INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 169,132.81 ROUTE : SR 43 CALL ORDER : 390 CONTRACT ID : M -23591-B COUNTIES : TIPPECANOE LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/08/99 COMPLETION DATE 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. $ 169,297.20 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 1800.00000 7200.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3500.00000 3500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 8450.00000 8450.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-92431 17.500 Mg | 37.00000 647.50| | RIPRAP, REMOVE | | | 0005 203-02000 179.500 m3 | 30.00000 5385.00| | EXCAVATION, COMMON | | | 0006 211-02060 114.100 m3 | 30.00000 3423.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0007 213-52830 132.000 m3 | 100.00000 13200.00| | FLOWABLE MORTAR | | | 0008 213-52831 7.000 EACH| 100.00000 700.00| | DRILLED HOLE FOR FLOWABLE MORTAR | | | 0009 616-02320 70.100 m2 | 11.00000 771.10| | GEOTEXTILES | | | 0010 616-03472 56.800 Mg | 62.00000 3521.60| | RIPRAP, REVETMENT 450 mm | | | 0011 621-01004 1.000 EACH| 325.00000 325.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0012 621-06559 90.000 m2 | 5.00000 450.00| | MULCHED SEEDING, R | | | 0013 715-04632 1.000 EACH| 1200.00000 1200.00| | PIPE END SECTION, PRECAST CONCRETE, 900 | | | mm | | | 0014 715-05024 1.000 m | 500.00000 500.00| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 390 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 169,132.81 ROUTE : SR 43 CALL ORDER : 390 CONTRACT ID : M -23591-B COUNTIES : TIPPECANOE LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 716-02836 47.000 m | 2000.00000 94000.00| | PIPE, JACKED, REINFORCED CONCRETE, IV, | | | 900 mm | | | 0016 720-45515 2.000 EACH| 7700.00000 15400.00| | MANHOLE, D4, MODIFIED | | | 0017 801-06640 13.000 EACH| 48.00000 624.00| | CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 169,297.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 169,297.20| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 105,427.00 ROUTE : US 24 CALL ORDER : 400 CONTRACT ID : M -23714-A COUNTIES : JASPER NEWTON LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE 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 35-1965249 TRIAD CONSTRUCTION, INC. $ 106,940.40 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 118,605.74 110.9082% 3 35-1643252 C-TECH CORPORATION, INC. $ 131,214.94 122.6991% ==================================================================================================================================== |(1) 35-1965249 |(2) 35-0821499 |(3) 35-1643252 |TRIAD CONSTRUCTION, INC. |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARD RAIL REPLACEMENT | | | 0001 110-01001 LUMP| 6600.00000 6600.00| 4090.99000 4090.99| 13800.00000 13800.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02241 46.000 m | 8.00000 368.00| 8.33000 383.18| 9.80000 450.80 GUARDRAIL, REMOVE | | | 0003 203-02070 500.000 m3 | 10.50000 5250.00| 45.38000 22690.00| 39.75000 19875.00 BORROW | | | 0004 303-60905 220.000 Mg | 28.50000 6270.00| 55.65000 12243.00| 37.40000 8228.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | SIZE NO. 73 | | | 0005 601-01700 2.000 EACH| 1750.00000 3500.00| 1514.28000 3028.56| 1500.00000 3000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0006 601-01839 1.000 EACH| 1650.00000 1650.00| 1514.28000 1514.28| 1500.00000 1500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0007 601-02636 23.000 m | 50.00000 1150.00| 37.83000 870.09| 51.25000 1178.75 GUARDRAIL, W BEAM, NESTED | | | 0008 601-03130 8.000 EACH| 350.00000 2800.00| 222.68000 1781.44| 305.00000 2440.00 GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | 0010 601-94689 9.000 EACH| 4700.00000 42300.00| 2966.28000 26696.52| 3190.00000 28710.00 GUARDRAIL END TREATMENT, OS | | | 0011 601-97774 5.000 EACH| 2050.00000 10250.00| 1926.00000 9630.00| 2100.00000 10500.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0012 601-99105 433.500 m | 30.00000 13005.00| 30.70000 13308.45| 30.80000 13351.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0013 616-06406 60.000 m2 | 36.50000 2190.00| 96.30000 5778.00| 70.10000 4206.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 105,427.00 ROUTE : US 24 CALL ORDER : 400 CONTRACT ID : M -23714-A COUNTIES : JASPER NEWTON LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1965249 |(2) 35-0821499 |(3) 35-1643252 |TRIAD CONSTRUCTION, INC. |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 621-01004 1.000 EACH| 550.00000 550.00| 525.00000 525.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06559 500.000 m2 | 2.55000 1275.00| 2.55000 1275.00| 2.75000 1375.00 MULCHED SEEDING, R | | | 0016 801-06640 18.000 EACH| 60.00000 1080.00| 60.00000 1080.00| 60.00000 1080.00 CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 3900.00000 3900.00| 9922.67000 9922.67| 16400.00000 16400.00 MAINTAINING TRAFFIC | | | 0018 601-03873 53.360 m | 90.00000 4802.40| 71.00000 3788.56| 84.70000 4519.59 GUARDRAIL, W THRIE BEAM, NESTED | | | SECTION TOTALS | $ 106,940.40| $ 118,605.74| $ 131,214.