INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 30,500.00 ROUTE : US 31 CALL ORDER : 410 CONTRACT ID : M -24842-A COUNTIES : HOWARD LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 153400H SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 13,782.75 100.0000% 2 35-1991044 JOHNSON COMPANY, INC. $ 19,720.00 143.0773% 3 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 20,670.00 149.9700% 4 35-1636776 LINKEL COMPANY $ 22,750.00 165.0613% 5 35-1817574 YARDBERRY LANDSCAPE $ 28,300.00 205.3291% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 34,493.00 250.2621% ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1991044 |(3) 35-2032723 |B & P CONSTRUCTION |JOHNSON COMPANY, INC. |L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL | | | 0001 110-01001 LUMP| 5000.00000 5000.00| 750.00000 750.00| 3000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 203-51224 LUMP| 7282.75000 7282.75| 17000.00000 17000.00| 14500.00000 14500.00 EXCAVATION, WATERWAY | | | 0003 801-06640 10.000 EACH| 50.00000 500.00| 97.00000 970.00| 50.00000 500.00 CONSTRUCTION SIGN, A | | | 0004 801-06775 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 2670.00000 2670.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 13,782.75| $ 19,720.00| $ 20,670.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,782.75| $ 19,720.00| $ 20,670.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 30,500.00 ROUTE : US 31 CALL ORDER : 410 CONTRACT ID : M -24842-A COUNTIES : HOWARD LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1636776 |(5) 35-1817574 |(6) 35-0918397 |LINKEL COMPANY |YARDBERRY LANDSCAPE |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL | | | 0001 110-01001 LUMP| 5000.00000 5000.00| 1200.00000 1200.00| 1725.00000 1725.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 203-51224 LUMP| 17000.00000 17000.00| 23000.00000 23000.00| 23468.00000 23468.00 EXCAVATION, WATERWAY | | | 0003 801-06640 10.000 EACH| 25.00000 250.00| 60.00000 600.00| 180.00000 1800.00 CONSTRUCTION SIGN, A | | | 0004 801-06775 LUMP| 500.00000 500.00| 3500.00000 3500.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 22,750.00| $ 28,300.00| $ 34,493.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 22,750.00| $ 28,300.00| $ 34,493.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 414 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 141,899.98 ROUTE : PARK ROAD CALL ORDER : 414 CONTRACT ID : M -24900-B COUNTIES : PARKE LETTING DATE : 07/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/26/00 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 $ 142,832.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 143,730.00 100.6287% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 7000.00000 7000.00| 7000.00000 7000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 303-52308 10.000 Mg | 100.00000 1000.00| 25.00000 250.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0003 305-05204 10.000 Mg | 125.00000 1250.00| 150.00000 1500.00| HMA FOR PATCHING | | | 0004 402-05495 2310.000 Mg | 53.20000 122892.00| 54.00000 124740.00| HMA WEDGE AND LEVEL 12.5 mm SURFACE | | | 0005 405-05517 7.400 Mg | 300.00000 2220.00| 300.00000 2220.00| ASPHALT FOR PRIME COAT | | | 0006 406-05520 3.200 Mg | 300.00000 960.00| 250.00000 800.00| ASPHALT FOR TACK COAT | | | 0007 801-06640 6.000 EACH| 85.00000 510.00| 70.00000 420.00| CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP| 7000.00000 7000.00| 6800.00000 6800.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 142,832.00| $ 143,730.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 142,832.00| $ 143,730.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 190,858.91 ROUTE : 159 CALL ORDER : 420 CONTRACT ID : M -24927-A COUNTIES : KNOX LETTING DATE : 07/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT 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 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 107,427.24 100.0000% 2 35-1995838 NFH, INC. $ 118,691.50 110.4854% 3 35-1049546 THOMAS, W.L., INC. $ 149,849.30 139.4891% 4 35-1616373 OXLEY, SAM & COMPANY $ 166,071.77 154.5899% 5 35-1817574 YARDBERRY LANDSCAPE $ 168,962.56 157.2809% 6 35-1801998 CLR, INC. $ 175,314.50 163.1937% 7 35-1878024 RAGLE, INC. $ 188,338.10 175.3168% 8 35-1134435 FOERTSCH CONSTRUCTION $ 194,365.60 180.9276% 9 35-1763075 NAAS BROTHERS TRUCKING $ 312,574.20 290.9636% 10 35-1954982 T C INCORPORATED $ 339,157.38 315.7089% ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1995838 |(3) 35-1049546 |DEIG BROTHERS LUMBER & CONST|NFH, INC. |THOMAS, W.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE, RESET | | | 0001 105-06790 3.000 MOS | 100.00000 300.00| 800.00000 2400.00| 500.00000 1500.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 5300.00000 5300.00| 5500.00000 5500.00| 11500.00000 11500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 90.000 m | 5.00000 450.00| 6.00000 540.00| 48.00000 4320.00 GUARDRAIL, REMOVE | | | 0004 203-02020 65.000 m3 | 28.00000 1820.00| 30.00000 1950.00| 20.30000 1319.50 EXCAVATION, UNCLASSIFIED | | | 0005 203-91878 200.000 m | 7.00000 1400.00| 20.00000 4000.00| 19.75000 3950.00 LINEAR DITCH GRADING | | | 0006 205-02224 90.000 m | 6.00000 540.00| 3.00000 270.00| 5.00000 450.