTRACT ID : R -26648-A COUNTIES : NOBLE LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 62-1492793 |(2) 35-0997978 |(3) 35-1139301 |API CONSTRUCTION CORP. |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 207-07499 53163.000 SYS | 2.05000 108984.15| 2.05000 108984.15| 2.05000 108984.15 SUBGRADE TREATMENT, TYPE B | | | 0015 211-07454 4760.000 CYS | 9.70000 46172.00| 11.50000 54740.00| 11.50000 54740.00 STRUCTURE BACKFILL | | | 0016 301-07448 22676.000 TON | 10.00000 226760.00| 9.70000 219957.20| 10.50000 238098.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-01180 7600.000 TON | 10.00000 76000.00| 11.50000 87400.00| 11.50000 87400.00 COMPACTED AGGREGATE, NO. 53 | | | 0018 401-06264 LUMP| 4000.00000 4000.00| 1500.00000 1500.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0019 401-07321 4917.000 TON | 34.00000 167178.00| 32.90000 161769.30| 32.00000 157344.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0020 401-07390 8265.000 TON | 28.50000 235552.50| 28.00000 231420.00| 27.00000 223155.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0021 401-07407 12684.000 TON | 26.00000 329784.00| 24.10000 305684.40| 27.00000 342468.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0022 405-05517 84.200 TON | 390.00000 32838.00| 240.00000 20208.00| 175.00000 14735.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 30.700 TON | 175.00000 5372.50| 145.00000 4451.50| 150.00000 4605.00 ASPHALT FOR TACK COAT | | | 0024 603-06040 150.000 LFT | 4.40000 660.00| 4.40000 660.00| 2.80000 420.00 FENCE, FARM FIELD, 47 IN. | | | 0025 603-06040 1630.000 LFT | 5.40000 8802.00| 5.40000 8802.00| 2.80000 4564.00 FENCE, FARM FIELD, 47 IN. , BARBED WIRE | | | 0026 605-06120 3206.000 LFT | 7.40000 23724.40| 8.00000 25648.00| 8.00000 25648.00 CURB, CONCRETE | | | 0027 605-06160 1352.000 LFT | 10.20000 13790.40| 10.00000 13520.00| 14.00000 18928.00 CURB AND GUTTER, B, CONCRETE, MODIFIED | | | 0028 610-05527 1111.000 TON | 50.00000 55550.00| 45.75000 50828.25| 45.00000 49995.00 HMA FOR APPROACHES | | | 0029 611-05330 819.000 SYS | 32.50000 26617.50| 26.50000 21703.50| 22.00000 18018.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0030 611-06497 26.000 EACH| 100.00000 2600.00| 100.00000 2600.00| 100.00000 2600.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 611-06498 3.000 EACH| 140.00000 420.00| 140.00000 420.00| 140.00000 420.00 MAILBOX ASSEMBLY, DOUBLE | | | 0032 615-06505 10.000 EACH| 390.00000 3900.00| 390.00000 3900.00| 400.00000 4000.00 MONUMENT, B | | | 0033 615-06527 4.000 EACH| 290.00000 1160.00| 290.00000 1160.00| 425.00000 1700.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,981,899.60 ROUTE : 1000E. CALL ORDER : 220 CONTRACT ID : R -26648-A COUNTIES : NOBLE LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 62-1492793 |(2) 35-0997978 |(3) 35-1139301 |API CONSTRUCTION CORP. |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-02320 6746.000 SYS | 0.85000 5734.10| 1.90000 12817.40| 1.90000 12817.40 GEOTEXTILES | | | 0035 616-06405 3412.000 TON | 23.00000 78476.00| 20.00000 68240.00| 20.00000 68240.00 RIPRAP, REVETMENT | | | 0036 621-01004 6.000 EACH| 750.00000 4500.00| 750.00000 4500.00| 750.00000 4500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02770 39000.000 SYS | 1.24000 48360.00| 1.24000 48360.00| 1.24000 48360.00 EROSION CONTROL BLANKET | | | 0038 621-06545 10.000 TON | 480.00000 4800.00| 480.00000 4800.00| 480.00000 4800.00 FERTILIZER | | | 0039 621-06553 4097.000 LBS | 2.54000 10406.38| 2.54000 10406.38| 2.54000 10406.38 SEED MIXTURE, R | | | 0040 621-06557 1808.000 LBS | 1.48000 2675.84| 1.48000 2675.84| 1.48000 2675.84 SEED MIXTURE, T | | | 0041 621-06565 48.000 TON | 367.00000 17616.00| 367.00000 17616.00| 367.00000 17616.00 MULCHING MATERIAL | | | 0042 621-06567 60.000 MG | 2.00000 120.00| 2.00000 120.00| 2.00000 120.00 WATER | | | 0043 621-06574 9578.000 SYS | 2.56000 24519.68| 2.56000 24519.68| 2.56000 24519.68 SODDING | | | 0044 621-06575 5412.000 SYS | 2.56000 13854.72| 2.56000 13854.72| 2.56000 13854.72 SODDING, NURSERY | | | 0045 715-03475 2.000 EACH| 210.25000 420.50| 230.00000 460.00| 230.00000 460.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0046 715-05019 82.000 LFT | 76.55000 6277.10| 55.00000 4510.00| 55.00000 4510.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0047 715-05048 38410.000 LFT | 2.30000 88343.00| 2.02000 77588.20| 2.02000 77588.20 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0048 715-05053 1799.000 LFT | 12.00000 21588.00| 10.80000 19429.20| 10.80000 19429.20 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0049 715-05121 374.000 LFT | 33.50000 12529.00| 36.50000 13651.00| 36.50000 13651.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0050 715-05123 296.000 LFT | 38.80000 11484.80| 58.00000 17168.00| 58.00000 17168.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0051 715-05125 62.000 LFT | 55.90000 3465.80| 62.00000 3844.00| 62.00000 3844.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0052 715-05128 62.000 LFT | 84.75000 5254.50| 98.00000 6076.00| 98.00000 6076.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0053 715-05133 110.000 LFT | 130.60000 14366.00| 137.00000 15070.00| 137.00000 15070.00 PIPE, TYPE 1, CIRCULAR, 60 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,981,899.60 ROUTE : 1000E. CALL ORDER : 220 CONTRACT ID : R -26648-A COUNTIES : NOBLE LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 62-1492793 |(2) 35-0997978 |(3) 35-1139301 |API CONSTRUCTION CORP. |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05149 372.000 LFT | 24.15000 8983.80| 19.00000 7068.00| 19.00000 7068.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0055 715-05151 1030.000 LFT | 26.35000 27140.50| 23.50000 24205.00| 23.50000 24205.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0056 715-05152 154.000 LFT | 29.75000 4581.50| 26.00000 4004.00| 26.00000 4004.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0057 715-05154 78.000 LFT | 43.15000 3365.70| 33.00000 2574.00| 33.00000 2574.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0058 715-05156 775.000 LFT | 45.25000 35068.75| 40.00000 31000.00| 40.00000 31000.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0059 715-05168 1286.000 LFT | 16.20000 20833.20| 20.00000 25720.00| 20.00000 25720.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0060 715-05246 60.000 LFT | 156.40000 9384.00| 167.00000 10020.00| 167.00000 10020.00 PIPE, TYPE 1, DEFORMED, 14.7 SQ. FT. | | | 0061 715-05840 2.000 EACH| 775.00000 1550.00| 830.00000 1660.00| 830.00000 1660.00 CONCRETE ANCHOR, MIN. AREA 14.7 SQ.FT. | | | 0062 715-05841 2.000 EACH| 775.00000 1550.00| 810.00000 1620.00| 810.00000 1620.00 CONCRETE ANCHOR, 60 IN. | | | 0063 715-06004 2.000 EACH| 730.00000 1460.00| 650.00000 1300.00| 650.00000 1300.00 CONCRETE ANCHOR, 48 IN. | | | 0064 715-07584 510.000 LFT | 130.60000 66606.00| 122.00000 62220.00| 122.00000 62220.00 PIPE, TYPE 1, DEFORMED, 21.9 SQ. FT. | | | 0065 715-07585 2.000 EACH| 790.00000 1580.00| 760.00000 1520.00| 760.00000 1520.00 CONCRETE ANCHOR, MIN. AREA 21.9 SQ. FT. | | | 0066 715-07586 40.000 LFT | 55.25000 2210.00| 54.00000 2160.00| 54.00000 2160.00 PIPE, TYPE 1, DEFORMED, 4.5 SQ. FT. | | | 0067 715-07587 40.000 LFT | 51.70000 2068.00| 53.00000 2120.00| 53.00000 2120.00 PIPE, TYPE 1, DEFORMED, 1.8 SQ. FT. | | | 0068 715-46000 52.000 EACH| 124.40000 6468.80| 110.00000 5720.00| 110.00000 5720.00 PIPE END SECTION, 12 IN. | | | 0069 715-46005 4.000 EACH| 151.30000 605.20| 125.00000 500.00| 125.00000 500.00 PIPE END SECTION, 15 IN. | | | 0070 715-46010 11.000 EACH| 188.60000 2074.60| 165.00000 1815.00| 165.00000 1815.00 PIPE END SECTION, 18 IN. | | | 0071 715-46020 12.000 EACH| 288.75000 3465.00| 235.00000 2820.00| 235.00000 2820.00 PIPE END SECTION, 24 IN. | | | 0072 715-46030 2.000 EACH| 392.25000 784.50| 355.00000 710.00| 355.00000 710.00 PIPE END SECTION, 30 IN. | | | 0073 715-46040 2.000 EACH| 672.50000 1345.00| 475.00000 950.00| 475.00000 950.00 PIPE END SECTION, 36 IN. | | | 0074 715-46055 2.000 EACH| 225.30000 450.60| 350.00000 700.00| 350.00000 700.00 PIPE END SECTION, MIN. AREA 1.8 SQ. FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 220 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,981,899.60 ROUTE : 1000E. CALL ORDER : 220 CONTRACT ID : R -26648-A COUNTIES : NOBLE LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 62-1492793 |(2) 35-0997978 |(3) 35-1139301 |API CONSTRUCTION CORP. |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 715-97607 2.000 EACH| 262.35000 524.70| 295.00000 590.00| 295.00000 590.00 PIPE END SECTION, MIN. AREA 4.5 SQ. FT. | | | 0076 718-06531 83.000 EACH| 495.00000 41085.00| 370.00000 30710.00| 370.00000 30710.00 OUTLET PROTECTOR, 3 | | | 0077 718-06532 6000.000 LFT | 0.90000 5400.00| 0.85000 5100.00| 0.90000 5400.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0078 718-52610 3455.000 CYS | 18.00000 62190.00| 18.50000 63917.50| 18.50000 63917.50 AGGREGATE FOR UNDERDRAINS | | | 0079 718-99153 26345.000 SYS | 0.35000 9220.75| 1.00000 26345.00| 1.00000 26345.00 GEOTEXTILES FOR UNDERDRAIN | | | 0080 720-45030 2.000 EACH| 1125.00000 2250.00| 1400.00000 2800.00| 1400.00000 2800.00 INLET, E7 | | | 0081 720-45050 9.000 EACH| 1275.00000 11475.00| 1350.00000 12150.00| 1350.00000 12150.00 INLET, J11 | | | 0082 720-45060 4.000 EACH| 1265.00000 5060.00| 1300.00000 5200.00| 1300.00000 5200.00 INLET, M11 | | | 0083 720-45410 3.000 EACH| 1095.00000 3285.00| 1200.00000 3600.00| 1200.00000 3600.00 MANHOLE, C4 | | | 0084 720-45415 1.000 EACH| 1950.00000 1950.00| 1670.00000 1670.00| 1670.00000 1670.00 MANHOLE, D4 | | | 0085 720-45425 1.000 EACH| 6335.00000 6335.00| 8400.00000 8400.00| 8400.00000 8400.00 MANHOLE, F4 MODIFIED | | | 0086 720-97218 1.000 EACH| 2180.00000 2180.00| 2300.00000 2300.00| 2300.00000 2300.00 MANHOLE, D7 | | | 0087 720-99350 1.000 EACH| 1765.00000 1765.00| 2200.00000 2200.00| 2200.00000 2200.00 INLET, C16 | | | 0088 801-04308 16.000 EACH| 385.00000 6160.00| 385.00000 6160.00| 385.00000 6160.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0089 801-06640 24.000 EACH| 300.00000 7200.00| 300.00000 7200.00| 300.00000 7200.00 CONSTRUCTION SIGN, A | | | 0090 801-06645 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0091 801-06775 LUMP| 67300.00000 67300.00| 29250.00000 29250.00| 21810.00000 21810.00 MAINTAINING TRAFFIC | | | 0092 801-07119 216.000 LFT | 18.50000 3996.00| 18.00000 3888.00| 18.50000 3996.00 BARRICADE, III-B | | | 0093 802-05701 354.500 LFT | 12.95000 4590.78| 12.95000 4590.78| 12.95000 4590.78 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0094 802-76025 25.000 SFT | 5.95000 148.75| 5.95000 148.75| 5.95000 148.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 220 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,981,899.60 ROUTE : 1000E. CALL ORDER : 220 CONTRACT ID : R -26648-A COUNTIES : NOBLE LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 62-1492793 |(2) 35-0997978 |(3) 35-1139301 |API CONSTRUCTION CORP. |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 802-76035 190.400 SFT | 6.25000 1190.00| 6.25000 1190.00| 6.25000 1190.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0096 804-76350 13.000 EACH| 25.00000 325.00| 16.00000 208.00| 17.50000 227.50 DELINEATOR WITH POST, D3, 3 IN. DIA. | | | 0097 808-06703 39605.000 LFT | 0.36000 14257.80| 0.36000 14257.80| 0.36000 14257.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0098 808-75240 4030.000 LFT | 0.36000 1450.80| 0.36000 1450.80| 0.36000 1450.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0099 808-75245 16070.000 LFT | 0.36000 5785.20| 0.36000 5785.20| 0.36000 5785.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0100 808-75297 175.000 LFT | 4.85000 848.75| 4.85000 848.75| 4.85000 848.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 2,691,233.09| $ 2,916,059.44| $ 2,963,184.79 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,691,233.09| $ 2,916,059.44| $ 2,963,184.79 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 220 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,981,899.60 ROUTE : 1000E. CALL ORDER : 220 CONTRACT ID : R -26648-A COUNTIES : NOBLE LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-1185040 |(6) 35-1016737 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 40575.00000 40575.00| 65000.00000 65000.00| 68800.00000 68800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1470.00000 26460.00| 2000.00000 36000.00| 1700.00000 30600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 148000.00000 148000.00| 160000.00000 160000.00| 116000.00000 116000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 30000.00000 30000.00| 53650.00000 53650.00 CLEARING RIGHT OF WAY | | | 0005 202-03000 LUMP| 1500.00000 1500.00| 4500.00000 4500.00| 6237.50000 6237.50 HOUSES AND BUILDINGS, REMOVE | | | 0006 202-60820 110.000 SYS | 6.95000 764.50| 20.00000 2200.00| 7.00000 770.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 49928.000 CYS | 10.00000 499280.00| 8.50000 424388.00| 8.65000 431877.20 EXCAVATION, COMMON | | | 0008 205-06930 20.800 TON | 26.00000 540.80| 35.00000 728.00| 40.75000 847.60 SPLASHPAD, RIPRAP | | | 0009 205-06931 455.000 TON | 30.00000 13650.00| 35.00000 15925.00| 24.75000 11261.25 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06932 5851.000 LFT | 6.34000 37095.34| 3.75000 21941.25| 3.45000 20185.95 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06933 4.000 EACH| 60.00000 240.00| 50.00000 200.00| 75.00000 300.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06937 4100.000 LFT | 1.26000 5166.00| 1.00000 4100.00| 1.42000 5822.00 TEMPORARY SILT FENCE | | | 0013 205-06938 210.000 LFT | 13.00000 2730.00| 20.00000 4200.00| 17.73000 3723.30 TEMPORARY SLOPE DRAIN | | | 0014 207-07499 53163.000 SYS | 2.05000 108984.15| 2.35000 124933.05| 2.05000 108984.15 SUBGRADE TREATMENT, TYPE B | | | 0015 211-07454 4760.000 CYS | 11.50000 54740.00| 12.00000 57120.00| 18.40000 87584.00 STRUCTURE BACKFILL | | | 0016 301-07448 22676.000 TON | 10.30000 233562.80| 12.00000 272112.00| 11.25000 255105.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-01180 7600.000 TON | 14.00000 106400.00| 12.00000 91200.00| 11.25000 85500.00 COMPACTED AGGREGATE, NO. 53 | | | 0018 401-06264 LUMP| 1500.00000 1500.00| 6500.00000 6500.00| 3600.00000 3600.00 PROFILOGRAPH, HMA | | | 0019 401-07321 4917.000 TON | 32.90000 161769.30| 31.00000 152427.00| 37.55000 184633.35 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0020 401-07390 8265.000 TON | 29.00000 239685.00| 30.00000 247950.00| 30.60000 252909.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 220 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,981,899.60 ROUTE : 1000E. CALL ORDER : 220 CONTRACT ID : R -26648-A COUNTIES : NOBLE LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-1185040 |(6) 35-1016737 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07407 12684.000 TON | 24.10000 305684.40| 29.00000 367836.00| 29.40000 372909.60 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0022 405-05517 84.200 TON | 240.00000 20208.00| 200.00000 16840.00| 275.00000 23155.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 30.700 TON | 145.00000 4451.50| 200.00000 6140.00| 160.00000 4912.00 ASPHALT FOR TACK COAT | | | 0024 603-06040 150.000 LFT | 2.80000 420.00| 4.40000 660.00| 4.40000 660.00 FENCE, FARM FIELD, 47 IN. | | | 0025 603-06040 1630.000 LFT | 2.80000 4564.00| 5.40000 8802.00| 5.40000 8802.00 FENCE, FARM FIELD, 47 IN. , BARBED WIRE | | | 0026 605-06120 3206.000 LFT | 8.00000 25648.00| 7.40000 23724.40| 7.40000 23724.40 CURB, CONCRETE | | | 0027 605-06160 1352.000 LFT | 10.40000 14060.80| 10.20000 13790.40| 10.20000 13790.40 CURB AND GUTTER, B, CONCRETE, MODIFIED | | | 0028 610-05527 1111.000 TON | 43.75000 48606.25| 50.00000 55550.00| 45.00000 49995.00 HMA FOR APPROACHES | | | 0029 611-05330 819.000 SYS | 28.90000 23669.10| 37.00000 30303.00| 32.50000 26617.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0030 611-06497 26.000 EACH| 100.00000 2600.00| 110.00000 2860.00| 110.00000 2860.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 611-06498 3.000 EACH| 140.00000 420.00| 150.00000 450.00| 150.00000 450.00 MAILBOX ASSEMBLY, DOUBLE | | | 0032 615-06505 10.000 EACH| 390.00000 3900.00| 390.00000 3900.00| 390.00000 3900.00 MONUMENT, B | | | 0033 615-06527 4.000 EACH| 290.00000 1160.00| 290.00000 1160.00| 290.00000 1160.00 MONUMENT, SECTION CORNER | | | 0034 616-02320 6746.000 SYS | 1.90000 12817.40| 2.00000 13492.00| 2.10000 14166.60 GEOTEXTILES | | | 0035 616-06405 3412.000 TON | 20.00000 68240.00| 22.00000 75064.00| 19.00000 64828.00 RIPRAP, REVETMENT | | | 0036 621-01004 6.000 EACH| 750.00000 4500.00| 750.00000 4500.00| 750.00000 4500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02770 39000.000 SYS | 1.24000 48360.00| 1.25000 48750.00| 1.24000 48360.00 EROSION CONTROL BLANKET | | | 0038 621-06545 10.000 TON | 480.00000 4800.00| 480.00000 4800.00| 480.00000 4800.00 FERTILIZER | | | 0039 621-06553 4097.000 LBS | 2.54000 10406.38| 2.54000 10406.38| 2.54000 10406.38 SEED MIXTURE, R | | | 0040 621-06557 1808.000 LBS | 1.48000 2675.84| 1.48000 2675.84| 1.48000 2675.84 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 220 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,981,899.60 ROUTE : 1000E. CALL ORDER : 220 CONTRACT ID : R -26648-A COUNTIES : NOBLE LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-1185040 |(6) 35-1016737 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06565 48.000 TON | 367.00000 17616.00| 367.00000 17616.00| 367.00000 17616.00 MULCHING MATERIAL | | | 0042 621-06567 60.000 MG | 2.00000 120.00| 2.00000 120.00| 2.00000 120.00 WATER | | | 0043 621-06574 9578.000 SYS | 2.56000 24519.68| 2.56000 24519.68| 2.56000 24519.68 SODDING | | | 0044 621-06575 5412.000 SYS | 2.56000 13854.72| 2.56000 13854.72| 2.56000 13854.72 SODDING, NURSERY | | | 0045 715-03475 2.000 EACH| 230.00000 460.00| 300.00000 600.00| 269.00000 538.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0046 715-05019 82.000 LFT | 55.00000 4510.00| 74.00000 6068.00| 74.65000 6121.30 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0047 715-05048 38410.000 LFT | 2.02000 77588.20| 3.00000 115230.00| 3.80000 145958.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0048 715-05053 1799.000 LFT | 10.80000 19429.20| 6.75000 12143.25| 22.39000 40279.61 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0049 715-05121 374.000 LFT | 36.50000 13651.00| 30.00000 11220.00| 46.35000 17334.90 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0050 715-05123 296.000 LFT | 58.00000 17168.00| 35.00000 10360.00| 53.90000 15954.40 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0051 715-05125 62.000 LFT | 62.00000 3844.00| 63.00000 3906.00| 62.69000 3886.78 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0052 715-05128 62.000 LFT | 98.00000 6076.00| 100.00000 6200.00| 97.15000 6023.30 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0053 715-05133 110.000 LFT | 137.00000 15070.00| 160.00000 17600.00| 109.33000 12026.30 PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0054 715-05149 372.000 LFT | 19.00000 7068.00| 27.00000 10044.00| 30.42000 11316.24 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0055 715-05151 1030.000 LFT | 23.50000 24205.00| 28.50000 29355.00| 34.05000 35071.50 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0056 715-05152 154.000 LFT | 26.00000 4004.00| 30.00000 4620.00| 39.35000 6059.90 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0057 715-05154 78.000 LFT | 33.00000 2574.00| 37.00000 2886.00| 37.49000 2924.22 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0058 715-05156 775.000 LFT | 40.00000 31000.00| 53.00000 41075.00| 44.40000 34410.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0059 715-05168 1286.000 LFT | 20.00000 25720.00| 25.00000 32150.00| 28.88000 37139.68 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0060 715-05246 60.000 LFT | 167.00000 10020.00| 150.00000 9000.00| 178.35000 10701.00 PIPE, TYPE 1, DEFORMED, 14.7 SQ. FT. | | | 0061 715-05840 2.000 EACH| 830.00000 1660.00| 650.00000 1300.00| 1025.00000 2050.00 CONCRETE ANCHOR, MIN. AREA 14.7 SQ.FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 220 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,981,899.60 ROUTE : 1000E. CALL ORDER : 220 CONTRACT ID : R -26648-A COUNTIES : NOBLE LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-1185040 |(6) 35-1016737 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 715-05841 2.000 EACH| 810.00000 1620.00| 650.00000 1300.00| 1100.00000 2200.00 CONCRETE ANCHOR, 60 IN. | | | 0063 715-06004 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 925.00000 1850.00 CONCRETE ANCHOR, 48 IN. | | | 0064 715-07584 510.000 LFT | 122.00000 62220.00| 120.00000 61200.00| 122.50000 62475.00 PIPE, TYPE 1, DEFORMED, 21.9 SQ. FT. | | | 0065 715-07585 2.000 EACH| 760.00000 1520.00| 650.00000 1300.00| 1150.00000 2300.00 CONCRETE ANCHOR, MIN. AREA 21.9 SQ. FT. | | | 0066 715-07586 40.000 LFT | 54.00000 2160.00| 75.00000 3000.00| 60.70000 2428.00 PIPE, TYPE 1, DEFORMED, 4.5 SQ. FT. | | | 0067 715-07587 40.000 LFT | 53.00000 2120.00| 60.00000 2400.00| 60.12000 2404.80 PIPE, TYPE 1, DEFORMED, 1.8 SQ. FT. | | | 0068 715-46000 52.000 EACH| 110.00000 5720.00| 175.00000 9100.00| 127.00000 6604.00 PIPE END SECTION, 12 IN. | | | 0069 715-46005 4.000 EACH| 125.00000 500.00| 200.00000 800.00| 149.00000 596.00 PIPE END SECTION, 15 IN. | | | 0070 715-46010 11.000 EACH| 165.00000 1815.00| 230.00000 2530.00| 180.00000 1980.00 PIPE END SECTION, 18 IN. | | | 0071 715-46020 12.000 EACH| 235.00000 2820.00| 350.00000 4200.00| 220.00000 2640.00 PIPE END SECTION, 24 IN. | | | 0072 715-46030 2.000 EACH| 355.00000 710.00| 440.00000 880.00| 335.00000 670.00 PIPE END SECTION, 30 IN. | | | 0073 715-46040 2.000 EACH| 475.00000 950.00| 750.00000 1500.00| 690.00000 1380.00 PIPE END SECTION, 36 IN. | | | 0074 715-46055 2.000 EACH| 350.00000 700.00| 560.00000 1120.00| 250.00000 500.00 PIPE END SECTION, MIN. AREA 1.8 SQ. FT. | | | 0075 715-97607 2.000 EACH| 295.00000 590.00| 325.00000 650.00| 305.00000 610.00 PIPE END SECTION, MIN. AREA 4.5 SQ. FT. | | | 0076 718-06531 83.000 EACH| 370.00000 30710.00| 200.00000 16600.00| 490.00000 40670.00 OUTLET PROTECTOR, 3 | | | 0077 718-06532 6000.000 LFT | 0.90000 5400.00| 0.90000 5400.00| 0.90000 5400.