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 106,940.40| $ 118,605.74| $ 131,214.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 95,000.00 ROUTE : SR 550 CALL ORDER : 410 CONTRACT ID : M -23982-A COUNTIES : MARTIN LETTING DATE : 08/17/99 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 & CONSTRUCTION COMPANY, INC. $ 89,923.70 100.0000% 2 35-2064912 B & P CONSTRUCTION, INC. $ 94,056.52 104.5959% 3 35-1817574 YARDBERRY LANDSCAPE COMPANY $ 94,730.04 105.3449% 4 35-0958970 LUTGRING BROTHERS, INC. $ 96,809.65 107.6575% 5 35-1801998 CLR, INC. $ 98,177.00 109.1781% 6 35-2070195 ALPHA EXCAVATING & LANDSCAPING, INC. $ 113,638.50 126.3721% 7 35-1763075 NAAS BROTHERS TRUCKING, INC. $ 117,055.95 130.1725% 8 35-1616373 OXLEY, SAM & COMPANY, INC. $ 117,283.30 130.4253% 9 35-1418333 ROGERS GROUP, INC. $ 123,189.00 136.9928% ==================================================================================================================================== |(1) 35-1009310 |(2) 35-2064912 |(3) 35-1817574 |DEIG BROTHERS LUMBER & CONST|B & P CONSTRUCTION, INC. |YARDBERRY LANDSCAPE COMPANY 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 | 700.00000 2100.00| 1700.00000 5100.00| 1100.00000 3300.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 4400.00000 4400.00| 11645.00000 11645.00| 3000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 203-02020 30.000 m3 | 24.00000 720.00| 110.00000 3300.00| 50.00000 1500.00 EXCAVATION, UNCLASSIFIED | | | 0004 203-91878 140.000 m | 35.00000 4900.00| 10.00000 1400.00| 21.00000 2940.00 LINEAR DITCH GRADING | | | 0005 211-02060 293.000 m3 | 31.00000 9083.00| 21.65000 6343.45| 25.00000 7325.00 B BORROW FOR STRUCTURE BACKFILL | | | 0006 303-04095 20.000 Mg | 25.00000 500.00| 50.00000 1000.00| 35.00000 700.00 COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | 0007 402-05477 60.000 Mg | 116.00000 6960.00| 109.13000 6547.80| 65.00000 3900.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0008 616-02320 427.000 m2 | 3.10000 1323.70| 2.25000 960.75| 3.00000 1281.00 GEOTEXTILES | | | 0009 616-03472 280.000 Mg | 28.00000 7840.00| 16.00000 4480.00| 31.00000 8680.00 RIPRAP, REVETMENT 450 mm | | | 0010 714-06391 9.760 m | 4575.00000 44652.00| 4057.84000 39604.52| 5635.25000 55000.04 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6000 mm X 1500 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 95,000.00 ROUTE : SR 550 CALL ORDER : 410 CONTRACT ID : M -23982-A COUNTIES : MARTIN LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-2064912 |(3) 35-1817574 |DEIG BROTHERS LUMBER & CONST|B & P CONSTRUCTION, INC. |YARDBERRY LANDSCAPE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 801-04308 2.000 EACH| 90.00000 180.00| 87.50000 175.00| 150.00000 300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0012 801-06049 15.000 m | 3.00000 45.00| 2.00000 30.00| 20.00000 300.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0013 801-06605 4.000 EACH| 60.00000 240.00| 55.00000 220.00| 36.00000 144.00 BARRICADE, IIIA | | | 0014 801-06625 15.000 EACH| 60.00000 900.00| 55.00000 825.00| 68.00000 1020.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0015 801-06640 32.000 EACH| 60.00000 1920.00| 55.00000 1760.00| 70.00000 2240.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 3500.00000 3500.00| 9000.00000 9000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0017 808-75996 10.000 EACH| 20.00000 200.00| 40.00000 400.00| 50.00000 500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-75998 10.000 EACH| 46.00000 460.00| 126.50000 1265.00| 60.00000 600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 89,923.70| $ 94,056.52| $ 94,730.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 89,923.70| $ 94,056.52| $ 94,730.04 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 410 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 95,000.00 ROUTE : SR 550 CALL ORDER : 410 CONTRACT ID : M -23982-A COUNTIES : MARTIN LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0958970 |(5) 35-1801998 |(6) 35-2070195 |LUTGRING BROTHERS, INC. |CLR, 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 | 1820.00000 5460.00| 925.00000 2775.00| 1900.00000 5700.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 4400.00000 4400.00| 4900.00000 4900.00| 5500.00000 5500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 203-02020 30.000 m3 | 52.00000 1560.00| 38.00000 1140.00| 15.00000 450.00 EXCAVATION, UNCLASSIFIED | | | 0004 203-91878 140.000 m | 38.00000 5320.00| 12.00000 1680.00| 15.50000 2170.00 LINEAR DITCH GRADING | | | 0005 211-02060 293.000 m3 | 28.50000 8350.50| 43.00000 12599.00| 17.50000 5127.50 B BORROW FOR STRUCTURE BACKFILL | | | 0006 303-04095 20.000 Mg | 91.00000 1820.00| 40.00000 800.00| 18.50000 370.00 COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | 0007 402-05477 60.000 Mg | 103.00000 6180.00| 105.00000 6300.00| 126.00000 7560.