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 213-52830 462.000 m3 | 72.00000 33264.00| 80.00000 36960.00| 75.75000 34996.50 FLOWABLE MORTAR | | | 0008 303-01865 63.000 m3 | 55.00000 3465.00| 50.00000 3150.00| 50.00000 3150.00 AGGREGATE, 11 | | | 0009 303-04095 5.000 Mg | 69.00000 345.00| 100.00000 500.00| 20.00000 100.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 402-05477 20.000 Mg | 398.00000 7960.00| 250.00000 5000.00| 250.00000 5000.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 190,858.91 ROUTE : 159 CALL ORDER : 420 CONTRACT ID : M -24927-A COUNTIES : KNOX LETTING DATE : 07/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1995838 |(3) 35-1049546 |DEIG BROTHERS LUMBER & CONST|NFH, INC. |THOMAS, W.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 601-06035 90.000 m | 4.00000 360.00| 40.00000 3600.00| 65.00000 5850.00 GUARDRAIL, RESET | | | 0012 616-02320 45.000 m2 | 12.40000 558.00| 2.50000 112.50| 5.00000 225.00 GEOTEXTILES | | | 0013 616-03472 25.000 Mg | 77.00000 1925.00| 35.00000 875.00| 37.00000 925.00 RIPRAP, REVETMENT 450 mm | | | 0014 621-06559 180.000 m2 | 3.50000 630.00| 2.00000 360.00| 2.75000 495.00 MULCHED SEEDING, R | | | 0015 714-26717 19.220 m | 705.00000 13550.10| 650.00000 12493.00| 1120.00000 21526.40 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm , RESET | | | 0016 714-26725 19.220 m | 723.00000 13896.06| 650.00000 12493.00| 1200.00000 23064.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm , RESET | | | 0017 714-93638 19.220 m | 464.00000 8918.08| 650.00000 12493.00| 695.00000 13357.90 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 1200 mm , RESET | | | 0018 801-04308 2.000 EACH| 430.00000 860.00| 300.00000 600.00| 290.00000 580.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0019 801-06605 6.000 EACH| 185.00000 1110.00| 110.00000 660.00| 100.00000 600.00 BARRICADE, IIIA | | | 0020 801-06625 24.000 EACH| 95.00000 2280.00| 100.00000 2400.00| 72.50000 1740.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0021 801-06640 27.000 EACH| 148.00000 3996.00| 105.00000 2835.00| 100.00000 2700.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 4500.00000 4500.00| 9500.00000 9500.00| 12500.00000 12500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 107,427.24| $ 118,691.50| $ 149,849.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 107,427.24| $ 118,691.50| $ 149,849.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 190,858.91 ROUTE : 159 CALL ORDER : 420 CONTRACT ID : M -24927-A COUNTIES : KNOX LETTING DATE : 07/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1616373 |(5) 35-1817574 |(6) 35-1801998 |OXLEY, SAM & COMPANY |YARDBERRY LANDSCAPE |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE, RESET | | | 0001 105-06790 3.000 MOS | 2622.00000 7866.00| 2000.00000 6000.00| 1500.00000 4500.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 24146.00000 24146.00| 6000.00000 6000.00| 8750.00000 8750.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 90.000 m | 51.36000 4622.40| 12.00000 1080.00| 18.00000 1620.00 GUARDRAIL, REMOVE | | | 0004 203-02020 65.000 m3 | 19.85000 1290.25| 35.00000 2275.00| 200.00000 13000.00 EXCAVATION, UNCLASSIFIED | | | 0005 203-91878 200.000 m | 22.85000 4570.00| 20.00000 4000.00| 9.00000 1800.00 LINEAR DITCH GRADING | | | 0006 205-02224 90.000 m | 9.52000 856.80| 8.00000 720.00| 8.00000 720.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 213-52830 462.000 m3 | 92.46000 42716.52| 80.00000 36960.00| 75.00000 34650.00 FLOWABLE MORTAR | | | 0008 303-01865 63.000 m3 | 66.56000 4193.28| 30.00000 1890.00| 125.00000 7875.00 AGGREGATE, 11 | | | 0009 303-04095 5.000 Mg | 478.00000 2390.00| 60.00000 300.00| 275.00000 1375.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 402-05477 20.000 Mg | 235.40000 4708.00| 80.00000 1600.00| 220.00000 4400.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0011 601-06035 90.000 m | 69.55000 6259.50| 75.00000 6750.00| 65.00000 5850.00 GUARDRAIL, RESET | | | 0012 616-02320 45.000 m2 | 14.07000 633.15| 4.00000 180.00| 30.00000 1350.00 GEOTEXTILES | | | 0013 616-03472 25.000 Mg | 50.00000 1250.00| 40.00000 1000.00| 50.00000 1250.00 RIPRAP, REVETMENT 450 mm | | | 0014 621-06559 180.000 m2 | 4.87000 876.60| 2.00000 360.00| 10.00000 1800.00 MULCHED SEEDING, R | | | 0015 714-26717 19.220 m | 900.00000 17298.00| 1700.00000 32674.00| 1100.00000 21142.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm , RESET | | | 0016 714-26725 19.220 m | 963.00000 18508.86| 1700.00000 32674.00| 1125.00000 21622.50 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm , RESET | | | 0017 714-93638 19.220 m | 857.00000 16471.54| 1248.00000 23986.56| 750.00000 14415.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 1200 mm , RESET | | | 0018 801-04308 2.000 EACH| 294.25000 588.50| 290.00000 580.00| 500.