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0078 718-52610 3455.000 CYS | 18.50000 63917.50| 18.00000 62190.00| 26.00000 89830.00 AGGREGATE FOR UNDERDRAINS | | | 0079 718-99153 26345.000 SYS | 1.00000 26345.00| 0.40000 10538.00| 1.90000 50055.50 GEOTEXTILES FOR UNDERDRAIN | | | 0080 720-45030 2.000 EACH| 1400.00000 2800.00| 850.00000 1700.00| 1025.00000 2050.00 INLET, E7 | | | 0081 720-45050 9.000 EACH| 1350.00000 12150.00| 1100.00000 9900.00| 1350.00000 12150.00 INLET, J11 | | | 0082 720-45060 4.000 EACH| 1300.00000 5200.00| 1100.00000 4400.00| 1350.00000 5400.00 INLET, M11 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 220 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,981,899.60 ROUTE : 1000E. CALL ORDER : 220 CONTRACT ID : R -26648-A COUNTIES : NOBLE LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-1185040 |(6) 35-1016737 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 720-45410 3.000 EACH| 1200.00000 3600.00| 1400.00000 4200.00| 1175.00000 3525.00 MANHOLE, C4 | | | 0084 720-45415 1.000 EACH| 1670.00000 1670.00| 2200.00000 2200.00| 1685.00000 1685.00 MANHOLE, D4 | | | 0085 720-45425 1.000 EACH| 8400.00000 8400.00| 6000.00000 6000.00| 4780.00000 4780.00 MANHOLE, F4 MODIFIED | | | 0086 720-97218 1.000 EACH| 2300.00000 2300.00| 3000.00000 3000.00| 1975.00000 1975.00 MANHOLE, D7 | | | 0087 720-99350 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00| 1850.00000 1850.00 INLET, C16 | | | 0088 801-04308 16.000 EACH| 385.00000 6160.00| 375.00000 6000.00| 385.00000 6160.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0089 801-06640 24.000 EACH| 300.00000 7200.00| 250.00000 6000.00| 300.00000 7200.00 CONSTRUCTION SIGN, A | | | 0090 801-06645 2.000 EACH| 50.00000 100.00| 65.00000 130.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0091 801-06775 LUMP| 44730.00000 44730.00| 10000.00000 10000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0092 801-07119 216.000 LFT | 18.50000 3996.00| 25.00000 5400.00| 18.50000 3996.00 BARRICADE, III-B | | | 0093 802-05701 354.500 LFT | 12.95000 4590.78| 8.50000 3013.25| 12.96000 4594.32 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0094 802-76025 25.000 SFT | 5.95000 148.75| 15.00000 375.00| 5.95000 148.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0095 802-76035 190.400 SFT | 6.25000 1190.00| 15.30000 2913.12| 6.25000 1190.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0096 804-76350 13.000 EACH| 16.00000 208.00| 312.00000 4056.00| 16.00000 208.00 DELINEATOR WITH POST, D3, 3 IN. DIA. | | | 0097 808-06703 39605.000 LFT | 0.36000 14257.80| 0.26000 10297.30| 0.36000 14257.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0098 808-75240 4030.000 LFT | 0.36000 1450.80| 0.26000 1047.80| 0.36000 1450.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0099 808-75245 16070.000 LFT | 0.36000 5785.20| 0.26000 4178.20| 0.36000 5785.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0100 808-75297 175.000 LFT | 4.85000 848.75| 4.85000 848.75| 4.85000 848.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 220 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,981,899.60 ROUTE : 1000E. CALL ORDER : 220 CONTRACT ID : R -26648-A COUNTIES : NOBLE LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-1185040 |(6) 35-1016737 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,965,095.94| $ 3,056,863.39| $ 3,218,916.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,965,095.94| $ 3,056,863.39| $ 3,218,916.47 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,413.44 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26666-A COUNTIES : LAKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N791004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1068009 DYER CONSTRUCTION CO REJECTED $ 791,755.87 100.0000% 2 35-1120685 WALSH & KELLY, INC. AWARD $ 842,778.98 106.4442% 3 35-1035700 BUCKO CONSTRUCTION $ 959,999.90 121.2494% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 964,498.50 121.8176% 5 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 1,014,030.08 128.0735% 6 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,122,760.26 141.8063% ==================================================================================================================================== |(1) 35-1068009 |(2) 35-1120685 |(3) 35-1035700 |DYER CONSTRUCTION CO |WALSH & KELLY |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 8500.00000 8500.00| 9500.00000 9500.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1300.00000 7800.00| 1200.00000 7200.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 27000.00000 27000.00| 41000.00000 41000.00| 47999.98000 47999.98 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8262.00000 8262.00| 14000.00000 14000.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 963.500 LFT | 3.20000 3083.20| 3.00000 2890.50| 4.65000 4480.28 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 36000.00000 36000.00| 15000.00000 15000.00| 3000.00000 3000.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 4042.000 CYS | 4.00000 16168.00| 4.00000 16168.00| 15.00000 60630.00 EXCAVATION, COMMON | | | 0008 203-02070 13035.000 CYS | 9.05000 117966.75| 9.05000 117966.75| 10.80000 140778.00 BORROW | | | 0009 203-96153 227.000 TON | 19.95000 4528.65| 12.00000 2724.00| 17.50000 3972.50 BACKFILL, STONE | | | 0010 205-06932 34.000 LFT | 24.75000 841.50| 20.00000 680.00| 24.75000 841.50 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06933 7.000 EACH| 60.00000 420.00| 60.00000 420.00| 60.00000 420.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06935 1.000 EACH| 1168.70000 1168.70| 100.00000 100.00| 2700.00000 2700.00 TEMPORARY SEDIMENT BASIN | | | 0013 205-06936 208.000 TON | 29.00000 6032.00| 29.00000 6032.00| 25.30000 5262.40 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,413.44 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26666-A COUNTIES : LAKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1068009 |(2) 35-1120685 |(3) 35-1035700 |DYER CONSTRUCTION CO |WALSH & KELLY |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06937 1930.000 LFT | 1.50000 2895.00| 1.50000 2895.00| 1.52000 2933.60 TEMPORARY SILT FENCE | | | 0015 207-07500 8973.000 SYS | 2.74000 24586.02| 2.74000 24586.02| 5.85000 52492.05 SUBGRADE TREATMENT, TYPE C | | | 0016 211-02050 1118.000 CYS | 14.00000 15652.00| 14.00000 15652.00| 11.00000 12298.00 B BORROW | | | 0017 211-07454 1200.000 CYS | 17.70000 21240.00| 17.70000 21240.00| 12.00000 14400.00 STRUCTURE BACKFILL | | | 0018 301-07448 41.000 TON | 18.05000 740.05| 29.00000 1189.00| 17.00000 697.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-01180 278.200 TON | 13.75000 3825.25| 16.25000 4520.75| 13.00000 3616.60 COMPACTED AGGREGATE, NO. 53 | | | 0020 401-07328 665.900 TON | 42.00000 27967.80| 42.00000 27967.80| 36.50000 24305.35 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0021 401-07398 1109.800 TON | 32.00000 35513.60| 32.00000 35513.60| 32.50000 36068.50 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0022 401-07424 3129.500 TON | 29.00000 90755.50| 29.00000 90755.50| 29.00000 90755.50 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0023 401-07429 1632.700 TON | 33.00000 53879.10| 33.00000 53879.10| 32.50000 53062.75 QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0024 405-05517 0.950 TON | 600.00000 570.00| 600.00000 570.00| 500.00000 475.00 ASPHALT FOR PRIME COAT | | | 0025 406-05520 8.130 TON | 240.00000 1951.20| 240.00000 1951.20| 450.00000 3658.50 ASPHALT FOR TACK COAT | | | 0026 601-01740 5.000 EACH| 1700.00000 8500.00| 1700.00000 8500.00| 1775.00000 8875.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0027 601-02636 37.500 LFT | 17.00000 637.50| 17.00000 637.50| 26.00000 975.00 GUARDRAIL, W BEAM, NESTED | | | 0028 601-94689 3.000 EACH| 1900.00000 5700.00| 1900.00000 5700.00| 2050.00000 6150.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-97774 3.000 EACH| 900.00000 2700.00| 900.00000 2700.00| 800.00000 2400.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 1231.500 LFT | 9.00000 11083.50| 9.00000 11083.50| 9.90000 12191.85 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 605-06120 239.000 LFT | 12.00000 2868.00| 29.00000 6931.00| 17.00000 4063.00 CURB, CONCRETE | | | 0032 605-06155 2345.000 LFT | 15.00000 35175.00| 14.50000 34002.50| 11.00000 25795.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0033 607-06175 20.000 LFT | 15.00000 300.00| 100.00000 2000.00| 15.00000 300.00 GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,413.44 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26666-A COUNTIES : LAKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1068009 |(2) 35-1120685 |(3) 35-1035700 |DYER CONSTRUCTION CO |WALSH & KELLY |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 610-05527 143.500 TON | 75.00000 10762.50| 75.00000 10762.50| 42.50000 6098.75 HMA FOR APPROACHES | | | 0035 611-05330 438.000 SYS | 31.00000 13578.00| 48.00000 21024.00| 33.25000 14563.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0036 611-06497 8.000 EACH| 66.00000 528.00| 150.00000 1200.00| 185.00000 1480.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 611-95728 100.000 SYS | 35.25000 3525.00| 66.00000 6600.00| 38.00000 3800.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0038 614-06480 114.000 LFT | 25.00000 2850.00| 250.00000 28500.00| 59.25000 6754.50 HEADER, CEMENT CONCRETE, C | | | 0039 616-02320 379.000 SYS | 1.35000 511.65| 1.32000 500.28| 1.50000 568.50 GEOTEXTILES | | | 0040 616-06406 158.000 SYS | 18.95000 2994.10| 40.42000 6386.36| 21.80000 3444.40 RIPRAP, REVETMENT | | | 0041 616-06811 5.670 CYS | 55.50000 314.69| 225.99000 1281.36| 120.00000 680.40 RIPRAP , HANDLAID | | | 0042 621-01004 1.000 EACH| 795.00000 795.00| 795.00000 795.00| 795.00000 795.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06548 10.000 LBS | 25.00000 250.00| 25.00000 250.00| 25.00000 250.00 SEED MIXTURE, CV | | | 0044 621-06560 4050.000 SYS | 0.40000 1620.00| 0.38000 1539.00| 0.38000 1539.00 MULCHED SEEDING, U | | | 0045 621-06567 8.000 MG | 2.00000 16.00| 2.00000 16.00| 2.00000 16.00 WATER | | | 0046 621-06570 222.300 CYS | 22.10000 4912.83| 25.00000 5557.50| 35.00000 7780.50 TOP SOIL | | | 0047 621-06575 2000.000 SYS | 4.20000 8400.00| 4.18000 8360.00| 4.18000 8360.00 SODDING, NURSERY | | | 0048 703-51030 20772.000 LBS | 0.80000 16617.60| 0.80000 16617.60| 0.70000 14540.40 REINFORCING STEEL | | | 0049 714-44240 90.400 CYS | 325.00000 29380.00| 325.00000 29380.00| 1000.00000 90400.00 CONCRETE, A, STRUCTURES | | | 0050 715-05019 192.000 LFT | 59.20000 11366.40| 59.20000 11366.40| 160.00000 30720.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0051 715-05048 2641.000 LFT | 5.15000 13601.15| 5.15000 13601.15| 4.00000 10564.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0052 715-05053 22.000 LFT | 30.00000 660.00| 30.00000 660.00| 10.00000 220.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 230 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,413.44 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26666-A COUNTIES : LAKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1068009 |(2) 35-1120685 |(3) 35-1035700 |DYER CONSTRUCTION CO |WALSH & KELLY |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05128 104.000 LFT | 105.00000 10920.00| 105.00000 10920.00| 110.00000 11440.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0054 715-05149 432.000 LFT | 23.60000 10195.20| 23.60000 10195.20| 33.00000 14256.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0055 715-05152 4.000 LFT | 64.60000 258.40| 64.60000 258.40| 350.00000 1400.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0056 715-05169 119.000 LFT | 21.25000 2528.75| 21.25000 2528.75| 36.00000 4284.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0057 715-46000 1.000 EACH| 240.00000 240.00| 240.00000 240.00| 175.00000 175.00 PIPE END SECTION, 12 IN. | | | 0058 715-46005 4.000 EACH| 270.00000 1080.00| 270.00000 1080.00| 200.00000 800.00 PIPE END SECTION, 15 IN. | | | 0059 715-46040 4.000 EACH| 566.00000 2264.00| 566.00000 2264.00| 470.00000 1880.00 PIPE END SECTION, 36 IN. | | | 0060 718-06532 3000.000 LFT | 1.00000 3000.00| 1.00000 3000.00| 0.90000 2700.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0061 718-52610 238.000 CYS | 13.50000 3213.00| 13.50000 3213.00| 30.00000 7140.00 AGGREGATE FOR UNDERDRAINS | | | 0062 718-99153 2966.000 SYS | 0.40000 1186.40| 0.40000 1186.40| 1.25000 3707.50 GEOTEXTILES FOR UNDERDRAIN | | | 0063 720-44000 2.000 EACH| 357.00000 714.00| 357.00000 714.00| 250.00000 500.00 CASTING, ADJUST TO GRADE | | | 0064 720-44040 1.000 EACH| 378.00000 378.00| 378.00000 378.00| 385.00000 385.00 CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0065 720-45030 1.000 EACH| 760.00000 760.00| 760.00000 760.00| 1000.00000 1000.00 INLET, E7 | | | 0066 720-45045 2.000 EACH| 862.00000 1724.00| 862.00000 1724.00| 1250.00000 2500.00 INLET, J10 | | | 0067 720-45055 2.000 EACH| 891.00000 1782.00| 891.00000 1782.00| 1375.00000 2750.00 INLET, M10 | | | 0068 720-45275 2.000 EACH| 466.00000 932.00| 466.00000 932.00| 750.00000 1500.00 PIPE CATCH BASIN, 24 IN. | | | 0069 720-98174 1.000 EACH| 1210.00000 1210.00| 1210.00000 1210.00| 1600.00000 1600.00 INLET, B15 | | | 0070 720-98555 2.000 EACH| 1258.00000 2516.00| 1258.00000 2516.00| 1800.00000 3600.00 INLET, C15 | | | 0071 732-91742 2.000 EACH| 1090.00000 2180.00| 1090.00000 2180.00| 1000.00000 2000.00 FIRE HYDRANT ASSEMBLY, ADJUST | | | 0072 801-01506 4.000 EACH| 47.00000 188.00| 47.00000 188.00| 47.00000 188.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 230 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,413.44 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26666-A COUNTIES : LAKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1068009 |(2) 35-1120685 |(3) 35-1035700 |DYER CONSTRUCTION CO |WALSH & KELLY |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 801-06203 5170.000 LFT | 0.20000 1034.00| 0.21000 1085.70| 0.21000 1085.70 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0074 801-06625 24.000 EACH| 49.00000 1176.00| 49.00000 1176.00| 49.00000 1176.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0075 801-06640 50.000 EACH| 68.00000 3400.00| 68.00000 3400.00| 68.00000 3400.00 CONSTRUCTION SIGN, A | | | 0076 801-06775 LUMP| 4300.00000 4300.00| 12000.00000 12000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0077 801-07119 240.000 LFT | 5.65000 1356.00| 5.63000 1351.20| 5.63000 1351.20 BARRICADE, III-B | | | 0078 802-05701 28.500 LFT | 7.95000 226.58| 8.00000 228.00| 11.15000 317.78 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0079 802-05702 42.000 LFT | 5.95000 249.90| 8.00000 336.00| 8.90000 373.80 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0080 802-76035 33.000 SFT | 14.50000 478.50| 11.00000 363.00| 18.45000 608.85 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0081 805-06592 90.000 LFT | 8.00000 720.00| 8.00000 720.00| 8.80000 792.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0082 805-86890 1050.000 LFT | 0.25000 262.50| 0.25000 262.50| 0.50000 525.00 POLE CIRCUIT CABLE, 1C NO. 10 THW OR TW | | | STRANDED COPPER | | | 0083 805-86920 15.000 EACH| 15.00000 225.00| 15.00000 225.00| 12.40000 186.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0084 805-86930 16.000 EACH| 15.00000 240.00| 15.00000 240.00| 11.60000 185.60 INSULATING LINK, NOT WATERPROOFED | | | 0085 805-98335 1035.000 LFT | 2.90000 3001.50| 2.90000 3001.50| 3.80000 3933.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0086 805-98336 90.000 LFT | 2.90000 261.00| 2.90000 261.00| 3.80000 342.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0087 807-02191 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 600.00000 600.00 HANDHOLE, LIGHTING | | | 0088 807-02193 7.000 EACH| 500.00000 3500.00| 500.00000 3500.00| 550.00000 3850.00 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0089 807-85602 1.000 EACH| 1180.00000 1180.00| 1180.00000 1180.00| 1380.00000 1380.00 LIGHT POLE, 34 FT. E.M.H., 15.0 FT. | | | MAST ARM, BREAKAWAY BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 230 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,413.44 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26666-A COUNTIES : LAKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1068009 |(2) 35-1120685 |(3) 35-1035700 |DYER CONSTRUCTION CO |WALSH & KELLY |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 807-85648 6.000 EACH| 1170.00000 7020.00| 1170.00000 7020.00| 1644.00000 9864.00 LIGHT POLE, 36 FT. E.M.H., 10.0 FT. | | | MAST ARM, BREAKAWAY BASE | | | 0091 807-86620 7.000 EACH| 300.00000 2100.00| 300.00000 2100.00| 280.00000 1960.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0092 807-86910 7.000 EACH| 22.00000 154.00| 22.00000 154.00| 22.20000 155.40 CONNECTOR KIT, UNFUSED | | | 0093 807-86915 7.000 EACH| 22.00000 154.00| 22.00000 154.00| 28.90000 202.30 CONNECTOR KIT, FUSED | | | 0094 807-86950 7.000 EACH| 20.00000 140.00| 20.00000 140.00| 25.00000 175.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0095 807-86955 7.000 EACH| 100.00000 700.00| 100.00000 700.00| 100.00000 700.00 CABLE DUCT MARKER | | | 0096 808-03114 4.000 EACH| 48.00000 192.00| 48.00000 192.00| 48.00000 192.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 8 FT. | | | 0097 808-06711 180.000 LFT | 0.35000 63.00| 0.35000 63.00| 0.35000 63.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0098 808-06713 1987.000 LFT | 0.35000 695.45| 0.35000 695.45| 0.35000 695.45 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0099 808-06723 9.000 EACH| 25.00000 225.00| 25.00000 225.00| 25.00000 225.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0100 808-06724 1.000 EACH| 35.00000 35.00| 35.00000 35.00| 35.00000 35.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0101 808-75245 2772.000 LFT | 0.50000 1386.00| 0.48000 1330.56| 0.48000 1330.56 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0102 808-75297 27.000 LFT | 4.35000 117.45| 4.35000 117.45| 4.35000 117.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0103 601-06037 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| 675.00000 2700.00 GUARDRAIL END TREATMENT, I | | | SECTION TOTALS | $ 791,755.87| $ 842,778.98| $ 959,999.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 791,755.87| $ 842,778.98| $ 959,999.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 230 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,413.44 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26666-A COUNTIES : LAKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1106884 |(6) 35-1035114 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 11000.00000 11000.00| 11000.00000 11000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2500.00000 15000.00| 2200.00000 13200.00| 1600.00000 9600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 48225.00000 48225.00| 50000.00000 50000.00| 55000.00000 55000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 19290.00000 19290.00| 20000.00000 20000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 963.500 LFT | 4.10000 3950.35| 4.00000 3854.00| 4.00000 3854.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 2500.00000 2500.00| 70000.00000 70000.00| 125000.00000 125000.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 4042.000 CYS | 10.10000 40824.20| 6.00000 24252.00| 15.00000 60630.00 EXCAVATION, COMMON | | | 0008 203-02070 13035.000 CYS | 12.00000 156420.00| 14.80000 192918.00| 4.00000 52140.00 BORROW | | | 0009 203-96153 227.000 TON | 25.00000 5675.00| 20.00000 4540.00| 18.00000 4086.00 BACKFILL, STONE | | | 0010 205-06932 34.000 LFT | 25.00000 850.00| 25.00000 850.00| 24.75000 841.50 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06933 7.000 EACH| 61.00000 427.00| 60.00000 420.00| 60.00000 420.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06935 1.000 EACH| 500.00000 500.00| 800.00000 800.00| 2000.00000 2000.00 TEMPORARY SEDIMENT BASIN | | | 0013 205-06936 208.000 TON | 20.00000 4160.00| 25.00000 5200.00| 25.00000 5200.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 1930.000 LFT | 1.60000 3088.00| 1.50000 2895.00| 1.52000 2933.60 TEMPORARY SILT FENCE | | | 0015 207-07500 8973.000 SYS | 4.20000 37686.60| 5.85000 52492.05| 7.00000 62811.00 SUBGRADE TREATMENT, TYPE C | | | 0016 211-02050 1118.000 CYS | 15.00000 16770.00| 17.65000 19732.70| 20.00000 22360.00 B BORROW | | | 0017 211-07454 1200.000 CYS | 0.10000 120.00| 12.20000 14640.00| 12.20000 14640.00 STRUCTURE BACKFILL | | | 0018 301-07448 41.000 TON | 25.00000 1025.00| 29.30000 1201.30| 15.00000 615.