INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 501 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,999.98 ROUTE : SR 244 CALL ORDER : 501 CONTRACT ID : M -25343-A COUNTIES : FRANKLIN LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1991044 JOHNSON COMPANY, INC. $ 57,085.35 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 57,558.55 100.8289% 3 35-2064912 B & P CONSTRUCTION $ 57,804.94 101.2605% 4 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 59,634.55 104.4655% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 63,253.10 110.8044% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 67,863.20 118.8802% 7 35-1357381 O'MARA, DAVE CONTRACTOR $ 72,334.70 126.7132% 8 35-1817574 YARDBERRY LANDSCAPE $ 75,702.30 132.6124% 9 35-1315965 FOX CONTRACTORS $ 77,488.94 135.7422% 10 35-0999231 HUNT PAVING COMPANY, INC. $ 81,240.79 142.3146% ==================================================================================================================================== |(1) 35-1991044 |(2) 35-1364963 |(3) 35-2064912 |JOHNSON COMPANY, INC. |ERBER & MILLIGAN CONSTR. CO.|B & P CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 1100.00000 4400.00| 800.00000 3200.00| 800.00000 3200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 3800.00000 3800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 2850.00000 2850.00| 3750.00000 3750.00| 5550.00000 5550.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 7200.00000 7200.00| 7500.00000 7500.00| 2000.00000 2000.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02070 12.000 m3 | 18.00000 216.00| 10.00000 120.00| 5.00000 60.00 BORROW | | | 0006 303-60012 24.100 Mg | 21.00000 506.10| 24.00000 578.40| 20.00000 482.00 AGGREGATE, 2 | | | 0007 303-94433 54.100 m3 | 30.00000 1623.00| 27.50000 1487.75| 31.00000 1677.10 AGGREGATE, 12 | | | 0008 305-05204 62.300 Mg | 100.00000 6230.00| 110.00000 6853.00| 95.00000 5918.50 HMA FOR PATCHING | | | 0009 616-02320 71.000 m2 | 7.00000 497.00| 3.00000 213.00| 4.50000 319.50 GEOTEXTILES | | | 0010 621-06570 22.300 m3 | 41.50000 925.45| 28.00000 624.40| 35.00000 780.50 TOP SOIL | | | 0011 621-06574 84.100 m2 | 19.00000 1597.90| 10.00000 841.00| 12.00000 1009.20 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 501 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,999.98 ROUTE : SR 244 CALL ORDER : 501 CONTRACT ID : M -25343-A COUNTIES : FRANKLIN LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1991044 |(2) 35-1364963 |(3) 35-2064912 |JOHNSON COMPANY, INC. |ERBER & MILLIGAN CONSTR. CO.|B & P CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 714-03437 41.700 m2 | 325.00000 13552.50| 340.00000 14178.00| 203.00000 8465.10 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0013 714-94664 10.600 m | 919.00000 9741.40| 875.00000 9275.00| 1815.00000 19239.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 900 mm | | | 0014 801-04308 4.000 EACH| 112.00000 448.00| 125.00000 500.00| 120.75000 483.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0015 801-06605 8.000 EACH| 53.00000 424.00| 60.00000 480.00| 52.50000 420.00 BARRICADE, IIIA | | | 0016 801-06606 8.000 EACH| 59.00000 472.00| 65.00000 520.00| 57.75000 462.00 BARRICADE, IIIB | | | 0017 801-06625 14.000 EACH| 65.00000 910.00| 65.00000 910.00| 62.74000 878.36 DETOUR ROUTE MARKER ASSEMBLY | | | 0018 801-06640 12.000 EACH| 60.00000 720.00| 65.00000 780.00| 57.75000 693.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 1500.00000 1500.00 MAINTAINING TRAFFIC | | | 0020 804-06770 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 50.00000 200.00 DELINEATOR POST | | | 0021 808-06713 24.000 m | 14.00000 336.00| 13.50000 324.00| 13.91000 333.84 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0022 808-06714 24.000 m | 14.00000 336.00| 13.50000 324.00| 13.91000 333.84 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 57,085.35| $ 57,558.55| $ 57,804.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 57,085.35| $ 57,558.55| $ 57,804.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 501 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,999.98 ROUTE : SR 244 CALL ORDER : 501 CONTRACT ID : M -25343-A COUNTIES : FRANKLIN LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 |(5) 35-1917625 |(6) 35-1128289 |ALPHA EXCAVATING & LANDSCAPI|MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 900.00000 3600.00| 1500.00000 6000.00| 500.00000 2000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2200.00000 2200.00| 1290.00000 1290.00| 1300.00000 1300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 5000.00000 5000.00| 3150.00000 3150.00| 3395.00000 3395.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 12618.00000 12618.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02070 12.000 m3 | 22.00000 264.00| 34.00000 408.00| 45.00000 540.00 BORROW | | | 0006 303-60012 24.100 Mg | 19.00000 457.90| 18.00000 433.80| 70.00000 1687.00 AGGREGATE, 2 | | | 0007 303-94433 54.100 m3 | 25.00000 1352.50| 55.00000 2975.50| 55.00000 2975.50 AGGREGATE, 12 | | | 0008 305-05204 62.300 Mg | 110.00000 6853.00| 140.00000 8722.00| 125.00000 7787.50 HMA FOR PATCHING | | | 0009 616-02320 71.000 m2 | 4.00000 284.00| 2.00000 142.00| 4.00000 284.00 GEOTEXTILES | | | 0010 621-06570 22.300 m3 | 50.00000 1115.00| 32.00000 713.60| 60.00000 1338.00 TOP SOIL | | | 0011 621-06574 84.100 m2 | 19.50000 1639.95| 12.00000 1009.20| 17.00000 1429.70 SODDING | | | 0012 714-03437 41.700 m2 | 216.00000 9007.20| 370.00000 15429.00| 325.00000 13552.50 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0013 714-94664 10.600 m | 1250.00000 13250.00| 1250.00000 13250.00| 1150.00000 12190.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 900 mm | | | 0014 801-04308 4.000 EACH| 130.00000 520.00| 123.00000 492.00| 120.00000 480.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0015 801-06605 8.000 EACH| 55.00000 440.00| 53.00000 424.00| 55.00000 440.00 BARRICADE, IIIA | | | 0016 801-06606 8.000 EACH| 61.00000 488.00| 57.00000 456.00| 60.00000 480.00 BARRICADE, IIIB | | | 0017 801-06625 14.000 EACH| 65.50000 917.00| 63.00000 882.00| 65.00000 910.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0018 801-06640 12.000 EACH| 60.00000 720.00| 58.00000 696.00| 60.00000 720.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 4750.00000 4750.00| 1000.00000 1000.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 501 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,999.98 ROUTE : SR 244 CALL ORDER : 501 CONTRACT ID : M -25343-A COUNTIES : FRANKLIN LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 |(5) 35-1917625 |(6) 35-1128289 |ALPHA EXCAVATING & LANDSCAPI|MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 804-06770 4.000 EACH| 20.00000 80.00| 27.00000 108.00| 25.00000 100.00 DELINEATOR POST | | | 0021 808-06713 24.000 m | 14.50000 348.00| 14.00000 336.00| 13.25000 318.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0022 808-06714 24.000 m | 14.50000 348.00| 14.00000 336.00| 13.25000 318.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 59,634.55| $ 63,253.10| $ 67,863.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 59,634.55| $ 63,253.10| $ 67,863.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 501 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,999.98 ROUTE : SR 244 CALL ORDER : 501 CONTRACT ID : M -25343-A COUNTIES : FRANKLIN LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1357381 |(8) 35-1817574 |(9) 35-1315965 |O'MARA, DAVE CONTRACTOR |YARDBERRY LANDSCAPE |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 900.00000 3600.00| 1800.00000 7200.00| 1053.96810 4215.87 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1200.00000 1200.00| 1380.00000 1380.00| 1260.00000 1260.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 3500.00000 3500.00| 3500.00000 3500.00| 1896.68470 1896.68 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 8900.00000 8900.00| 8000.00000 8000.00| 5365.18000 5365.18 PRESENT STRUCTURE, REMOVE | | | 0005 203-02070 12.000 m3 | 100.00000 1200.00| 75.00000 900.00| 34.35460 412.26 BORROW | | | 0006 303-60012 24.100 Mg | 18.00000 433.80| 40.00000 964.00| 71.30170 1718.37 AGGREGATE, 2 | | | 0007 303-94433 54.100 m3 | 36.00000 1947.60| 65.00000 3516.50| 43.51960 2354.41 AGGREGATE, 12 | | | 0008 305-05204 62.300 Mg | 100.00000 6230.00| 115.00000 7164.50| 174.80930 10890.62 HMA FOR PATCHING | | | 0009 616-02320 71.000 m2 | 0.70000 49.70| 5.00000 355.00| 7.93150 563.14 GEOTEXTILES | | | 0010 621-06570 22.300 m3 | 100.00000 2230.00| 60.00000 1338.00| 84.06450 1874.64 TOP SOIL | | | 0011 621-06574 84.100 m2 | 16.00000 1345.60| 12.00000 1009.20| 16.88400 1419.94 SODDING | | | 0012 714-03437 41.700 m2 | 440.00000 18348.00| 507.00000 21141.90| 586.44940 24454.94 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0013 714-94664 10.600 m | 1400.00000 14840.00| 1192.00000 12635.20| 1342.68510 14232.46 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 900 mm | | | 0014 801-04308 4.000 EACH| 125.00000 500.00| 132.00000 528.00| 120.75000 483.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0015 801-06605 8.000 EACH| 75.00000 600.00| 58.00000 464.00| 52.50000 420.00 BARRICADE, IIIA | | | 0016 801-06606 8.000 EACH| 75.00000 600.00| 63.00000 504.00| 57.75000 462.00 BARRICADE, IIIB | | | 0017 801-06625 14.000 EACH| 75.00000 1050.00| 69.00000 966.00| 62.73750 878.33 DETOUR ROUTE MARKER ASSEMBLY | | | 0018 801-06640 12.000 EACH| 75.00000 900.00| 63.00000 756.00| 57.75000 693.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 4000.00000 4000.00| 2500.00000 2500.00| 3016.29540 3016.30 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 501 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,999.98 ROUTE : SR 244 CALL ORDER : 501 CONTRACT ID : M -25343-A COUNTIES : FRANKLIN LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1357381 |(8) 35-1817574 |(9) 35-1315965 |O'MARA, DAVE CONTRACTOR |YARDBERRY LANDSCAPE |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 804-06770 4.000 EACH| 35.00000 140.00| 40.00000 160.00| 52.50000 210.00 DELINEATOR POST | | | 0021 808-06713 24.000 m | 15.00000 360.00| 15.00000 360.00| 13.91250 333.90 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0022 808-06714 24.000 m | 15.00000 360.00| 15.00000 360.00| 13.91250 333.90 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 72,334.70| $ 75,702.30| $ 77,488.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 72,334.70| $ 75,702.30| $ 77,488.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 501 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,999.98 ROUTE : SR 244 CALL ORDER : 501 CONTRACT ID : M -25343-A COUNTIES : FRANKLIN LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 1240.29000 4961.16| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1260.00000 1260.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 5456.50000 5456.50| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 2623.40000 2623.40| | PRESENT STRUCTURE, REMOVE | | | 0005 203-02070 12.000 m3 | 51.45000 617.40| | BORROW | | | 0006 303-60012 24.100 Mg | 35.55000 856.76| | AGGREGATE, 2 | | | 0007 303-94433 54.100 m3 | 49.41000 2673.08| | AGGREGATE, 12 | | | 0008 305-05204 62.300 Mg | 175.00000 10902.50| | HMA FOR PATCHING | | | 0009 616-02320 71.000 m2 | 2.71000 192.41| | GEOTEXTILES | | | 0010 621-06570 22.300 m3 | 35.82000 798.79| | TOP SOIL | | | 0011 621-06574 84.100 m2 | 16.88000 1419.61| | SODDING | | | 0012 714-03437 41.700 m2 | 532.40000 22201.08| | WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0013 714-94664 10.600 m | 1627.89000 17255.63| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 900 mm | | | 0014 801-04308 4.000 EACH| 120.75000 483.