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 190,858.91 ROUTE : 159 CALL ORDER : 420 CONTRACT ID : M -24927-A COUNTIES : KNOX LETTING DATE : 07/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1616373 |(5) 35-1817574 |(6) 35-1801998 |OXLEY, SAM & COMPANY |YARDBERRY LANDSCAPE |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 801-06605 6.000 EACH| 101.65000 609.90| 45.00000 270.00| 105.00000 630.00 BARRICADE, IIIA | | | 0020 801-06625 24.000 EACH| 73.83000 1771.92| 57.00000 1368.00| 75.00000 1800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0021 801-06640 27.000 EACH| 101.65000 2744.55| 85.00000 2295.00| 95.00000 2565.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 1700.00000 1700.00| 6000.00000 6000.00| 23200.00000 23200.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 166,071.77| $ 168,962.56| $ 175,314.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 166,071.77| $ 168,962.56| $ 175,314.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 420 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 190,858.91 ROUTE : 159 CALL ORDER : 420 CONTRACT ID : M -24927-A COUNTIES : KNOX LETTING DATE : 07/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1878024 |(8) 35-1134435 |(9) 35-1763075 |RAGLE, INC. |FOERTSCH CONSTRUCTION |NAAS BROTHERS TRUCKING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE, RESET | | | 0001 105-06790 3.000 MOS | 500.00000 1500.00| 1400.00000 4200.00| 1000.00000 3000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 28500.00000 28500.00| 8000.00000 8000.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 90.000 m | 10.00000 900.00| 51.50000 4635.00| 8.00000 720.00 GUARDRAIL, REMOVE | | | 0004 203-02020 65.000 m3 | 16.00000 1040.00| 30.00000 1950.00| 15.00000 975.00 EXCAVATION, UNCLASSIFIED | | | 0005 203-91878 200.000 m | 20.00000 4000.00| 15.00000 3000.00| 21.04000 4208.00 LINEAR DITCH GRADING | | | 0006 205-02224 90.000 m | 6.00000 540.00| 7.24000 651.60| 15.00000 1350.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 213-52830 462.000 m3 | 100.00000 46200.00| 130.00000 60060.00| 85.00000 39270.00 FLOWABLE MORTAR | | | 0008 303-01865 63.000 m3 | 50.00000 3150.00| 40.00000 2520.00| 40.00000 2520.00 AGGREGATE, 11 | | | 0009 303-04095 5.000 Mg | 32.00000 160.00| 50.00000 250.00| 85.00000 425.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 402-05477 20.000 Mg | 160.00000 3200.00| 270.00000 5400.00| 180.00000 3600.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0011 601-06035 90.000 m | 40.00000 3600.00| 71.50000 6435.00| 20.00000 1800.00 GUARDRAIL, RESET | | | 0012 616-02320 45.000 m2 | 3.00000 135.00| 2.00000 90.00| 5.00000 225.00 GEOTEXTILES | | | 0013 616-03472 25.000 Mg | 31.00000 775.00| 30.00000 750.00| 28.00000 700.00 RIPRAP, REVETMENT 450 mm | | | 0014 621-06559 180.000 m2 | 2.00000 360.00| 3.00000 540.00| 8.00000 1440.00 MULCHED SEEDING, R | | | 0015 714-26717 19.220 m | 1165.00000 22391.30| 1450.00000 27869.00| 4023.59000 77333.40 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm , RESET | | | 0016 714-26725 19.220 m | 1440.00000 27676.80| 1750.00000 33635.00| 4595.00000 88315.90 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm , RESET | | | 0017 714-93638 19.220 m | 1450.00000 27869.00| 1300.00000 24986.00| 3452.18000 66350.90 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 1200 mm , RESET | | | 0018 801-04308 2.000 EACH| 275.00000 550.00| 302.50000 605.00| 275.00000 550.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 420 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 190,858.91 ROUTE : 159 CALL ORDER : 420 CONTRACT ID : M -24927-A COUNTIES : KNOX LETTING DATE : 07/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1878024 |(8) 35-1134435 |(9) 35-1763075 |RAGLE, INC. |FOERTSCH CONSTRUCTION |NAAS BROTHERS TRUCKING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 801-06605 6.000 EACH| 95.00000 570.00| 105.00000 630.00| 95.00000 570.00 BARRICADE, IIIA | | | 0020 801-06625 24.000 EACH| 69.00000 1656.00| 76.00000 1824.00| 69.00000 1656.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0021 801-06640 27.000 EACH| 95.00000 2565.00| 105.00000 2835.00| 95.00000 2565.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 11000.00000 11000.00| 3500.00000 3500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 188,338.10| $ 194,365.60| $ 312,574.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 188,338.10| $ 194,365.60| $ 312,574.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 420 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 190,858.91 ROUTE : 159 CALL ORDER : 420 CONTRACT ID : M -24927-A COUNTIES : KNOX LETTING DATE : 07/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1954982 | | |T C INCORPORATED | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE, RESET | | | 0001 105-06790 3.000 MOS | 3257.00000 9771.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 10000.00000 10000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 90.000 m | 0.01000 0.90| | GUARDRAIL, REMOVE | | | 0004 203-02020 65.000 m3 | 33.00000 2145.00| | EXCAVATION, UNCLASSIFIED | | | 0005 203-91878 200.000 m | 33.00000 6600.00| | LINEAR DITCH GRADING | | | 0006 205-02224 90.000 m | 21.00000 1890.