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-01180 278.200 TON | 20.00000 5564.00| 19.50000 5424.90| 13.00000 3616.60 COMPACTED AGGREGATE, NO. 53 | | | 0020 401-07328 665.900 TON | 50.00000 33295.00| 42.00000 27967.80| 42.00000 27967.80 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 230 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,413.44 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26666-A COUNTIES : LAKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1106884 |(6) 35-1035114 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07398 1109.800 TON | 40.00000 44392.00| 32.00000 35513.60| 32.00000 35513.60 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0022 401-07424 3129.500 TON | 36.00000 112662.00| 29.00000 90755.50| 29.00000 90755.50 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0023 401-07429 1632.700 TON | 46.00000 75104.20| 33.00000 53879.10| 33.00000 53879.10 QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0024 405-05517 0.950 TON | 700.00000 665.00| 600.00000 570.00| 600.00000 570.00 ASPHALT FOR PRIME COAT | | | 0025 406-05520 8.130 TON | 200.00000 1626.00| 240.00000 1951.20| 240.00000 1951.20 ASPHALT FOR TACK COAT | | | 0026 601-01740 5.000 EACH| 1785.00000 8925.00| 1700.00000 8500.00| 1700.00000 8500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0027 601-02636 37.500 LFT | 17.40000 652.50| 17.00000 637.50| 17.00000 637.50 GUARDRAIL, W BEAM, NESTED | | | 0028 601-94689 3.000 EACH| 1957.00000 5871.00| 1900.00000 5700.00| 1900.00000 5700.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-97774 3.000 EACH| 936.00000 2808.00| 900.00000 2700.00| 900.00000 2700.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 1231.500 LFT | 10.00000 12315.00| 9.00000 11083.50| 9.00000 11083.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 605-06120 239.000 LFT | 15.00000 3585.00| 29.00000 6931.00| 20.00000 4780.00 CURB, CONCRETE | | | 0032 605-06155 2345.000 LFT | 13.00000 30485.00| 14.50000 34002.50| 14.00000 32830.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0033 607-06175 20.000 LFT | 36.50000 730.00| 29.00000 580.00| 50.00000 1000.00 GUTTER, CONCRETE | | | 0034 610-05527 143.500 TON | 70.00000 10045.00| 50.00000 7175.00| 75.00000 10762.50 HMA FOR APPROACHES | | | 0035 611-05330 438.000 SYS | 35.00000 15330.00| 45.00000 19710.00| 35.00000 15330.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0036 611-06497 8.000 EACH| 150.00000 1200.00| 185.00000 1480.00| 125.00000 1000.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 611-95728 100.000 SYS | 54.00000 5400.00| 55.00000 5500.00| 45.00000 4500.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0038 614-06480 114.000 LFT | 35.00000 3990.00| 22.00000 2508.00| 60.00000 6840.00 HEADER, CEMENT CONCRETE, C | | | 0039 616-02320 379.000 SYS | 2.00000 758.00| 2.50000 947.50| 2.25000 852.75 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 230 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,413.44 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26666-A COUNTIES : LAKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1106884 |(6) 35-1035114 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 616-06406 158.000 SYS | 21.00000 3318.00| 34.75000 5490.50| 35.00000 5530.00 RIPRAP, REVETMENT | | | 0041 616-06811 5.670 CYS | 50.00000 283.50| 65.50000 371.39| 225.00000 1275.75 RIPRAP , HANDLAID | | | 0042 621-01004 1.000 EACH| 800.00000 800.00| 795.00000 795.00| 795.00000 795.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06548 10.000 LBS | 26.00000 260.00| 25.00000 250.00| 25.00000 250.00 SEED MIXTURE, CV | | | 0044 621-06560 4050.000 SYS | 0.40000 1620.00| 0.38000 1539.00| 0.38000 1539.00 MULCHED SEEDING, U | | | 0045 621-06567 8.000 MG | 2.00000 16.00| 2.00000 16.00| 2.00000 16.00 WATER | | | 0046 621-06570 222.300 CYS | 27.00000 6002.10| 13.20000 2934.36| 20.00000 4446.00 TOP SOIL | | | 0047 621-06575 2000.000 SYS | 4.25000 8500.00| 4.20000 8400.00| 4.18000 8360.00 SODDING, NURSERY | | | 0048 703-51030 20772.000 LBS | 0.65000 13501.80| 0.80000 16617.60| 1.50000 31158.00 REINFORCING STEEL | | | 0049 714-44240 90.400 CYS | 670.00000 60568.00| 370.00000 33448.00| 1100.00000 99440.00 CONCRETE, A, STRUCTURES | | | 0050 715-05019 192.000 LFT | 72.00000 13824.00| 95.00000 18240.00| 95.00000 18240.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0051 715-05048 2641.000 LFT | 4.00000 10564.00| 5.80000 15317.80| 5.80000 15317.80 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0052 715-05053 22.000 LFT | 5.00000 110.00| 25.00000 550.00| 25.00000 550.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0053 715-05128 104.000 LFT | 118.00000 12272.00| 138.00000 14352.00| 138.00000 14352.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0054 715-05149 432.000 LFT | 26.50000 11448.00| 26.00000 11232.00| 26.00000 11232.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0055 715-05152 4.000 LFT | 110.00000 440.00| 65.00000 260.00| 65.00000 260.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0056 715-05169 119.000 LFT | 28.00000 3332.00| 28.00000 3332.00| 28.00000 3332.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0057 715-46000 1.000 EACH| 260.00000 260.00| 275.00000 275.00| 275.00000 275.00 PIPE END SECTION, 12 IN. | | | 0058 715-46005 4.000 EACH| 260.00000 1040.00| 304.00000 1216.00| 304.00000 1216.00 PIPE END SECTION, 15 IN. | | | 0059 715-46040 4.000 EACH| 520.00000 2080.00| 845.00000 3380.00| 845.00000 3380.00 PIPE END SECTION, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 230 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,413.44 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26666-A COUNTIES : LAKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1106884 |(6) 35-1035114 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 718-06532 3000.000 LFT | 0.95000 2850.00| 0.90000 2700.00| 0.90000 2700.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0061 718-52610 238.000 CYS | 25.00000 5950.00| 21.00000 4998.00| 21.00000 4998.00 AGGREGATE FOR UNDERDRAINS | | | 0062 718-99153 2966.000 SYS | 0.55000 1631.30| 1.20000 3559.20| 1.20000 3559.20 GEOTEXTILES FOR UNDERDRAIN | | | 0063 720-44000 2.000 EACH| 200.00000 400.00| 2.36000 4.72| 236.00000 472.00 CASTING, ADJUST TO GRADE | | | 0064 720-44040 1.000 EACH| 370.00000 370.00| 354.00000 354.00| 354.00000 354.00 CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0065 720-45030 1.000 EACH| 1000.00000 1000.00| 1330.00000 1330.00| 1330.00000 1330.00 INLET, E7 | | | 0066 720-45045 2.000 EACH| 1300.00000 2600.00| 1300.00000 2600.00| 1300.00000 2600.00 INLET, J10 | | | 0067 720-45055 2.000 EACH| 1300.00000 2600.00| 1350.00000 2700.00| 1315.00000 2630.00 INLET, M10 | | | 0068 720-45275 2.000 EACH| 800.00000 1600.00| 1000.00000 2000.00| 1000.00000 2000.00 PIPE CATCH BASIN, 24 IN. | | | 0069 720-98174 1.000 EACH| 2080.00000 2080.00| 1657.00000 1657.00| 1657.00000 1657.00 INLET, B15 | | | 0070 720-98555 2.000 EACH| 2150.00000 4300.00| 1800.00000 3600.00| 1798.00000 3596.00 INLET, C15 | | | 0071 732-91742 2.000 EACH| 663.00000 1326.00| 677.00000 1354.00| 677.00000 1354.00 FIRE HYDRANT ASSEMBLY, ADJUST | | | 0072 801-01506 4.000 EACH| 50.00000 200.00| 47.00000 188.00| 47.00000 188.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0073 801-06203 5170.000 LFT | 0.22000 1137.40| 0.21000 1085.70| 0.21000 1085.70 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0074 801-06625 24.000 EACH| 50.00000 1200.00| 49.00000 1176.00| 49.00000 1176.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0075 801-06640 50.000 EACH| 70.00000 3500.00| 68.00000 3400.00| 68.00000 3400.00 CONSTRUCTION SIGN, A | | | 0076 801-06775 LUMP| 10000.00000 10000.00| 4300.00000 4300.00| 33300.00000 33300.00 MAINTAINING TRAFFIC | | | 0077 801-07119 240.000 LFT | 5.90000 1416.00| 5.63000 1351.20| 5.63000 1351.20 BARRICADE, III-B | | | 0078 802-05701 28.500 LFT | 8.50000 242.25| 8.00000 228.00| 8.00000 228.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0079 802-05702 42.000 LFT | 8.50000 357.00| 8.00000 336.00| 8.00000 336.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 230 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,413.44 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26666-A COUNTIES : LAKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1106884 |(6) 35-1035114 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 802-76035 33.000 SFT | 12.00000 396.00| 11.00000 363.00| 11.00000 363.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0081 805-06592 90.000 LFT | 8.50000 765.00| 8.00000 720.00| 8.00000 720.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0082 805-86890 1050.000 LFT | 0.28000 294.00| 0.25000 262.50| 0.25000 262.50 POLE CIRCUIT CABLE, 1C NO. 10 THW OR TW | | | STRANDED COPPER | | | 0083 805-86920 15.000 EACH| 16.00000 240.00| 15.00000 225.00| 15.00000 225.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0084 805-86930 16.000 EACH| 16.00000 256.00| 15.00000 240.00| 15.00000 240.00 INSULATING LINK, NOT WATERPROOFED | | | 0085 805-98335 1035.000 LFT | 3.00000 3105.00| 2.90000 3001.50| 2.90000 3001.50 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0086 805-98336 90.000 LFT | 3.00000 270.00| 2.90000 261.00| 2.90000 261.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0087 807-02191 1.000 EACH| 525.00000 525.00| 500.00000 500.00| 500.00000 500.00 HANDHOLE, LIGHTING | | | 0088 807-02193 7.000 EACH| 525.00000 3675.00| 500.00000 3500.00| 500.00000 3500.00 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0089 807-85602 1.000 EACH| 1200.00000 1200.00| 1180.00000 1180.00| 1180.00000 1180.00 LIGHT POLE, 34 FT. E.M.H., 15.0 FT. | | | MAST ARM, BREAKAWAY BASE | | | 0090 807-85648 6.000 EACH| 1200.00000 7200.00| 1170.00000 7020.00| 1170.00000 7020.00 LIGHT POLE, 36 FT. E.M.H., 10.0 FT. | | | MAST ARM, BREAKAWAY BASE | | | 0091 807-86620 7.000 EACH| 310.00000 2170.00| 300.00000 2100.00| 300.00000 2100.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0092 807-86910 7.000 EACH| 23.00000 161.00| 22.00000 154.00| 22.00000 154.00 CONNECTOR KIT, UNFUSED | | | 0093 807-86915 7.000 EACH| 23.00000 161.00| 22.00000 154.00| 22.00000 154.00 CONNECTOR KIT, FUSED | | | 0094 807-86950 7.000 EACH| 21.00000 147.00| 20.00000 140.00| 20.00000 140.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0095 807-86955 7.000 EACH| 105.00000 735.00| 100.00000 700.00| 100.00000 700.00 CABLE DUCT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 230 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,413.44 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26666-A COUNTIES : LAKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1106884 |(6) 35-1035114 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION COMPANY, |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 808-03114 4.000 EACH| 50.00000 200.00| 48.00000 192.00| 48.00000 192.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 8 FT. | | | 0097 808-06711 180.000 LFT | 0.40000 72.00| 0.35000 63.00| 0.35000 63.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0098 808-06713 1987.000 LFT | 0.40000 794.80| 0.35000 695.45| 0.35000 695.45 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0099 808-06723 9.000 EACH| 26.00000 234.00| 25.00000 225.00| 25.00000 225.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0100 808-06724 1.000 EACH| 37.00000 37.00| 35.00000 35.00| 35.00000 35.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0101 808-75245 2772.000 LFT | 0.50000 1386.00| 0.48000 1330.56| 0.48000 1330.56 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0102 808-75297 27.000 LFT | 4.50000 121.50| 4.35000 117.45| 4.35000 117.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0103 601-06037 4.000 EACH| 610.00000 2440.00| 600.00000 2400.00| 600.00000 2400.00 GUARDRAIL END TREATMENT, I | | | SECTION TOTALS | $ 964,498.50| $ 1,014,030.08| $ 1,122,760.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 964,498.50| $ 1,014,030.08| $ 1,122,760.26 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,340,393.76 ROUTE : 469 CALL ORDER : 250 CONTRACT ID : R -26712-A COUNTIES : ALLEN LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4691003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 33-0349226 PENHALL COMPANY $ 1,951,578.08 100.0000% 2 35-1374866 PRIMCO, INC. $ 1,966,200.88 100.7492% 3 37-1215990 HUFF SEALING CORPORATION $ 2,115,923.16 108.4211% 4 25-1370389 SWANK ASSOCIATED CO $ 2,300,768.04 117.8926% 5 36-2668547 HARTMAN, KENNETH R., INC. $ 2,911,775.60 149.2010% 6 35-1139301 E & B PAVING, INC. $ 3,052,553.95 156.4146% ==================================================================================================================================== |(1) 33-0349226 |(2) 35-1374866 |(3) 37-1215990 |PENHALL COMPANY |PRIMCO, INC. |HUFF SEALING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT PATCHING | | | 0001 105-07039 9.000 MOS | 1500.00000 13500.00| 1700.00000 15300.00| 1000.00000 9000.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 55000.00000 55000.00| 98310.00000 98310.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 503-05240 396.000 LFT | 7.50000 2970.00| 9.25000 3663.00| 10.00000 3960.00 D-1 CONTRACTION JOINT | | | 0004 506-06333 1720.000 SYS | 147.00000 252840.00| 90.00000 154800.00| 117.00000 201240.00 PCCP PATCHING, FULL DEPTH | | | 0005 506-06334 400.000 SYS | 145.00000 58000.00| 122.50000 49000.00| 145.00000 58000.00 PCCP PATCHING, PARTIAL DEPTH | | | 0006 507-07480 1000.000 SYS | 8.00000 8000.00| 12.00000 12000.00| 9.50000 9500.00 PCCP PROFILING | | | 0007 507-07481 1814044.000 LFT | 0.82000 1487516.08| 0.85000 1541937.40| 0.89000 1614499.16 CRACKS AND JOINTS IN PCCP, SEAL | | | 0008 507-07482 14112.000 LFT | 2.25000 31752.00| 2.00000 28224.00| 2.00000 28224.00 CRACKS AND JOINTS IN PCCP, ROUT AND SEAL| | | 0009 801-01093 6.000 EACH| 750.00000 4500.00| 2500.00000 15000.00| 2500.00000 15000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0010 801-06640 30.000 EACH| 200.00000 6000.00| 160.00000 4800.00| 160.00000 4800.00 CONSTRUCTION SIGN, A | | | 0011 801-06710 100.000 DAY | 50.00000 5000.00| 18.00000 1800.00| 30.00000 3000.00 FLASHING ARROW SIGN | | | 0012 801-06775 LUMP| 25000.00000 25000.00| 39056.48000 39056.48| 76900.00000 76900.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,340,393.76 ROUTE : 469 CALL ORDER : 250 CONTRACT ID : R -26712-A COUNTIES : ALLEN LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 33-0349226 |(2) 35-1374866 |(3) 37-1215990 |PENHALL COMPANY |PRIMCO, INC. |HUFF SEALING CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 801-92448 600.000 DAY | 2.50000 1500.00| 3.85000 2310.00| 3.00000 1800.00 CONSTRUCTION SIGNS, MOBILE | | | SECTION TOTALS | $ 1,951,578.08| $ 1,966,200.88| $ 2,115,923.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,951,578.08| $ 1,966,200.88| $ 2,115,923.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 250 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,340,393.76 ROUTE : 469 CALL ORDER : 250 CONTRACT ID : R -26712-A COUNTIES : ALLEN LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 25-1370389 |(5) 36-2668547 |(6) 35-1139301 |SWANK ASSOCIATED CO |HARTMAN, KENNETH R., INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT PATCHING | | | 0001 105-07039 9.000 MOS | 2000.00000 18000.00| 1700.00000 15300.00| 2083.59000 18752.31 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 150000.00000 150000.00| 40500.00000 40500.00| 152627.70000 152627.70 MOBILIZATION AND DEMOBILIZATION | | | 0003 503-05240 396.000 LFT | 10.00000 3960.00| 10.00000 3960.00| 6.58000 2605.68 D-1 CONTRACTION JOINT | | | 0004 506-06333 1720.000 SYS | 123.00000 211560.00| 117.00000 201240.00| 122.01000 209857.20 PCCP PATCHING, FULL DEPTH | | | 0005 506-06334 400.000 SYS | 155.00000 62000.00| 155.00000 62000.00| 155.35000 62140.00 PCCP PATCHING, PARTIAL DEPTH | | | 0006 507-07480 1000.000 SYS | 10.00000 10000.00| 15.00000 15000.00| 6.28000 6280.00 PCCP PROFILING | | | 0007 507-07481 1814044.000 LFT | 0.91000 1650780.04| 1.35000 2448959.40| 1.39000 2521521.16 CRACKS AND JOINTS IN PCCP, SEAL | | | 0008 507-07482 14112.000 LFT | 1.50000 21168.00| 1.35000 19051.20| 2.35000 33163.20 CRACKS AND JOINTS IN PCCP, ROUT AND SEAL| | | 0009 801-01093 6.000 EACH| 2500.00000 15000.00| 2500.00000 15000.00| 2550.00000 15300.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0010 801-06640 30.000 EACH| 160.00000 4800.00| 160.00000 4800.00| 163.20000 4896.00 CONSTRUCTION SIGN, A | | | 0011 801-06710 100.000 DAY | 20.00000 2000.00| 18.00000 1800.00| 28.05000 2805.00 FLASHING ARROW SIGN | | | 0012 801-06775 LUMP| 150000.00000 150000.00| 83115.00000 83115.00| 21381.70000 21381.70 MAINTAINING TRAFFIC | | | 0013 801-92448 600.000 DAY | 2.50000 1500.00| 1.75000 1050.00| 2.04000 1224.00 CONSTRUCTION SIGNS, MOBILE | | | SECTION TOTALS | $ 2,300,768.04| $ 2,911,775.60| $ 3,052,553.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,300,768.04| $ 2,911,775.60| $ 3,052,553.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : STATE ROAD 58 CALL ORDER : 270 CONTRACT ID : R -26731-A COUNTIES : LAWRENCE LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 09/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1049546 THOMAS, W.L., INC. $ 178,757.82 100.0000% 2 54-1342714 TRI COUNTY BUILDERS CO $ 188,000.00 105.1702% 3 35-1875662 CRIDER & CRIDER, INC. $ 189,584.25 106.0564% 4 35-1357381 O'MARA, DAVE CONTRACTOR $ 194,268.19 108.6767% 5 35-1673827 HENDERSON, H.E., INC. CONDITIONAL BID $ 215,382.45 120.4884% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,331.00 ROUTE : SR 135 CALL ORDER : 280 CONTRACT ID : R -26765-A COUNTIES : WASHINGTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/20/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 4,578.20 100.0000% 2 35-1874009 HAUER EXCAVATING $ 11,413.45 249.2999% 3 35-1817574 YARDBERRY LANDSCAPE $ 14,314.10 312.6578% 4 30-8027898 BRYAN'S HAULING & EXCAVATING $ 14,495.00 316.6091% 5 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 17,970.50 392.5232% ==================================================================================================================================== |(1) 35-1004746 |(2) 35-1874009 |(3) 35-1817574 |TEMPLE & TEMPLE EXCAVATING |HAUER EXCAVATING |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 3600.00000 3600.00| 9600.00000 9600.00| 13000.00000 13000.00 HOUSES AND BUILDINGS, REMOVE | | | 0002 621-01004 1.000 EACH| 350.00000 350.00| 400.00000 400.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06559 3141.000 SYS | 0.20000 628.20| 0.45000 1413.45| 0.10000 314.10 MULCHED SEEDING, R | | | SECTION TOTALS | $ 4,578.20| $ 11,413.45| $ 14,314.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,578.20| $ 11,413.45| $ 14,314.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,331.00 ROUTE : SR 135 CALL ORDER : 280 CONTRACT ID : R -26765-A COUNTIES : WASHINGTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 30-8027898 |(5) 35-2070195 | |BRYAN'S HAULING & EXCAVATING|ALPHA EXCAVATING & LANDSCAPI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 13189.88000 13189.88| 15450.00000 15450.00| HOUSES AND BUILDINGS, REMOVE | | | 0002 621-01004 1.000 EACH| 300.00000 300.00| 950.00000 950.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06559 3141.000 SYS | 0.32000 1005.12| 0.50000 1570.50| MULCHED SEEDING, R | | | SECTION TOTALS | $ 14,495.00| $ 17,970.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,495.00| $ 17,970.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 336,690.88 ROUTE : 41 CALL ORDER : 290 CONTRACT ID : R -26846-A COUNTIES : VIGO LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 01750AE SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 107,798.00 100.0000% 2 35-1127746 S & G EXCAVATING INC $ 117,681.00 109.1680% 3 35-1815287 DENNEY EXCAVATING INC. $ 129,090.34 119.7520% 4 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 191,800.00 177.9253% ==================================================================================================================================== |(1) 35-1874009 |(2) 35-1127746 |(3) 35-1815287 |HAUER EXCAVATING |S & G EXCAVATING INC |DENNEY EXCAVATING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0002 202-03000 LUMP| 19160.00000 19160.00| 21850.00000 21850.00| 15754.00000 15754.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0003 202-03000 LUMP| 13880.00000 13880.00| 15034.00000 15034.00| 11076.00000 11076.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0004 202-03000 LUMP| 11350.00000 11350.00| 11468.00000 11468.00| 10654.00000 10654.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 40 | | | 0005 202-03000 LUMP| 12920.00000 12920.00| 6500.00000 6500.00| 6551.00000 6551.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0006 202-03000 LUMP| 660.00000 660.00| 900.00000 900.00| 200.00000 200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6SA | | | 0007 202-03000 LUMP| 660.00000 660.00| 900.00000 900.00| 200.00000 200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6SB | | | 0008 202-03000 LUMP| 660.00000 660.00| 900.00000 900.00| 200.00000 200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6SC | | | 0009 621-06559 3444.000 SYS | 0.50000 1722.00| 1.00000 3444.00| 0.79750 2746.59 MULCHED SEEDING, R | | | 0010 202-03135 10.000 SFT | 45.00000 450.00| 20.00000 200.00| 90.00000 900.