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0015 801-06605 8.000 EACH| 52.50000 420.00| | BARRICADE, IIIA | | | 0016 801-06606 8.000 EACH| 57.75000 462.00| | BARRICADE, IIIB | | | 0017 801-06625 14.000 EACH| 62.74000 878.36| | DETOUR ROUTE MARKER ASSEMBLY | | | 0018 801-06640 12.000 EACH| 57.75000 693.00| | CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 6271.43000 6271.43| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 501 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,999.98 ROUTE : SR 244 CALL ORDER : 501 CONTRACT ID : M -25343-A COUNTIES : FRANKLIN LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 804-06770 4.000 EACH| 36.75000 147.00| | DELINEATOR POST | | | 0021 808-06713 24.000 m | 13.91000 333.84| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0022 808-06714 24.000 m | 13.91000 333.84| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 81,240.79| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 81,240.79| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 511 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,132.69 ROUTE : 1, 27, 40, 44 CALL ORDER : 511 CONTRACT ID : M -25345-A COUNTIES : FAYETTE UNION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT WAYNE CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 385,376.25 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 452,068.10 117.3056% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR |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| 3500.00000 3500.00| 3200.00000 3200.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 17000.00000 17000.00| 22500.00000 22500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 67254.000 m2 | 0.30000 20176.20| 0.82000 55148.28| SURFACE MILLING, ASPHALT , 25 mm | | | 0004 305-05204 1490.000 Mg | 72.00000 107280.00| 92.15000 137303.50| HMA FOR PATCHING | | | 0005 402-05477 4842.000 Mg | 39.00000 188838.00| 41.00000 198522.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 16.900 Mg | 135.00000 2281.50| 190.00000 3211.00| ASPHALT FOR TACK COAT | | | 0007 801-06203 645.000 m | 0.65000 419.25| 4.00000 2580.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0008 801-06207 645.000 m | 3.00000 1935.00| 5.25000 3386.25| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0009 801-06640 51.000 EACH| 85.00000 4335.00| 50.50000 2575.50| CONSTRUCTION SIGN, A | | | 0010 801-06710 65.000 DAY | 20.00000 1300.00| 18.10000 1176.50| FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 20000.00000 20000.00| 12500.00000 12500.00| MAINTAINING TRAFFIC | | | 0012 805-78470 480.000 m | 0.85000 408.00| 1.55000 744.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0013 805-78795 120.000 m | 55.00000 6600.00| 18.55000 2226.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0014 808-06711 353.000 m | 0.45000 158.85| 0.26000 91.78| LINE, PAINT, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 511 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,132.69 ROUTE : 1, 27, 40, 44 CALL ORDER : 511 CONTRACT ID : M -25345-A COUNTIES : FAYETTE UNION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT WAYNE SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06712 375.000 m | 0.45000 168.75| 0.26000 97.50| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0016 808-06713 3027.000 m | 0.45000 1362.15| 0.24000 726.48| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0017 808-06714 8519.000 m | 0.45000 3833.55| 0.24000 2044.56| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0018 808-75297 150.000 m | 10.00000 1500.00| 9.40000 1410.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0019 808-75300 755.000 m | 4.00000 3020.00| 1.55000 1170.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0020 808-75320 11.000 EACH| 50.00000 550.00| 47.50000 522.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0021 808-75325 5.000 EACH| 70.00000 350.00| 61.00000 305.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0022 808-75996 3.000 EACH| 10.00000 30.00| 7.00000 21.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 3.000 EACH| 110.00000 330.00| 202.00000 606.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 385,376.25| $ 452,068.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 385,376.25| $ 452,068.10| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 521 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 891,231.35 ROUTE : VARIOUS CALL ORDER : 521 CONTRACT ID : M -25346-A COUNTIES : HANCOCK MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 637,001.97 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 693,400.00 108.8536% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 766,666.98 120.3555% 4 35-1151771 CALUMET ASPHALT PAVING CO $ 1,088,842.48 170.9323% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1917625 |E & B PAVING, 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 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 1800.00000 10800.00| 1900.00000 11400.00| 2408.95000 14453.70 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3500.00000 3500.00| 2400.00000 2400.00| 2555.53000 2555.53 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 31000.00000 31000.00| 31488.90000 31488.90| 38000.00000 38000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 21400.000 m2 | 1.10000 23540.00| 0.65000 13910.00| 1.17000 25038.00 SURFACE MILLING, ASPHALT , 38mm | | | 0005 202-60820 2635.000 m2 | 3.40000 8959.00| 2.20000 5797.00| 2.45000 6455.75 SURFACE MILLING, ASPHALT , MILL TO | | | CONCRETE | | | 0006 305-05204 4906.000 Mg | 75.00000 367950.00| 88.00000 431728.00| 94.95000 465824.70 HMA FOR PATCHING | | | 0007 401-05455 474.500 Mg | 31.00000 14709.50| 40.00000 18980.00| 45.18000 21437.91 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0008 401-05457 1970.100 Mg | 48.00000 94564.80| 47.00000 92594.70| 58.91000 116058.59 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0010 401-05465 78.600 Mg | 50.00000 3930.00| 47.00000 3694.20| 65.84000 5175.02 QC/QA HMA SURFACE 12.5 mm, SHOULDER | | | 0011 406-05520 6.700 Mg | 200.00000 1340.00| 200.00000 1340.00| 230.20000 1542.34 ASPHALT FOR TACK COAT | | | 0012 406-06466 960.000 m | 3.50000 3360.00| 4.00000 3840.00| 3.09000 2966.40 POLYMERIC ASPHALT JOINT TAPE | | | 0013 715-05203 960.000 m | 16.11000 15465.60| 17.00000 16320.00| 10.00000 9600.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0014 718-06526 115.200 Mg | 36.00000 4147.20| 44.00000 5068.80| 67.24000 7746.05 HMA FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 521 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 891,231.35 ROUTE : VARIOUS CALL ORDER : 521 CONTRACT ID : M -25346-A COUNTIES : HANCOCK MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1917625 |E & B PAVING, 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 718-06532 1.000 m | 300.00000 300.00| 105.00000 105.00| 3.56000 3.56 VIDEO INSPECTION FOR UNDERDRAINS | | | 0016 718-52610 60.800 m3 | 52.36000 3183.49| 55.00000 3344.00| 44.44000 2701.95 AGGREGATE FOR UNDERDRAINS | | | 0017 718-99153 1940.000 m2 | 1.45000 2813.00| 1.50000 2910.00| 1.78000 3453.20 GEOTEXTILES FOR UNDERDRAIN | | | 0018 801-06203 327.000 m | 4.00000 1308.00| 3.00000 981.00| 4.33000 1415.91 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0019 801-06207 327.000 m | 4.00000 1308.00| 3.00000 981.00| 4.52000 1478.04 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0020 801-06640 34.000 EACH| 75.00000 2550.00| 52.50000 1785.00| 55.56000 1889.04 CONSTRUCTION SIGN, A | | | 0021 801-06710 70.000 DAY | 17.50000 1225.00| 18.00000 1260.00| 18.89000 1322.30 FLASHING ARROW SIGN | | | 0022 801-06775 LUMP| 17600.00000 17600.00| 18000.00000 18000.00| 8699.00000 8699.00 MAINTAINING TRAFFIC | | | 0023 805-78470 960.000 m | 1.50000 1440.00| 1.60000 1536.00| 0.56000 537.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0024 805-78795 240.000 m | 18.50000 4440.00| 20.00000 4800.00| 32.78000 7867.20 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0025 808-06711 465.000 m | 0.22000 102.30| 0.23000 106.95| 0.24000 111.60 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0026 808-06713 2130.000 m | 0.19000 404.70| 0.20000 426.00| 0.21000 447.30 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06714 2862.000 m | 0.19000 543.78| 0.20000 572.40| 0.21000 601.02 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0028 808-75297 72.000 m | 9.50000 684.00| 10.00000 720.00| 10.56000 760.32 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0029 808-75320 3.000 EACH| 45.00000 135.00| 47.25000 141.75| 50.00000 150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0030 808-75325 2.000 EACH| 57.00000 114.00| 59.85000 119.70| 63.34000 126.68 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0031 808-75996 248.000 EACH| 7.00000 1736.00| 6.00000 1488.00| 3.64000 902.72 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0032 808-75998 248.000 EACH| 23.50000 5828.00| 24.70000 6125.60| 26.11000 6475.28 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 521 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 891,231.35 ROUTE : VARIOUS CALL ORDER : 521 CONTRACT ID : M -25346-A COUNTIES : HANCOCK MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1917625 |E & B PAVING, 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 401-05463 235.900 Mg | 34.00000 8020.60| 40.00000 9436.00| 46.08000 10870.27 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | SECTION TOTALS | $ 637,001.97| $ 693,400.00| $ 766,666.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 637,001.97| $ 693,400.00| $ 766,666.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 521 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 891,231.35 ROUTE : VARIOUS CALL ORDER : 521 CONTRACT ID : M -25346-A COUNTIES : HANCOCK MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 | | |CALUMET ASPHALT PAVING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 2600.00000 15600.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 21400.000 m2 | 1.17000 25038.00| | SURFACE MILLING, ASPHALT , 38mm | | | 0005 202-60820 2635.000 m2 | 5.00000 13175.00| | SURFACE MILLING, ASPHALT , MILL TO | | | CONCRETE | | | 0006 305-05204 4906.000 Mg | 140.00000 686840.00| | HMA FOR PATCHING | | | 0007 401-05455 474.500 Mg | 49.00000 23250.50| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0008 401-05457 1970.100 Mg | 58.00000 114265.80| | QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0010 401-05465 78.600 Mg | 85.00000 6681.00| | QC/QA HMA SURFACE 12.5 mm, SHOULDER | | | 0011 406-05520 6.700 Mg | 150.00000 1005.00| | ASPHALT FOR TACK COAT | | | 0012 406-06466 960.000 m | 3.70000 3552.00| | POLYMERIC ASPHALT JOINT TAPE | | | 0013 715-05203 960.000 m | 17.24000 16550.40| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0014 718-06526 115.200 Mg | 79.32000 9137.66| | HMA FOR UNDERDRAINS | | | 0015 718-06532 1.000 m | 6.53000 6.53| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0016 718-52610 60.800 m3 | 52.24000 3176.19| | AGGREGATE FOR UNDERDRAINS | | | 0017 718-99153 1940.000 m2 | 2.09000 4054.60| | GEOTEXTILES FOR UNDERDRAIN | | | 0018 801-06203 327.000 m | 2.81000 918.87| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0019 801-06207 327.000 m | 9.14000 2988.78| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0020 801-06640 34.000 EACH| 97.95000 3330.30| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 521 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 891,231.35 ROUTE : VARIOUS CALL ORDER : 521 CONTRACT ID : M -25346-A COUNTIES : HANCOCK MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 | | |CALUMET ASPHALT PAVING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06710 70.000 DAY | 20.90000 1463.00| | FLASHING ARROW SIGN | | | 0022 801-06775 LUMP| 68500.00000 68500.00| | MAINTAINING TRAFFIC | | | 0023 805-78470 960.000 m | 0.65000 624.