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 213-52830 462.000 m3 | 89.00000 41118.00| | FLOWABLE MORTAR | | | 0008 303-01865 63.000 m3 | 54.00000 3402.00| | AGGREGATE, 11 | | | 0009 303-04095 5.000 Mg | 31.00000 155.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 402-05477 20.000 Mg | 445.00000 8900.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0011 601-06035 90.000 m | 160.00000 14400.00| | GUARDRAIL, RESET | | | 0012 616-02320 45.000 m2 | 20.00000 900.00| | GEOTEXTILES | | | 0013 616-03472 25.000 Mg | 30.00000 750.00| | RIPRAP, REVETMENT 450 mm | | | 0014 621-06559 180.000 m2 | 29.00000 5220.00| | MULCHED SEEDING, R | | | 0015 714-26717 19.220 m | 4103.00000 78859.66| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm , RESET | | | 0016 714-26725 19.220 m | 4726.00000 90833.72| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm , RESET | | | 0017 714-93638 19.220 m | 2805.00000 53912.10| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 1200 mm , RESET | | | 0018 801-04308 2.000 EACH| 350.00000 700.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 420 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 190,858.91 ROUTE : 159 CALL ORDER : 420 CONTRACT ID : M -24927-A COUNTIES : KNOX LETTING DATE : 07/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1954982 | | |T C INCORPORATED | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 801-06605 6.000 EACH| 100.00000 600.00| | BARRICADE, IIIA | | | 0020 801-06625 24.000 EACH| 75.00000 1800.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0021 801-06640 27.000 EACH| 100.00000 2700.00| | CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 4500.00000 4500.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 339,157.38| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 339,157.38| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 271,481.36 ROUTE : VARIOUS CALL ORDER : 430 CONTRACT ID : M -24936-A COUNTIES : VARIOUS LETTING DATE : 07/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/30/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 268,612.60 100.0000% ==================================================================================================================================== |(1) 35-0821499 | | |DREW, JAMES H. CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL REPAIR | | | 0001 601-01838 2501.000 EACH| 15.70000 39265.70| | GUARDRAIL POST, GALVANIZED, PLUMB IN | | | PLACE | | | 0002 601-03599 50.000 EACH| 115.00000 5750.00| | GUARDRAIL, THRIE BEAM, RAIL SECTION, | | | 3.810 m | | | 0003 601-06302 5.000 EACH| 2120.00000 10600.00| | IMPACT ATTENUATOR, RESET, R2, W1, 70 | | | km/h | | | 0004 601-06306 5.000 EACH| 2600.00000 13000.00| | IMPACT ATTENUATOR, RESET, R2, W1, 110 | | | km/h | | | 0005 601-52540 2.000 EACH| 1521.00000 3042.00| | GUARDRAIL TERMINAL SECTION, W BEAM | | | 0006 601-61340 50.000 EACH| 83.00000 4150.00| | GUARDRAIL POST, 23 kg PER m, GALVANIZED,| | | 1905 mm LONG | | | 0007 601-61390 25.000 EACH| 30.00000 750.00| | GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0008 601-61400 50.000 EACH| 450.00000 22500.00| | GUARDRAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0009 601-61401 4.000 EACH| 450.00000 1800.00| | GUARDRAIL BURIED END, STEEL, WITH | | | CONCRETE | | | 0010 601-61410 2.000 EACH| 45.00000 90.00| | GUARDRAIL TERMINAL SECTION, DOUBLEFACE, | | | GALVANIZED | | | 0011 601-61545 100.000 EACH| 7.70000 770.00| | GUARDRAIL POST, ALUMINUM, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 271,481.36 ROUTE : VARIOUS CALL ORDER : 430 CONTRACT ID : M -24936-A COUNTIES : VARIOUS LETTING DATE : 07/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 | | |DREW, JAMES H. CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-61550 2.000 EACH| 50.00000 100.00| | GUARDRAIL TERMINAL END SECTION, ALUMINUM| | | 0013 601-62070 2000.000 m | 23.20000 46400.00| | GUARDRAIL, STEEL BEAM, GALVANIZED | | | 0014 601-62080 48.000 m | 28.00000 1344.00| | GUARDRAIL, STEEL BEAM, CURVED SECTION, | | | GALVANIZED | | | 0015 601-62090 3000.000 m | 10.30000 30900.00| | GUARDRAIL, STEEL BEAM, INSTALL | | | 0016 601-62100 400.000 EACH| 23.00000 9200.00| | GUARDRAIL POST, STEEL, INSTALL | | | 0017 601-62110 3000.000 m | 10.30000 30900.00| | GUARDRAIL, CHANNEL, 10 kg PER m, INSTALL| | | 0018 601-62149 2.000 EACH| 87.00000 174.00| | GUARDRAIL POST, 23 kg PER m, GALVANIZED,| | | 2515 mm LONG | | | 0019 601-62150 25.000 EACH| 85.00000 2125.00| | GUARDRAIL POST, 23 kg PER m, GALVANIZED,| | | 2134 mm LONG | | | 0020 601-62460 5.000 EACH| 57.50000 287.50| | GUARDRAIL ANCHOR CABLE ASSEMBLY, 19 mm | | | 0021 601-62480 5.000 EACH| 69.00000 345.00| | GUARDRAIL BREAKAWAY CABLE TERMINAL, | | | POST OR ALTERNATE | | | 0022 601-62490 2.000 EACH| 69.00000 138.00| | GUARDRAIL, A, BREAKAWAY CABLE TERMINAL | | | FOUNDATION POST | | | 0023 601-62510 4.000 EACH| 30.85000 123.40| | GUARDRAIL BREAKAWAY CABLE TERMINAL, | | | MICHIGAN END SHOE | | | 0024 601-62554 300.000 m | 10.40000 3120.00| | GUARDRAIL, TUBING, ELLIPTICAL, ALUMINUM,| | | INSTALL | | | 0025 