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0011 621-06570 255.000 CYS | 12.20000 3111.00| 12.00000 3060.00| 16.50000 4207.50 TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 290 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 336,690.88 ROUTE : 41 CALL ORDER : 290 CONTRACT ID : R -26846-A COUNTIES : VIGO LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1874009 |(2) 35-1127746 |(3) 35-1815287 |HAUER EXCAVATING |S & G EXCAVATING INC |DENNEY EXCAVATING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 621-01004 2.000 EACH| 500.00000 1000.00| 1000.00000 2000.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0013 202-05823 1.000 EACH| 2300.00000 2300.00| 1900.00000 1900.00| 1000.00000 1000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GALLONS CAPACITY | | | 0014 202-05826 3.000 EACH| 3500.00000 10500.00| 3500.00000 10500.00| 3000.00000 9000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, OVER 10000 GALLONS CAPACITY | | | 0015 202-05545 500.000 CYS | 35.50000 17750.00| 48.00000 24000.00| 32.50000 16250.00 REGULATED MATERIALS, DISPOSE, C | | | 0016 202-05550 500.000 CYS | 6.00000 3000.00| 6.00000 3000.00| 1.25000 625.00 REGULATED MATERIALS, REMOVE, C | | | 0017 202-05555 500.000 CYS | 6.00000 3000.00| 12.00000 6000.00| 6.25000 3125.00 REGULATED MATERIALS, TRANSPORT, C | | | 0018 202-05571 20.000 EACH| 50.00000 1000.00| 60.00000 1200.00| 75.00000 1500.00 TESTING FOR WASTES , TPH | | | 0019 202-05571 10.000 EACH| 65.00000 650.00| 75.00000 750.00| 37.50000 375.00 TESTING FOR WASTES , WATER, BENZENE | | | 0020 202-05571 10.000 EACH| 100.00000 1000.00| 110.00000 1100.00| 131.25000 1312.50 TESTING FOR WASTES , TPH, 48 HOUR | | | RESULTS | | | 0021 202-05544 250.000 GAL | 4.00000 1000.00| 3.00000 750.00| 161.00000 40250.00 REGULATED MATERIALS, DISPOSE, C , | | | SLUDGE FROM TANKS | | | 0022 202-05544 125.000 GAL | 2.50000 312.50| 2.20000 275.00| 1.61000 201.25 REGULATED MATERIALS, DISPOSE, C , SLUDGE| | | 0023 202-05549 250.000 GAL | 0.75000 187.50| 1.00000 250.00| 1.50000 375.00 REGULATED MATERIALS, REMOVE, C , SLUDGE | | | FROM TANKS | | | 0024 202-05549 125.000 GAL | 0.75000 93.75| 1.00000 125.00| 1.00000 125.00 REGULATED MATERIALS, REMOVE, C , SLUDGE | | | 0025 202-05554 250.000 GAL | 0.75000 187.50| 1.00000 250.00| 1.50000 375.00 REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE FROM TANKS | | | 0026 202-05554 125.000 GAL | 0.75000 93.75| 1.00000 125.00| 1.50000 187.50 REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE | | | 0027 202-05544 1000.000 GAL | 0.35000 350.00| 0.40000 400.00| 0.40000 400.00 REGULATED MATERIALS, DISPOSE, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | CONTAMINATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 290 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 336,690.88 ROUTE : 41 CALL ORDER : 290 CONTRACT ID : R -26846-A COUNTIES : VIGO LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1874009 |(2) 35-1127746 |(3) 35-1815287 |HAUER EXCAVATING |S & G EXCAVATING INC |DENNEY EXCAVATING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0028 202-05549 1000.000 GAL | 0.30000 300.00| 0.30000 300.00| 0.25000 250.00 REGULATED MATERIALS, REMOVE, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | CONTAMINATED | | | 0029 202-05554 1000.000 GAL | 0.50000 500.00| 0.50000 500.00| 0.25000 250.00 REGULATED MATERIALS, TRANSPORT, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | CONTAMINATED | | | SECTION TOTALS | $ 107,798.00| $ 117,681.00| $ 129,090.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 107,798.00| $ 117,681.00| $ 129,090.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 290 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 336,690.88 ROUTE : 41 CALL ORDER : 290 CONTRACT ID : R -26846-A COUNTIES : VIGO LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 | | |HERITAGE INDUSTRIAL SERVICES| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0002 202-03000 LUMP| 32278.00000 32278.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0003 202-03000 LUMP| 53500.00000 53500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0004 202-03000 LUMP| 22000.00000 22000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 40 | | | 0005 202-03000 LUMP| 20500.00000 20500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0006 202-03000 LUMP| 2000.00000 2000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6SA | | | 0007 202-03000 LUMP| 2000.00000 2000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6SB | | | 0008 202-03000 LUMP| 2000.00000 2000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6SC | | | 0009 621-06559 3444.000 SYS | 0.50000 1722.00| | MULCHED SEEDING, R | | | 0010 202-03135 10.000 SFT | 135.00000 1350.00| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0011 621-06570 255.000 CYS | 25.00000 6375.00| | TOP SOIL | | | 0012 621-01004 2.000 EACH| 550.00000 1100.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0013 202-05823 1.000 EACH| 3300.00000 3300.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GALLONS CAPACITY | | | 0014 202-05826 3.000 EACH| 3500.00000 10500.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, OVER 10000 GALLONS CAPACITY | | | 0015 202-05545 500.000 CYS | 33.50000 16750.00| | REGULATED MATERIALS, DISPOSE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 290 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 336,690.88 ROUTE : 41 CALL ORDER : 290 CONTRACT ID : R -26846-A COUNTIES : VIGO LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 | | |HERITAGE INDUSTRIAL SERVICES| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 202-05550 500.000 CYS | 3.50000 1750.00| | REGULATED MATERIALS, REMOVE, C | | | 0017 202-05555 500.000 CYS | 17.00000 8500.00| | REGULATED MATERIALS, TRANSPORT, C | | | 0018 202-05571 20.000 EACH| 70.00000 1400.00| | TESTING FOR WASTES , TPH | | | 0019 202-05571 10.000 EACH| 40.00000 400.00| | TESTING FOR WASTES , WATER, BENZENE | | | 0020 202-05571 10.000 EACH| 145.00000 1450.00| | TESTING FOR WASTES , TPH, 48 HOUR | | | RESULTS | | | 0021 202-05544 250.000 GAL | 0.30000 75.00| | REGULATED MATERIALS, DISPOSE, C , | | | SLUDGE FROM TANKS | | | 0022 202-05544 125.000 GAL | 0.30000 37.50| | REGULATED MATERIALS, DISPOSE, C , SLUDGE| | | 0023 202-05549 250.000 GAL | 2.10000 525.00| | REGULATED MATERIALS, REMOVE, C , SLUDGE | | | FROM TANKS | | | 0024 202-05549 125.000 GAL | 2.10000 262.50| | REGULATED MATERIALS, REMOVE, C , SLUDGE | | | 0025 202-05554 250.000 GAL | 1.00000 250.00| | REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE FROM TANKS | | | 0026 202-05554 125.000 GAL | 1.00000 125.00| | REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE | | | 0027 202-05544 1000.000 GAL | 0.30000 300.00| | REGULATED MATERIALS, DISPOSE, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | CONTAMINATED | | | 0028 202-05549 1000.000 GAL | 0.75000 750.00| | REGULATED MATERIALS, REMOVE, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | CONTAMINATED | | | 0029 202-05554 1000.000 GAL | 0.60000 600.00| | REGULATED MATERIALS, TRANSPORT, C , | | | GROUNDWATER, SURFACE PETROLEUM | | | CONTAMINATED | | | SECTION TOTALS | $ 191,800.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 191,800.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 294 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 294 CONTRACT ID : R -26894-A COUNTIES : MARION LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/18/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057871 SMOCK FANSLER CORPORATION $ 1,947,396.39 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,208,017.60 113.3830% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,159,436.50 ROUTE : SR 57 CALL ORDER : 300 CONTRACT ID : RS-25846-A COUNTIES : VANDERBURGH LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0173040 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,818,235.50 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,070,500.00 113.8741% 3 35-0626844 RUDOLPH, J.H. & CO $ 2,101,563.77 115.5825% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO 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| 17500.00000 17500.00| 5600.00000 5600.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 2000.00000 20000.00| 1230.00000 12300.00| 1500.00000 15000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 70000.00000 70000.00| 62901.43000 62901.43| 105000.00000 105000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 24.000 m | 15.00000 360.00| 15.00000 360.00| 15.00000 360.00 GUARDRAIL, REMOVE | | | 0005 202-60820 115620.000 m2 | 0.15000 17343.00| 0.20000 23124.00| 0.35000 40467.00 SURFACE MILLING, ASPHALT | | | 0006 202-78515 LUMP| 995.00000 995.00| 991.00000 991.00| 480.00000 480.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 202-86946 14.000 EACH| 230.00000 3220.00| 229.79000 3217.06| 110.00000 1540.00 HANDHOLE, REMOVE | | | 0008 202-90277 3.000 EACH| 250.00000 750.00| 246.30000 738.90| 200.00000 600.00 DETECTOR HOUSING, REMOVE | | | 0009 202-93741 11.000 EACH| 150.00000 1650.00| 150.00000 1650.00| 1000.00000 11000.00 GUARD RAIL END TREATMENT, REMOVE | | | 0010 202-93995 2.000 EACH| 370.00000 740.00| 366.50000 733.00| 600.00000 1200.00 SIGNAL POLE FOUNDATION, REMOVE | | | 0011 202-93999 2.000 EACH| 235.00000 470.00| 235.50000 471.00| 262.50000 525.00 SIGNAL POLE, REMOVE | | | 0012 202-95579 1.000 EACH| 141.00000 141.00| 141.00000 141.00| 262.50000 262.50 SERVICE POINT, REMOVE | | | 0013 202-96151 LUMP| 440.00000 440.00| 438.00000 438.00| 400.00000 400.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0014 203-02000 4850.000 m3 | 13.50000 65475.00| 13.55000 65717.50| 23.75000 115187.50 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,159,436.50 ROUTE : SR 57 CALL ORDER : 300 CONTRACT ID : RS-25846-A COUNTIES : VANDERBURGH LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-02070 100.000 m3 | 15.00000 1500.00| 14.80000 1480.00| 13.00000 1300.00 BORROW | | | 0016 205-06932 186.000 m | 20.50000 3813.00| 18.50000 3441.00| 10.45000 1943.70 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06937 1140.000 m | 10.30000 11742.00| 5.05000 5757.00| 5.30000 6042.00 TEMPORARY SILT FENCE | | | 0018 211-02050 2135.000 m3 | 26.00000 55510.00| 25.80000 55083.00| 34.00000 72590.00 B BORROW | | | 0019 211-07454 5.800 m3 | 37.00000 214.60| 37.00000 214.60| 14.00000 81.20 STRUCTURE BACKFILL | | | 0020 303-01180 1680.000 Mg | 20.00000 33600.00| 23.40000 39312.00| 20.00000 33600.00 COMPACTED AGGREGATE, NO. 53 | | | 0021 303-07449 2170.000 Mg | 19.25000 41772.50| 20.30000 44051.00| 17.50000 37975.00 COMPACTED AGGREGATE, NO. 73 | | | 0022 304-07490 100.000 Mg | 145.00000 14500.00| 143.00000 14300.00| 175.00000 17500.00 HMA PATCHING, TYPE B | | | 0023 401-06264 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0024 401-07328 11000.000 Mg | 52.00000 572000.00| 64.00000 704000.00| 47.00000 517000.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm SMA | | | 0025 401-07379 10150.000 Mg | 35.50000 360325.00| 47.00000 477050.00| 40.00000 406000.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0026 401-07413 2090.000 Mg | 39.00000 81510.00| 48.00000 100320.00| 41.00000 85690.00 QC/QA-HMA, 3, 70, BASE, 25.0 mm | | | 0027 405-05517 34.000 Mg | 350.00000 11900.00| 300.00000 10200.00| 295.00000 10030.00 ASPHALT FOR PRIME COAT | | | 0028 406-05520 56.000 Mg | 220.00000 12320.00| 190.00000 10640.00| 185.00000 10360.00 ASPHALT FOR TACK COAT | | | 0029 601-01625 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1600.00000 1600.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-01846 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0031 601-06035 34.400 m | 29.00000 997.60| 29.00000 997.60| 29.00000 997.60 GUARDRAIL, RESET | | | 0032 601-06037 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 700.00000 700.00 GUARDRAIL END TREATMENT, I | | | 0033 601-94689 12.000 EACH| 2100.00000 25200.00| 2100.00000 25200.00| 3000.00000 36000.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 347.000 m | 31.00000 10757.00| 31.00000 10757.00| 31.00000 10757.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,159,436.50 ROUTE : SR 57 CALL ORDER : 300 CONTRACT ID : RS-25846-A COUNTIES : VANDERBURGH LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 610-07487 1200.000 Mg | 65.00000 78000.00| 52.00000 62400.00| 47.00000 56400.00 HMA FOR APPROACHES, TYPE B | | | 0036 616-02305 1000.000 m3 | 120.00000 120000.00| 119.00000 119000.00| 250.00000 250000.00 GABIONS | | | 0037 616-02320 1250.000 m2 | 1.70000 2125.00| 1.70000 2125.00| 9.00000 11250.00 GEOTEXTILES | | | 0038 616-06405 100.000 Mg | 31.50000 3150.00| 31.40000 3140.00| 41.00000 4100.00 RIPRAP, REVETMENT | | | 0039 621-01004 2.000 EACH| 660.00000 1320.00| 725.00000 1450.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06559 1750.000 m2 | 1.35000 2362.50| 0.66000 1155.00| 1.35000 2362.50 MULCHED SEEDING, R | | | 0041 715-05168 9.100 m | 122.00000 1110.20| 122.00000 1110.20| 400.00000 3640.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0042 715-05596 5.400 m | 152.00000 820.80| 152.00000 820.80| 520.00000 2808.00 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0043 715-07143 1.000 EACH| 880.00000 880.00| 680.00000 680.00| 650.00000 650.00 SAFETY METAL END SECTION, 6:1, 300 mm | | | 0044 715-46000 1.000 EACH| 365.00000 365.00| 365.00000 365.00| 650.00000 650.00 PIPE END SECTION, 300 mm | | | 0045 715-46010 2.000 EACH| 455.00000 910.00| 455.00000 910.00| 900.00000 1800.00 PIPE END SECTION, 450 mm | | | 0046 801-06203 2050.000 m | 1.20000 2460.00| 1.60000 3280.00| 3.25000 6662.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0047 801-06207 1250.000 m | 3.60000 4500.00| 3.45000 4312.50| 4.25000 5312.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06640 35.000 EACH| 90.00000 3150.00| 90.00000 3150.00| 117.14000 4099.90 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 9600.00000 9600.00| 35000.00000 35000.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0050 805-01815 2.000 EACH| 1500.00000 3000.00| 1494.50000 2989.00| 1500.00000 3000.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0051 805-01842 13.000 EACH| 615.00000 7995.00| 612.85000 7967.05| 625.00000 8125.00 HANDHOLE, SIGNAL | | | 0052 805-02971 LUMP| 410.00000 410.00| 407.00000 407.00| 450.00000 450.00 ELECTRICAL SERVICE | | | 0053 805-06592 1395.000 m | 30.70000 42826.50| 30.62000 42714.90| 30.00000 41850.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0054 805-78100 1.000 EACH| 7000.00000 7000.00| 6887.00000 6887.00| 8280.00000 8280.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,159,436.50 ROUTE : SR 57 CALL ORDER : 300 CONTRACT ID : RS-25846-A COUNTIES : VANDERBURGH LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 805-78205 7.000 EACH| 380.00000 2660.00| 378.58000 2650.06| 400.00000 2800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0056 805-78230 1.000 EACH| 640.00000 640.00| 640.00000 640.00| 600.00000 600.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0057 805-78415 4.000 EACH| 1570.00000 6280.00| 1566.00000 6264.00| 1250.00000 5000.00 SPAN, CATENARY, AND TETHER | | | 0058 805-78420 4.000 EACH| 225.00000 900.00| 225.00000 900.00| 225.00000 900.00 DISCONNECT HANGER | | | 0059 805-78467 940.000 m | 4.00000 3760.00| 4.00000 3760.00| 4.00000 3760.00 SIGNAL CABLE, 3C 8GA. | | | 0060 805-78470 345.000 m | 1.35000 465.75| 1.33000 458.85| 1.00000 345.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0061 805-78485 85.000 m | 2.75000 233.75| 2.73000 232.05| 3.30000 280.50 SIGNAL CABLE, 5C 14GA. | | | 0062 805-78490 160.000 m | 3.20000 512.00| 3.17000 507.20| 3.60000 576.00 SIGNAL CABLE, 7C 14GA. | | | 0063 805-78510 515.000 m | 1.90000 978.50| 1.90000 978.50| 2.64000 1359.60 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0064 805-78785 4.000 EACH| 580.00000 2320.00| 576.25000 2305.00| 450.00000 1800.00 SIGNAL DETECTOR HOUSING | | | 0065 805-78795 130.000 m | 23.15000 3009.50| 23.15000 3009.50| 26.25000 3412.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0066 805-78925 1.000 EACH| 570.00000 570.00| 570.00000 570.00| 600.00000 600.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0067 805-81060 2.000 EACH| 2500.00000 5000.00| 2500.00000 5000.00| 3060.00000 6120.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0068 808-06712 1990.000 m | 0.38000 756.20| 0.38000 756.20| 0.34000 676.60 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0069 808-06713 27010.000 m | 0.34000 9183.40| 0.34000 9183.40| 0.34000 9183.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0070 808-06714 11855.000 m | 0.34000 4030.70| 0.34000 4030.70| 0.34000 4030.70 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0071 808-75290 330.000 m | 10.00000 3300.00| 10.00000 3300.00| 8.33000 2748.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0072 808-75297 164.000 m | 10.00000 1640.00| 10.00000 1640.00| 8.33000 1366.12 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0073 808-75320 10.000 EACH| 50.00000 500.00| 50.00000 500.00| 45.00000 450.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 300 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,159,436.50 ROUTE : SR 57 CALL ORDER : 300 CONTRACT ID : RS-25846-A COUNTIES : VANDERBURGH LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 808-75325 5.000 EACH| 65.00000 325.00| 65.00000 325.00| 52.00000 260.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0075 808-75340 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 250.00000 500.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0076 808-75994 185.000 EACH| 8.50000 1572.50| 8.50000 1572.50| 6.48000 1198.80 PRISMATIC REFLECTOR | | | 0077 808-75996 900.000 EACH| 8.00000 7200.00| 3.50000 3150.00| 5.00000 4500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0078 808-75998 925.000 EACH| 19.50000 18037.50| 25.50000 23587.50| 18.25000 16881.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0079 808-92027 2765.000 m | 2.00000 5530.00| 2.00000 5530.00| 2.70000 7465.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 1,818,235.50| $ 2,070,500.00| $ 2,101,563.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,818,235.50| $ 2,070,500.00| $ 2,101,563.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,778.00 ROUTE : SR 68 CALL ORDER : 310 CONTRACT ID : RS-26350-A COUNTIES : WARRICK LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 998700A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 654,500.00 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 663,400.00 101.3598% 3 35-0626844 RUDOLPH, J.H. & CO $ 671,189.30 102.5499% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO 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| 2400.00000 2400.00| 2250.00000 2250.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 2250.00000 9000.00| 1230.00000 4920.00| 2000.00000 8000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 31000.00000 31000.00| 33283.18000 33283.18| 33500.00000 33500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 758.000 SYS | 7.50000 5685.00| 4.20000 3183.60| 8.00000 6064.00 SURFACE MILLING, ASPHALT | | | 0005 202-93741 8.000 EACH| 470.00000 3760.00| 250.00000 2000.00| 600.00000 4800.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 303-07449 1973.000 TON | 16.00000 31568.00| 17.50000 34527.50| 14.85000 29299.05 COMPACTED AGGREGATE, NO. 73 | | | 0007 304-07490 566.000 TON | 110.00000 62260.00| 105.00000 59430.00| 125.00000 70750.00 HMA PATCHING, TYPE B | | | 0008 401-06264 LUMP| 1500.00000 1500.00| 2800.00000 2800.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0009 401-07321 4094.000 TON | 38.00000 155572.00| 39.00000 159666.00| 37.00000 151478.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0010 401-07371 6005.000 TON | 32.00000 192160.00| 36.50000 219182.50| 33.30000 199966.50 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0011 402-07451 397.000 TON | 54.00000 21438.00| 42.80000 16991.60| 55.00000 21835.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0012 405-05517 29.000 TON | 296.00000 8584.00| 310.00000 8990.00| 295.00000 8555.00 ASPHALT FOR PRIME COAT | | | 0013 406-05520 25.000 TON | 185.00000 4625.00| 190.00000 4750.00| 190.00000 4750.00 ASPHALT FOR TACK COAT | | | 0014 601-94689 8.000 EACH| 2295.00000 18360.00| 2410.00000 19280.00| 2690.00000 21520.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 665,778.00 ROUTE : SR 68 CALL ORDER : 310 CONTRACT ID : RS-26350-A COUNTIES : WARRICK LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 610-05527 1015.000 TON | 70.00000 71050.00| 50.00000 50750.00| 37.00000 37555.00 HMA FOR APPROACHES | | | 0016 801-06203 1834.000 LFT | 0.40000 733.60| 0.50000 917.00| 1.00000 1834.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0017 801-06207 1834.000 LFT | 1.04000 1907.36| 1.10000 2017.40| 1.75000 3209.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 24.000 EACH| 100.00000 2400.00| 65.00000 1560.00| 120.00000 2880.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 18164.54000 18164.54| 20000.00000 20000.00| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0020 808-06712 4586.000 LFT | 0.05000 229.30| 0.07000 321.02| 0.05000 229.30 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0021 808-06713 36684.000 LFT | 0.05000 1834.20| 0.07000 2567.88| 0.05000 1834.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 22286.000 LFT | 0.05000 1114.30| 0.07000 1560.02| 0.05000 1114.30 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75297 91.000 LFT | 3.40000 309.40| 5.00000 455.00| 3.55000 323.05 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75996 394.000 EACH| 3.70000 1457.80| 8.45000 3329.30| 5.00000 1970.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 394.000 EACH| 18.75000 7387.50| 22.00000 8668.00| 19.60000 7722.