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0024 805-78795 240.000 m | 38.53000 9247.20| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0025 808-06711 465.000 m | 0.55000 255.75| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0026 808-06713 2130.000 m | 0.55000 1171.50| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06714 2862.000 m | 0.55000 1574.10| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0028 808-75297 72.000 m | 15.67000 1128.24| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0029 808-75320 3.000 EACH| 84.89000 254.67| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0030 808-75325 2.000 EACH| 111.01000 222.02| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0031 808-75996 248.000 EACH| 6.46000 1602.08| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0032 808-75998 248.000 EACH| 28.73000 7125.04| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0033 401-05463 235.900 Mg | 55.55000 13104.25| | QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | SECTION TOTALS | $ 1,088,842.48| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,088,842.48| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 531 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 165,246.54 ROUTE : SR 227 CALL ORDER : 531 CONTRACT ID : M -25365-A COUNTIES : RANDOLPH LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 CALENDAR DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 92,253.45 100.0000% 2 35-1058755 BAKER & SCHULTZ, INC. $ 114,424.50 124.0327% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 117,499.29 127.3657% 4 35-1315965 FOX CONTRACTORS $ 124,565.76 135.0255% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 130,864.75 141.8535% 6 35-1817530 PIONEER ASSOCIATES, INC. CONDITIONAL BID $ 130,901.41 141.8932% 7 35-1991044 JOHNSON COMPANY, INC. $ 138,044.10 149.6357% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1058755 |(3) 35-0999231 |ERBER & MILLIGAN CONSTR. CO.|BAKER & SCHULTZ, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 800.00000 3200.00| 800.00000 3200.00| 1240.29000 4961.16 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2400.00000 2400.00| 2420.00000 2420.00| 2310.00000 2310.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 5250.00000 5250.00| 4700.00000 4700.00| 7265.67000 7265.67 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02286 2.000 EACH| 5750.00000 11500.00| 14100.00000 28200.00| 2623.40000 5246.80 PRESENT STRUCTURE, REMOVE | | | 0005 303-60012 111.800 Mg | 17.50000 1956.50| 22.00000 2459.60| 30.71000 3433.38 AGGREGATE, 2 | | | 0006 303-94433 104.900 m3 | 24.00000 2517.60| 29.00000 3042.10| 32.47000 3406.10 AGGREGATE, 12 | | | 0007 305-05204 23.500 Mg | 200.00000 4700.00| 195.00000 4582.50| 183.75000 4318.13 HMA FOR PATCHING | | | 0008 616-02320 317.300 m2 | 3.00000 951.90| 2.75000 872.58| 2.71000 859.88 GEOTEXTILES | | | 0009 616-06405 138.500 Mg | 22.50000 3116.25| 16.60000 2299.10| 69.38000 9609.13 RIPRAP, REVETMENT | | | 0010 621-06570 78.700 m3 | 20.00000 1574.00| 25.00000 1967.50| 44.29000 3485.62 TOP SOIL | | | 0011 621-06574 372.000 m2 | 5.75000 2139.00| 9.00000 3348.00| 8.61000 3202.92 SODDING | | | 0012 714-03437 39.500 m2 | 340.00000 13430.00| 454.00000 17933.00| 589.27000 23276.17 WINGWALL, PRECAST, REINFORCED CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 531 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 165,246.54 ROUTE : SR 227 CALL ORDER : 531 CONTRACT ID : M -25365-A COUNTIES : RANDOLPH LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1058755 |(3) 35-0999231 |ERBER & MILLIGAN CONSTR. CO.|BAKER & SCHULTZ, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 714-04854 10.800 m | 1280.00000 13824.00| 1410.00000 15228.00| 1390.41000 15016.43 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm X 900 mm | | | 0014 714-06279 11.500 m | 1440.00000 16560.00| 1530.00000 17595.00| 1519.88000 17478.62 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm X 900 mm | | | 0015 801-04308 2.000 EACH| 150.00000 300.00| 110.00000 220.00| 105.00000 210.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0016 801-06605 16.000 EACH| 85.00000 1360.00| 72.00000 1152.00| 105.00000 1680.00 BARRICADE, IIIA | | | 0017 801-06606 16.000 EACH| 85.00000 1360.00| 82.00000 1312.00| 105.00000 1680.00 BARRICADE, IIIB | | | 0018 801-06625 19.000 EACH| 100.00000 1900.00| 100.00000 1900.00| 52.50000 997.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0019 801-06640 17.000 EACH| 75.00000 1275.00| 60.00000 1020.00| 63.00000 1071.00 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 2400.00000 2400.00| 400.00000 400.00| 7393.22000 7393.22 MAINTAINING TRAFFIC | | | 0021 804-06770 8.000 EACH| 25.00000 200.00| 25.00000 200.00| 31.50000 252.00 DELINEATOR POST | | | 0022 808-06712 6.000 m | 16.00000 96.00| 17.60000 105.60| 16.30000 97.80 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0023 808-06713 15.200 m | 16.00000 243.20| 17.60000 267.52| 16.30000 247.76 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 92,253.45| $ 114,424.50| $ 117,499.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 92,253.45| $ 114,424.50| $ 117,499.29 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 531 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 165,246.54 ROUTE : SR 227 CALL ORDER : 531 CONTRACT ID : M -25365-A COUNTIES : RANDOLPH LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1128289 |(6) 35-1817530 |FOX CONTRACTORS |BEATY CONSTRUCTION, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 1122.04470 4488.18| 500.00000 2000.00| 2200.00000 8800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2310.00000 2310.00| 2450.00000 2450.00| 2600.00000 2600.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 1893.68190 1893.68| 6543.25000 6543.25| 8920.00000 8920.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02286 2.000 EACH| 8801.68900 17603.38| 13340.50000 26681.00| 6500.00000 13000.00 PRESENT STRUCTURE, REMOVE | | | 0005 303-60012 111.800 Mg | 52.04940 5819.12| 54.50000 6093.10| 21.85000 2442.83 AGGREGATE, 2 | | | 0006 303-94433 104.900 m3 | 44.26040 4642.92| 60.00000 6294.00| 44.15000 4631.34 AGGREGATE, 12 | | | 0007 305-05204 23.500 Mg | 232.90000 5473.16| 185.00000 4347.50| 210.00000 4935.00 HMA FOR PATCHING | | | 0008 616-02320 317.300 m2 | 4.10680 1303.09| 4.00000 1269.20| 3.10000 983.63 GEOTEXTILES | | | 0009 616-06405 138.500 Mg | 39.10340 5415.82| 25.00000 3462.50| 22.15000 3067.78 RIPRAP, REVETMENT | | | 0010 621-06570 78.700 m3 | 74.93920 5897.72| 60.00000 4722.00| 57.50000 4525.25 TOP SOIL | | | 0011 621-06574 372.000 m2 | 8.61000 3202.92| 9.00000 3348.00| 9.70000 3608.40 SODDING | | | 0012 714-03437 39.500 m2 | 531.15850 20980.76| 600.00000 23700.00| 607.00000 23976.50 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0013 714-04854 10.800 m | 1619.29070 17488.34| 1400.00000 15120.00| 1520.00000 16416.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm X 900 mm | | | 0014 714-06279 11.500 m | 1645.19480 18919.74| 1450.00000 16675.00| 1980.00000 22770.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm X 900 mm | | | 0015 801-04308 2.000 EACH| 105.00000 210.00| 110.00000 220.00| 118.00000 236.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0016 801-06605 16.000 EACH| 68.25000 1092.00| 70.00000 1120.00| 76.70000 1227.20 BARRICADE, IIIA | | | 0017 801-06606 16.000 EACH| 78.75000 1260.00| 85.00000 1360.00| 88.50000 1416.00 BARRICADE, IIIB | | | 0018 801-06625 19.000 EACH| 94.50000 1795.50| 100.00000 1900.00| 106.20000 2017.80 DETOUR ROUTE MARKER ASSEMBLY | | | 0019 801-06640 17.000 EACH| 57.75000 981.75| 60.00000 1020.00| 65.00000 1105.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 531 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 165,246.54 ROUTE : SR 227 CALL ORDER : 531 CONTRACT ID : M -25365-A COUNTIES : RANDOLPH LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-1128289 |(6) 35-1817530 |FOX CONTRACTORS |BEATY CONSTRUCTION, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06775 LUMP| 3011.52000 3011.52| 2000.00000 2000.00| 3350.00000 3350.00 MAINTAINING TRAFFIC | | | 0021 804-06770 8.000 EACH| 52.50000 420.00| 25.00000 200.00| 59.00000 472.00 DELINEATOR POST | | | 0022 808-06712 6.000 m | 16.80000 100.80| 16.00000 96.00| 18.90000 113.40 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0023 808-06713 15.200 m | 16.80000 255.36| 16.00000 243.20| 18.90000 287.28 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 124,565.76| $ 130,864.75| $ 130,901.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 124,565.76| $ 130,864.75| $ 130,901.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 531 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 165,246.54 ROUTE : SR 227 CALL ORDER : 531 CONTRACT ID : M -25365-A COUNTIES : RANDOLPH LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 | | |JOHNSON COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 1000.00000 4000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6200.00000 6200.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02286 2.000 EACH| 15000.00000 30000.00| | PRESENT STRUCTURE, REMOVE | | | 0005 303-60012 111.800 Mg | 30.00000 3354.00| | AGGREGATE, 2 | | | 0006 303-94433 104.900 m3 | 35.00000 3671.50| | AGGREGATE, 12 | | | 0007 305-05204 23.500 Mg | 100.00000 2350.00| | HMA FOR PATCHING | | | 0008 616-02320 317.300 m2 | 4.00000 1269.20| | GEOTEXTILES | | | 0009 616-06405 138.500 Mg | 17.00000 2354.50| | RIPRAP, REVETMENT | | | 0010 621-06570 78.700 m3 | 55.00000 4328.50| | TOP SOIL | | | 0011 621-06574 372.000 m2 | 9.20000 3422.40| | SODDING | | | 0012 714-03437 39.500 m2 | 500.00000 19750.00| | WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0013 714-04854 10.800 m | 1800.00000 19440.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm X 900 mm | | | 0014 714-06279 11.500 m | 1956.00000 22494.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm X 900 mm | | | 0015 801-04308 2.000 EACH| 251.00000 502.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0016 801-06605 16.000 EACH| 95.00000 1520.00| | BARRICADE, IIIA | | | 0017 801-06606 16.000 EACH| 110.00000 1760.00| | BARRICADE, IIIB | | | 0018 801-06625 19.000 EACH| 78.00000 1482.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0019 801-06640 17.000 EACH| 94.00000 1598.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 531 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 165,246.54 ROUTE : SR 227 CALL ORDER : 531 CONTRACT ID : M -25365-A COUNTIES : RANDOLPH LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 | | |JOHNSON COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0021 804-06770 8.000 EACH| 25.00000 200.00| | DELINEATOR POST | | | 0022 808-06712 6.000 m | 40.00000 240.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0023 808-06713 15.200 m | 40.00000 608.