601-62570 6.000 EACH| 16.15000 96.90| | GUARDRAIL DIAPHRAGM, ALUMINUM | | | 0026 601-62580 10.000 EACH| 36.60000 366.00| | GUARDRAIL SPLICE BAR, ALUMINUM | | | 0027 601-62630 10.000 EACH| 116.00000 1160.00| | GUARDRAIL POST, ALUMINUM, 1905 mm | | | 0028 601-90360 2.000 EACH| 605.00000 1210.00| | GUARDRAIL BURIED END, ALUMINUM, SINGLE | | | FACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 271,481.36 ROUTE : VARIOUS CALL ORDER : 430 CONTRACT ID : M -24936-A COUNTIES : VARIOUS LETTING DATE : 07/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 | | |DREW, JAMES H. CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 601-90361 2.000 EACH| 935.00000 1870.00| | GUARDRAIL BURIED END, ALUMINUM, DOUBLE | | | FACE | | | 0030 601-90382 12.000 EACH| 75.00000 900.00| | GUARDRAIL POST, ALUMINUM, 2134 mm | | | 0031 601-90960 8.000 m | 13.15000 105.20| | GUARDRAIL, TUBE, ALUMINUM, III | | | 0032 601-91197 50.000 EACH| 15.50000 775.00| | GUARDRAIL POST BRACKET, 23 kg PER m, | | | ADJUSTABLE, 419 mm LONG | | | 0033 601-91426 2.000 EACH| 65.00000 130.00| | GUARDRAIL TERMINAL END SECTION, A | | | 0034 601-91504 4.000 EACH| 90.00000 360.00| | GUARDRAIL POST, W1, 250 mm X 250 mm | | | 0035 601-91505 4.000 EACH| 55.00000 220.00| | GUARDRAIL POST, W2, 200 mm X 200 mm | | | 0036 601-91510 4.000 EACH| 55.00000 220.00| | GUARDRAIL POST, W3, 200 mm X 200 mm | | | 0037 601-91511 4.000 EACH| 55.00000 220.00| | GUARDRAIL POST, W4, 200 mm X 200 mm | | | 0038 601-91542 4.000 EACH| 12.80000 51.20| | GUARDRAIL BLOCK, 150 mm X 200 mm, B1 | | | 0039 601-91575 4.000 EACH| 12.80000 51.20| | GUARDRAIL BLOCK, 150 mm X 200 mm, B2 | | | 0040 601-91576 4.000 EACH| 11.00000 44.00| | GUARDRAIL BLOCK, 150 mm X 200 mm, B3 | | | 0041 601-91649 3.000 EACH| 122.00000 366.00| | GUARDRAIL THRIE BEAM TRANSITION SECTION,| | | GALVANIZED | | | 0042 601-91653 3.000 EACH| 99.00000 297.00| | GUARDRAIL THRIE BEAM TERMINAL CONNECTOR,| | | GALVANIZED | | | 0043 601-92271 5.000 EACH| 7.50000 37.50| | GUARDRAIL POST BRACKET, GALVANIZED, | | | LABOR ONLY | | | 0044 601-93346 5.000 EACH| 100.00000 500.00| | GUARDRAIL CONNECTOR, AS | | | 0045 601-93594 4.000 EACH| 26.50000 106.00| | OFFSET BRACKET, ALUMINUM | | | 0046 601-94689 4.000 EACH| 3450.00000 13800.00| | GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 430 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 271,481.36 ROUTE : VARIOUS CALL ORDER : 430 CONTRACT ID : M -24936-A COUNTIES : VARIOUS LETTING DATE : 07/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 | | |DREW, JAMES H. CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0047 601-95972 10.000 EACH| 40.00000 400.00| | GUARDRAIL POST (CRT), 200 mm X 150 mm, | | | TREATED LUMBER, 1829 mm LONG | | | 0048 601-97947 20.000 EACH| 7.50000 150.00| | GUARDRAIL CLAMP BAR, ALUMINUM | | | 0049 601-97948 5.000 EACH| 73.00000 365.00| | GUARDRAIL POST, PADDLE, 23 kg PER m, | | | GALVANIZED, 1905 mm LONG | | | 0050 601-97949 5.000 EACH| 80.00000 400.00| | GUARDRAIL POST, PADDLE, 23 kg PER m, | | | GALVANIZED, 2515 mm LONG | | | 0051 601-97950 5.000 EACH| 9.00000 45.00| | GUARDRAIL POST BRACKET, TREATED TIMBER, | | | 150 mm X 150 mm | | | 0052 601-98637 10.000 EACH| 170.00000 1700.00| | GUARDRAIL BURIED END, TERMINAL | | | CONNECTOR, GALVANIZED | | | 0053 702-93722 3.000 m3 | 2850.00000 8550.00| | CONCRETE, C | | | 0054 706-62310 5.000 EACH| 29.50000 147.50| | BRIDGE RAILING BRACKET A, GALVANIZED | | | 0056 711-51823 20.000 EACH| 16.85000 337.00| | EXPANSION ANCHOR, 19 mm | | | 0057 711-93593 20.000 EACH| 15.00000 300.00| | OFFSET BRACKET, STEEL | | | 0058 801-06775 LUMP| 860.00000 860.00| | MAINTAINING TRAFFIC , LOCATION NO. 1 | | | 0059 801-06775 LUMP| 860.00000 860.00| | MAINTAINING TRAFFIC , LOCATION NO. 2 | | | 0060 801-06775 LUMP| 860.00000 860.00| | MAINTAINING TRAFFIC , LOCATION NO. 3 | | | 0061 801-06775 LUMP| 1292.50000 1292.50| | MAINTAINING TRAFFIC , LOCATION NO. 4 | | | 0062 801-06775 LUMP| 1292.50000 1292.50| | MAINTAINING TRAFFIC , LOCATION NO. 5 | | | 0063 801-06775 LUMP| 1292.50000 1292.50| | MAINTAINING TRAFFIC , LOCATION NO. 6 | | | SECTION TOTALS | $ 268,612.60| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 268,612.60| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 434 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 226,104.00 ROUTE : 114 CALL ORDER : 434 CONTRACT ID : M -24938-B COUNTIES : JASPER LETTING DATE : 07/18/00 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 35-1917625 MILESTONE CONTRACTORS, L.P. $ 228,102.80 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 237,063.40 103.9283% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 110-01001 LUMP| 11400.00000 11400.00| 13900.00000 13900.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 387.000 m2 | 8.00000 3096.00| 7.25000 2805.75| SURFACE MILLING, ASPHALT | | | 0003 303-04095 1020.000 Mg | 16.00000 16320.00| 20.75000 21165.