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 654,500.00| $ 663,400.00| $ 671,189.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 654,500.00| $ 663,400.00| $ 671,189.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,329,573.54 ROUTE : 13 CALL ORDER : 320 CONTRACT ID : RS-26376-A COUNTIES : MADISON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3748001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,027,188.02 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 1,116,070.15 108.6529% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,163,535.00 113.2738% ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0918397 |E & B PAVING, INC. |SHELLY & SANDS, INC. |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 105-06845 LUMP| 1965.00000 1965.00| 7000.00000 7000.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 2300.00000 9200.00| 1380.00000 5520.00| 2600.00000 10400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 19000.00000 19000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 126.000 LFT | 7.50000 945.00| 12.00000 1512.00| 8.00000 1008.00 GUARDRAIL, REMOVE | | | 0005 202-60820 114413.000 SYS | 1.20000 137295.60| 1.35000 154457.55| 0.90000 102971.70 SURFACE MILLING, ASPHALT | | | 0006 304-07490 422.900 TON | 112.00000 47364.80| 135.00000 57091.50| 100.00000 42290.00 HMA PATCHING, TYPE B | | | 0007 304-07493 310.000 TON | 45.00000 13950.00| 162.00000 50220.00| 67.00000 20770.00 HMA WIDENING, TYPE B | | | 0008 401-07328 17091.000 TON | 38.00000 649458.00| 35.70000 610148.70| 43.00000 734913.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0009 406-05520 51.000 TON | 195.00000 9945.00| 140.00000 7140.00| 175.00000 8925.00 ASPHALT FOR TACK COAT | | | 0010 601-01846 1.000 EACH| 1950.00000 1950.00| 2115.00000 2115.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0011 601-99105 87.500 LFT | 11.80000 1032.50| 26.45000 2314.38| 12.00000 1050.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0012 610-07487 1618.000 TON | 38.00000 61484.00| 85.00000 137530.00| 80.00000 129440.00 HMA FOR APPROACHES, TYPE B | | | 0013 801-06207 9570.000 LFT | 1.02000 9761.40| 0.50000 4785.00| 1.00000 9570.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,329,573.54 ROUTE : 13 CALL ORDER : 320 CONTRACT ID : RS-26376-A COUNTIES : MADISON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0918397 |E & B PAVING, INC. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06640 62.000 EACH| 60.00000 3720.00| 65.00000 4030.00| 60.00000 3720.00 CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 20000.00000 20000.00| 44000.00000 44000.00| 28373.95000 28373.95 MAINTAINING TRAFFIC | | | 0016 808-06712 12540.000 LFT | 0.07000 877.80| 0.07000 877.80| 0.05000 627.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0017 808-06713 121892.000 LFT | 0.04000 4875.68| 0.04000 4875.68| 0.05000 6094.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0018 808-06714 45541.000 LFT | 0.04000 1821.64| 0.04000 1821.64| 0.05000 2277.05 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0019 808-06721 472.000 LFT | 0.01000 4.72| 0.01000 4.72| 0.25000 118.00 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. | | | 0020 808-75297 196.500 LFT | 3.75000 736.88| 3.95000 776.18| 3.80000 746.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 808-75340 2.000 EACH| 400.00000 800.00| 425.00000 850.00| 370.00000 740.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 1,027,188.02| $ 1,116,070.15| $ 1,163,535.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,027,188.02| $ 1,116,070.15| $ 1,163,535.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,921.91 ROUTE : 26 CALL ORDER : 330 CONTRACT ID : RS-26378-A COUNTIES : GRANT LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3227022 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 559,560.25 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 578,863.25 103.4496% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 844,100.00 150.8506% ==================================================================================================================================== |(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 105-06845 LUMP| 1650.00000 1650.00| 2750.00000 2750.00| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1760.00000 5280.00| 1750.00000 5250.00| 2600.00000 7800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 28345.00000 28345.00| 28925.00000 28925.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 124093.000 SYS | 0.40000 49637.20| 0.25000 31023.25| 0.60000 74455.80 SURFACE MILLING, ASPHALT | | | 0005 304-07490 793.000 TON | 49.00000 38857.00| 63.13000 50062.09| 115.00000 91195.00 HMA PATCHING, TYPE B | | | 0006 401-07328 9517.000 TON | 36.00000 342612.00| 37.12000 353271.04| 50.00000 475850.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0007 406-05520 29.000 TON | 145.00000 4205.00| 206.00000 5974.00| 175.00000 5075.00 ASPHALT FOR TACK COAT | | | 0008 610-07487 1105.800 TON | 40.00000 44232.00| 52.11000 57623.24| 96.00000 106156.80 HMA FOR APPROACHES, TYPE B | | | 0009 720-44000 6.000 EACH| 300.00000 1800.00| 387.00000 2322.00| 360.00000 2160.00 CASTING, ADJUST TO GRADE | | | 0010 801-06207 3526.500 LFT | 0.79000 2785.94| 0.72000 2539.08| 1.00000 3526.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0011 801-06640 60.000 EACH| 85.00000 5100.00| 85.00000 5100.00| 93.00000 5580.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 26975.00000 26975.00| 25942.44000 25942.44| 21594.50000 21594.50 MAINTAINING TRAFFIC | | | 0013 808-06712 5343.000 LFT | 0.08000 427.44| 0.08000 427.44| 0.10000 534.30 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0014 808-06713 68080.000 LFT | 0.07000 4765.60| 0.07000 4765.60| 0.10000 6808.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,921.91 ROUTE : 26 CALL ORDER : 330 CONTRACT ID : RS-26378-A COUNTIES : GRANT LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD 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 808-06714 29921.000 LFT | 0.07000 2094.47| 0.07000 2094.47| 0.10000 2992.10 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0016 808-75140 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 220.00000 440.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0017 808-75297 96.000 LFT | 4.10000 393.60| 4.10000 393.60| 4.50000 432.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 559,560.25| $ 578,863.25| $ 844,100.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 559,560.25| $ 578,863.25| $ 844,100.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 768,286.22 ROUTE : 27 CALL ORDER : 340 CONTRACT ID : RS-26379-A COUNTIES : JAY LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2497009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 485,495.24 100.0000% 2 35-1145884 L I C A CONSTRUCTION $ 490,674.08 101.0667% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 | |BROOKS CONSTRUCTION |L I C A CONSTRUCTION | 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| 2775.00000 2775.00| 4700.00000 4700.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 1.000 MOS | 2600.00000 2600.00| 1500.00000 1500.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 24265.00000 24265.00| 24300.00000 24300.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 7073.000 SYS | 0.12000 848.76| 0.76000 5375.48| SURFACE MILLING, ASPHALT , 1 1/2" | | | 0005 202-60820 107728.000 SYS | 0.26000 28009.28| 0.50000 53864.00| SURFACE MILLING, ASPHALT , 1" | | | 0006 304-07491 453.000 TON | 66.34000 30052.02| 61.74000 27968.22| HMA PATCHING, TYPE C | | | 0007 401-07323 9215.500 TON | 34.50000 317934.75| 32.75000 301807.63| QC/QA-HMA, 4, 64, SURFACE, 9.5 mm | | | 0008 406-05520 27.500 TON | 195.00000 5362.50| 150.00000 4125.00| ASPHALT FOR TACK COAT | | | 0009 610-07488 751.000 TON | 54.55000 40967.05| 52.58000 39487.58| HMA FOR APPROACHES, TYPE C | | | 0010 801-06207 6185.000 LFT | 0.01000 61.85| 0.80000 4948.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0011 801-06640 36.000 EACH| 85.00000 3060.00| 85.00000 3060.00| CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 21270.86000 21270.86| 11250.00000 11250.00| MAINTAINING TRAFFIC | | | 0013 808-06712 5951.000 LFT | 0.08000 476.08| 0.08000 476.08| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0014 808-06713 67444.000 LFT | 0.07000 4721.08| 0.07000 4721.08| LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 768,286.22 ROUTE : 27 CALL ORDER : 340 CONTRACT ID : RS-26379-A COUNTIES : JAY LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 | |BROOKS CONSTRUCTION |L I C A CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06714 38043.000 LFT | 0.07000 2663.01| 0.07000 2663.01| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0016 808-75297 24.000 LFT | 9.50000 228.00| 9.50000 228.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0017 808-75320 1.000 EACH| 200.00000 200.00| 200.00000 200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | SECTION TOTALS | $ 485,495.24| $ 490,674.08| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 485,495.24| $ 490,674.08| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 792,401.33 ROUTE : 27 CALL ORDER : 350 CONTRACT ID : RS-26380-A COUNTIES : RANDOLPH LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2497010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 586,730.36 100.0000% 2 35-1145884 L I C A CONSTRUCTION $ 706,094.10 120.3438% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 | |BROOKS CONSTRUCTION |L I C A CONSTRUCTION | 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| 2150.00000 2150.00| 4820.00000 4820.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1660.00000 9960.00| 2000.00000 12000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 29325.00000 29325.00| 32500.00000 32500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 128812.000 SYS | 0.19000 24474.28| 0.80000 103049.60| SURFACE MILLING, ASPHALT | | | 0005 304-07490 40.000 TON | 70.71000 2828.40| 115.00000 4600.00| HMA PATCHING, TYPE B | | | 0006 401-07322 9666.000 TON | 35.00000 338310.00| 35.00000 338310.00| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0007 406-05520 30.000 TON | 193.80000 5814.00| 200.00000 6000.00| ASPHALT FOR TACK COAT | | | 0008 606-07484 49157.000 LFT | 0.15000 7373.55| 0.20000 9831.40| MILLED HMA SHOULDER CORRUGATIONS | | | 0009 610-07487 1020.000 TON | 56.01000 57130.20| 65.00000 66300.00| HMA FOR APPROACHES, TYPE B | | | 0010 615-06525 10.000 EACH| 240.00000 2400.00| 400.00000 4000.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0011 715-02839 304.000 LFT | 45.87000 13944.48| 50.00000 15200.00| PIPE, POLYETHYLENE LINER, 24 IN. | | | 0012 715-02840 411.000 LFT | 55.84000 22950.24| 60.00000 24660.00| PIPE, POLYETHYLENE LINER, 30 IN. | | | 0013 715-03293 99.000 LFT | 121.44000 12022.56| 140.00000 13860.00| PIPE, POLYETHYLENE LINER, 48 IN | | | 0014 715-03404 85.000 LFT | 55.25000 4696.25| 60.00000 5100.00| PIPE, POLYETHYLENE LINER, 18 IN. | | | 0015 715-91219 86.000 LFT | 112.13000 9643.18| 120.00000 10320.00| PIPE, POLYETHYLENE LINER, 40 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 792,401.33 ROUTE : 27 CALL ORDER : 350 CONTRACT ID : RS-26380-A COUNTIES : RANDOLPH LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 | |BROOKS CONSTRUCTION |L I C A CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 715-93861 105.000 LFT | 149.68000 15716.40| 165.00000 17325.00| PIPE, POLYETHYLENE LINER, 52 IN. | | | 0018 801-06640 20.000 EACH| 87.50000 1750.00| 70.00000 1400.00| CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 20198.52000 20198.52| 30000.00000 30000.00| MAINTAINING TRAFFIC | | | 0020 808-06712 26229.000 LFT | 0.05000 1311.45| 0.05000 1311.45| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0021 808-06713 50233.000 LFT | 0.05000 2511.65| 0.05000 2511.65| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 2716.000 LFT | 0.05000 135.80| 0.25000 679.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 801-06207 2895.000 LFT | 0.72000 2084.40| 0.80000 2316.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | SECTION TOTALS | $ 586,730.36| $ 706,094.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 586,730.36| $ 706,094.10| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,142,189.39 ROUTE : 28 CALL ORDER : 360 CONTRACT ID : RS-26382-A COUNTIES : TIPTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1065009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,036,001.44 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 1,076,555.76 103.9145% 3 35-0524595 MOHR CONSTRUCTION CO $ 1,089,888.23 105.2014% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,099,300.00 106.1098% ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0524595 |E & B PAVING, INC. |SHELLY & SANDS, INC. |MOHR CONSTRUCTION CO 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| 3630.00000 3630.00| 7300.00000 7300.00| 6400.00000 6400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 2.000 MOS | 2350.00000 4700.00| 2000.00000 4000.00| 2500.00000 5000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 51000.00000 51000.00| 19500.00000 19500.00| 94715.00000 94715.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 88184.000 SYS | 1.25000 110230.00| 1.30000 114639.20| 0.76000 67019.84 SURFACE MILLING, ASPHALT | | | 0005 304-07491 1005.800 TON | 140.00000 140812.00| 130.00000 130754.00| 88.00000 88510.40 HMA PATCHING, TYPE C | | | 0006 401-07329 14465.500 TON | 40.00000 578620.00| 41.15000 595255.33| 47.05000 680601.78 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0007 406-05520 43.200 TON | 210.00000 9072.00| 150.00000 6480.00| 190.00000 8208.00 ASPHALT FOR TACK COAT | | | 0008 606-07484 1945.000 LFT | 1.30000 2528.50| 2.10000 4084.50| 1.07000 2081.15 MILLED HMA SHOULDER CORRUGATIONS | | | 0009 610-07488 1270.500 TON | 73.00000 92746.50| 100.00000 127050.00| 60.00000 76230.00 HMA FOR APPROACHES, TYPE C | | | 0010 615-06525 6.000 EACH| 265.00000 1590.00| 425.00000 2550.00| 300.00000 1800.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0011 720-44000 2.000 EACH| 315.00000 630.00| 265.00000 530.00| 250.00000 500.00 CASTING, ADJUST TO GRADE | | | 0012 801-06207 7873.000 LFT | 1.02000 8030.46| 0.70000 5511.10| 1.00000 7873.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0013 801-06640 42.000 EACH| 85.00000 3570.00| 90.00000 3780.00| 90.95000 3819.90 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,142,189.39 ROUTE : 28 CALL ORDER : 360 CONTRACT ID : RS-26382-A COUNTIES : TIPTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0524595 |E & B PAVING, INC. |SHELLY & SANDS, INC. |MOHR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06775 LUMP| 20500.00000 20500.00| 45600.00000 45600.00| 37600.00000 37600.00 MAINTAINING TRAFFIC | | | 0015 808-06712 12573.000 LFT | 0.06000 754.38| 0.07000 880.11| 0.07000 880.11 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0016 808-06713 107456.000 LFT | 0.05000 5372.80| 0.06000 6447.36| 0.06000 6447.36 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0017 808-06714 28436.000 LFT | 0.05000 1421.80| 0.06000 1706.16| 0.06000 1706.16 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 808-75297 24.000 LFT | 9.50000 228.00| 10.00000 240.00| 10.17000 244.08 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0019 808-75320 3.000 EACH| 165.00000 495.00| 58.00000 174.00| 58.85000 176.55 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0020 808-75325 1.000 EACH| 70.00000 70.00| 74.00000 74.00| 74.90000 74.90 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,036,001.44| $ 1,076,555.76| $ 1,089,888.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,036,001.44| $ 1,076,555.76| $ 1,089,888.23 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 360 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,142,189.39 ROUTE : 28 CALL ORDER : 360 CONTRACT ID : RS-26382-A COUNTIES : TIPTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD 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 105-06845 LUMP| 7000.00000 7000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 2.000 MOS | 2600.00000 5200.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 43000.00000 43000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 88184.000 SYS | 0.90000 79365.60| | SURFACE MILLING, ASPHALT | | | 0005 304-07491 1005.800 TON | 135.00000 135783.00| | HMA PATCHING, TYPE C | | | 0006 401-07329 14465.500 TON | 45.00000 650947.50| | QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0007 406-05520 43.200 TON | 170.00000 7344.00| | ASPHALT FOR TACK COAT | | | 0008 606-07484 1945.000 LFT | 2.00000 3890.00| | MILLED HMA SHOULDER CORRUGATIONS | | | 0009 610-07488 1270.500 TON | 88.00000 111804.00| | HMA FOR APPROACHES, TYPE C | | | 0010 615-06525 6.000 EACH| 360.00000 2160.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0011 720-44000 2.000 EACH| 360.00000 720.00| | CASTING, ADJUST TO GRADE | | | 0012 801-06207 7873.000 LFT | 1.00000 7873.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0013 801-06640 42.000 EACH| 92.00000 3864.00| | CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 25006.40000 25006.40| | MAINTAINING TRAFFIC | | | 0015 808-06712 12573.000 LFT | 0.10000 1257.30| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0016 808-06713 107456.000 LFT | 0.10000 10745.60| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0017 808-06714 28436.000 LFT | 0.10000 2843.60| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 808-75297 24.000 LFT | 10.00000 240.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0019 808-75320 3.000 EACH| 60.00000 180.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 360 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,142,189.39 ROUTE : 28 CALL ORDER : 360 CONTRACT ID : RS-26382-A COUNTIES : TIPTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-75325 1.000 EACH| 76.00000 76.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,099,300.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,099,300.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : NUS 35 CALL ORDER : 370 CONTRACT ID : RS-26388-A COUNTIES : HOWARD LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0524595 MOHR CONSTRUCTION CO $ 255,294.35 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,153,573.01 ROUTE : 36 CALL ORDER : 380 CONTRACT ID : RS-26389-A COUNTIES : RANDOLPH LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0961003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,192,889.15 100.0000% ==================================================================================================================================== |(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| 5900.00000 5900.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2200.00000 6600.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 59500.00000 59500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 7000.000 SYS | 2.20000 15400.00| | SURFACE MILLING, ASPHALT | | | 0005 303-52308 806.500 TON | 12.75000 10282.88| | COMPACTED AGGREGATE, O, 53 | | | 0006 304-07490 3326.000 TON | 95.00000 315970.00| | HMA PATCHING, TYPE B | | | 0007 401-07320 4167.000 TON | 44.90000 187098.30| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0008 401-07321 9917.500 TON | 41.00000 406617.50| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0009 406-05520 41.100 TON | 200.00000 8220.00| | ASPHALT FOR TACK COAT | | | 0010 606-07484 35124.000 LFT | 0.22000 7727.28| | MILLED HMA SHOULDER CORRUGATIONS | | | 0011 610-07487 669.600 TON | 68.00000 45532.80| | HMA FOR APPROACHES, TYPE B | | | 0013 801-06207 5768.000 LFT | 1.35000 7786.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 28.000 EACH| 90.00000 2520.00| | CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 96330.00000 96330.00| | MAINTAINING TRAFFIC | | | 0016 801-97643 864.000 LFT | 4.60000 3974.40| | TEMPORARY BUZZ STRIPS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,153,573.01 ROUTE : 36 CALL ORDER : 380 CONTRACT ID : RS-26389-A COUNTIES : RANDOLPH LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD 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 808-06712 9778.000 LFT | 0.08000 782.24| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0018 808-06713 88119.000 LFT | 0.07000 6168.33| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 18566.000 LFT | 0.07000 1299.62| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75297 48.000 LFT | 10.50000 504.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 615-06520 17.000 EACH| 275.00000 4675.00| | MONUMENT, RE-ESTABLISH | | | SECTION TOTALS | $ 1,192,889.15| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,192,889.15| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,455,969.82 ROUTE : US 421 AND SR 143 CALL ORDER : 390 CONTRACT ID : RS-26542-A COUNTIES : PULASKI STARKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0818026 0818026 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,579,964.22 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,803,744.05 114.1636% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |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 105-04655 9.000 MOS | 150.00000 1350.00| 425.00000 3825.