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0008 616-02320 427.000 m2 | 2.45000 1046.15| 8.00000 3416.00| 2.00000 854.00 GEOTEXTILES | | | 0009 616-03472 280.000 Mg | 18.50000 5180.00| 16.00000 4480.00| 19.50000 5460.00 RIPRAP, REVETMENT 450 mm | | | 0010 714-06391 9.760 m | 5350.00000 52216.00| 5200.00000 50752.00| 7200.00000 70272.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6000 mm X 1500 mm | | | 0011 801-04308 2.000 EACH| 80.00000 160.00| 90.00000 180.00| 150.00000 300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0012 801-06049 15.000 m | 10.00000 150.00| 10.00000 150.00| 5.00000 75.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0013 801-06605 4.000 EACH| 52.00000 208.00| 55.00000 220.00| 100.00000 400.00 BARRICADE, IIIA | | | 0014 801-06625 15.000 EACH| 52.00000 780.00| 55.00000 825.00| 100.00000 1500.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0015 801-06640 32.000 EACH| 52.00000 1664.00| 55.00000 1760.00| 100.00000 3200.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 1000.00000 1000.00| 5500.00000 5500.00| 1500.00000 1500.00 MAINTAINING TRAFFIC | | | 0017 808-75996 10.000 EACH| 11.50000 115.00| 20.00000 200.00| 120.00000 1200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-75998 10.000 EACH| 120.00000 1200.00| 50.00000 500.00| 200.00000 2000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 410 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 95,000.00 ROUTE : SR 550 CALL ORDER : 410 CONTRACT ID : M -23982-A COUNTIES : MARTIN LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0958970 |(5) 35-1801998 |(6) 35-2070195 |LUTGRING BROTHERS, INC. |CLR, INC. |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 96,809.65| $ 98,177.00| $ 113,638.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 96,809.65| $ 98,177.00| $ 113,638.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 410 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 95,000.00 ROUTE : SR 550 CALL ORDER : 410 CONTRACT ID : M -23982-A COUNTIES : MARTIN LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1763075 |(8) 35-1616373 |(9) 35-1418333 |NAAS BROTHERS TRUCKING, INC.|OXLEY, SAM & COMPANY, INC. |ROGERS GROUP, 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 | 1200.00000 3600.00| 2000.00000 6000.00| 1500.00000 4500.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 24887.50000 24887.50| 5864.00000 5864.00| 11114.00000 11114.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 203-02020 30.000 m3 | 50.00000 1500.00| 10.95000 328.50| 100.00000 3000.00 EXCAVATION, UNCLASSIFIED | | | 0004 203-91878 140.000 m | 30.00000 4200.00| 39.45000 5523.00| 55.00000 7700.00 LINEAR DITCH GRADING | | | 0005 211-02060 293.000 m3 | 30.00000 8790.00| 50.58000 14819.94| 42.00000 12306.00 B BORROW FOR STRUCTURE BACKFILL | | | 0006 303-04095 20.000 Mg | 20.00000 400.00| 102.00000 2040.00| 20.00000 400.00 COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | 0007 402-05477 60.000 Mg | 50.00000 3000.00| 109.10000 6546.00| 85.00000 5100.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0008 616-02320 427.000 m2 | 3.00000 1281.00| 4.44000 1895.88| 9.00000 3843.00 GEOTEXTILES | | | 0009 616-03472 280.000 Mg | 26.00000 7280.00| 18.18000 5090.40| 50.00000 14000.00 RIPRAP, REVETMENT 450 mm | | | 0010 714-06391 9.760 m | 5745.64000 56077.45| 5932.60000 57902.18| 5500.00000 53680.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6000 mm X 1500 mm | | | 0011 801-04308 2.000 EACH| 75.00000 150.00| 100.00000 200.00| 75.00000 150.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0012 801-06049 15.000 m | 6.00000 90.00| 3.50000 52.50| 3.27000 49.05 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0013 801-06605 4.000 EACH| 50.00000 200.00| 66.00000 264.00| 50.00000 200.00 BARRICADE, IIIA | | | 0014 801-06625 15.000 EACH| 50.00000 750.00| 93.50000 1402.50| 50.00000 750.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0015 801-06640 32.000 EACH| 50.00000 1600.00| 66.00000 2112.00| 50.00000 1600.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 2000.00000 2000.00| 6112.40000 6112.40| 3581.95000 3581.95 MAINTAINING TRAFFIC | | | 0017 808-75996 10.000 EACH| 10.00000 100.00| 25.00000 250.00| 6.50000 65.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-75998 10.000 EACH| 115.00000 1150.00| 88.00000 880.00| 115.00000 1150.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 410 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 95,000.00 ROUTE : SR 550 CALL ORDER : 410 CONTRACT ID : M -23982-A COUNTIES : MARTIN LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1763075 |(8) 35-1616373 |(9) 35-1418333 |NAAS BROTHERS TRUCKING, INC.|OXLEY, SAM & COMPANY, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 117,055.95| $ 117,283.30| $ 123,189.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 117,055.95| $ 117,283.30| $ 123,189.