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0004 305-05204 6.500 Mg | 300.00000 1950.00| 138.00000 897.00| HMA FOR PATCHING | | | 0005 305-05206 9.000 Mg | 300.00000 2700.00| 275.60000 2480.40| WIDENING WITH HMA | | | 0006 402-05495 3600.000 Mg | 45.00000 162000.00| 46.75000 168300.00| HMA WEDGE AND LEVEL | | | 0007 406-05520 10.700 Mg | 220.00000 2354.00| 237.50000 2541.25| ASPHALT FOR TACK COAT | | | 0008 610-05527 46.000 Mg | 90.00000 4140.00| 99.00000 4554.00| HMA FOR APPROACHES | | | 0009 615-06527 1.000 EACH| 450.00000 450.00| 402.30000 402.30| MONUMENT, SECTION CORNER | | | 0010 801-06207 500.000 m | 13.00000 6500.00| 3.50000 1750.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0011 801-06640 31.000 EACH| 57.00000 1767.00| 64.70000 2005.70| CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 13300.00000 13300.00| 13900.00000 13900.00| MAINTAINING TRAFFIC | | | 0013 808-06712 1480.000 m | 0.18000 266.40| 0.20000 296.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0014 808-06713 10300.000 m | 0.18000 1854.00| 0.20000 2060.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 434 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 226,104.00 ROUTE : 114 CALL ORDER : 434 CONTRACT ID : M -24938-B COUNTIES : JASPER LETTING DATE : 07/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06714 30.000 m | 0.18000 5.40| 0.20000 6.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 228,102.80| $ 237,063.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 228,102.80| $ 237,063.40| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 436 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 102,771.30 ROUTE : I-465 CALL ORDER : 436 CONTRACT ID : M -24996-B COUNTIES : MARION LETTING DATE : 07/18/00 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 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 103,039.70 100.0000% ==================================================================================================================================== |(1) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GORE BARRIER WALL | | | 0001 110-01001 LUMP| 5000.00000 5000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 305-05204 10.000 Mg | 95.00000 950.00| | HMA FOR PATCHING | | | 0003 601-06228 1.000 EACH| 58500.00000 58500.00| | IMPACT ATTENUATOR, CR, W1, TL-3, 110 | | | km/h | | | 0004 602-06639 199.000 m | 150.00000 29850.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0005 602-06729 48.000 EACH| 8.00000 384.00| | BARRIER DELINEATOR | | | 0006 801-06207 50.000 m | 3.00000 150.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0007 801-06640 5.000 EACH| 100.00000 500.00| | CONSTRUCTION SIGN, A | | | 0008 801-06710 30.000 DAY | 10.00000 300.00| | FLASHING ARROW SIGN | | | 0009 801-06775 LUMP| 4500.00000 4500.00| | MAINTAINING TRAFFIC | | | 0010 804-06725 8.000 EACH| 25.00000 200.00| | DELINEATOR WITH POST, D1, 75 mm | | | 0011 808-06705 257.000 m | 2.50000 642.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0012 808-06716 390.000 m | 2.00000 780.00| | LINE, REMOVE | | | 0013 808-75245 211.500 m | 1.80000 380.70| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 436 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 102,771.30 ROUTE : I-465 CALL ORDER : 436 CONTRACT ID : M -24996-B COUNTIES : MARION LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-75272 95.000 m | 9.50000 902.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | SECTION TOTALS | $ 103,039.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 103,039.70| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 438 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 51,162.50 ROUTE : SR 32 CALL ORDER : 438 CONTRACT ID : M -24997-B COUNTIES : DELAWARE LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08 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. $ 52,234.00 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE AND PAVEMENT MARKINGS | | | 0001 110-01001 LUMP| 10000.00000 10000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 714.000 m2 | 9.00000 6426.00| | SURFACE MILLING, ASPHALT | | | 0003 303-52309 8.000 Mg | 70.00000 560.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0004 402-05477 195.000 Mg | 65.00000 12675.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0005 406-05520 1.000 Mg | 200.00000 200.00| | ASPHALT FOR TACK COAT | | | 0006 610-05527 54.000 Mg | 65.00000 3510.00| | HMA FOR APPROACHES | | | 0007 720-44000 5.000 EACH| 500.00000 2500.00| | CASTING, ADJUST TO GRADE | | | 0008 801-06207 80.000 m | 6.00000 480.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0009 801-06640 14.000 EACH| 200.00000 2800.00| | CONSTRUCTION SIGN, A | | | 0010 801-06710 30.000 DAY | 30.00000 900.00| | FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 9100.00000 9100.00| | MAINTAINING TRAFFIC | | | 0012 808-05866 15.700 m2 | 40.00000 628.00| | PAVEMENT MESSAGE MARKING, REMOVE | | | 0013 808-06713 420.000 m | 1.25000 525.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0014 808-06714 360.000 m | 1.25000 450.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0015 808-06716 15.000 m | 20.00000 300.00| | LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 438 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 51,162.50 ROUTE : SR 32 CALL ORDER : 438 CONTRACT ID : M -24997-B COUNTIES : DELAWARE LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-75297 15.000 m | 20.00000 300.