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| CONSTRUCTION ENGINEERING | | | 0003 105-07039 7.000 MOS | 1650.00000 11550.00| 1300.00000 9100.00| FIELD OFFICE, B | | | 0004 110-01001 LUMP| 78995.00000 78995.00| 31000.00000 31000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 4450.000 LFT | 2.10000 9345.00| 2.16000 9612.00| GUARDRAIL, REMOVE | | | 0006 202-60820 150075.000 SYS | 0.22000 33016.50| 0.80000 120060.00| SURFACE MILLING, ASPHALT | | | 0007 202-93741 12.000 EACH| 110.00000 1320.00| 113.30000 1359.60| GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02000 350.000 CYS | 19.00000 6650.00| 13.00000 4550.00| EXCAVATION, COMMON | | | 0009 203-02070 120.000 CYS | 28.00000 3360.00| 8.50000 1020.00| BORROW | | | 0010 211-07454 135.000 CYS | 28.00000 3780.00| 12.75000 1721.25| STRUCTURE BACKFILL | | | 0011 303-02051 112.000 TON | 25.00000 2800.00| 17.60000 1971.20| STONE, 2 | | | 0012 303-04075 7490.000 TON | 9.00000 67410.00| 10.35000 77521.50| COMPACTED AGGREGATE, O, 73 | | | 0013 304-07490 100.000 TON | 65.00000 6500.00| 68.00000 6800.00| HMA PATCHING, TYPE B | | | 0014 401-06264 LUMP| 4200.00000 4200.00| 6000.00000 6000.00| PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 390 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,455,969.82 ROUTE : US 421 AND SR 143 CALL ORDER : 390 CONTRACT ID : RS-26542-A COUNTIES : PULASKI STARKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-07328 14625.000 TON | 34.00000 497250.00| 37.40000 546975.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0016 401-07379 17100.000 TON | 28.50000 487350.00| 35.00000 598500.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0017 401-07408 110.000 TON | 45.00000 4950.00| 68.50000 7535.00| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0018 402-07451 1000.000 TON | 36.00000 36000.00| 35.00000 35000.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0019 406-05520 95.000 TON | 250.00000 23750.00| 240.00000 22800.00| ASPHALT FOR TACK COAT | | | 0020 601-01522 4.000 EACH| 1200.00000 4800.00| 1236.00000 4944.00| GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-01846 7.000 EACH| 1600.00000 11200.00| 1648.00000 11536.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-94689 15.000 EACH| 1900.00000 28500.00| 1957.00000 29355.00| GUARDRAIL END TREATMENT, OS | | | 0023 601-97774 2.000 EACH| 900.00000 1800.00| 927.00000 1854.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0024 601-99105 6200.000 LFT | 8.90000 55180.00| 9.17000 56854.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 610-07487 1224.000 TON | 45.00000 55080.00| 54.35000 66524.40| HMA FOR APPROACHES, TYPE B | | | 0026 615-06527 8.000 EACH| 450.00000 3600.00| 335.00000 2680.00| MONUMENT, SECTION CORNER | | | 0027 616-02320 195.000 SYS | 5.50000 1072.50| 3.20000 624.00| GEOTEXTILES | | | 0028 616-06405 180.000 TON | 32.00000 5760.00| 34.70000 6246.00| RIPRAP, REVETMENT | | | 0029 702-90915 3.500 CYS | 550.00000 1925.00| 490.00000 1715.00| CONCRETE, A | | | 0030 715-05019 6.000 LFT | 220.00000 1320.00| 270.00000 1620.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0031 715-05119 176.000 LFT | 105.00000 18480.00| 125.00000 22000.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0032 715-05123 62.000 LFT | 175.00000 10850.00| 200.00000 12400.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0033 715-05128 12.000 LFT | 245.00000 2940.00| 290.00000 3480.00| PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0034 715-06489 6.000 LFT | 390.00000 2340.00| 660.00000 3960.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 35.0 | | | SQ. FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 390 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,455,969.82 ROUTE : US 421 AND SR 143 CALL ORDER : 390 CONTRACT ID : RS-26542-A COUNTIES : PULASKI STARKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 715-46005 2.000 EACH| 400.00000 800.00| 425.00000 850.00| PIPE END SECTION, 15 IN. | | | 0036 720-44000 2.000 EACH| 250.00000 500.00| 345.00000 690.00| CASTING, ADJUST TO GRADE | | | 0037 720-45235 2.000 EACH| 1500.00000 3000.00| 1000.00000 2000.00| CATCH BASIN, E7 , MODIFIED | | | 0038 801-01093 6.000 EACH| 978.00000 5868.00| 1007.34000 6044.04| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0039 801-04308 8.000 EACH| 82.00000 656.00| 84.46000 675.68| ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06203 10000.000 LFT | 0.15000 1500.00| 0.15000 1500.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0041 801-06207 5200.000 LFT | 1.02000 5304.00| 2.08000 10816.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0042 801-06625 31.000 EACH| 38.00000 1178.00| 37.08000 1149.48| DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 93.000 EACH| 69.00000 6417.00| 73.13000 6801.09| CONSTRUCTION SIGN, A | | | 0044 801-07118 96.000 LFT | 3.54000 339.84| 3.34000 320.64| BARRICADE, III-A | | | 0045 801-07119 96.000 LFT | 3.98000 382.08| 3.76000 360.96| BARRICADE, III-B | | | 0046 804-06740 10.000 EACH| 12.59000 125.90| 8.85000 88.50| DELINEATOR WITH POST, D2 | | | 0047 808-06713 110432.000 LFT | 0.09000 9938.88| 0.09000 9938.88| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0048 808-75240 13760.000 LFT | 0.27000 3715.20| 0.28000 3852.80| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0049 808-75245 6041.000 LFT | 0.27000 1631.07| 0.28000 1691.48| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0050 808-75297 45.000 LFT | 4.65000 209.25| 4.79000 215.55| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0051 808-75996 650.000 EACH| 3.50000 2275.00| 4.70000 3055.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0052 808-75998 650.000 EACH| 18.00000 11700.00| 18.54000 12051.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 390 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,455,969.82 ROUTE : US 421 AND SR 143 CALL ORDER : 390 CONTRACT ID : RS-26542-A COUNTIES : PULASKI STARKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06775 LUMP| 37500.00000 37500.00| 29000.00000 29000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 1,579,964.22| $ 1,803,744.05| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,579,964.22| $ 1,803,744.05| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 156,859.84 ROUTE : SR 3 CALL ORDER : 400 CONTRACT ID : RS-26583-A COUNTIES : HENRY LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2015004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 37-1215990 HUFF SEALING CORPORATION $ 153,418.60 100.0000% 2 35-1139301 E & B PAVING, INC. $ 194,860.00 127.0119% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 220,377.00 143.6442% 4 25-1370389 SWANK ASSOCIATED CO $ 258,218.36 168.3096% 5 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 344,529.79 224.5684% ==================================================================================================================================== |(1) 37-1215990 |(2) 35-1139301 |(3) 35-1917625 |HUFF SEALING CORPORATION |E & B PAVING, INC. |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| 2600.00000 2600.00| 1571.24000 1571.24| 2600.00000 2600.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 12500.00000 12500.00| 9742.98000 9742.98| 11000.00000 11000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 506-06333 104.000 m2 | 260.00000 27040.00| 301.81000 31388.24| 300.00000 31200.00 PCCP PATCHING, FULL DEPTH | | | 0004 507-07479 50.000 Mg | 180.00000 9000.00| 338.70000 16935.00| 180.00000 9000.00 HMA PARTIAL DEPTH PATCHING , TYPE B | | | 0005 507-07482 8706.000 m | 4.10000 35694.60| 5.80000 50494.80| 6.00000 52236.00 CRACKS AND JOINTS IN PCCP, ROUT AND | | | SEAL , LONGITUDINAL | | | 0006 507-07482 12290.000 m | 4.10000 50389.00| 5.80000 71282.00| 6.00000 73740.00 CRACKS AND JOINTS IN PCCP, ROUT AND | | | SEAL , TRANSVERSE | | | 0007 605-06090 30.000 m | 140.00000 4200.00| 67.93000 2037.90| 250.00000 7500.00 CURB, INTEGRAL, CONCRETE , REPAIR | | | 0008 801-06640 43.000 EACH| 55.00000 2365.00| 56.10000 2412.30| 55.00000 2365.00 CONSTRUCTION SIGN, A | | | 0009 801-06710 30.000 DAY | 12.00000 360.00| 12.24000 367.20| 12.00000 360.00 FLASHING ARROW SIGN | | | 0010 801-06775 LUMP| 7500.00000 7500.00| 6272.14000 6272.14| 28600.00000 28600.00 MAINTAINING TRAFFIC | | | 0011 805-02503 60.000 m | 1.00000 60.00| 4.59000 275.40| 1.60000 96.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0012 805-78795 60.000 m | 28.50000 1710.00| 34.68000 2080.80| 28.00000 1680.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 156,859.84 ROUTE : SR 3 CALL ORDER : 400 CONTRACT ID : RS-26583-A COUNTIES : HENRY LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-1215990 |(2) 35-1139301 |(3) 35-1917625 |HUFF SEALING CORPORATION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 153,418.60| $ 194,860.00| $ 220,377.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 153,418.60| $ 194,860.00| $ 220,377.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 400 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 156,859.84 ROUTE : SR 3 CALL ORDER : 400 CONTRACT ID : RS-26583-A COUNTIES : HENRY LETTING DATE : 03/25/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 25-1370389 |(5) 35-1136349 | |SWANK ASSOCIATED CO |TSCHUOR, GALE COMPANY, 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| 5000.00000 5000.00| 2969.04100 2969.04| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 45000.00000 45000.00| 59813.62000 59813.62| MOBILIZATION AND DEMOBILIZATION | | | 0003 506-06333 104.000 m2 | 325.00000 33800.00| 195.58000 20340.32| PCCP PATCHING, FULL DEPTH | | | 0004 507-07479 50.000 Mg | 300.00000 15000.00| 205.55000 10277.50| HMA PARTIAL DEPTH PATCHING , TYPE B | | | 0005 507-07482 8706.000 m | 5.41000 47099.46| 7.72000 67210.32| CRACKS AND JOINTS IN PCCP, ROUT AND | | | SEAL , LONGITUDINAL | | | 0006 507-07482 12290.000 m | 5.41000 66488.90| 8.20000 100778.00| CRACKS AND JOINTS IN PCCP, ROUT AND | | | SEAL , TRANSVERSE | | | 0007 605-06090 30.000 m | 170.00000 5100.00| 89.42000 2682.60| CURB, INTEGRAL, CONCRETE , REPAIR | | | 0008 801-06640 43.000 EACH| 60.00000 2580.00| 91.36000 3928.48| CONSTRUCTION SIGN, A | | | 0009 801-06710 30.000 DAY | 25.00000 750.00| 17.13000 513.90| FLASHING ARROW SIGN | | | 0010 801-06775 LUMP| 35000.00000 35000.00| 73988.01000 73988.01| MAINTAINING TRAFFIC | | | 0011 805-02503 60.000 m | 5.00000 300.00| 1.83000 109.80| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0012 805-78795 60.000 m | 35.00000 2100.00| 31.97000 1918.20| SAW CUT FOR ROADWAY LOOP AND SEALER | | | SECTION TOTALS | $ 258,218.36| $ 344,529.79| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 258,218.36| $ 344,529.79| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,980,000.00 ROUTE : US 50 CALL ORDER : 410 CONTRACT ID : RS-26622-A COUNTIES : LAWRENCE MARTIN LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 042500G SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 2,747,002.45 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 2,875,773.25 104.6876% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 3,095,525.05 112.6873% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0626844 |(3) 35-1357381 |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO |O'MARA, DAVE CONTRACTOR 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| 5800.00000 5800.00| 30000.00000 30000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1250.00000 12500.00| 1800.00000 18000.00| 1350.00000 13500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 40250.00000 40250.00| 143000.00000 143000.00| 105000.00000 105000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 4500.000 SYS | 2.00000 9000.00| 4.00000 18000.00| 1.85000 8325.00 SURFACE MILLING, ASPHALT | | | 0005 203-91878 600.000 LFT | 10.75000 6450.00| 21.00000 12600.00| 38.00000 22800.00 LINEAR DITCH GRADING | | | 0006 205-06932 210.000 LFT | 13.50000 2835.00| 5.00000 1050.00| 14.00000 2940.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0007 211-07454 625.000 CYS | 46.00000 28750.00| 21.60000 13500.00| 38.00000 23750.00 STRUCTURE BACKFILL | | | 0008 213-52830 16.500 CYS | 59.00000 973.50| 110.00000 1815.00| 100.00000 1650.00 FLOWABLE MORTAR | | | 0009 303-07449 2450.000 TON | 14.60000 35770.00| 19.00000 46550.00| 18.40000 45080.00 COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07490 100.000 TON | 90.00000 9000.00| 80.00000 8000.00| 100.00000 10000.00 HMA PATCHING, TYPE B | | | 0011 304-07493 270.000 TON | 56.00000 15120.00| 70.00000 18900.00| 55.00000 14850.00 HMA WIDENING, TYPE B | | | 0012 401-06264 LUMP| 5900.00000 5900.00| 4000.00000 4000.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0013 401-07328 14250.000 TON | 53.00000 755250.00| 48.25000 687562.50| 65.00000 926250.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm ,SMA | | | 0014 401-07362 6600.000 TON | 34.50000 227700.00| 36.25000 239250.00| 38.00000 250800.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,980,000.00 ROUTE : US 50 CALL ORDER : 410 CONTRACT ID : RS-26622-A COUNTIES : LAWRENCE MARTIN LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0626844 |(3) 35-1357381 |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-07408 7500.000 TON | 34.00000 255000.00| 38.00000 285000.00| 37.50000 281250.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0016 402-07451 12100.000 TON | 29.00000 350900.00| 36.50000 441650.00| 36.50000 441650.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0017 405-05517 40.000 TON | 200.00000 8000.00| 350.00000 14000.00| 320.00000 12800.00 ASPHALT FOR PRIME COAT | | | 0018 406-05520 80.000 TON | 150.00000 12000.00| 185.00000 14800.00| 180.00000 14400.00 ASPHALT FOR TACK COAT | | | 0019 601-01846 3.000 EACH| 1900.00000 5700.00| 1960.00000 5880.00| 2000.00000 6000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0020 601-06035 3410.000 LFT | 6.75000 23017.50| 6.50000 22165.00| 7.50000 25575.00 GUARDRAIL, RESET | | | 0021 601-92948 14760.000 LFT | 1.50000 22140.00| 1.50000 22140.00| 1.65000 24354.00 GUARDRAIL, ADJUST HEIGHT | | | 0022 601-94689 1.000 EACH| 2500.00000 2500.00| 4400.00000 4400.00| 2600.00000 2600.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 100.000 LFT | 12.50000 1250.00| 12.25000 1225.00| 13.00000 1300.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 601-99108 25.000 LFT | 19.00000 475.00| 18.00000 450.00| 19.50000 487.50 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0025 610-07487 2300.000 TON | 49.00000 112700.00| 48.25000 110975.00| 70.00000 161000.00 HMA FOR APPROACHES, TYPE B | | | 0026 616-02320 36800.000 SYS | 1.70000 62560.00| 2.20000 80960.00| 1.25000 46000.00 GEOTEXTILES | | | 0027 616-06405 17000.000 TON | 25.00000 425000.00| 19.50000 331500.00| 19.00000 323000.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 290.00000 290.00| 665.00000 665.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 500.000 SYS | 1.25000 625.00| 3.00000 1500.00| 1.25000 625.00 MULCHED SEEDING, R | | | 0030 715-05121 400.000 LFT | 120.00000 48000.00| 185.00000 74000.00| 125.00000 50000.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0031 715-05123 435.000 LFT | 116.00000 50460.00| 205.00000 89175.00| 132.00000 57420.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0032 715-06857 160.000 LFT | 60.00000 9600.00| 65.00000 10400.00| 154.00000 24640.00 PIPE LINER, THERMOPLASTIC, 24 IN. | | | 0033 715-46010 13.000 EACH| 465.00000 6045.00| 310.00000 4030.00| 170.00000 2210.00 PIPE END SECTION, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 410 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,980,000.00 ROUTE : US 50 CALL ORDER : 410 CONTRACT ID : RS-26622-A COUNTIES : LAWRENCE MARTIN LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0626844 |(3) 35-1357381 |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-46020 15.000 EACH| 400.00000 6000.00| 400.00000 6000.00| 230.00000 3450.00 PIPE END SECTION, 24 IN. | | | 0035 720-44000 3.000 EACH| 625.00000 1875.00| 250.00000 750.00| 375.00000 1125.00 CASTING, ADJUST TO GRADE | | | 0036 801-06203 10700.000 LFT | 0.20000 2140.00| 1.00000 10700.00| 0.25000 2675.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0037 801-06207 5350.000 LFT | 0.60000 3210.00| 1.50000 8025.00| 1.00000 5350.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 37.000 EACH| 100.00000 3700.00| 95.00000 3515.00| 135.00000 4995.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 125000.00000 125000.00| 45000.00000 45000.00| 95000.00000 95000.00 MAINTAINING TRAFFIC | | | 0040 802-76055 56.000 LFT | 7.40000 414.40| 7.00000 392.00| 5.50000 308.00 SIGN POST, A | | | 0041 808-06703 1595.000 LFT | 0.40000 638.00| 0.35000 558.25| 0.55000 877.25 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0042 808-06712 5185.000 LFT | 0.10000 518.50| 0.08000 414.80| 0.18000 933.30 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0043 808-06713 107010.000 LFT | 0.10000 10701.00| 0.07000 7490.70| 0.10000 10701.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0044 808-06714 87250.000 LFT | 0.10000 8725.00| 0.07000 6107.50| 0.10000 8725.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0045 808-75245 3690.000 LFT | 0.42000 1549.80| 0.35000 1291.50| 0.55000 2029.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0046 808-75290 209.000 LFT | 4.75000 992.75| 4.00000 836.00| 5.50000 1149.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0047 808-75297 20.000 LFT | 4.75000 95.00| 4.00000 80.00| 5.50000 110.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0048 808-75996 1340.000 EACH| 3.80000 5092.00| 3.25000 4355.00| 3.00000 4020.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 1340.000 EACH| 18.50000 24790.00| 17.25000 23115.00| 28.00000 37520.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,747,002.45| $ 2,875,773.25| $ 3,095,525.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,747,002.45| $ 2,875,773.25| $ 3,095,525.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,324,709.03 ROUTE : 60 CALL ORDER : 420 CONTRACT ID : RS-26623-A COUNTIES : LAWRENCE ORANGE LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3247003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 929,674.80 100.0000% 2 35-1056038 CALCAR QUARRIES, INC. $ 941,335.38 101.2542% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 989,743.80 106.4612% 4 35-0626844 RUDOLPH, J.H. & CO $ 1,209,414.35 130.0900% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1056038 |(3) 35-1357381 |ROGERS GROUP, INC. |CALCAR QUARRIES, INC. |O'MARA, DAVE CONTRACTOR 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| 5200.00000 5200.00| 3000.00000 3000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 16500.00000 16500.00| 28630.00000 28630.00| 31250.00000 31250.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 81.000 LFT | 3.20000 259.20| 3.00000 243.00| 3.25000 263.25 GUARDRAIL, REMOVE | | | 0004 202-02676 5000.000 TON | 4.00000 20000.00| 2.50000 12500.00| 3.00000 15000.00 TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0005 202-60820 194650.000 SYS | 0.30000 58395.00| 0.24000 46716.00| 0.35000 68127.50 SURFACE MILLING, ASPHALT | | | 0006 202-93741 9.000 EACH| 210.00000 1890.00| 400.00000 3600.00| 250.00000 2250.00 GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-91878 650.000 LFT | 10.50000 6825.00| 7.50000 4875.00| 7.25000 4712.50 LINEAR DITCH GRADING | | | 0008 205-06937 1500.000 LFT | 1.80000 2700.00| 1.70000 2550.00| 1.85000 2775.00 TEMPORARY SILT FENCE | | | 0009 211-07454 215.000 CYS | 59.00000 12685.00| 32.00000 6880.00| 33.00000 7095.00 STRUCTURE BACKFILL | | | 0010 303-07449 100.000 TON | 16.75000 1675.00| 20.00000 2000.00| 25.00000 2500.00 COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07490 400.000 TON | 90.00000 36000.00| 45.00000 18000.00| 70.00000 28000.00 HMA PATCHING, TYPE B | | | 0012 401-06264 LUMP| 5800.00000 5800.00| 5600.00000 5600.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0013 401-07321 15575.000 TON | 30.50000 475037.50| 30.75000 478931.25| 32.00000 498400.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,324,709.03 ROUTE : 60 CALL ORDER : 420 CONTRACT ID : RS-26623-A COUNTIES : LAWRENCE ORANGE LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1056038 |(3) 35-1357381 |ROGERS GROUP, INC. |CALCAR QUARRIES, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-07451 200.000 TON | 34.00000 6800.00| 45.00000 9000.00| 70.00000 14000.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0015 405-05517 40.000 TON | 220.00000 8800.00| 220.00000 8800.00| 285.00000 11400.00 ASPHALT FOR PRIME COAT | | | 0016 406-05520 52.000 TON | 180.00000 9360.00| 175.00000 9100.00| 170.00000 8840.00 ASPHALT FOR TACK COAT | | | 0017 601-01846 5.000 EACH| 1700.00000 8500.00| 1625.00000 8125.00| 1750.00000 8750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-06854 2.000 EACH| 1895.00000 3790.00| 1800.00000 3600.00| 1950.00000 3900.00 GUARDRAIL, W-BEAM, NESTED | | | 0019 601-94689 11.000 EACH| 2200.00000 24200.00| 2475.00000 27225.00| 2250.00000 24750.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 763.000 LFT | 10.30000 7858.90| 9.80000 7477.40| 10.30000 7858.90 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 610-07487 1250.000 TON | 50.40000 63000.00| 42.00000 52500.00| 58.00000 72500.00 HMA FOR APPROACHES, TYPE B | | | 0022 616-02320 8350.000 SYS | 1.00000 8350.00| 2.05000 17117.50| 1.30000 10855.00 GEOTEXTILES | | | 0023 616-06405 2500.000 TON | 18.00000 45000.00| 21.55000 53875.00| 18.00000 45000.00 RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 420.00000 420.00| 450.00000 450.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 500.000 SYS | 1.70000 850.00| 1.80000 900.00| 1.70000 850.00 MULCHED SEEDING, R | | | 0026 715-01662 140.000 LFT | 21.00000 2940.00| 15.00000 2100.00| 5.25000 735.00 PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0027 715-05119 245.000 LFT | 44.00000 10780.00| 67.00000 16415.00| 42.35000 10375.75 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0028 715-05123 125.000 LFT | 140.00000 17500.00| 149.00000 18625.00| 155.00000 19375.