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 138,044.10| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 138,044.10| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 541 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 70 CALL ORDER : 541 CONTRACT ID : M -25464-A COUNTIES : PUTNAM LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/27/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 831,775.85 100.0000% 2 35-1878024 RAGLE, INC. $ 970,693.79 116.7013% 3 35-1315965 FOX CONTRACTORS $ 1,249,453.07 150.2151% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 180,934.94 ROUTE : 120,20, 9, 3 CALL ORDER : 551 CONTRACT ID : M -25569-A COUNTIES : ALLEN ELKHART LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT LAGRANGE OTHERS CONTRACT TIME : 10/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A N/A OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1492793 API CONSTRUCTION $ 184,014.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 211,825.25 115.1136% ==================================================================================================================================== |(1) 62-1492793 |(2) 35-1065659 | |API CONSTRUCTION |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PASSING BLISTERS AND TURN LANES | | | 0001 105-06845 LUMP| 2915.00000 2915.00| 5800.00000 5800.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 12900.00000 12900.00| 10590.00000 10590.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02260 1.000 EACH| 600.00000 600.00| 1100.00000 1100.00| TREE, 760 mm, REMOVE | | | 0004 202-02271 2.000 EACH| 100.00000 200.00| 350.00000 700.00| HEADWALL, REMOVE | | | 0005 202-60820 150.000 m2 | 10.00000 1500.00| 11.00000 1650.00| SURFACE MILLING, ASPHALT | | | 0006 203-02080 1.014 km | 30000.00000 30420.00| 43368.00000 43975.15| LINEAR GRADING | | | 0007 303-52308 1360.000 Mg | 12.00000 16320.00| 14.00000 19040.00| COMPACTED AGGREGATE, O, 53 | | | 0008 305-05206 2455.000 Mg | 35.00000 85925.00| 41.60000 102128.00| WIDENING WITH HMA | | | 0009 406-05521 0.932 m2 | 250.00000 233.00| 575.00000 535.90| ASPHALT FOR TACK COAT | | | 0010 610-05527 15.000 Mg | 61.00000 915.00| 80.00000 1200.00| HMA FOR APPROACHES | | | 0011 621-01004 4.000 EACH| 250.00000 1000.00| 700.00000 2800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0012 621-06559 2245.000 m2 | 0.80000 1796.00| 1.10000 2469.50| MULCHED SEEDING, R | | | 0013 715-06720 2.000 m | 125.00000 250.00| 400.00000 800.00| PIPE EXTENSION, CIRCULAR, 375 mm NON- | | | REINFORCED CONC. CLASS 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 551 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 180,934.94 ROUTE : 120,20, 9, 3 CALL ORDER : 551 CONTRACT ID : M -25569-A COUNTIES : ALLEN ELKHART LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT LAGRANGE OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 62-1492793 |(2) 35-1065659 | |API CONSTRUCTION |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 715-06720 3.000 m | 125.00000 375.00| 400.00000 1200.00| PIPE EXTENSION, CIRCULAR, 375 mm | | | NON-REINFORCED CONC. CLASS 3 | | | 0015 715-46005 2.000 EACH| 125.00000 250.00| 400.00000 800.00| PIPE END SECTION, 375 mm | | | 0016 801-06640 53.000 EACH| 100.00000 5300.00| 32.00000 1696.00| CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 14900.00000 14900.00| 10500.00000 10500.00| MAINTAINING TRAFFIC | | | 0018 802-91122 4.000 EACH| 100.00000 400.00| 345.00000 1380.00| SIGN, GROUND MOUNTED, RESET | | | 0019 804-04435 1.000 EACH| 25.00000 25.00| 100.00000 100.00| DELINEATOR POST, REMOVE | | | 0020 804-06771 20.000 EACH| 25.00000 500.00| 19.55000 391.00| DELINEATOR POST, FLEXIBLE | | | 0021 808-06703 780.000 m | 3.00000 2340.00| 1.32000 1029.60| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0022 808-06713 260.000 m | 2.00000 520.00| 0.48000 124.80| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0023 808-06716 680.000 m | 3.00000 2040.00| 0.84000 571.20| LINE, REMOVE | | | 0024 808-75245 255.000 m | 3.00000 765.00| 1.32000 336.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0025 808-75998 4.000 EACH| 65.00000 260.00| 36.30000 145.20| SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | TYPE 1 | | | 0026 808-75998 7.000 EACH| 65.00000 455.00| 36.30000 254.10| SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | TYPE1 | | | 0027 808-75998 14.000 EACH| 65.00000 910.00| 36.30000 508.20| SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | TYPE 1 | | | SECTION TOTALS | $ 184,014.00| $ 211,825.25| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 184,014.00| $ 211,825.25| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 561 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 98,752.80 ROUTE : SR 19 CALL ORDER : 561 CONTRACT ID : M -25636-A COUNTIES : TIPTON LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 67,294.55 100.0000% 2 35-0524595 MOHR CONSTRUCTION CO $ 81,531.02 121.1554% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 81,766.20 121.5049% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0524595 |(3) 35-0918397 |E & B PAVING, INC. |MOHR CONSTRUCTION CO |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| 950.00000 950.00| 1425.00000 1425.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 3400.00000 3400.00| 3900.00000 3900.00| 4000.00000 4000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 8200.000 SYS | 0.55000 4510.00| 1.90000 15580.00| 1.90000 15580.00 SURFACE MILLING, ASPHALT | | | 0004 305-05204 295.000 TON | 82.00000 24190.00| 90.00000 26550.00| 95.00000 28025.00 HMA FOR PATCHING | | | 0005 402-05479 677.000 TON | 40.00000 27080.00| 40.00000 27080.00| 40.00000 27080.00 HMA SURFACE 12.5 mm, MAINLINE | | | 0006 406-05520 1.900 TON | 150.00000 285.00| 825.00000 1567.50| 165.00000 313.50 ASPHALT FOR TACK COAT | | | 0007 801-06203 203.000 LFT | 2.75000 558.25| 1.25000 253.75| 1.70000 345.10 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0008 801-06207 203.000 LFT | 0.90000 182.70| 3.00000 609.00| 1.70000 345.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0009 801-06640 6.000 EACH| 73.00000 438.00| 56.25000 337.50| 55.00000 330.00 CONSTRUCTION SIGN, A | | | 0010 801-06710 15.000 DAY | 20.00000 300.00| 15.00000 225.00| 18.50000 277.50 FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 3600.00000 3600.00| 3150.00000 3150.00| 3600.00000 3600.00 MAINTAINING TRAFFIC | | | 0012 808-06712 206.000 LFT | 0.60000 123.60| 0.25000 51.50| 0.25000 51.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0013 808-06713 75.000 LFT | 0.60000 45.00| 0.23000 17.25| 0.25000 18.75 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0014 808-06714 1135.000 LFT | 0.60000 681.00| 0.23000 261.05| 0.25000 283.75 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 561 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 98,752.80 ROUTE : SR 19 CALL ORDER : 561 CONTRACT ID : M -25636-A COUNTIES : TIPTON LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0524595 |(3) 35-0918397 |E & B PAVING, INC. |MOHR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75297 60.000 LFT | 4.85000 291.00| 3.26000 195.60| 3.25000 195.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0016 808-75300 312.000 LFT | 1.25000 390.00| 0.51000 159.12| 0.50000 156.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0017 808-75320 3.000 EACH| 90.00000 270.00| 56.25000 168.75| 55.00000 165.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | SECTION TOTALS | $ 67,294.55| $ 81,531.02| $ 81,766.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 67,294.55| $ 81,531.02| $ 81,766.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 571 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SPECIAL PARK ROAD CALL ORDER : 571 CONTRACT ID : M -25660-A COUNTIES : PARKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 126,257.22 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 133,333.00 105.6042% 3 35-1111003 WHITE CONSTRUCTION, INC. $ 134,739.80 106.7184% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,828.28 ROUTE : SR 14 CALL ORDER : 581 CONTRACT ID : M -25689-A COUNTIES : PULASKI LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 282,329.73 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 345,671.55 122.4354% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 358,471.64 126.9691% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |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 WEDGE AND LEVEL | | | 0001 110-01001 LUMP| 14000.00000 14000.00| 17000.00000 17000.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 1000.000 m2 | 4.00000 4000.00| 5.00000 5000.00| 7.00000 7000.00 SURFACE MILLING, ASPHALT | | | 0003 303-04095 525.000 Mg | 15.00000 7875.00| 17.00000 8925.00| 25.00000 13125.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0004 402-05495 7800.000 Mg | 30.00000 234000.00| 38.00000 296400.00| 38.80000 302640.00 HMA WEDGE AND LEVEL | | | 0005 406-05520 21.000 Mg | 100.00000 2100.00| 210.00000 4410.00| 320.00000 6720.00 ASPHALT FOR TACK COAT | | | 0006 610-05527 80.000 Mg | 50.00000 4000.00| 70.00000 5600.00| 100.00000 8000.00 HMA FOR APPROACHES | | | 0007 801-06207 97.000 m | 4.57000 443.29| 8.00000 776.00| 25.00000 2425.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0008 801-06640 15.000 EACH| 75.00000 1125.00| 60.00000 900.00| 63.00000 945.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 11000.00000 11000.00| 2250.00000 2250.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | 0010 808-04298 2.000 EACH| 350.00000 700.00| 355.00000 710.00| 367.50000 735.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0011 808-06712 5009.000 m | 0.16000 801.44| 0.20000 1001.80| 0.21000 1051.89 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0012 808-06713 9600.000 m | 0.16000 1536.00| 0.20000 1920.00| 0.21000 2016.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0013 808-06714 2900.000 m | 0.16000 464.00| 0.20000 580.00| 0.21000 609.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 581 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,828.28 ROUTE : SR 14 CALL ORDER : 581 CONTRACT ID : M -25689-A COUNTIES : PULASKI LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-75297 15.000 m | 19.00000 285.00| 13.25000 198.75| 13.65000 204.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | SECTION TOTALS | $ 282,329.73| $ 345,671.55| $ 358,471.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 282,329.73| $ 345,671.55| $ 358,471.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 591 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 449,285.41 ROUTE : 256 CALL ORDER : 591 CONTRACT ID : M -25691-A COUNTIES : SCOTT LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 306,706.31 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 336,965.56 109.8658% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 362,000.00 118.0282% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 422,938.25 137.8968% 5 35-1598410 SEDAM CONTRACTING $ 460,450.92 150.1276% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1357381 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 6.000 MOS | 750.00000 4500.00| 800.00000 4800.00| 2000.00000 12000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 5300.00000 5300.00| 2500.00000 2500.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 16800.00000 16800.