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0017 808-75320 8.000 EACH| 60.00000 480.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0018 808-75325 4.000 EACH| 100.00000 400.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 52,234.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 52,234.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 191,798.34 ROUTE : CALL ORDER : 440 CONTRACT ID : M -25016-A COUNTIES : ALLEN LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/15/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 160,800.00 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES $ 163,315.00 101.5640% 3 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 175,875.00 109.3750% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 211,975.00 131.8252% ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 |(3) 35-1016737 |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES |WAYNE ASPHALT & 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 105-06790 3.000 MOS | 600.00000 1800.00| 1200.00000 3600.00| 1200.00000 3600.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 8000.00000 8000.00| 4000.00000 4000.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 200.000 m2 | 10.00000 2000.00| 11.00000 2200.00| 6.00000 1200.00 SURFACE MILLING, ASPHALT | | | 0004 303-04095 200.000 Mg | 20.00000 4000.00| 30.00000 6000.00| 15.00000 3000.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0005 305-05204 725.000 Mg | 45.00000 32625.00| 61.00000 44225.00| 55.00000 39875.00 HMA FOR PATCHING | | | 0006 402-05495 1450.000 Mg | 35.00000 50750.00| 36.50000 52925.00| 40.00000 58000.00 HMA WEDGE AND LEVEL | | | 0007 402-05498 930.000 Mg | 40.00000 37200.00| 38.50000 35805.00| 40.00000 37200.00 HMA FOR PARKING AREA | | | 0008 406-05520 8.000 Mg | 165.00000 1320.00| 85.00000 680.00| 225.00000 1800.00 ASPHALT FOR TACK COAT | | | 0009 610-05527 140.000 Mg | 55.00000 7700.00| 50.00000 7000.00| 40.00000 5600.00 HMA FOR APPROACHES | | | 0010 720-44000 18.000 EACH| 155.00000 2790.00| 235.00000 4230.00| 200.00000 3600.00 CASTING, ADJUST TO GRADE | | | 0011 801-06640 10.000 EACH| 25.00000 250.00| 65.00000 650.00| 100.00000 1000.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 12365.00000 12365.00| 2000.00000 2000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 160,800.00| $ 163,315.00| $ 175,875.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 160,800.00| $ 163,315.00| $ 175,875.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 191,798.34 ROUTE : CALL ORDER : 440 CONTRACT ID : M -25016-A COUNTIES : ALLEN LETTING DATE : 07/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 105-06790 3.000 MOS | 1600.00000 4800.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 10000.00000 10000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 200.000 m2 | 25.00000 5000.00| | SURFACE MILLING, ASPHALT | | | 0004 303-04095 200.000 Mg | 15.00000 3000.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0005 305-05204 725.000 Mg | 95.00000 68875.00| | HMA FOR PATCHING | | | 0006 402-05495 1450.000 Mg | 40.00000 58000.00| | HMA WEDGE AND LEVEL | | | 0007 402-05498 930.000 Mg | 40.00000 37200.00| | HMA FOR PARKING AREA | | | 0008 406-05520 8.000 Mg | 250.00000 2000.00| | ASPHALT FOR TACK COAT | | | 0009 610-05527 140.000 Mg | 65.00000 9100.00| | HMA FOR APPROACHES | | | 0010 720-44000 18.000 EACH| 250.00000 4500.00| | CASTING, ADJUST TO GRADE | | | 0011 801-06640 10.000 EACH| 50.00000 500.00| | CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 9000.00000 9000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 211,975.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 211,975.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 266,292.70 ROUTE : VARIOUS CALL ORDER : 450 CONTRACT ID : M -25065-A COUNTIES : MARION BOONE LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SHELBY OTHERS CONTRACT TIME : 11/30/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 994900A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 179,347.45 100.0000% ==================================================================================================================================== |(1) 35-0821499 | | |DREW, JAMES H. CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL, MAINTENANCE OR REPAIR | | | 0001 105-06790 20.000 MOS | 900.00000 18000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 250.00000 250.