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0029 715-46005 8.000 EACH| 190.00000 1520.00| 235.00000 1880.00| 135.00000 1080.00 PIPE END SECTION, 15 IN. | | | 0030 715-46020 4.000 EACH| 250.00000 1000.00| 450.00000 1800.00| 205.00000 820.00 PIPE END SECTION, 24 IN. | | | 0031 801-06203 5930.000 LFT | 0.20000 1186.00| 0.45000 2668.50| 0.20000 1186.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06207 5930.000 LFT | 0.20000 1186.00| 1.05000 6226.50| 0.80000 4744.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,324,709.03 ROUTE : 60 CALL ORDER : 420 CONTRACT ID : RS-26623-A COUNTIES : LAWRENCE ORANGE LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1056038 |(3) 35-1357381 |ROGERS GROUP, INC. |CALCAR QUARRIES, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 801-06640 42.000 EACH| 84.20000 3536.40| 80.00000 3360.00| 115.00000 4830.00 CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP| 18200.00000 18200.00| 37500.00000 37500.00| 29000.00000 29000.00 MAINTAINING TRAFFIC | | | 0035 808-04298 4.000 EACH| 265.00000 1060.00| 250.00000 1000.00| 340.00000 1360.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0036 808-06712 7355.000 LFT | 0.10000 735.50| 0.08800 647.24| 0.09000 661.95 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0037 808-06713 118595.000 LFT | 0.10000 11859.50| 0.08800 10436.36| 0.09000 10673.55 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0038 808-06714 30010.000 LFT | 0.10000 3001.00| 0.08800 2640.88| 0.09000 2700.90 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0039 808-75043 1290.000 LFT | 0.80000 1032.00| 0.80000 1032.00| 1.05000 1354.50 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | 0040 808-75297 25.000 LFT | 3.50000 87.50| 3.30000 82.50| 3.75000 93.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0041 808-75996 1093.000 EACH| 3.60000 3934.80| 3.25000 3552.25| 2.50000 2732.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 808-75998 1093.000 EACH| 18.50000 20220.50| 18.00000 19674.00| 18.75000 20493.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 929,674.80| $ 941,335.38| $ 989,743.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 929,674.80| $ 941,335.38| $ 989,743.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,324,709.03 ROUTE : 60 CALL ORDER : 420 CONTRACT ID : RS-26623-A COUNTIES : LAWRENCE ORANGE LETTING DATE : 03/25/03 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 RESURFACE | | | 0001 105-06845 LUMP| 25000.00000 25000.00| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 60000.00000 60000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 81.000 LFT | 4.00000 324.00| | GUARDRAIL, REMOVE | | | 0004 202-02676 5000.000 TON | 6.60000 33000.00| | TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0005 202-60820 194650.000 SYS | 0.75000 145987.50| | SURFACE MILLING, ASPHALT | | | 0006 202-93741 9.000 EACH| 500.00000 4500.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-91878 650.000 LFT | 9.00000 5850.00| | LINEAR DITCH GRADING | | | 0008 205-06937 1500.000 LFT | 1.70000 2550.00| | TEMPORARY SILT FENCE | | | 0009 211-07454 215.000 CYS | 18.00000 3870.00| | STRUCTURE BACKFILL | | | 0010 303-07449 100.000 TON | 19.00000 1900.00| | COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07490 400.000 TON | 95.00000 38000.00| | HMA PATCHING, TYPE B | | | 0012 401-06264 LUMP| 4000.00000 4000.00| | PROFILOGRAPH, HMA | | | 0013 401-07321 15575.000 TON | 33.50000 521762.50| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0014 402-07451 200.000 TON | 55.00000 11000.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0015 405-05517 40.000 TON | 260.00000 10400.00| | ASPHALT FOR PRIME COAT | | | 0016 406-05520 52.000 TON | 180.00000 9360.00| | ASPHALT FOR TACK COAT | | | 0017 601-01846 5.000 EACH| 1625.00000 8125.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-06854 2.000 EACH| 1800.00000 3600.00| | GUARDRAIL, W-BEAM, NESTED | | | 0019 601-94689 11.000 EACH| 2874.80000 31622.80| | GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 420 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,324,709.03 ROUTE : 60 CALL ORDER : 420 CONTRACT ID : RS-26623-A COUNTIES : LAWRENCE ORANGE LETTING DATE : 03/25/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99105 763.000 LFT | 9.80000 7477.40| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 610-07487 1250.000 TON | 33.50000 41875.00| | HMA FOR APPROACHES, TYPE B | | | 0022 616-02320 8350.000 SYS | 1.90000 15865.00| | GEOTEXTILES | | | 0023 616-06405 2500.000 TON | 21.00000 52500.00| | RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 400.00000 400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 500.000 SYS | 1.60000 800.00| | MULCHED SEEDING, R | | | 0026 715-01662 140.000 LFT | 40.00000 5600.00| | PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0027 715-05119 245.000 LFT | 75.00000 18375.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0028 715-05123 125.000 LFT | 250.00000 31250.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0029 715-46005 8.000 EACH| 250.00000 2000.00| | PIPE END SECTION, 15 IN. | | | 0030 715-46020 4.000 EACH| 400.00000 1600.00| | PIPE END SECTION, 24 IN. | | | 0031 801-06203 5930.000 LFT | 1.00000 5930.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06207 5930.000 LFT | 1.05000 6226.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0033 801-06640 42.000 EACH| 70.00000 2940.00| | CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP| 58500.00000 58500.00| | MAINTAINING TRAFFIC | | | 0035 808-04298 4.000 EACH| 375.00000 1500.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0036 808-06712 7355.000 LFT | 0.08000 588.40| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0037 808-06713 118595.000 LFT | 0.07000 8301.65| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0038 808-06714 30010.000 LFT | 0.07000 2100.70| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 420 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,324,709.03 ROUTE : 60 CALL ORDER : 420 CONTRACT ID : RS-26623-A COUNTIES : LAWRENCE ORANGE LETTING DATE : 03/25/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 808-75043 1290.000 LFT | 0.53000 683.70| | LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | 0040 808-75297 25.000 LFT | 4.50000 112.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0041 808-75996 1093.000 EACH| 4.00000 4372.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 808-75998 1093.000 EACH| 17.90000 19564.70| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,209,414.35| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,209,414.35| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,267,715.02 ROUTE : 59 CALL ORDER : 430 CONTRACT ID : RS-26624-A COUNTIES : GREENE KNOX LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3328004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 930,633.85 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,197,960.90 128.7252% 3 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,229,908.18 132.1581% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 |(3) 35-2126716 |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR |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| 3800.00000 3800.00| 7500.00000 7500.00| 1667.15000 1667.15 CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1225.00000 8575.00| 1400.00000 9800.00| 1365.00000 9555.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 31000.00000 31000.00| 59000.00000 59000.00| 60765.00000 60765.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 193571.000 SYS | 0.20000 38714.20| 0.40000 77428.40| 0.56000 108399.76 SURFACE MILLING, ASPHALT | | | 0005 202-93741 7.000 EACH| 355.00000 2485.00| 250.00000 1750.00| 21.00000 147.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 203-02000 15.000 CYS | 340.00000 5100.00| 40.00000 600.00| 43.05000 645.75 EXCAVATION, COMMON | | | 0007 211-07454 137.000 CYS | 37.50000 5137.50| 24.00000 3288.00| 37.91000 5193.67 STRUCTURE BACKFILL | | | 0008 303-01180 65.000 TON | 34.75000 2258.75| 40.00000 2600.00| 67.53000 4389.45 COMPACTED AGGREGATE, NO. 53 | | | 0009 303-07449 2311.000 TON | 14.60000 33740.60| 20.00000 46220.00| 17.68000 40858.48 COMPACTED AGGREGATE, NO. 73 | | | 0010 401-06264 LUMP| 5700.00000 5700.00| 5000.00000 5000.00| 3261.47000 3261.47 PROFILOGRAPH, HMA | | | 0011 401-07321 15970.000 TON | 34.00000 542980.00| 41.00000 654770.00| 40.65000 649180.50 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0012 402-07451 600.000 TON | 42.30000 25380.00| 55.00000 33000.00| 46.62000 27972.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0013 405-05517 50.000 TON | 260.00000 13000.00| 290.00000 14500.00| 301.71000 15085.50 ASPHALT FOR PRIME COAT | | | 0014 406-05520 49.000 TON | 190.00000 9310.00| 190.00000 9310.00| 252.00000 12348.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,267,715.02 ROUTE : 59 CALL ORDER : 430 CONTRACT ID : RS-26624-A COUNTIES : GREENE KNOX LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 |(3) 35-2126716 |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR |WABASH VALLEY ASPHALT CO. LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-01625 1.000 EACH| 1350.00000 1350.00| 1600.00000 1600.00| 1680.00000 1680.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-01700 4.000 EACH| 1600.00000 6400.00| 1900.00000 7600.00| 1890.00000 7560.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0017 601-06037 1.000 EACH| 625.00000 625.00| 750.00000 750.00| 735.00000 735.00 GUARDRAIL END TREATMENT, I | | | 0018 601-06854 6.000 EACH| 1725.00000 10350.00| 1950.00000 11700.00| 1995.00000 11970.00 GUARDRAIL, W-BEAM, NESTED | | | 0019 601-94689 19.000 EACH| 2100.00000 39900.00| 2700.00000 51300.00| 2100.00000 39900.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 1163.000 LFT | 10.40000 12095.20| 11.00000 12793.00| 10.50000 12211.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 610-05527 832.000 TON | 60.25000 50128.00| 100.00000 83200.00| 126.04000 104865.28 HMA FOR APPROACHES | | | 0022 715-05125 70.000 LFT | 29.25000 2047.50| 115.00000 8050.00| 87.99000 6159.30 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0023 801-06203 6304.000 LFT | 0.60000 3782.40| 0.25000 1576.00| 0.30000 1891.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0024 801-06207 6304.000 LFT | 0.20000 1260.80| 1.00000 6304.00| 1.58000 9960.32 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0025 801-06640 76.000 EACH| 76.20000 5791.20| 85.00000 6460.00| 84.00000 6384.00 CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 24000.00000 24000.00| 32000.00000 32000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0027 808-03115 4.000 EACH| 81.25000 325.00| 90.00000 360.00| 84.00000 336.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (XING), 4 FT. | | | 0028 808-04298 4.000 EACH| 255.00000 1020.00| 275.00000 1100.00| 262.50000 1050.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC,| | | WORD (RR) | | | 0029 808-06703 546.000 LFT | 0.10000 54.60| 1.00000 546.00| 0.95000 518.70 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0030 808-06712 15760.000 LFT | 0.10000 1576.00| 0.10000 1576.00| 0.10000 1576.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0031 808-06713 126080.000 LFT | 0.10000 12608.00| 0.10000 12608.00| 0.10000 12608.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0032 808-06714 47055.000 LFT | 0.10000 4705.50| 0.10000 4705.50| 0.10000 4705.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,267,715.02 ROUTE : 59 CALL ORDER : 430 CONTRACT ID : RS-26624-A COUNTIES : GREENE KNOX LETTING DATE : 03/25/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 |(3) 35-2126716 |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR |WABASH VALLEY ASPHALT CO. LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-75297 60.000 LFT | 3.15000 189.00| 3.50000 210.00| 3.26000 195.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0034 808-75300 440.000 LFT | 0.80000 352.00| 0.90000 396.00| 0.82000 360.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0035 808-75320 1.000 EACH| 76.20000 76.20| 85.00000 85.00| 78.75000 78.75 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0036 808-75325 1.000 EACH| 91.40000 91.40| 100.00000 100.00| 94.50000 94.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0037 808-75996 1150.000 EACH| 4.00000 4600.00| 4.50000 5175.00| 4.15000 4772.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0038 808-75998 1150.000 EACH| 17.50000 20125.00| 20.00000 23000.00| 18.11000 20826.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 930,633.85| $ 1,197,960.90| $ 1,229,908.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 930,633.85| $ 1,197,960.90| $ 1,229,908.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,100,000.00 ROUTE : SR 157 CALL ORDER : 440 CONTRACT ID : RS-26632-A COUNTIES : CLAY GREENE LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT OWEN CONTRACT TIME : 07/03/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 336000B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 967,684.79 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 984,740.70 101.7625% 3 35-1418333 ROGERS GROUP, INC. $ 1,019,164.20 105.3198% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1357381 |(3) 35-1418333 |WABASH VALLEY ASPHALT CO. LL|O'MARA, DAVE CONTRACTOR |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 105-07038 6.000 MOS | 1413.30000 8479.80| 1300.00000 7800.00| 1320.00000 7920.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 46200.00000 46200.00| 48750.00000 48750.00| 12650.00000 12650.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 5492.000 SYS | 3.51000 19276.92| 1.50000 8238.00| 2.70000 14828.40 SURFACE MILLING, ASPHALT | | | 0004 203-02080 2.000 MILE| 3575.54000 7151.08| 2950.00000 5900.00| 6850.00000 13700.00 LINEAR GRADING | | | 0005 303-01180 200.000 TON | 18.06000 3612.00| 25.00000 5000.00| 41.50000 8300.00 COMPACTED AGGREGATE, NO. 53 | | | 0006 303-04075 3258.000 TON | 15.28000 49782.24| 18.00000 58644.00| 17.35000 56526.30 COMPACTED AGGREGATE, O, 73 | | | 0007 304-07490 1000.000 TON | 77.82000 77820.00| 70.00000 70000.00| 82.65000 82650.00 HMA PATCHING, TYPE B | | | 0008 304-07493 200.000 TON | 77.82000 15564.00| 60.00000 12000.00| 64.50000 12900.00 HMA WIDENING, TYPE B | | | 0009 401-07321 12708.000 TON | 33.22000 422159.76| 39.00000 495612.00| 38.85000 493705.80 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0010 401-07321 2100.000 TON | 44.04000 92484.00| 42.00000 88200.00| 43.25000 90825.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm WEDGE | | | AND LEVEL | | | 0011 402-07432 409.000 TON | 48.17000 19701.53| 46.00000 18814.00| 64.15000 26237.35 HMA TYPE A, SURFACE | | | 0012 404-05511 7835.000 SYS | 1.20000 9402.00| 1.00000 7835.00| 2.60000 20371.00 SEAL COAT, 2 | | | 0013 406-05520 48.600 TON | 252.00000 12247.20| 170.00000 8262.00| 205.00000 9963.00 ASPHALT FOR TACK COAT | | | 0014 608-04395 20.000 TON | 58.67000 1173.40| 30.00000 600.00| 290.00000 5800.00 AGGREGATE FOR SHOULDER DRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,100,000.00 ROUTE : SR 157 CALL ORDER : 440 CONTRACT ID : RS-26632-A COUNTIES : CLAY GREENE LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT OWEN SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-1357381 |(3) 35-1418333 |WABASH VALLEY ASPHALT CO. LL|O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 610-07487 1072.000 TON | 88.88000 95279.36| 65.00000 69680.00| 65.25000 69948.00 HMA FOR APPROACHES, TYPE B | | | 0016 616-02320 250.000 SYS | 2.91000 727.50| 1.50000 375.00| 1.10000 275.00 GEOTEXTILES | | | 0017 616-06405 150.000 TON | 43.07000 6460.50| 32.00000 4800.00| 30.40000 4560.00 RIPRAP, REVETMENT | | | 0018 621-01004 1.000 EACH| 498.75000 498.75| 550.00000 550.00| 525.00000 525.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06559 7500.000 SYS | 0.48000 3600.00| 0.50000 3750.00| 0.50000 3750.00 MULCHED SEEDING, R | | | 0020 801-06203 1431.000 LFT | 0.91000 1302.21| 0.25000 357.75| 0.65000 930.15 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0021 801-06207 7129.000 LFT | 1.46000 10408.34| 0.80000 5703.20| 0.20000 1425.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0022 801-06640 41.000 EACH| 78.75000 3228.75| 80.00000 3280.00| 82.60000 3386.60 CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 15000.00000 15000.00| 28000.00000 28000.00| 36650.00000 36650.00 MAINTAINING TRAFFIC | | | 0024 808-03631 2028.000 LFT | 0.99000 2007.72| 1.00000 2028.00| 2.35000 4765.80 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0025 808-03632 390.000 LFT | 0.99000 386.10| 1.00000 390.00| 2.35000 916.50 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0026 808-04896 254.000 LFT | 0.99000 251.46| 1.00000 254.00| 2.35000 596.90 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0027 808-06712 7192.000 LFT | 0.20000 1438.40| 0.20000 1438.40| 0.10000 719.20 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0028 808-06713 141817.000 LFT | 0.10000 14181.70| 0.09000 12763.53| 0.10000 14181.70 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0029 808-06714 104648.000 LFT | 0.10000 10464.80| 0.09000 9418.32| 0.10000 10464.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0030 808-75996 1559.000 EACH| 7.37000 11489.83| 2.50000 3897.50| 4.10000 6391.90 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0031 615-06505 6.000 EACH| 984.24000 5905.44| 400.00000 2400.00| 550.00000 3300.00 MONUMENT, B | | | SECTION TOTALS | $ 967,684.79| $ 984,740.70| $ 1,019,164.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 967,684.79| $ 984,740.70| $ 1,019,164.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,372,916.60 ROUTE : SR 352 CALL ORDER : 450 CONTRACT ID : RS-26634-A COUNTIES : BENTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 340400H SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,023,827.03 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,063,869.31 103.9110% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |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 105-06845 LUMP| 5500.00000 5500.00| 3750.00000 3750.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2000.00000 12000.00| 1935.10000 11610.60| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 51150.00000 51150.00| 48418.26000 48418.26| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 123865.000 SYS | 0.60000 74319.00| 0.35000 43352.75| SURFACE MILLING, ASPHALT | | | 0005 303-07449 2676.000 TON | 14.00000 37464.00| 16.09000 43056.84| COMPACTED AGGREGATE, NO. 73 | | | 0006 304-07489 200.000 TON | 90.00000 18000.00| 111.22000 22244.00| HMA PATCHING, TYPE A | | | 0007 304-07492 53.000 TON | 90.00000 4770.00| 102.32000 5422.96| HMA WIDENING, TYPE A | | | 0008 401-06264 LUMP| 2000.00000 2000.00| 1418.84000 1418.84| PROFILOGRAPH, HMA | | | 0009 401-07321 10021.000 TON | 32.00000 320672.00| 33.73000 338008.33| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0010 401-07371 12544.000 TON | 30.50000 382592.00| 30.94000 388111.36| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0011 402-07450 220.000 TON | 40.00000 8800.00| 87.22000 19188.40| HMA, TYPE A, WEDGE AND LEVEL | | | 0012 406-05520 58.350 TON | 183.00000 10678.05| 178.34000 10406.14| ASPHALT FOR TACK COAT | | | 0013 610-07486 691.000 TON | 60.00000 41460.00| 89.43000 61796.13| HMA FOR APPROACHES, TYPE A | | | 0014 615-06505 8.000 EACH| 935.00000 7480.00| 589.43000 4715.44| MONUMENT, B | | | 0015 621-06574 20.000 SYS | 72.00000 1440.00| 72.00000 1440.00| SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,372,916.60 ROUTE : SR 352 CALL ORDER : 450 CONTRACT ID : RS-26634-A COUNTIES : BENTON LETTING DATE : 03/25/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 720-44040 1.000 EACH| 500.00000 500.00| 1304.27000 1304.27| CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0017 801-06203 9003.000 LFT | 0.50000 4501.50| 0.55000 4951.65| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0018 801-06207 4547.000 LFT | 1.40000 6365.80| 1.09000 4956.23| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 37.000 EACH| 80.00000 2960.00| 85.00000 3145.00| CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 17500.00000 17500.00| 31896.97000 31896.97| MAINTAINING TRAFFIC | | | 0021 808-06712 8574.000 LFT | 0.08000 685.92| 0.09000 771.66| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06713 87296.000 LFT | 0.08000 6983.68| 0.09000 7856.64| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 27876.000 LFT | 0.08000 2230.08| 0.09000 2508.84| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75297 70.000 LFT | 5.00000 350.00| 3.90000 273.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0025 808-75340 2.000 EACH| 330.00000 660.00| 250.00000 500.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0026 808-75996 790.000 EACH| 3.50000 2765.00| 3.50000 2765.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,023,827.03| $ 1,063,869.31| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,023,827.03| $ 1,063,869.31| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 535,872.00 ROUTE : I-469 CALL ORDER : 460 CONTRACT ID : RS-26762-A COUNTIES : ALLEN LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/01/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4691002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 415,566.80 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 432,944.41 104.1816% 3 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 491,811.70 118.3472% 4 35-1145884 L I C A CONSTRUCTION $ 529,668.25 127.4568% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1016737 |E & B PAVING, INC. |BROOKS CONSTRUCTION |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 | 1000.00000 4000.00| 1710.00000 6840.00| 2000.00000 8000.