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 630.930 SYS | 5.00000 3154.65| 6.00000 3785.58| 20.00000 12618.60 PAVEMENT, REMOVE | | | 0005 202-02273 150.000 SYS | 7.00000 1050.00| 20.00000 3000.00| 20.00000 3000.00 CENTER CURB, CONCRETE, REMOVE | | | 0006 202-96133 59.000 LFT | 1.89000 111.51| 15.00000 885.00| 10.00000 590.00 PIPE, REMOVE | | | 0007 203-02000 538.700 CYS | 30.00000 16161.00| 9.00000 4848.30| 30.00000 16161.00 EXCAVATION, COMMON | | | 0008 205-02229 24.000 LFT | 19.01000 456.24| 17.00000 408.00| 5.00000 120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 1.000 EACH| 98.95000 98.95| 60.00000 60.00| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 205-02236 1.000 EACH| 93.75000 93.75| 65.00000 65.00| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 303-52308 170.690 TON | 21.69000 3702.27| 24.00000 4096.56| 20.00000 3413.80 COMPACTED AGGREGATE, O, 53 | | | 0012 304-06464 896.220 CYS | 12.00000 10754.64| 12.50000 11202.75| 10.00000 8962.20 SUBBASE FOR PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 591 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 449,285.41 ROUTE : 256 CALL ORDER : 591 CONTRACT ID : M -25691-A COUNTIES : SCOTT LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1357381 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 305-05206 6.800 TON | 97.61000 663.75| 175.00000 1190.00| 90.00000 612.00 WIDENING WITH HMA | | | 0014 402-05468 220.000 TON | 33.89000 7455.80| 41.00000 9020.00| 31.25000 6875.00 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 1460.400 TON | 27.66000 40394.66| 29.00000 42351.60| 25.50000 37240.20 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 916.000 TON | 37.42000 34276.72| 39.00000 35724.00| 34.50000 31602.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 406-05520 3.610 TON | 182.29000 658.07| 250.00000 902.50| 175.00000 631.75 ASPHALT FOR TACK COAT | | | 0018 502-06329 896.220 SYS | 48.00000 43018.56| 54.00000 48395.88| 55.00000 49292.10 PCCP, 12 IN. | | | 0019 503-05240 430.000 LFT | 6.21000 2670.30| 10.00000 4300.00| 7.50000 3225.00 D-1 CONTRACTION JOINT | | | 0020 506-06333 1148.000 SYS | 74.00000 84952.00| 93.00000 106764.00| 80.00000 91840.00 PCCP PATCHING, FULL DEPTH | | | 0021 605-06120 4.000 LFT | 20.00000 80.00| 79.00000 316.00| 30.00000 120.00 CURB, CONCRETE | | | 0022 621-01004 1.000 EACH| 677.06000 677.06| 500.00000 500.00| 525.00000 525.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06559 690.930 SYS | 2.24000 1547.68| 1.00000 690.93| 0.61000 421.47 MULCHED SEEDING, R | | | 0024 621-06567 116.200 MG | 1.04000 120.85| 10.00000 1162.00| 10.50000 1220.10 WATER | | | 0025 702-90915 26.420 CYS | 60.00000 1585.20| 88.00000 2324.96| 300.00000 7926.00 CONCRETE, A | | | 0026 703-06028 240.000 LBS | 0.45000 108.00| 0.50000 120.00| 1.05000 252.00 REINFORCING BARS | | | 0027 715-41050 80.000 LFT | 17.35000 1388.00| 32.00000 2560.00| 60.00000 4800.00 PIPE, REINFORCED CONCRETE, III, 15 IN. | | | 0028 715-46000 2.000 EACH| 201.72000 403.44| 175.00000 350.00| 500.00000 1000.00 PIPE END SECTION, 12 IN. | | | 0029 715-46005 1.000 EACH| 235.77000 235.77| 250.00000 250.00| 600.00000 600.00 PIPE END SECTION, 15 IN. | | | 0030 720-45075 1.000 EACH| 1044.46000 1044.46| 1500.00000 1500.00| 2500.00000 2500.00 INLET, R13 | | | 0031 801-06203 5200.000 LFT | 0.16000 832.00| 1.00000 5200.00| 0.16000 832.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06640 8.000 EACH| 181.24000 1449.92| 75.00000 600.00| 80.00000 640.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 591 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 449,285.41 ROUTE : 256 CALL ORDER : 591 CONTRACT ID : M -25691-A COUNTIES : SCOTT LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1357381 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 801-06775 LUMP| 21005.11000 21005.11| 15000.00000 15000.00| 37962.53000 37962.53 MAINTAINING TRAFFIC | | | 0034 802-76045 15.250 SFT | 20.83000 317.66| 50.00000 762.50| 21.00000 320.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0035 802-76055 12.000 LFT | 5.21000 62.52| 40.00000 480.00| 5.25000 63.00 SIGN POST, A | | | 0036 808-06713 60.000 LFT | 2.55000 153.00| 10.00000 600.00| 2.70000 162.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0037 808-06714 224.000 LFT | 2.55000 571.20| 10.00000 2240.00| 2.70000 604.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0038 808-06726 86.000 LFT | 2.55000 219.30| 10.00000 860.00| 2.70000 232.20 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0039 808-75320 2.000 EACH| 130.20000 260.40| 100.00000 200.00| 130.00000 260.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0040 808-75325 1.000 EACH| 171.87000 171.87| 150.00000 150.00| 175.00000 175.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 306,706.31| $ 336,965.56| $ 362,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 306,706.31| $ 336,965.56| $ 362,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 591 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 449,285.41 ROUTE : 256 CALL ORDER : 591 CONTRACT ID : M -25691-A COUNTIES : SCOTT LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1598410 | |AMERICAN CONTRACTING & SERVI|SEDAM CONTRACTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06790 6.000 MOS | 1200.00000 7200.00| 1300.00000 7800.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 9000.00000 9000.00| 7500.00000 7500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21000.00000 21000.00| 26000.00000 26000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 630.930 SYS | 20.00000 12618.60| 5.50000 3470.12| PAVEMENT, REMOVE | | | 0005 202-02273 150.000 SYS | 40.00000 6000.00| 20.00000 3000.00| CENTER CURB, CONCRETE, REMOVE | | | 0006 202-96133 59.000 LFT | 30.00000 1770.00| 27.00000 1593.00| PIPE, REMOVE | | | 0007 203-02000 538.700 CYS | 25.00000 13467.50| 13.00000 7003.10| EXCAVATION, COMMON | | | 0008 205-02229 24.000 LFT | 19.00000 456.00| 20.00000 480.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 1.000 EACH| 100.00000 100.00| 110.00000 110.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 205-02236 1.000 EACH| 95.00000 95.00| 105.00000 105.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 303-52308 170.690 TON | 21.00000 3584.49| 20.00000 3413.80| COMPACTED AGGREGATE, O, 53 | | | 0012 304-06464 896.220 CYS | 21.00000 18820.62| 20.00000 17924.40| SUBBASE FOR PCCP | | | 0013 305-05206 6.800 TON | 150.00000 1020.00| 100.00000 680.00| WIDENING WITH HMA | | | 0014 402-05468 220.000 TON | 32.00000 7040.00| 50.00000 11000.00| HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 1460.400 TON | 26.00000 37970.40| 35.00000 51114.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 916.000 TON | 35.00000 32060.00| 44.00000 40304.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0017 406-05520 3.610 TON | 200.00000 722.00| 450.00000 1624.50| ASPHALT FOR TACK COAT | | | 0018 502-06329 896.220 SYS | 80.00000 71697.60| 60.00000 53773.20| PCCP, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 591 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 449,285.41 ROUTE : 256 CALL ORDER : 591 CONTRACT ID : M -25691-A COUNTIES : SCOTT LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1598410 | |AMERICAN CONTRACTING & SERVI|SEDAM CONTRACTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 503-05240 430.000 LFT | 15.00000 6450.00| 15.00000 6450.00| D-1 CONTRACTION JOINT | | | 0020 506-06333 1148.000 SYS | 100.00000 114800.00| 145.00000 166460.00| PCCP PATCHING, FULL DEPTH | | | 0021 605-06120 4.000 LFT | 175.00000 700.00| 200.00000 800.00| CURB, CONCRETE | | | 0022 621-01004 1.000 EACH| 675.00000 675.00| 725.00000 725.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06559 690.930 SYS | 2.25000 1554.59| 2.40000 1658.23| MULCHED SEEDING, R | | | 0024 621-06567 116.200 MG | 1.00000 116.20| 1.10000 127.82| WATER | | | 0025 702-90915 26.420 CYS | 350.00000 9247.00| 400.00000 10568.00| CONCRETE, A | | | 0026 703-06028 240.000 LBS | 2.50000 600.00| 10.00000 2400.00| REINFORCING BARS | | | 0027 715-41050 80.000 LFT | 75.00000 6000.00| 50.00000 4000.00| PIPE, REINFORCED CONCRETE, III, 15 IN. | | | 0028 715-46000 2.000 EACH| 400.00000 800.00| 250.00000 500.00| PIPE END SECTION, 12 IN. | | | 0029 715-46005 1.000 EACH| 425.00000 425.00| 300.00000 300.00| PIPE END SECTION, 15 IN. | | | 0030 720-45075 1.000 EACH| 3000.00000 3000.00| 1200.00000 1200.00| INLET, R13 | | | 0031 801-06203 5200.000 LFT | 0.25000 1300.00| 0.25000 1300.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06640 8.000 EACH| 100.00000 800.00| 90.00000 720.00| CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP| 30000.00000 30000.00| 24000.00000 24000.00| MAINTAINING TRAFFIC | | | 0034 802-76045 15.250 SFT | 21.00000 320.25| 23.00000 350.75| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0035 802-76055 12.000 LFT | 5.50000 66.00| 25.00000 300.00| SIGN POST, A | | | 0036 808-06713 60.000 LFT | 2.60000 156.00| 3.00000 180.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0037 808-06714 224.000 LFT | 2.60000 582.40| 3.00000 672.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0038 808-06726 86.000 LFT | 2.60000 223.60| 4.00000 344.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 591 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 449,285.41 ROUTE : 256 CALL ORDER : 591 CONTRACT ID : M -25691-A COUNTIES : SCOTT LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1598410 | |AMERICAN CONTRACTING & SERVI|SEDAM CONTRACTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 808-75320 2.000 EACH| 150.00000 300.00| 150.00000 300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0040 808-75325 1.000 EACH| 200.00000 200.00| 200.00000 200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 422,938.25| $ 460,450.92| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 422,938.25| $ 460,450.92| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 601 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 77,781.22 ROUTE : CALL ORDER : 601 CONTRACT ID : M -25694-A COUNTIES : FOUNTAIN MONTGOMERY LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 77,490.00 100.0000% 2 35-1111003 WHITE CONSTRUCTION, INC. $ 82,900.00 106.9815% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 84,907.50 109.5722% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1111003 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |WHITE CONSTRUCTION, 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 110-01001 LUMP| 6300.00000 6300.00| 4000.00000 4000.00| 6500.00000 6500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 303-04075 15.000 Mg | 39.00000 585.00| 125.00000 1875.00| 63.00000 945.00 COMPACTED AGGREGATE, O, 73 | | | 0003 303-52308 50.000 Mg | 13.00000 650.00| 56.00000 2800.00| 35.00000 1750.00 COMPACTED AGGREGATE, O, 53 | | | 0004 305-05204 50.000 Mg | 120.00000 6000.00| 115.00000 5750.00| 91.00000 4550.00 HMA FOR PATCHING | | | 0005 402-05495 1250.000 Mg | 50.00000 62500.00| 52.50000 65625.00| 55.55000 69437.50 HMA WEDGE AND LEVEL | | | 0006 405-05517 2.800 Mg | 250.00000 700.00| 600.00000 1680.00| 275.00000 770.00 ASPHALT FOR PRIME COAT | | | 0007 406-05520 1.900 Mg | 200.00000 380.00| 300.00000 570.00| 250.00000 475.00 ASPHALT FOR TACK COAT | | | 0008 801-06640 3.000 EACH| 125.00000 375.00| 200.00000 600.00| 160.00000 480.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 77,490.00| $ 82,900.00| $ 84,907.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 77,490.00| $ 82,900.00| $ 84,907.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 611 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 99,999.98 ROUTE : US 35 CALL ORDER : 611 CONTRACT ID : M -25700-A COUNTIES : HOWARD LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 80,324.02 100.0000% 2 35-2064912 B & P CONSTRUCTION $ 86,276.07 107.4100% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 95,061.39 118.3474% 4 35-1325036 DEICHMAN EXCAVATING CO $ 98,500.00 122.6283% 5 35-1315965 FOX CONTRACTORS $ 102,792.76 127.9726% 6 35-1817574 YARDBERRY LANDSCAPE $ 108,460.76 135.0290% 7 35-1817530 PIONEER ASSOCIATES, INC. $ 108,837.52 135.4980% 8 35-1912582 EDSAM CONSTRUCTION, INC. $ 119,385.65 148.6300% 9 35-1991044 JOHNSON COMPANY, INC. $ 146,293.70 182.1294% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-2064912 |(3) 35-0999231 |BAKER & SCHULTZ, INC. |B & P CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 3.000 MOS | 900.00000 2700.00| 850.00000 2550.00| 1240.29000 3720.87 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2310.00000 2310.00| 3050.00000 3050.00| 2205.00000 2205.