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 415 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 163,473.83 ROUTE : 15 CALL ORDER : 415 CONTRACT ID : M -24354-B COUNTIES : GRANT LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/31/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1505753 GAUNT & SON ASPHALT, INC. $ 163,745.07 100.0000% 2 35-1139301 E & B PAVING, INC. $ 189,080.00 115.4721% ==================================================================================================================================== |(1) 35-1505753 |(2) 35-1139301 | |GAUNT & SON ASPHALT, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-06790 3.000 MOS | 1250.00000 3750.00| 1500.00000 4500.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8500.00000 8500.00| 8000.00000 8000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18200.00000 18200.00| 15500.00000 15500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 67.300 m | 20.75000 1396.48| 40.00000 2692.00| CURB, CONCRETE, REMOVE | | | 0005 203-02444 0.210 STA | 36000.00000 7560.00| 20000.00000 4200.00| GRADING FOR DITCH AND SLOPE CONSTRUCTION| | | 0006 211-02060 9.100 m3 | 15.00000 136.50| 50.00000 455.00| B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-52308 150.000 Mg | 19.00000 2850.00| 35.00000 5250.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0008 303-52309 300.000 Mg | 20.00000 6000.00| 35.00000 10500.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0009 305-05204 225.000 Mg | 100.00000 22500.00| 100.00000 22500.00| HMA FOR PATCHING | | | 0010 305-60400 125.000 Mg | 19.00000 2375.00| 35.00000 4375.00| COMPACTED AGGREGATE FOR PATCHING | | | 0011 402-05481 575.000 Mg | 46.40000 26680.00| 50.00000 28750.00| HMA BASE 25.0 mm, SHOULDER | | | 0012 402-05490 100.000 Mg | 70.00000 7000.00| 50.00000 5000.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0013 406-05520 1.500 Mg | 400.00000 600.00| 220.00000 330.00| ASPHALT FOR TACK COAT | | | 0014 601-06035 524.500 m | 12.10000 6346.45| 17.00000 8916.50| GUARDRAIL, RESET | | | 0015 605-06120 49.300 m | 71.85000 3542.21| 130.00000 6409.00| CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 415 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 163,473.83 ROUTE : 15 CALL ORDER : 415 CONTRACT ID : M -24354-B COUNTIES : GRANT LETTING DATE : 08/17/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1505753 |(2) 35-1139301 | |GAUNT & SON ASPHALT, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 605-97170 555.900 m | 16.70000 9283.53| 15.00000 8338.50| CURB, PRECAST CONCRETE | | | 0017 610-05527 60.000 Mg | 100.00000 6000.00| 50.00000 3000.00| HMA FOR APPROACHES | | | 0018 616-06405 50.000 Mg | 48.65000 2432.50| 55.00000 2750.00| RIPRAP, REVETMENT | | | 0019 621-01004 1.000 EACH| 510.00000 510.00| 450.00000 450.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-06559 750.000 m2 | 3.40000 2550.00| 3.00000 2250.00| MULCHED SEEDING, R | | | 0021 715-05149 3.500 m | 225.00000 787.50| 135.00000 472.50| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0022 715-05151 14.000 m | 85.00000 1190.00| 135.00000 1890.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0023 715-46005 2.000 EACH| 180.00000 360.00| 250.00000 500.00| PIPE END SECTION, 375 mm | | | 0024 720-44055 6.000 EACH| 815.00000 4890.00| 800.00000 4800.00| CASTING, 10, FURNISH AND ADJUST TO GRADE| | | 0025 720-45005 2.000 EACH| 1400.00000 2800.00| 2500.00000 5000.00| INLET, A2 | | | 0026 720-45045 1.000 EACH| 1580.00000 1580.00| 2500.00000 2500.00| INLET, J10 | | | 0027 720-96995 6.000 EACH| 300.00000 1800.00| 1000.00000 6000.00| CLEAN INLET | | | 0028 801-06640 18.000 EACH| 60.00000 1080.00| 75.00000 1350.00| CONSTRUCTION SIGN, A | | | 0029 801-06710 15.000 DAY | 25.00000 375.00| 25.00000 375.00| FLASHING ARROW SIGN | | | 0030 801-06775 LUMP| 8800.00000 8800.00| 20000.00000 20000.00| MAINTAINING TRAFFIC | | | 0031 805-01843 3.000 EACH| 285.00000 855.00| 330.00000 990.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0032 808-06713 340.000 m | 2.40000 816.00| 1.50000 510.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0033 808-75297 3.900 m | 51.00000 198.90| 135.00000 526.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | SECTION TOTALS | $ 163,745.07| $ 189,080.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 163,745.07| $ 189,080.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,738.95 ROUTE : SR 65 CALL ORDER : 420 CONTRACT ID : M -24366-A COUNTIES : VANDERBURGH LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 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. $ 179,128.04 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 209,000.00 116.6763% 3 35-0626844 RUDOLPH, J.H. & COMPANY, INC. $ 210,711.20 117.6316% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIPE REPLACEMENT AND WEDGE AND LEVEL | | | 0001 105-06790 8.000 MOS | 1200.00000 9600.00| 1100.00000 8800.00| 1000.00000 8000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 7000.00000 7000.00| 10400.00000 10400.00| 10408.00000 10408.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 3500.00000 3500.00| 2090.00000 2090.00| 3250.00000 3250.00 CLEARING RIGHT OF WAY | | | 0004 203-02000 75.000 m3 | 21.75000 1631.25| 23.00000 1725.00| 17.50000 1312.50 EXCAVATION, COMMON | | | 0005 205-02229 27.000 m | 14.65000 395.55| 14.35000 387.45| 15.50000 418.