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 601-03443 12.000 EACH| 58.15000 697.80| | CAT UNIT FOUNDATION TUBE, MK ST WITH | | | SOIL PLATES, MK SP LABOR ONLY | | | 0004 601-03452 20.000 EACH| 60.00000 1200.00| | EXCAVATION OF DAMAGED STEEL BEAM | | | GUARDRAIL BURIED END SECTION, LABOR ONLY| | | 0005 601-03453 150.000 EACH| 3.80000 570.00| | GUARDRAIL, CLAMP BAR, 181 mm, ALUMINUM | | | 0006 601-03454 2.000 EACH| 85.00000 170.00| | GUARDRAIL, ALUMINUM MODIFIED TERMINAL | | | ENDS | | | 0007 601-03455 2.000 EACH| 13.70000 27.40| | GUARDRAIL, ALUMINUM OFFSET BRACKET, | | | TYPE E | | | 0008 601-03456 2.000 EACH| 41.20000 82.40| | GUARDRAIL POST, WOOD TYPE W5 | | | 0009 601-03457 2.000 EACH| 125.00000 250.00| | GUARDRAIL W THRIE BEAM RAIL SECTION, | | | 3.810 m | | | 0010 601-03460 381.000 m | 7.50000 2857.50| | GUARDRAIL, CHANNEL, 10 kg PER m, LABOR | | | ONLY | | | 0011 601-03462 10.000 EACH| 44.50000 445.00| | GUARDRAIL, POST STEEL, 12.5 kg PER m, | | | 2.1 m | | | 0012 601-03464 20.000 EACH| 29.00000 580.00| | GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 266,292.70 ROUTE : VARIOUS CALL ORDER : 450 CONTRACT ID : M -25065-A COUNTIES : MARION BOONE LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SHELBY OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 | | |DREW, JAMES H. CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 601-03469 1300.000 EACH| 2.85000 3705.00| | W BEAM BACK UP PLATE, STEEL | | | 0014 601-03471 10.000 EACH| 2750.00000 27500.00| | CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY | | | 0015 601-03492 LUMP| 2000.00000 2000.00| | GUARDRAIL, MISCELLANEOUS MATERIAL, AND | | | LABOR FOR REPAIR | | | 0016 601-06798 50.000 EACH| 8.00000 400.00| | TIMBER BLOCK | | | 0017 601-61370 60.000 EACH| 12.00000 720.00| | GUARDRAIL POST BRACKET, 12.6 kg PER m, | | | GALVANIZED, 362 mm | | | 0018 601-61545 5.000 EACH| 14.00000 70.00| | GUARDRAIL POST, ALUMINUM, INSTALL , | | | LABOR ONLY | | | 0019 601-62070 4877.000 m | 16.90000 82421.30| | GUARDRAIL, STEEL BEAM, GALVANIZED | | | 0020 601-62080 38.000 m | 19.50000 741.00| | GUARDRAIL, STEEL BEAM, CURVED SECTION, | | | GALVANIZED | | | 0021 601-62100 125.000 EACH| 21.00000 2625.00| | GUARDRAIL POST, STEEL, INSTALL , LABOR | | | ONLY | | | 0022 601-62540 1500.000 EACH| 14.50000 21750.00| | GUARDRAIL POST, PLUMB | | | 0023 601-62555 122.000 m | 1.55000 189.10| | GUARDRAIL, TUBING, ELLIPTICAL, ALUMINUM,| | | LABOR ONLY | | | 0024 601-62570 6.000 EACH| 2.00000 12.00| | GUARDRAIL DIAPHRAGM, ALUMINUM | | | 0025 601-62580 35.000 EACH| 14.05000 491.75| | GUARDRAIL SPLICE BAR, ALUMINUM | | | 0026 601-91468 200.000 EACH| 35.00000 7000.00| | GUARDRAIL POST, 12.65 kg PER m, | | | GALVANIZED, 1829mm LONG | | | 0027 601-91504 2.000 EACH| 48.90000 97.80| | GUARDRAIL POST, W1, 250 mm X 250 mm | | | 0028 601-91505 2.000 EACH| 38.90000 77.80| | GUARDRAIL POST, W2, 200 mm X 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 266,292.70 ROUTE : VARIOUS CALL ORDER : 450 CONTRACT ID : M -25065-A COUNTIES : MARION BOONE LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SHELBY OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 | | |DREW, JAMES H. CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 601-91510 2.000 EACH| 38.90000 77.80| | GUARDRAIL POST, W3, 200 mm X 200 mm | | | 0030 601-91511 2.000 EACH| 38.90000 77.80| | GUARDRAIL POST, W4, 200 mm X 200 mm | | | 0031 601-91542 2.000 EACH| 11.00000 22.00| | GUARDRAIL BLOCK, 150 mm X 200 mm, B1 | | | 0032 601-91575 4.000 EACH| 11.00000 44.00| | GUARDRAIL BLOCK, 150 mm X 200 mm, B2 | | | 0033 601-91576 4.000 EACH| 9.50000 38.00| | GUARDRAIL BLOCK, 150 mm X 200 mm, B3 | | | 0034 601-91649 4.000 EACH| 100.00000 400.00| | GUARDRAIL THRIE BEAM TRANSITION SECTION,| | | GALVANIZED | | | 0035 601-91653 1.000 EACH| 90.00000 90.00| | GUARDRAIL THRIE BEAM TERMINAL CONNECTOR,| | | GALVANIZED | | | 0036 601-91654 1.000 EACH| 50.00000 50.00| | GUARDRAIL ROUND NOSE SUPPORT ATTACHMENT,| | | GALVANIZED | | | 0037 601-91656 1.000 EACH| 50.00000 50.00| | GUARDRAIL SQUARE NOSE SUPPORT | | | ATTACHMENT, GALVANIZED | | | 0038 601-92271 150.000 EACH| 5.00000 750.00| | GUARDRAIL POST BRACKET, GALVANIZED, | | | LABOR ONLY | | | 0039 601-92355 3.000 EACH| 35.00000 105.00| | GUARDRAIL STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE | | | 0040 601-95342 12.000 EACH| 66.00000 792.00| | GUARDRAIL SPLICE PLATE, C, GALVANIZED | | | 0041 601-97054 5.000 EACH| 12.50000 62.50| | GUARDRAIL BRACKET, STEEL, OFFSET | | | 0042 706-03449 3.000 EACH| 67.50000 202.50| | CONCRETE BRIDGE RAILING BRACKETS, TYPE | | | A, FOR BARRIER X RAIL | | | 0043 706-03450 1.000 EACH| 67.50000 67.50| | CONCRETE BRIDGE RAILING BRACKET, TYPE B,| | | FOR BARRIER X RAIL | | | 0044 706-03451 1.000 EACH| 67.50000 67.50| | CONCRETE BRIDGE RAILING BRACKET, TYPE C | | | FOR BARRIER X RAIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/25/00 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 266,292.70 ROUTE : VARIOUS CALL ORDER : 450 CONTRACT ID : M -25065-A COUNTIES : MARION BOONE LETTING DATE : 07/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SHELBY OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 | | |DREW, JAMES H. CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0045 801-06640 6.000 EACH| 170.00000 1020.00| | CONSTRUCTION SIGN, A | | | 0046 801-06775 LUMP| 500.00000 500.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 179,347.45| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 179,347.45| | ====================================================================================================================================