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 4200.00000 4200.00| 6700.00000 6700.00| 4946.48000 4946.48 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 10915.00000 10915.00| 10000.00000 10000.00| 9442.48000 9442.48 PRESENT STRUCTURE, REMOVE | | | 0005 203-02070 10.000 m3 | 25.00000 250.00| 5.00000 50.00| 35.72000 357.20 BORROW | | | 0006 303-60012 123.000 Mg | 22.00000 2706.00| 19.00000 2337.00| 25.31000 3113.13 AGGREGATE, 2 | | | 0007 303-94433 54.300 m3 | 22.00000 1194.60| 30.00000 1629.00| 25.50000 1384.65 AGGREGATE, 12 | | | 0008 305-06082 102.700 Mg | 96.30000 9890.01| 95.00000 9756.50| 94.50000 9705.15 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0009 601-02636 22.860 m | 118.00000 2697.48| 110.00000 2514.60| 89.25000 2040.26 GUARDRAIL, W BEAM, NESTED | | | 0010 616-02320 47.200 m2 | 2.90000 136.88| 1.60000 75.52| 2.41000 113.75 GEOTEXTILES | | | 0011 616-06451 7.000 Mg | 25.00000 175.00| 28.75000 201.25| 43.08000 301.56 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 611 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 99,999.98 ROUTE : US 35 CALL ORDER : 611 CONTRACT ID : M -25700-A COUNTIES : HOWARD LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-2064912 |(3) 35-0999231 |BAKER & SCHULTZ, INC. |B & P CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 621-06570 10.300 m3 | 25.00000 257.50| 25.00000 257.50| 42.75000 440.33 TOP SOIL | | | 0013 621-06574 18.600 m2 | 38.00000 706.80| 10.00000 186.00| 16.16000 300.58 SODDING | | | 0014 714-26719 19.200 m | 1900.00000 36480.00| 2033.50000 39043.20| 2365.88000 45424.90 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 2100 mm | | | 0015 801-04308 4.000 EACH| 107.00000 428.00| 136.50000 546.00| 105.00000 420.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0016 801-06605 8.000 EACH| 54.00000 432.00| 52.50000 420.00| 52.50000 420.00 BARRICADE, IIIA | | | 0017 801-06606 4.000 EACH| 58.00000 232.00| 63.00000 252.00| 57.75000 231.00 BARRICADE, IIIB | | | 0018 801-06625 26.000 EACH| 96.00000 2496.00| 68.25000 1774.50| 94.50000 2457.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0019 801-06640 22.000 EACH| 49.00000 1078.00| 52.50000 1155.00| 47.25000 1039.50 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 200.00000 200.00| 2500.00000 2500.00| 6183.10000 6183.10 MAINTAINING TRAFFIC | | | 0021 804-06725 4.000 EACH| 18.00000 72.00| 16.00000 64.00| 23.10000 92.40 DELINEATOR WITH POST, D1, 75 mm | | | 0022 808-06712 5.000 m | 21.40000 107.00| 17.85000 89.25| 21.00000 105.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0023 808-06713 35.000 m | 4.85000 169.75| 17.85000 624.75| 4.73000 165.55 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0024 808-75996 2.000 EACH| 30.00000 60.00| 125.00000 250.00| 15.75000 31.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 2.000 EACH| 215.00000 430.00| 125.00000 250.00| 210.00000 420.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 80,324.02| $ 86,276.07| $ 95,061.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 80,324.02| $ 86,276.07| $ 95,061.39 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 611 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 99,999.98 ROUTE : US 35 CALL ORDER : 611 CONTRACT ID : M -25700-A COUNTIES : HOWARD LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1325036 |(5) 35-1315965 |(6) 35-1817574 |DEICHMAN EXCAVATING CO |FOX CONTRACTORS |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 3.000 MOS | 1500.00000 4500.00| 1101.54170 3304.63| 1800.00000 5400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 2205.00000 2205.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 5000.00000 5000.00| 1897.02900 1897.03| 5100.00000 5100.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 10385.20000 10385.20| 10412.29000 10412.29| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02070 10.000 m3 | 40.00000 400.00| 39.09960 391.00| 70.00000 700.00 BORROW | | | 0006 303-60012 123.000 Mg | 35.00000 4305.00| 62.67950 7709.58| 40.00000 4920.00 AGGREGATE, 2 | | | 0007 303-94433 54.300 m3 | 35.00000 1900.50| 56.81490 3085.05| 50.00000 2715.00 AGGREGATE, 12 | | | 0008 305-06082 102.700 Mg | 99.00000 10167.30| 94.50000 9705.15| 125.00000 12837.50 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0009 601-02636 22.860 m | 100.00000 2286.00| 262.50000 6000.75| 266.00000 6080.76 GUARDRAIL, W BEAM, NESTED | | | 0010 616-02320 47.200 m2 | 5.00000 236.00| 5.17970 244.48| 4.00000 188.80 GEOTEXTILES | | | 0011 616-06451 7.000 Mg | 80.00000 560.00| 51.10030 357.70| 70.00000 490.00 RIPRAP, UNIFORM | | | 0012 621-06570 10.300 m3 | 50.00000 515.00| 89.03770 917.09| 45.00000 463.50 TOP SOIL | | | 0013 621-06574 18.600 m2 | 40.00000 744.00| 36.75000 683.55| 12.00000 223.20 SODDING | | | 0014 714-26719 19.200 m | 2400.00000 46080.00| 2463.44080 47298.06| 2255.00000 43296.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 2100 mm | | | 0015 801-04308 4.000 EACH| 115.00000 460.00| 94.50000 378.00| 105.00000 420.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0016 801-06605 8.000 EACH| 57.50000 460.00| 105.00000 840.00| 117.00000 936.00 BARRICADE, IIIA | | | 0017 801-06606 4.000 EACH| 69.00000 276.00| 105.00000 420.00| 117.00000 468.00 BARRICADE, IIIB | | | 0018 801-06625 26.000 EACH| 75.00000 1950.00| 52.50000 1365.00| 58.00000 1508.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0019 801-06640 22.000 EACH| 57.50000 1265.00| 63.00000 1386.00| 70.00000 1540.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 611 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 99,999.98 ROUTE : US 35 CALL ORDER : 611 CONTRACT ID : M -25700-A COUNTIES : HOWARD LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1325036 |(5) 35-1315965 |(6) 35-1817574 |DEICHMAN EXCAVATING CO |FOX CONTRACTORS |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06775 LUMP| 2000.00000 2000.00| 3016.84070 3016.84| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0021 804-06725 4.000 EACH| 25.00000 100.00| 52.50000 210.00| 26.00000 104.00 DELINEATOR WITH POST, D1, 75 mm | | | 0022 808-06712 5.000 m | 10.00000 50.00| 8.92500 44.63| 10.00000 50.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0023 808-06713 35.000 m | 10.00000 350.00| 8.92500 312.38| 10.00000 350.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0024 808-75996 2.000 EACH| 25.00000 50.00| 94.27630 188.55| 100.00000 200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 2.000 EACH| 230.00000 460.00| 210.00000 420.00| 235.00000 470.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 98,500.00| $ 102,792.76| $ 108,460.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 98,500.00| $ 102,792.76| $ 108,460.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 611 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 99,999.98 ROUTE : US 35 CALL ORDER : 611 CONTRACT ID : M -25700-A COUNTIES : HOWARD LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817530 |(8) 35-1912582 |(9) 35-1991044 |PIONEER ASSOCIATES, INC. |EDSAM CONSTRUCTION, INC. |JOHNSON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 3.000 MOS | 2410.00000 7230.00| 1540.00000 4620.00| 1200.00000 3600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2480.00000 2480.00| 6900.00000 6900.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6500.00000 6500.00| 11000.00000 11000.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 16000.00000 16000.00| 17650.00000 17650.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02070 10.000 m3 | 42.70000 427.00| 33.00000 330.00| 46.00000 460.00 BORROW | | | 0006 303-60012 123.000 Mg | 17.25000 2121.75| 16.50000 2029.50| 22.00000 2706.00 AGGREGATE, 2 | | | 0007 303-94433 54.300 m3 | 31.60000 1715.88| 38.50000 2090.55| 25.00000 1357.50 AGGREGATE, 12 | | | 0008 305-06082 102.700 Mg | 180.00000 18486.00| 132.00000 13556.40| 120.00000 12324.00 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0009 601-02636 22.860 m | 100.00000 2286.00| 93.50000 2137.41| 90.00000 2057.40 GUARDRAIL, W BEAM, NESTED | | | 0010 616-02320 47.200 m2 | 3.15000 148.68| 2.20000 103.84| 4.00000 188.80 GEOTEXTILES | | | 0011 616-06451 7.000 Mg | 34.30000 240.10| 55.00000 385.00| 21.00000 147.00 RIPRAP, UNIFORM | | | 0012 621-06570 10.300 m3 | 67.10000 691.13| 38.50000 396.55| 50.00000 515.00 TOP SOIL | | | 0013 621-06574 18.600 m2 | 41.30000 768.18| 44.00000 818.40| 20.00000 372.00 SODDING | | | 0014 714-26719 19.200 m | 2135.00000 40992.00| 2447.50000 46992.00| 3000.00000 57600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 2100 mm | | | 0015 801-04308 4.000 EACH| 106.20000 424.80| 99.00000 396.00| 105.00000 420.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0016 801-06605 8.000 EACH| 118.00000 944.00| 110.00000 880.00| 53.00000 424.00 BARRICADE, IIIA | | | 0017 801-06606 4.000 EACH| 118.00000 472.00| 110.00000 440.00| 57.00000 228.00 BARRICADE, IIIB | | | 0018 801-06625 26.000 EACH| 59.00000 1534.00| 55.00000 1430.00| 94.00000 2444.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0019 801-06640 22.000 EACH| 71.00000 1562.00| 66.00000 1452.00| 50.00000 1100.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 611 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 99,999.98 ROUTE : US 35 CALL ORDER : 611 CONTRACT ID : M -25700-A COUNTIES : HOWARD LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817530 |(8) 35-1912582 |(9) 35-1991044 |PIONEER ASSOCIATES, INC. |EDSAM CONSTRUCTION, INC. |JOHNSON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06775 LUMP| 2750.00000 2750.00| 4700.00000 4700.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0021 804-06725 4.000 EACH| 26.00000 104.00| 55.00000 220.00| 25.00000 100.00 DELINEATOR WITH POST, D1, 75 mm | | | 0022 808-06712 5.000 m | 10.00000 50.00| 9.35000 46.75| 23.00000 115.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0023 808-06713 35.000 m | 10.00000 350.00| 9.35000 327.25| 5.00000 175.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0024 808-75996 2.000 EACH| 40.00000 80.00| 22.00000 44.00| 20.00000 40.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 2.000 EACH| 240.00000 480.00| 220.00000 440.00| 210.00000 420.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 108,837.52| $ 119,385.65| $ 146,293.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 108,837.52| $ 119,385.65| $ 146,293.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 621 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,999.98 ROUTE : SR 244 CALL ORDER : 621 CONTRACT ID : M -25701-A COUNTIES : SHELBY LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 53,985.05 100.0000% 2 35-1991044 JOHNSON COMPANY, INC. $ 62,129.00 115.0855% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 62,726.25 116.1918% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 69,110.00 128.0169% 5 35-1357381 O'MARA, DAVE CONTRACTOR $ 72,130.25 133.6115% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 76,804.21 142.2694% 7 35-1917625 MILESTONE CONTRACTORS, L.P. $ 78,600.00 145.5958% 8 35-1673827 HENDERSON, H.E., INC. $ 80,024.78 148.2350% 9 35-1817574 YARDBERRY LANDSCAPE $ 84,206.50 155.9811% 10 35-1315965 FOX CONTRACTORS $ 84,941.84 157.3432% 11 35-0999231 HUNT PAVING COMPANY, INC. $ 86,705.82 160.6107% 12 35-1542461 SWEENEY CONSTRUCTION CORPORATION $ 97,797.50 181.1566% ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1991044 |(3) 35-2070195 |B & P CONSTRUCTION |JOHNSON COMPANY, INC. |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 3.000 MOS | 850.00000 2550.00| 1000.00000 3000.00| 900.00000 2700.