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0006 205-02234 9.000 EACH| 86.70000 780.30| 85.00000 765.00| 89.25000 803.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0007 211-02060 850.000 m3 | 25.80000 21930.00| 26.00000 22100.00| 12.00000 10200.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-60905 325.000 Mg | 21.00000 6825.00| 18.00000 5850.00| 25.60000 8320.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | SIZE NO. 73 | | | 0009 305-05204 200.000 Mg | 75.00000 15000.00| 130.00000 26000.00| 56.00000 11200.00 HMA FOR PATCHING | | | 0010 402-05495 1275.000 Mg | 37.00000 47175.00| 47.00000 59925.00| 48.50000 61837.50 HMA WEDGE AND LEVEL | | | 0011 405-05517 9.500 Mg | 300.00000 2850.00| 400.00000 3800.00| 209.00000 1985.50 ASPHALT FOR PRIME COAT | | | 0012 406-05520 4.500 Mg | 179.00000 805.50| 140.00000 630.00| 176.00000 792.00 ASPHALT FOR TACK COAT | | | 0013 601-06035 12.000 m | 261.51000 3138.12| 100.00000 1200.00| 50.00000 600.00 GUARDRAIL, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 201,738.95 ROUTE : SR 65 CALL ORDER : 420 CONTRACT ID : M -24366-A COUNTIES : VANDERBURGH LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 616-02320 150.000 m2 | 3.00000 450.00| 3.00000 450.00| 4.50000 675.00 GEOTEXTILES | | | 0015 616-06405 200.000 Mg | 35.40000 7080.00| 36.00000 7200.00| 31.00000 6200.00 RIPRAP, REVETMENT | | | 0016 621-01004 1.000 EACH| 663.00000 663.00| 650.00000 650.00| 682.50000 682.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0017 621-06559 100.000 m2 | 4.25000 425.00| 4.15000 415.00| 4.35000 435.00 MULCHED SEEDING, R | | | 0018 715-05121 75.000 m | 210.00000 15750.00| 250.00000 18750.00| 404.00000 30300.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0019 715-05123 55.000 m | 223.40000 12287.00| 265.00000 14575.00| 330.00000 18150.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0020 801-04308 2.000 EACH| 484.50000 969.00| 475.00000 950.00| 498.75000 997.50 ROAD CLOSURE SIGN ASSEMBLY | | | 0021 801-06049 708.000 m | 0.74000 523.92| 1.00000 708.00| 2.50000 1770.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0022 801-06605 4.000 EACH| 234.60000 938.40| 230.00000 920.00| 241.50000 966.00 BARRICADE, IIIA | | | 0023 801-06625 42.000 EACH| 63.25000 2656.50| 62.00000 2604.00| 65.10000 2734.20 DETOUR ROUTE MARKER ASSEMBLY | | | 0024 801-06640 51.000 EACH| 127.50000 6502.50| 125.00000 6375.00| 131.25000 6693.75 CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP| 2500.00000 2500.00| 4130.55000 4130.55| 14000.00000 14000.00 MAINTAINING TRAFFIC | | | 0026 808-75996 190.000 EACH| 5.10000 969.00| 5.00000 950.00| 5.25000 997.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-75998 190.000 EACH| 35.70000 6783.00| 35.00000 6650.00| 36.75000 6982.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 179,128.04| $ 209,000.00| $ 210,711.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 179,128.04| $ 209,000.00| $ 210,711.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 125,130.00 ROUTE : SR 37 CALL ORDER : 430 CONTRACT ID : M -24369-A COUNTIES : LAWRENCE LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 85,890.00 100.0000% ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TURN LANE CONSTRUCTION | | | 0001 105-06790 3.000 MOS | 800.00000 2400.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 5000.00000 5000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 203-02000 450.000 m3 | 22.00000 9900.00| | EXCAVATION, COMMON | | | 0004 203-02080 0.400 km | 3000.00000 1200.00| | LINEAR GRADING | | | 0005 205-02229 9.000 m | 30.00000 270.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0006 303-52308 504.000 Mg | 21.00000 10584.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0007 303-60905 80.000 Mg | 50.00000 4000.00| | COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0008 305-05204 15.000 Mg | 150.00000 2250.00| | HMA FOR PATCHING | | | 0009 402-05468 505.000 Mg | 42.00000 21210.00| | HMA BASE 25.0 mm, MAINLINE | | | 0010 402-05474 235.000 Mg | 43.50000 10222.50| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0011 402-05477 120.000 Mg | 72.00000 8640.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0012 405-05517 1.000 Mg | 150.00000 150.00| | ASPHALT FOR PRIME COAT | | | 0013 406-05520 2.000 Mg | 175.00000 350.00| | ASPHALT FOR TACK COAT | | | 0014 621-06559 500.000 m2 | 1.00000 500.00| | MULCHED SEEDING, R | | | 0015 801-06640 13.000 EACH| 50.00000 650.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 125,130.00 ROUTE : SR 37 CALL ORDER : 430 CONTRACT ID : M -24369-A COUNTIES : LAWRENCE LETTING DATE : 08/17/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06775 LUMP| 7511.00000 7511.00| | MAINTAINING TRAFFIC | | | 0017 808-06713 185.000 m | 1.00000 185.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0018 808-06714 350.000 m | 1.00000 350.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0019 808-06716 345.000 m | 1.50000 517.50| | LINE, REMOVE | | | SECTION TOTALS | $ 85,890.