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 20750.00000 20750.00| 21645.00000 21645.00| 48000.00000 48000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 15015.000 SYS | 1.75000 26276.25| 1.85000 27777.75| 1.90000 28528.50 SURFACE MILLING, ASPHALT | | | 0004 202-60822 63.000 SYS | 4.00000 252.00| 8.35000 526.05| 2.25000 141.75 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0005 303-04075 1740.000 TON | 17.50000 30450.00| 14.75000 25665.00| 10.00000 17400.00 COMPACTED AGGREGATE, O, 73 | | | 0006 304-07490 213.000 TON | 50.00000 10650.00| 76.35000 16262.55| 55.00000 11715.00 HMA PATCHING, TYPE B | | | 0007 401-07327 7200.000 TON | 35.00000 252000.00| 32.65000 235080.00| 38.00000 273600.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0008 402-07452 58.000 TON | 35.00000 2030.00| 53.30000 3091.40| 49.00000 2842.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0009 406-05520 23.700 TON | 150.00000 3555.00| 185.00000 4384.50| 165.00000 3910.50 ASPHALT FOR TACK COAT | | | 0010 606-07484 19868.000 LFT | 0.25000 4967.00| 0.27000 5364.36| 0.25000 4967.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0011 616-06401 10.000 TON | 27.25000 272.50| 39.85000 398.50| 20.00000 200.00 RIPRAP, DUMPED | | | 0012 801-06203 50750.000 LFT | 0.01000 507.50| 0.01000 507.50| 0.10000 5075.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0013 801-06207 50750.000 LFT | 0.01000 507.50| 0.05000 2537.50| 0.80000 40600.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 535,872.00 ROUTE : I-469 CALL ORDER : 460 CONTRACT ID : RS-26762-A COUNTIES : ALLEN LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1016737 |E & B PAVING, INC. |BROOKS CONSTRUCTION |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06640 42.000 EACH| 86.00000 3612.00| 86.00000 3612.00| 86.00000 3612.00 CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 8450.00000 8450.00| 47251.10000 47251.10| 7000.00000 7000.00 MAINTAINING TRAFFIC | | | 0016 804-06771 200.000 EACH| 22.50000 4500.00| 22.50000 4500.00| 23.00000 4600.00 DELINEATOR POST, FLEXIBLE | | | 0017 808-06705 2050.000 LFT | 4.00000 8200.00| 1.75000 3587.50| 1.75000 3587.50 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0018 808-06713 25460.000 LFT | 0.28000 7128.80| 0.12000 3055.20| 0.12000 3055.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 25300.000 LFT | 0.28000 7084.00| 0.12000 3036.00| 0.12000 3036.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75297 200.000 LFT | 9.50000 1900.00| 5.00000 1000.00| 5.00000 1000.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 808-75320 21.000 EACH| 158.00000 3318.00| 85.00000 1785.00| 85.00000 1785.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0022 808-75996 625.000 EACH| 3.25000 2031.25| 3.06000 1912.50| 9.00000 5625.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 625.000 EACH| 21.00000 13125.00| 21.00000 13125.00| 21.65000 13531.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 415,566.80| $ 432,944.41| $ 491,811.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 415,566.80| $ 432,944.41| $ 491,811.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 535,872.00 ROUTE : I-469 CALL ORDER : 460 CONTRACT ID : RS-26762-A COUNTIES : ALLEN LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1145884 | | |L I C A 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 | 2000.00000 8000.00| | FIELD OFFICE, B | | | 0002 110-01001 LUMP| 26100.00000 26100.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 15015.000 SYS | 2.40000 36036.00| | SURFACE MILLING, ASPHALT | | | 0004 202-60822 63.000 SYS | 16.50000 1039.50| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0005 303-04075 1740.000 TON | 21.20000 36888.00| | COMPACTED AGGREGATE, O, 73 | | | 0006 304-07490 213.000 TON | 92.00000 19596.00| | HMA PATCHING, TYPE B | | | 0007 401-07327 7200.000 TON | 45.00000 324000.00| | QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0008 402-07452 58.000 TON | 80.00000 4640.00| | HMA, TYPE C, WEDGE AND LEVEL | | | 0009 406-05520 23.700 TON | 200.00000 4740.00| | ASPHALT FOR TACK COAT | | | 0010 606-07484 19868.000 LFT | 0.35000 6953.80| | MILLED HMA SHOULDER CORRUGATIONS | | | 0011 616-06401 10.000 TON | 25.00000 250.00| | RIPRAP, DUMPED | | | 0012 801-06203 50750.000 LFT | 0.12000 6090.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0013 801-06207 50750.000 LFT | 0.10000 5075.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 42.000 EACH| 90.00000 3780.00| | CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 12700.00000 12700.00| | MAINTAINING TRAFFIC | | | 0016 804-06771 200.000 EACH| 23.30000 4660.00| | DELINEATOR POST, FLEXIBLE | | | 0017 808-06705 2050.000 LFT | 1.75000 3587.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0018 808-06713 25460.000 LFT | 0.12000 3055.20| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 25300.000 LFT | 0.12000 3036.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 535,872.00 ROUTE : I-469 CALL ORDER : 460 CONTRACT ID : RS-26762-A COUNTIES : ALLEN LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-75297 200.000 LFT | 5.00000 1000.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 808-75320 21.000 EACH| 85.00000 1785.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0022 808-75996 625.000 EACH| 5.00000 3125.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 625.000 EACH| 21.65000 13531.25| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 529,668.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 529,668.25| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,570,157.56 ROUTE : 101 CALL ORDER : 470 CONTRACT ID : RS-26834-A COUNTIES : ADAMS LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 550100C 550100C SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,159,790.54 100.0000% 2 35-1145884 L I C A CONSTRUCTION $ 1,194,891.53 103.0264% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 | |BROOKS CONSTRUCTION |L I C A 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 6.000 MOS | 1675.00000 10050.00| 1200.00000 7200.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 57975.00000 57975.00| 55010.00000 55010.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02265 1.000 EACH| 1450.00000 1450.00| 1250.00000 1250.00| TREE, 48 IN., REMOVE | | | 0004 202-02278 150.000 LFT | 5.56000 834.00| 5.00000 750.00| CURB, CONCRETE, REMOVE | | | 0005 202-60820 75487.000 SYS | 0.41000 30949.67| 0.51000 38498.37| SURFACE MILLING, ASPHALT | | | 0006 202-93741 8.000 EACH| 150.00000 1200.00| 150.00000 1200.00| GUARD RAIL END TREATMENT, REMOVE | | | 0007 303-07449 3225.000 TON | 9.00000 29025.00| 10.71000 34539.75| COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07490 232.330 TON | 54.50000 12661.99| 59.51000 13825.96| HMA PATCHING, TYPE B | | | 0009 304-07508 14537.000 TON | 22.95000 333624.15| 25.52000 370984.24| WIDENING WITH QC/QA-HMA, 2, 64, BASE, | | | 25 mm | | | 0010 401-06264 LUMP| 3675.00000 3675.00| 2800.00000 2800.00| PROFILOGRAPH, HMA | | | 0011 401-07321 8555.000 TON | 28.90000 247239.50| 27.57000 235861.35| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0012 401-07390 11028.000 TON | 22.88000 252320.64| 24.99000 275589.72| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0013 402-07451 85.000 TON | 27.23000 2314.55| 44.91000 3817.35| HMA, TYPE B, WEDGE AND LEVEL | | | 0014 406-05520 52.000 TON | 209.70000 10904.40| 150.00000 7800.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,570,157.56 ROUTE : 101 CALL ORDER : 470 CONTRACT ID : RS-26834-A COUNTIES : ADAMS LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 | |BROOKS CONSTRUCTION |L I C A CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-01846 2.000 EACH| 1700.00000 3400.00| 1700.00000 3400.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0016 601-92948 570.000 LFT | 4.00000 2280.00| 4.00000 2280.00| GUARDRAIL, ADJUST HEIGHT | | | 0017 601-94689 6.000 EACH| 1900.00000 11400.00| 1900.00000 11400.00| GUARDRAIL END TREATMENT, OS | | | 0018 601-97774 1.000 EACH| 900.00000 900.00| 900.00000 900.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0019 601-99105 100.000 LFT | 12.00000 1200.00| 12.00000 1200.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 605-06140 150.000 LFT | 20.60000 3090.00| 15.00000 2250.00| CURB AND GUTTER, CONCRETE | | | 0023 615-06520 12.000 EACH| 279.90000 3358.80| 150.00000 1800.00| MONUMENT, RE-ESTABLISH | | | 0024 715-46030 2.000 EACH| 595.00000 1190.00| 750.00000 1500.00| PIPE END SECTION, 30 IN. | | | 0025 801-06203 6953.000 LFT | 0.11000 764.83| 0.30000 2085.90| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0026 801-06207 3475.000 LFT | 0.72000 2502.00| 0.60000 2085.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0027 801-06640 33.000 EACH| 85.00000 2805.00| 85.00000 2805.00| CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP| 29735.85000 29735.85| 17791.28000 17791.28| MAINTAINING TRAFFIC | | | 0029 802-91122 22.000 EACH| 75.00000 1650.00| 75.00000 1650.00| SIGN, GROUND MOUNTED, RESET | | | 0030 805-78470 460.000 LFT | 0.40000 184.00| 0.40000 184.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0031 805-78795 145.000 LFT | 7.50000 1087.50| 7.50000 1087.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0032 805-92951 2.000 EACH| 250.00000 500.00| 250.00000 500.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0033 808-06712 7570.000 LFT | 0.08000 605.60| 0.08000 605.60| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0034 808-06713 69454.000 LFT | 0.08000 5556.32| 0.08000 5556.32| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0035 808-06714 21921.000 LFT | 0.08000 1753.68| 0.08000 1753.68| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/01/03 PAGE : 470 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,570,157.56 ROUTE : 101 CALL ORDER : 470 CONTRACT ID : RS-26834-A COUNTIES : ADAMS LETTING DATE : 03/25/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1145884 | |BROOKS CONSTRUCTION |L I C A CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 808-75297 90.000 LFT | 5.50000 495.00| 5.50000 495.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0037 610-07486 1800.800 TON | 46.32000 83413.06| 41.89000 75435.51| HMA FOR APPROACHES, TYPE A | | | 0038 611-06497 45.000 EACH| 171.00000 7695.00| 200.00000 9000.00| MAILBOX ASSEMBLY, SINGLE | | | SECTION TOTALS | $ 1,159,790.54| $ 1,194,891.53| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,159,790.54| $ 1,194,891.53| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 614,109.12 ROUTE : I-90 CALL ORDER : 480 CONTRACT ID : RT-26207-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : TOLL CONTRACT TIME : 07/26/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1657131 MICHIANA CONTRACTING $ 356,427.00 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 450,270.80 126.3290% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 490,972.05 137.7482% 4 36-2231526 WALSH CONSTR CO OF ILL $ 517,000.00 145.0507% ==================================================================================================================================== |(1) 35-1657131 |(2) 35-1339168 |(3) 35-1582109 |MICHIANA CONTRACTING |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOLL PLAZA MODIFICATION | | | 0001 105-06845 LUMP| 350.00000 350.00| 50.00000 50.00| 3492.97000 3492.97 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1450.00000 5800.00| 2184.67000 8738.68| 2992.17000 11968.68 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 16700.00000 16700.00| 22050.00000 22050.00| 44373.00000 44373.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 350.000 SYS | 40.00000 14000.00| 30.35000 10622.50| 9.62000 3367.00 PAVEMENT, REMOVE | | | 0005 202-05677 4.000 EACH| 2200.00000 8800.00| 2694.22000 10776.88| 1446.77000 5787.08 BARRIER ISLAND, REMOVE | | | 0006 210-06717 LUMP| 3670.00000 3670.00| 3190.00000 3190.00| 3190.00000 3190.00 ENVIRONMENTAL PLAZA CLEANING | | | 0007 210-06793 1.000 EACH| 182800.00000 182800.00| 236920.00000 236920.00| 279363.33000 279363.33 CANOPY , 60 FT. X 95 FT. | | | 0008 210-06793 1.000 EACH| 4400.00000 4400.00| 11500.00000 11500.00| 7313.13000 7313.13 CANOPY , REMOVAL | | | 0009 210-07095 LUMP| 1400.00000 1400.00| 4820.00000 4820.00| 4820.00000 4820.00 TEMPORARY LANE CONTROLLER LIGHTS | | | 0010 210-07095 LUMP| 1335.00000 1335.00| 1125.00000 1125.00| 4250.00000 4250.00 TEMPORARY PLAZA LIGHTING | | | 0011 501-51940 850.000 LFT | 1.00000 850.00| 5.49000 4666.50| 1.61000 1368.50 PREFORMED JOINT MATERIAL, 1 IN. | | | 0012 601-05011 4.000 EACH| 15065.00000 60260.00| 18071.68000 72286.72| 13674.65000 54698.60 BARRIER ISLAND | | | 0013 603-04244 4.000 EACH| 275.00000 1100.00| 750.00000 3000.00| 844.01000 3376.04 GATE , REMOVE AND RESET | | | 0014 728-98377 LUMP| 8800.00000 8800.00| 3250.00000 3250.00| 7504.00000 7504.00 MASONRY COATING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 480 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 614,109.12 ROUTE : I-90 CALL ORDER : 480 CONTRACT ID : RT-26207-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1657131 |(2) 35-1339168 |(3) 35-1582109 |MICHIANA CONTRACTING |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-01093 8.000 EACH| 1010.00000 8080.00| 930.00000 7440.00| 930.00000 7440.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY FLASHING 45 mph | | | 0016 801-06640 12.000 EACH| 110.00000 1320.00| 90.00000 1080.00| 90.00000 1080.00 CONSTRUCTION SIGN, A | | | 0017 801-06710 60.000 DAY | 30.00000 1800.00| 16.00000 960.00| 16.00000 960.00 FLASHING ARROW SIGN | | | 0018 801-06775 LUMP| 1100.00000 1100.00| 2436.40000 2436.40| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0019 801-07119 72.000 LFT | 16.00000 1152.00| 15.00000 1080.00| 15.00000 1080.00 BARRICADE, III-B | | | 0020 801-09133 2.000 EACH| 5400.00000 10800.00| 4400.00000 8800.00| 4400.00000 8800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | REMOTELY PROGRAMMABLE | | | 0021 802-03896 4.000 EACH| 1000.00000 4000.00| 443.63000 1774.52| 259.93000 1039.72 BOLLARD , REMOVE | | | 0022 805-92455 8.000 EACH| 135.00000 1080.00| 1200.00000 9600.00| 1200.00000 9600.00 FLASHER BEACON ASSEMBLY | | | 0023 807-04866 6.000 EACH| 345.00000 2070.00| 740.60000 4443.60| 740.00000 4440.00 LUMINAIRE , 175 WATT, MH, DAMP LOCATION | | | 0024 807-04962 6.000 EACH| 2160.00000 12960.00| 2850.00000 17100.00| 2850.00000 17100.00 LIGHT , LANE CONTROLLER | | | 0025 807-86600 8.000 EACH| 225.00000 1800.00| 320.00000 2560.00| 320.00000 2560.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 100 WATT | | | SECTION TOTALS | $ 356,427.00| $ 450,270.80| $ 490,972.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 356,427.00| $ 450,270.80| $ 490,972.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 480 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 614,109.12 ROUTE : I-90 CALL ORDER : 480 CONTRACT ID : RT-26207-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOLL PLAZA MODIFICATION | | | 0001 105-06845 LUMP| 25000.00000 25000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 2420.00000 9680.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 28000.00000 28000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 350.000 SYS | 26.23000 9180.50| | PAVEMENT, REMOVE | | | 0005 202-05677 4.000 EACH| 3500.00000 14000.00| | BARRIER ISLAND, REMOVE | | | 0006 210-06717 LUMP| 10000.00000 10000.00| | ENVIRONMENTAL PLAZA CLEANING | | | 0007 210-06793 1.000 EACH| 220983.10000 220983.10| | CANOPY , 60 FT. X 95 FT. | | | 0008 210-06793 1.000 EACH| 30000.00000 30000.00| | CANOPY , REMOVAL | | | 0009 210-07095 LUMP| 4820.00000 4820.00| | TEMPORARY LANE CONTROLLER LIGHTS | | | 0010 210-07095 LUMP| 4250.00000 4250.00| | TEMPORARY PLAZA LIGHTING | | | 0011 501-51940 850.000 LFT | 3.00000 2550.00| | PREFORMED JOINT MATERIAL, 1 IN. | | | 0012 601-05011 4.000 EACH| 15000.00000 60000.00| | BARRIER ISLAND | | | 0013 603-04244 4.000 EACH| 1000.00000 4000.00| | GATE , REMOVE AND RESET | | | 0014 728-98377 LUMP| 7500.00000 7500.00| | MASONRY COATING | | | 0015 801-01093 8.000 EACH| 1000.00000 8000.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY FLASHING 45 mph | | | 0016 801-06640 12.000 EACH| 165.00000 1980.00| | CONSTRUCTION SIGN, A | | | 0017 801-06710 60.000 DAY | 25.00000 1500.00| | FLASHING ARROW SIGN | | | 0018 801-06775 LUMP| 30000.00000 30000.00| | MAINTAINING TRAFFIC | | | 0019 801-07119 72.000 LFT | 20.00000 1440.00| | BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 480 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 614,109.12 ROUTE : I-90 CALL ORDER : 480 CONTRACT ID : RT-26207-A COUNTIES : ELKHART LETTING DATE : 03/25/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 | | |WALSH CONSTR CO. OF ILL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-09133 2.000 EACH| 5000.00000 10000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | REMOTELY PROGRAMMABLE | | | 0021 802-03896 4.000 EACH| 104.10000 416.40| | BOLLARD , REMOVE | | | 0022 805-92455 8.000 EACH| 1200.00000 9600.00| | FLASHER BEACON ASSEMBLY | | | 0023 807-04866 6.000 EACH| 740.00000 4440.00| | LUMINAIRE , 175 WATT, MH, DAMP LOCATION | | | 0024 807-04962 6.000 EACH| 2850.00000 17100.00| | LIGHT , LANE CONTROLLER | | | 0025 807-86600 8.000 EACH| 320.00000 2560.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 100 WATT | | | SECTION TOTALS | $ 517,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 517,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,427,423.87 ROUTE : 90 CALL ORDER : 490 CONTRACT ID : RT-26696-A COUNTIES : LAPORTE LAKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : TOLL PORTER OTHERS CONTRACT TIME : 06/30/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 891,744.44 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 965,746.94 108.2986% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-06906 3.000 MOS | 300.00000 900.00| 70.65000 211.95| CELLULAR SERVICE(SUPERVISOR) | | | 0002 105-06907 3.000 MOS | 600.00000 1800.00| 70.65000 211.95| CELLULAR SERVICE(INSPECTOR) | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 12000.00000 12000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 114166.000 SYS | 0.37000 42241.42| 1.09000 124440.94| SURFACE MILLING, ASPHALT | | | 0005 202-60822 12000.000 SYS | 5.00000 60000.00| 1.00000 12000.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0006 304-07491 1000.000 TON | 40.00000 40000.00| 15.00000 15000.00| HMA PATCHING, TYPE C | | | 0007 401-07330 9420.000 TON | 31.50000 296730.00| 41.75000 393285.00| QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | | 0008 401-07330 2129.000 TON | 33.00000 70257.00| 41.75000 88885.75| QC/QA-HMA, 5, 70, SURFACE, 9.5 mm RAMPS | | | 0009 401-07382 2484.000 TON | 26.00000 64584.00| 33.00000 81972.00| QC/QA-HMA, 5, 70, INTERMEDIATE, 12.5 mm | | | RAMPS | | | 0010 401-07415 3548.000 TON | 26.00000 92248.00| 30.50000 108214.00| QC/QA-HMA, 5, 70, BASE, 25.0 mm RAMPS | | | 0011 402-05498 132.000 TON | 30.00000 3960.00| 34.00000 4488.00| HMA FOR PARKING AREA 12.5 mm | | | INTERMEDIATE | | | 0012 402-05498 528.000 TON | 30.00000 15840.00| 30.50000 16104.00| HMA FOR PARKING AREA 25.0 mm BASE | | | 0013 402-05498 80.000 TON | 42.00000 3360.00| 48.00000 3840.00| HMA FOR PARKING AREA 9.5 mm SURFACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/03 PAGE : 490 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,427,423.87 ROUTE : 90 CALL ORDER : 490 CONTRACT ID : RT-26696-A COUNTIES : LAPORTE LAKE LETTING DATE : 03/25/03 10:00 AM DISTRICT : TOLL PORTER OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 406-05520 12.000 TON | 700.00000 8400.00| 150.00000 1800.00| ASPHALT FOR TACK COAT | | | 0015 801-01093 4.000 EACH| 397.00000 1588.00| 400.00000 1600.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0016 801-06207 8155.000 LFT | 1.50000 12232.50| 1.25000 10193.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 32.000 EACH| 53.00000 1696.00| 120.00000 3840.00| CONSTRUCTION SIGN, A | | | 0018 801-06710 45.000 DAY | 20.00000 900.00| 18.00000 810.00| FLASHING ARROW SIGN | | | 0019 801-06775 LUMP| 20000.00000 20000.00| 10500.00000 10500.00| MAINTAINING TRAFFIC | | | 0020 801-09133 6.000 EACH| 9558.00000 57348.00| 4800.00000 28800.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | REMOTELY PROGRAMMABLE | | | 0021 808-75007 52272.000 LFT | 0.22000 11499.84| 0.15000 7840.80| LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0022 808-75047 21120.000 LFT | 0.22000 4646.40| 0.15000 3168.00| LINE, PAINT, SOLID, YELLOW, 6 IN. | | | 0023 808-75996 530.000 EACH| 6.00000 3180.00| 3.96000 2098.80| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0024 808-75998 530.000 EACH| 24.00000 12720.00| 28.00000 14840.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0025 808-96075 26136.000 LFT | 0.98000 25613.28| 0.75000 19602.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 6 | | | IN. | | | SECTION TOTALS | $ 891,744.44| $ 965,746.94| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 891,744.44| $ 965,746.94| ====================================================================================================================================