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3550.00000 3550.00| 2850.00000 2850.00| 2800.00000 2800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6093.00000 6093.00| 2500.00000 2500.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 4000.00000 4000.00| 7300.00000 7300.00| 5000.00000 5000.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02070 10.000 m3 | 5.00000 50.00| 36.00000 360.00| 22.00000 220.00 BORROW | | | 0006 303-60012 39.500 Mg | 20.00000 790.00| 30.00000 1185.00| 19.00000 750.50 AGGREGATE, 2 | | | 0007 303-94433 32.500 m3 | 30.00000 975.00| 34.00000 1105.00| 25.00000 812.50 AGGREGATE, 12 | | | 0008 305-06082 17.100 Mg | 110.00000 1881.00| 100.00000 1710.00| 110.00000 1881.00 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0009 616-02320 562.500 m2 | 1.06000 596.25| 4.50000 2531.25| 4.00000 2250.00 GEOTEXTILES | | | 0010 616-06405 290.000 Mg | 19.00000 5510.00| 18.25000 5292.50| 27.50000 7975.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 621 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,999.98 ROUTE : SR 244 CALL ORDER : 621 CONTRACT ID : M -25701-A COUNTIES : SHELBY LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1991044 |(3) 35-2070195 |B & P CONSTRUCTION |JOHNSON COMPANY, INC. |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 616-06451 35.000 Mg | 21.00000 735.00| 20.00000 700.00| 31.50000 1102.50 RIPRAP, UNIFORM | | | 0012 621-06570 16.300 m3 | 35.00000 570.50| 45.00000 733.50| 50.00000 815.00 TOP SOIL | | | 0013 621-06574 61.300 m2 | 12.00000 735.60| 20.00000 1226.00| 20.00000 1226.00 SODDING | | | 0014 714-02677 11.000 m | 1525.00000 16775.00| 1450.00000 15950.00| 1500.00000 16500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 1200 mm | | | 0015 714-03437 9.990 m2 | 250.00000 2497.50| 625.00000 6243.75| 625.00000 6243.75 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0016 801-04308 6.000 EACH| 103.95000 623.70| 102.00000 612.00| 108.00000 648.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0017 801-06605 4.000 EACH| 42.00000 168.00| 42.00000 168.00| 45.00000 180.00 BARRICADE, IIIA | | | 0018 801-06606 4.000 EACH| 47.25000 189.00| 48.00000 192.00| 50.00000 200.00 BARRICADE, IIIB | | | 0019 801-06625 50.000 EACH| 60.90000 3045.00| 61.00000 3050.00| 64.00000 3200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0020 801-06640 22.000 EACH| 57.75000 1270.50| 60.00000 1320.00| 61.00000 1342.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP| 500.00000 500.00| 3200.00000 3200.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0022 804-06725 4.000 EACH| 40.00000 160.00| 25.00000 100.00| 20.00000 80.00 DELINEATOR WITH POST, D1, 75 mm | | | 0023 808-06713 400.000 m | 0.90000 360.00| 1.00000 400.00| 1.00000 400.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0024 808-06714 400.000 m | 0.90000 360.00| 1.00000 400.00| 1.00000 400.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 53,985.05| $ 62,129.00| $ 62,726.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 53,985.05| $ 62,129.00| $ 62,726.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 621 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,999.98 ROUTE : SR 244 CALL ORDER : 621 CONTRACT ID : M -25701-A COUNTIES : SHELBY LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1357381 |(6) 35-1128289 |ERBER & MILLIGAN CONSTR. CO.|O'MARA, DAVE CONTRACTOR |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 3.000 MOS | 1000.00000 3000.00| 1000.00000 3000.00| 500.00000 1500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 7000.00000 7000.00| 4500.00000 4500.00| 3910.00000 3910.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 8500.00000 8500.00| 8900.00000 8900.00| 14500.00000 14500.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02070 10.000 m3 | 25.00000 250.00| 100.00000 1000.00| 40.00000 400.00 BORROW | | | 0006 303-60012 39.500 Mg | 30.00000 1185.00| 18.00000 711.00| 25.00000 987.50 AGGREGATE, 2 | | | 0007 303-94433 32.500 m3 | 35.00000 1137.50| 32.00000 1040.00| 28.00000 910.00 AGGREGATE, 12 | | | 0008 305-06082 17.100 Mg | 225.00000 3847.50| 195.00000 3334.50| 176.00000 3009.60 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0009 616-02320 562.500 m2 | 3.00000 1687.50| 0.70000 393.75| 2.25000 1265.63 GEOTEXTILES | | | 0010 616-06405 290.000 Mg | 27.50000 7975.00| 28.00000 8120.00| 27.00000 7830.00 RIPRAP, REVETMENT | | | 0011 616-06451 35.000 Mg | 27.50000 962.50| 28.00000 980.00| 40.00000 1400.00 RIPRAP, UNIFORM | | | 0012 621-06570 16.300 m3 | 35.00000 570.50| 100.00000 1630.00| 40.00000 652.00 TOP SOIL | | | 0013 621-06574 61.300 m2 | 15.00000 919.50| 20.00000 1226.00| 18.00000 1103.40 SODDING | | | 0014 714-02677 11.000 m | 1250.00000 13750.00| 1545.00000 16995.00| 1500.00000 16500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 1200 mm | | | 0015 714-03437 9.990 m2 | 500.00000 4995.00| 1000.00000 9990.00| 800.00000 7992.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0016 801-04308 6.000 EACH| 150.00000 900.00| 125.00000 750.00| 105.00000 630.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0017 801-06605 4.000 EACH| 100.00000 400.00| 40.00000 160.00| 42.00000 168.00 BARRICADE, IIIA | | | 0018 801-06606 4.000 EACH| 100.00000 400.00| 45.00000 180.00| 48.00000 192.00 BARRICADE, IIIB | | | 0019 801-06625 50.000 EACH| 100.00000 5000.00| 58.00000 2900.00| 60.00000 3000.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 621 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,999.98 ROUTE : SR 244 CALL ORDER : 621 CONTRACT ID : M -25701-A COUNTIES : SHELBY LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1357381 |(6) 35-1128289 |ERBER & MILLIGAN CONSTR. CO.|O'MARA, DAVE CONTRACTOR |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06640 22.000 EACH| 75.00000 1650.00| 60.00000 1320.00| 55.00000 1210.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| 5604.08000 5604.08 MAINTAINING TRAFFIC | | | 0022 804-06725 4.000 EACH| 20.00000 80.00| 50.00000 200.00| 60.00000 240.00 DELINEATOR WITH POST, D1, 75 mm | | | 0023 808-06713 400.000 m | 0.50000 200.00| 1.00000 400.00| 1.00000 400.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0024 808-06714 400.000 m | 0.50000 200.00| 1.00000 400.00| 1.00000 400.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 69,110.00| $ 72,130.25| $ 76,804.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 69,110.00| $ 72,130.25| $ 76,804.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 621 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,999.98 ROUTE : SR 244 CALL ORDER : 621 CONTRACT ID : M -25701-A COUNTIES : SHELBY LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1673827 |(9) 35-1817574 |MILESTONE CONTRACTORS, L.P. |HENDERSON, H.E., INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 3.000 MOS | 1875.00000 5625.00| 840.00000 2520.00| 1800.00000 5400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2700.00000 2700.00| 5376.60000 5376.60| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 3500.00000 3500.00| 9770.00000 9770.00| 3900.00000 3900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 4300.00000 4300.00| 7154.80000 7154.80| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02070 10.000 m3 | 40.00000 400.00| 53.69000 536.90| 25.00000 250.00 BORROW | | | 0006 303-60012 39.500 Mg | 24.00000 948.00| 33.02000 1304.29| 45.00000 1777.50 AGGREGATE, 2 | | | 0007 303-94433 32.500 m3 | 60.00000 1950.00| 123.29000 4006.93| 50.00000 1625.00 AGGREGATE, 12 | | | 0008 305-06082 17.100 Mg | 230.00000 3933.00| 264.22000 4518.16| 125.00000 2137.50 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0009 616-02320 562.500 m2 | 4.50000 2531.25| 1.38000 776.25| 4.00000 2250.00 GEOTEXTILES | | | 0010 616-06405 290.000 Mg | 22.00000 6380.00| 30.13000 8737.70| 38.00000 11020.00 RIPRAP, REVETMENT | | | 0011 616-06451 35.000 Mg | 70.00000 2450.00| 67.08000 2347.80| 50.00000 1750.00 RIPRAP, UNIFORM | | | 0012 621-06570 16.300 m3 | 50.00000 815.00| 57.45000 936.44| 40.00000 652.00 TOP SOIL | | | 0013 621-06574 61.300 m2 | 18.00000 1103.40| 18.11000 1110.14| 12.00000 735.60 SODDING | | | 0014 714-02677 11.000 m | 1900.00000 20900.00| 1173.37000 12907.07| 1480.00000 16280.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 1200 mm | | | 0015 714-03437 9.990 m2 | 1388.00000 13866.12| 650.44000 6497.90| 1310.00000 13086.90 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0016 801-04308 6.000 EACH| 105.00000 630.00| 105.00000 630.00| 114.00000 684.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0017 801-06605 4.000 EACH| 42.00000 168.00| 42.00000 168.00| 46.00000 184.00 BARRICADE, IIIA | | | 0018 801-06606 4.000 EACH| 46.00000 184.00| 52.50000 210.00| 52.00000 208.00 BARRICADE, IIIB | | | 0019 801-06625 50.000 EACH| 60.00000 3000.00| 94.50000 4725.00| 66.00000 3300.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 621 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,999.98 ROUTE : SR 244 CALL ORDER : 621 CONTRACT ID : M -25701-A COUNTIES : SHELBY LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 |(8) 35-1673827 |(9) 35-1817574 |MILESTONE CONTRACTORS, L.P. |HENDERSON, H.E., INC. |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06640 22.000 EACH| 58.00000 1276.00| 50.40000 1108.80| 63.00000 1386.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP| 1020.23000 1020.23| 4201.00000 4201.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | 0022 804-06725 4.000 EACH| 50.00000 200.00| 26.25000 105.00| 70.00000 280.00 DELINEATOR WITH POST, D1, 75 mm | | | 0023 808-06713 400.000 m | 0.90000 360.00| 0.47000 188.00| 1.00000 400.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0024 808-06714 400.000 m | 0.90000 360.00| 0.47000 188.00| 1.00000 400.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 78,600.00| $ 80,024.78| $ 84,206.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 78,600.00| $ 80,024.78| $ 84,206.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 621 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,999.98 ROUTE : SR 244 CALL ORDER : 621 CONTRACT ID : M -25701-A COUNTIES : SHELBY LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1315965 |(11) 35-0999231 |(12) 35-1542461 |FOX CONTRACTORS |HUNT PAVING COMPANY, INC. |SWEENEY CONSTRUCTION CORPORA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 3.000 MOS | 1081.54080 3244.62| 1240.29000 3720.87| 650.00000 1950.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2730.00000 2730.00| 2730.00000 2730.00| 3750.00000 3750.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 1894.39510 1894.40| 4522.50000 4522.50| 8500.00000 8500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51330 LUMP| 10909.13000 10909.13| 6880.91000 6880.91| 7150.00000 7150.