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 85,890.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,132,060.55 ROUTE : 65 CALL ORDER : 440 CONTRACT ID : M -24387-A COUNTIES : JOHNSON LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0175870 BERNS CONSTRUCTION COMPANY, INC. $ 1,045,240.92 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 1,053,466.81 100.7869% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 1,100,235.10 105.2613% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 1,105,054.36 105.7224% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,124,878.71 107.6190% 6 35-1616373 OXLEY, SAM & COMPANY, INC. $ 1,243,517.36 118.9694% ==================================================================================================================================== |(1) 35-0175870 |(2) 35-1128289 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY, |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT, NEW CONCRETE | | | 0001 105-06790 3.000 MOS | 2000.00000 6000.00| 1000.00000 3000.00| 2600.00000 7800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 29700.00000 29700.00| 16000.00000 16000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 52250.00000 52250.00| 34823.00000 34823.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 12186.500 m2 | 7.20000 87742.80| 6.75000 82258.88| 8.00000 97492.00 PAVEMENT, REMOVE | | | 0005 202-02278 215.000 m | 9.85000 2117.75| 11.00000 2365.00| 16.00000 3440.00 CURB, CONCRETE, REMOVE | | | 0006 202-60820 477.000 m2 | 9.15000 4364.55| 11.00000 5247.00| 10.00000 4770.00 SURFACE MILLING, ASPHALT | | | 0007 203-02045 1200.000 m3 | 8.50000 10200.00| 10.50000 12600.00| 24.00000 28800.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 303-52308 5140.500 Mg | 12.90000 66312.45| 16.00000 82248.00| 12.00000 61686.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0009 303-52309 187.000 Mg | 16.00000 2992.00| 27.00000 5049.00| 28.00000 5236.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0010 305-05206 2630.000 Mg | 38.50000 101255.00| 43.00000 113090.00| 43.00000 113090.00 WIDENING WITH HMA | | | 0011 402-05468 696.600 Mg | 39.00000 27167.40| 34.00000 23684.40| 32.00000 22291.20 HMA BASE 25.0 mm, MAINLINE | | | 0012 402-05470 930.000 Mg | 37.00000 34410.00| 33.25000 30922.50| 31.00000 28830.00 HMA BASE C25.0 mm, MAINLINE | | | 0013 402-05473 465.000 Mg | 42.00000 19530.00| 38.00000 17670.00| 36.00000 16740.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,132,060.55 ROUTE : 65 CALL ORDER : 440 CONTRACT ID : M -24387-A COUNTIES : JOHNSON LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-1128289 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY, |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05477 352.000 Mg | 45.00000 15840.00| 44.00000 15488.00| 42.00000 14784.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 406-05520 6.000 Mg | 200.00000 1200.00| 200.00000 1200.00| 180.00000 1080.00 ASPHALT FOR TACK COAT | | | 0016 501-05191 7841.500 m2 | 46.30000 363061.45| 50.00000 392075.00| 53.00000 415599.50 CEMENT CONCRETE PAVEMENT, PLAIN, 350 mm | | | 0017 501-05240 1285.000 m | 19.70000 25314.50| 22.00000 28270.00| 23.00000 29555.00 CONTRACTION JOINT, D1 | | | 0018 610-05527 25.000 Mg | 102.00000 2550.00| 82.00000 2050.00| 75.00000 1875.00 HMA FOR APPROACHES | | | 0019 616-94426 2203.500 m2 | 3.60000 7932.60| 3.75000 8263.13| 4.00000 8814.00 GEOGRID | | | 0020 801-01349 15.000 m | 6.00000 90.00| 14.00000 210.00| 14.00000 210.00 TEMPORARY STOP LINE, 600 mm | | | 0021 801-04627 60.000 DAY | 275.00000 16500.00| 425.00000 25500.00| 430.00000 25800.00 WATCHMAN | | | 0022 801-06049 1750.000 m | 1.05000 1837.50| 1.20000 2100.00| 1.20000 2100.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0023 801-06606 14.000 EACH| 65.00000 910.00| 75.00000 1050.00| 73.00000 1022.00 BARRICADE, IIIB | | | 0024 801-06640 20.000 EACH| 55.00000 1100.00| 55.00000 1100.00| 58.00000 1160.00 CONSTRUCTION SIGN, A | | | 0025 801-06643 1750.000 m | 4.10000 7175.00| 3.10000 5425.00| 4.30000 7525.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0026 801-06644 1750.000 m | 4.10000 7175.00| 3.10000 5425.00| 4.30000 7525.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0027 801-06647 1750.000 m | 1.05000 1837.50| 1.20000 2100.00| 1.20000 2100.00 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0028 801-06775 LUMP| 60000.00000 60000.00| 18696.00000 18696.00| 29000.00000 29000.00 MAINTAINING TRAFFIC | | | 0029 801-09133 2.000 EACH| 2500.00000 5000.00| 3000.00000 6000.00| 5300.00000 10600.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0030 802-94715 LUMP| 3500.00000 3500.00| 9500.00000 9500.00| 11000.00000 11000.00 SIGNS, SHEET, REMOVE AND RESET | | | 0031 808-03178 10.000 EACH| 150.00000 1500.00| 150.00000 1500.00| 160.00000 1600.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,132,060.55 ROUTE : 65 CALL ORDER : 440 CONTRACT ID : M -24387-A COUNTIES : JOHNSON LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 35-1128289 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY, |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 808-03179 5.000 EACH| 175.00000 875.00| 180.00000 900.00| 180.00000 900.