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02070 10.000 m3 | 34.31310 343.13| 35.72000 357.20| 41.00000 410.00 BORROW | | | 0006 303-60012 39.500 Mg | 81.88510 3234.46| 27.08000 1069.66| 23.00000 908.50 AGGREGATE, 2 | | | 0007 303-94433 32.500 m3 | 41.44550 1346.98| 28.84000 937.30| 37.00000 1202.50 AGGREGATE, 12 | | | 0008 305-06082 17.100 Mg | 204.75000 3501.23| 204.75000 3501.23| 370.00000 6327.00 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0009 616-02320 562.500 m2 | 4.50430 2533.67| 2.71000 1524.38| 2.00000 1125.00 GEOTEXTILES | | | 0010 616-06405 290.000 Mg | 40.84720 11845.69| 93.87000 27222.30| 29.00000 8410.00 RIPRAP, REVETMENT | | | 0011 616-06451 35.000 Mg | 27.66080 968.13| 47.94000 1677.90| 29.00000 1015.00 RIPRAP, UNIFORM | | | 0012 621-06570 16.300 m3 | 83.96290 1368.60| 35.82000 583.87| 44.00000 717.20 TOP SOIL | | | 0013 621-06574 61.300 m2 | 18.11250 1110.30| 18.11000 1110.14| 21.00000 1287.30 SODDING | | | 0014 714-02677 11.000 m | 1816.90310 19985.93| 1391.84000 15310.24| 3670.00000 40370.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 1200 mm | | | 0015 714-03437 9.990 m2 | 994.95140 9939.56| 396.83000 3964.33| 700.00000 6993.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0016 801-04308 6.000 EACH| 103.95000 623.70| 103.95000 623.70| 117.00000 702.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0017 801-06605 4.000 EACH| 42.00000 168.00| 42.00000 168.00| 47.00000 188.00 BARRICADE, IIIA | | | 0018 801-06606 4.000 EACH| 47.25000 189.00| 47.25000 189.00| 53.00000 212.00 BARRICADE, IIIB | | | 0019 801-06625 50.000 EACH| 60.90000 3045.00| 60.90000 3045.00| 69.00000 3450.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 621 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,999.98 ROUTE : SR 244 CALL ORDER : 621 CONTRACT ID : M -25701-A COUNTIES : SHELBY LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1315965 |(11) 35-0999231 |(12) 35-1542461 |FOX CONTRACTORS |HUNT PAVING COMPANY, INC. |SWEENEY CONSTRUCTION CORPORA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06640 22.000 EACH| 57.75000 1270.50| 57.75000 1270.50| 65.00000 1430.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP| 3765.81410 3765.81| 5458.79000 5458.79| 500.00000 500.00 MAINTAINING TRAFFIC | | | 0022 804-06725 4.000 EACH| 52.50000 210.00| 31.50000 126.00| 100.00000 400.00 DELINEATOR WITH POST, D1, 75 mm | | | 0023 808-06713 400.000 m | 0.89250 357.00| 0.89000 356.00| 1.00000 400.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0024 808-06714 400.000 m | 0.89250 357.00| 0.89000 356.00| 1.00000 400.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 84,941.84| $ 86,705.82| $ 97,797.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 84,941.84| $ 86,705.82| $ 97,797.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 631 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 259,999.98 ROUTE : SR 51 CALL ORDER : 631 CONTRACT ID : M -25721-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 155,300.90 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 233,277.30 150.2098% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 235,405.35 151.5801% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO 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 105-01925 3.000 MOS | 1500.00000 4500.00| 1500.00000 4500.00| 2100.00000 6300.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 7800.00000 7800.00| 11600.00000 11600.00| 31975.00000 31975.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-02858 182.000 m | 20.00000 3640.00| 25.00000 4550.00| 108.00000 19656.00 DITCH CLEANING | | | 0004 202-02278 180.000 m | 10.00000 1800.00| 10.00000 1800.00| 8.85000 1593.00 CURB, CONCRETE, REMOVE | | | 0005 202-02279 3.000 m | 100.00000 300.00| 10.00000 30.00| 83.15000 249.45 CURB AND GUTTER, REMOVE | | | 0006 202-60820 4400.000 m2 | 2.00000 8800.00| 5.20000 22880.00| 2.10000 9240.00 SURFACE MILLING, ASPHALT | | | 0007 202-60822 2300.000 m2 | 3.00000 6900.00| 5.20000 11960.00| 3.25000 7475.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0008 202-94954 10.000 m | 50.00000 500.00| 82.50000 825.00| 79.00000 790.00 BARRIER WALL, CONCRETE, REMOVE | | | 0009 203-02080 0.800 km | 6000.00000 4800.00| 11625.00000 9300.00| 23465.00000 18772.00 LINEAR GRADING | | | 0010 303-04075 35.000 Mg | 25.00000 875.00| 44.50000 1557.50| 48.75000 1706.25 COMPACTED AGGREGATE, O, 73 | | | 0011 305-05204 5.000 Mg | 300.00000 1500.00| 450.00000 2250.00| 524.10000 2620.50 HMA FOR PATCHING | | | 0012 305-05206 100.000 Mg | 50.00000 5000.00| 65.75000 6575.00| 57.90000 5790.00 WIDENING WITH HMA | | | 0013 305-91919 3135.000 m | 2.50000 7837.50| 3.90000 12226.50| 3.00000 9405.00 JOINT AND CRACK CLEANING AND SEALING | | | 0014 305-92470 20.500 m2 | 200.00000 4100.00| 237.00000 4858.50| 245.00000 5022.50 PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 631 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 259,999.98 ROUTE : SR 51 CALL ORDER : 631 CONTRACT ID : M -25721-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05473 240.000 Mg | 45.00000 10800.00| 39.55000 9492.00| 45.00000 10800.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0016 402-05477 660.000 Mg | 50.00000 33000.00| 46.65000 30789.00| 57.00000 37620.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 406-05520 2.500 Mg | 300.00000 750.00| 985.00000 2462.50| 950.00000 2375.00 ASPHALT FOR TACK COAT | | | 0018 602-06032 12.000 m | 300.00000 3600.00| 175.00000 2100.00| 315.00000 3780.00 BARRIER, MEDIAN, CONCRETE | | | 0019 605-06120 120.000 m | 70.00000 8400.00| 82.00000 9840.00| 65.00000 7800.00 CURB, CONCRETE | | | 0020 605-06155 3.000 m | 90.00000 270.00| 71.00000 213.00| 131.50000 394.50 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0021 616-06405 800.000 Mg | 22.00000 17600.00| 29.65000 23720.00| 30.00000 24000.00 RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06559 700.000 m2 | 1.35000 945.00| 1.35000 945.00| 1.50000 1050.00 MULCHED SEEDING, R | | | 0024 720-94452 1.000 EACH| 300.00000 300.00| 350.00000 350.00| 1100.00000 1100.00 CASTING, RESET | | | 0025 801-06640 26.000 EACH| 65.00000 1690.00| 60.00000 1560.00| 71.00000 1846.00 CONSTRUCTION SIGN, A | | | 0026 801-06710 5.000 DAY | 20.00000 100.00| 18.00000 90.00| 21.75000 108.75 FLASHING ARROW SIGN | | | 0027 801-06775 LUMP| 6000.00000 6000.00| 42550.00000 42550.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | 0028 802-96915 LUMP| 152.00000 152.00| 152.00000 152.00| 165.00000 165.00 SIGN, RELOCATE | | | 0029 805-02503 180.000 m | 4.11000 739.80| 4.11000 739.80| 4.30000 774.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0030 805-78510 16.000 m | 2.85000 45.60| 2.85000 45.60| 3.15000 50.40 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0031 805-78795 180.000 m | 22.30000 4014.00| 22.30000 4014.00| 24.25000 4365.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0032 805-78800 1.000 EACH| 470.00000 470.00| 733.00000 733.00| 510.00000 510.00 SIGNAL DETECTOR HOUSING INSTALL | | | 0033 805-92951 1.000 EACH| 245.00000 245.00| 508.00000 508.00| 265.00000 265.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0034 808-03002 560.000 m | 3.50000 1960.00| 5.08000 2844.80| 3.75000 2100.00 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 631 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 259,999.98 ROUTE : SR 51 CALL ORDER : 631 CONTRACT ID : M -25721-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-03631 140.000 m | 3.50000 490.00| 5.08000 711.20| 3.75000 525.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0036 808-06713 1800.000 m | 0.45000 810.00| 0.39000 702.00| 0.48000 864.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0037 808-06714 1800.000 m | 0.45000 810.00| 0.39000 702.00| 0.48000 864.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0038 808-75297 62.000 m | 14.00000 868.00| 8.20000 508.40| 15.25000 945.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0039 808-75320 2.000 EACH| 71.00000 142.00| 50.00000 100.00| 78.00000 156.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0040 808-75325 1.000 EACH| 97.00000 97.00| 60.00000 60.00| 105.00000 105.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0041 808-75996 30.000 EACH| 3.00000 90.00| 7.75000 232.50| 12.25000 367.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 808-75998 30.000 EACH| 62.00000 1860.00| 50.00000 1500.00| 71.00000 2130.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 155,300.90| $ 233,277.30| $ 235,405.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 155,300.90| $ 233,277.30| $ 235,405.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 641 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 391,559.28 ROUTE : CALL ORDER : 641 CONTRACT ID : M -25741-A COUNTIES : JEFFERSON LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/22/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 194,919.15 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 206,400.00 105.8900% 3 61-0476452 HANSON AGGREGATES MIDWEST, INC. $ 207,502.81 106.4558% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 217,930.00 111.8053% 5 35-1598410 SEDAM CONTRACTING $ 258,513.48 132.6260% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 61-0476452 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |HANSON AGGREGATES MIDWEST, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1000.00000 3000.00| 1000.00000 3000.00| 885.00000 2655.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| 2350.00000 2350.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 47318.500 m2 | 0.20000 9463.70| 0.60000 28391.10| 0.52000 24605.62 SURFACE MILLING, ASPHALT | | | 0004 305-05204 150.000 Mg | 77.00000 11550.00| 80.00000 12000.00| 55.00000 8250.00 HMA FOR PATCHING | | | 0005 402-05477 4258.670 Mg | 35.00000 149053.45| 33.00000 140536.11| 37.45000 159487.19 HMA SURFACE 9.5 mm, MAINLINE | | | 0006 402-05495 100.000 Mg | 55.00000 5500.00| 42.50000 4250.00| 40.00000 4000.00 HMA WEDGE AND LEVEL | | | 0007 406-05520 26.000 Mg | 130.00000 3380.00| 185.00000 4810.00| 85.00000 2210.00 ASPHALT FOR TACK COAT | | | 0008 801-06640 6.000 EACH| 85.00000 510.00| 85.00000 510.00| 80.00000 480.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 4500.00000 4500.00| 2451.29000 2451.29| 3045.00000 3045.00 MAINTAINING TRAFFIC | | | 0010 808-06726 10.500 m | 44.00000 462.00| 43.00000 451.50| 40.00000 420.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 194,919.15| $ 206,400.00| $ 207,502.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 194,919.15| $ 206,400.00| $ 207,502.81 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/26/01 PAGE : 641 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 391,559.28 ROUTE : CALL ORDER : 641 CONTRACT ID : M -25741-A COUNTIES : JEFFERSON LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1598410 | |GOHMANN ASPHALT & CONSTR., I|SEDAM CONTRACTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1250.00000 3750.00| 1350.00000 4050.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 5146.00000 5146.00| 3100.00000 3100.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 47318.500 m2 | 0.70000 33122.95| 1.10000 52050.35| SURFACE MILLING, ASPHALT | | | 0004 305-05204 150.000 Mg | 60.00000 9000.00| 70.00000 10500.00| HMA FOR PATCHING | | | 0005 402-05477 4258.670 Mg | 36.00000 153312.12| 39.00000 166088.13| HMA SURFACE 9.5 mm, MAINLINE | | | 0006 402-05495 100.000 Mg | 36.00000 3600.00| 50.00000 5000.00| HMA WEDGE AND LEVEL | | | 0007 406-05520 26.000 Mg | 100.00000 2600.00| 350.00000 9100.00| ASPHALT FOR TACK COAT | | | 0008 801-06640 6.000 EACH| 80.00000 480.00| 100.00000 600.00| CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 6498.93000 6498.93| 7500.00000 7500.00| MAINTAINING TRAFFIC | | | 0010 808-06726 10.500 m | 40.00000 420.00| 50.00000 525.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 217,930.00| $ 258,513.48| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 217,930.00| $ 258,513.48| ====================================================================================================================================