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0033 808-06703 1151.000 m | 0.92000 1058.92| 1.10000 1266.10| 1.20000 1381.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0034 808-06716 900.000 m | 1.30000 1170.00| 1.30000 1170.00| 1.40000 1260.00 LINE, REMOVE | | | 0035 808-74812 210.000 m | 10.32000 2167.20| 13.75000 2887.50| 15.00000 3150.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0036 808-75051 1012.000 m | 3.44000 3481.28| 4.00000 4048.00| 4.00000 4048.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0037 808-75054 900.000 m | 3.44000 3096.00| 4.00000 3600.00| 4.00000 3600.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0038 808-75067 32.000 m | 22.00000 704.00| 30.00000 960.00| 29.00000 928.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0039 808-75245 800.000 m | 0.92000 736.00| 1.20000 960.00| 1.20000 960.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0040 808-75297 22.000 m | 14.76000 324.72| 15.50000 341.00| 16.00000 352.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0043 203-02000 1262.500 m3 | 19.00000 23987.50| 26.16000 33027.00| 24.00000 30300.00 EXCAVATION, COMMON | | | 0044 304-04403 1262.500 m3 | 30.60000 38632.50| 35.00000 44187.50| 33.00000 41662.50 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0045 802-04314 3.000 EACH| 60.00000 180.00| 400.00000 1200.00| 400.00000 1200.00 SIGN , TEMPORARY STOP, 1500MM | | | 0046 804-02282 63.000 EACH| 30.00000 1890.00| 56.00000 3528.00| 55.00000 3465.00 TUBULAR MARKER | | | 0047 808-05866 21.900 m2 | 17.00000 372.30| 22.00000 481.80| 23.00000 503.70 PAVEMENT MESSAGE MARKING, REMOVE | | | SECTION TOTALS | $ 1,045,240.92| $ 1,053,466.81| $ 1,100,235.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,045,240.92| $ 1,053,466.81| $ 1,100,235.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 440 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,132,060.55 ROUTE : 65 CALL ORDER : 440 CONTRACT ID : M -24387-A COUNTIES : JOHNSON LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1917625 |(6) 35-1616373 |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. |OXLEY, SAM & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT, NEW CONCRETE | | | 0001 105-06790 3.000 MOS | 3797.59000 11392.77| 2900.00000 8700.00| 2175.00000 6525.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 30047.50000 30047.50| 14000.00000 14000.00| 28000.00000 28000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 55000.00000 55000.00| 54000.00000 54000.00| 62000.00000 62000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 12186.500 m2 | 7.52000 91642.48| 10.00000 121865.00| 8.10000 98710.65 PAVEMENT, REMOVE | | | 0005 202-02278 215.000 m | 6.70000 1440.50| 13.00000 2795.00| 6.52000 1401.80 CURB, CONCRETE, REMOVE | | | 0006 202-60820 477.000 m2 | 3.31000 1578.87| 6.50000 3100.50| 11.70000 5580.90 SURFACE MILLING, ASPHALT | | | 0007 203-02045 1200.000 m3 | 5.46000 6552.00| 8.40000 10080.00| 11.97000 14364.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 303-52308 5140.500 Mg | 16.69000 85794.95| 14.75000 75822.38| 14.88000 76490.64 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0009 303-52309 187.000 Mg | 21.03000 3932.61| 29.00000 5423.00| 20.00000 3740.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0010 305-05206 2630.000 Mg | 36.75000 96652.50| 54.00000 142020.00| 40.81000 107330.30 WIDENING WITH HMA | | | 0011 402-05468 696.600 Mg | 33.60000 23405.76| 41.00000 28560.60| 41.30000 28769.58 HMA BASE 25.0 mm, MAINLINE | | | 0012 402-05470 930.000 Mg | 32.55000 30271.50| 37.00000 34410.00| 39.20000 36456.00 HMA BASE C25.0 mm, MAINLINE | | | 0013 402-05473 465.000 Mg | 37.80000 17577.00| 43.00000 19995.00| 44.52000 20701.80 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0014 402-05477 352.000 Mg | 44.10000 15523.20| 57.00000 20064.00| 47.70000 16790.40 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 406-05520 6.000 Mg | 189.00000 1134.00| 170.00000 1020.00| 212.00000 1272.00 ASPHALT FOR TACK COAT | | | 0016 501-05191 7841.500 m2 | 51.82000 406346.53| 48.00000 376392.00| 60.00000 470490.00 CEMENT CONCRETE PAVEMENT, PLAIN, 350 mm | | | 0017 501-05240 1285.000 m | 25.89000 33268.65| 20.50000 26342.50| 56.65000 72795.25 CONTRACTION JOINT, D1 | | | 0018 610-05527 25.000 Mg | 78.75000 1968.75| 75.00000 1875.00| 108.00000 2700.00 HMA FOR APPROACHES | | | 0019 616-94426 2203.500 m2 | 0.63000 1388.21| 3.00000 6610.50| 3.50000 7712.25 GEOGRID | | | 0020 801-01349 15.000 m | 13.65000 204.75| 13.50000 202.50| 14.04000 210.60 TEMPORARY STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 440 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,132,060.55 ROUTE : 65 CALL ORDER : 440 CONTRACT ID : M -24387-A COUNTIES : JOHNSON LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1917625 |(6) 35-1616373 |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. |OXLEY, SAM & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-04627 60.000 DAY | 369.03000 22141.80| 260.00000 15600.00| 356.95000 21417.00 WATCHMAN | | | 0022 801-06049 1750.000 m | 1.18000 2065.00| 1.16000 2030.00| 1.21000 2117.50 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0023 801-06606 14.000 EACH| 72.45000 1014.30| 72.00000 1008.00| 74.52000 1043.28 BARRICADE, IIIB | | | 0024 801-06640 20.000 EACH| 52.50000 1050.00| 52.00000 1040.00| 54.00000 1080.00 CONSTRUCTION SIGN, A | | | 0025 801-06643 1750.000 m | 3.07000 5372.50| 3.00000 5250.00| 3.16000 5530.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0026 801-06644 1750.000 m | 3.07000 5372.50| 3.00000 5250.00| 3.16000 5530.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0027 801-06647 1750.000 m | 1.18000 2065.00| 1.16000 2030.00| 1.21000 2117.50 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0028 801-06775 LUMP| 40000.00000 40000.00| 30600.00000 30600.00| 19470.00000 19470.00 MAINTAINING TRAFFIC | | | 0029 801-09133 2.000 EACH| 2835.00000 5670.00| 2800.00000 5600.00| 2916.00000 5832.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0030 802-94715 LUMP| 10500.00000 10500.00| 2500.00000 2500.00| 10800.00000 10800.00 SIGNS, SHEET, REMOVE AND RESET | | | 0031 808-03178 10.000 EACH| 147.00000 1470.00| 145.00000 1450.00| 151.20000 1512.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0032 808-03179 5.000 EACH| 170.10000 850.50| 170.00000 850.00| 174.96000 874.80 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0033 808-06703 1151.000 m | 1.16000 1335.16| 1.15000 1323.65| 1.20000 1381.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0034 808-06716 900.000 m | 1.37000 1233.00| 1.35000 1215.00| 1.40000 1260.00 LINE, REMOVE | | | 0035 808-74812 210.000 m | 13.91000 2921.10| 13.75000 2887.50| 14.31000 3005.10 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0036 808-75051 1012.000 m | 3.96000 4007.52| 3.90000 3946.80| 4.07000 4118.84 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0037 808-75054 900.000 m | 3.96000 3564.00| 3.90000 3510.00| 4.07000 3663.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 440 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,132,060.55 ROUTE : 65 CALL ORDER : 440 CONTRACT ID : M -24387-A COUNTIES : JOHNSON LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1917625 |(6) 35-1616373 |HUNT PAVING COMPANY, INC. |MILESTONE CONTRACTORS, L.P. |OXLEY, SAM & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 808-75067 32.000 m | 28.98000 927.36| 28.75000 920.00| 29.80000 953.60 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0039 808-75245 800.000 m | 1.16000 928.00| 1.15000 920.00| 1.20000 960.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0040 808-75297 22.000 m | 15.49000 340.78| 15.25000 335.50| 15.93000 350.46 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0043 203-02000 1262.500 m3 | 40.57000 51219.63| 27.00000 34087.50| 17.90000 22598.75 EXCAVATION, COMMON | | | 0044 304-04403 1262.500 m3 | 16.45000 20768.13| 35.00000 44187.50| 48.00000 60600.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0045 802-04314 3.000 EACH| 393.75000 1181.25| 390.00000 1170.00| 405.00000 1215.00 SIGN , TEMPORARY STOP, 1500MM | | | 0046 804-02282 63.000 EACH| 54.60000 3439.80| 54.00000 3402.00| 56.16000 3538.08 TUBULAR MARKER | | | 0047 808-05866 21.900 m2 | 22.58000 494.50| 22.25000 487.28| 23.20000 508.08 PAVEMENT MESSAGE MARKING, REMOVE | | | SECTION TOTALS | $ 1,105,054.36| $ 1,124,878.71| $ 1,243,517.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,105,054.36| $ 1,124,878.71| $ 1,243,517.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 486,856.05 ROUTE : VARIOUS SR & US CALL ORDER : 450 CONTRACT ID : M -24390-A COUNTIES : DECATUR LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N//A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 418,350.75 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR, INC. $ 422,769.15 101.0561% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 | |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT OVERLAY, THIN LAY | | | 0001 105-06790 4.000 MOS | 1200.00000 4800.00| 1000.00000 4000.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02278 32.000 m | 17.00000 544.00| 30.00000 960.00| CURB, CONCRETE, REMOVE | | | 0004 202-60820 39503.790 m2 | 0.80000 31603.03| 0.50000 19751.90| SURFACE MILLING, ASPHALT | | | 0005 303-52309 320.000 Mg | 17.25000 5520.00| 20.00000 6400.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0006 305-05204 350.000 Mg | 112.00000 39200.00| 80.00000 28000.00| HMA FOR PATCHING | | | 0007 305-05206 2720.000 Mg | 33.50000 91120.00| 36.75000 99960.00| WIDENING WITH HMA | | | 0008 402-05473 2688.000 Mg | 26.00000 69888.00| 27.00000 72576.00| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0009 402-05477 2626.780 Mg | 33.00000 86683.74| 32.50000 85370.35| HMA SURFACE 9.5 mm, MAINLINE | | | 0010 402-05485 689.100 Mg | 31.00000 21362.10| 30.00000 20673.00| HMA INTERMEDIATE 9.5 mm, SHOULDER | | | 0011 402-05495 750.000 Mg | 40.00000 30000.00| 33.00000 24750.00| HMA WEDGE AND LEVEL | | | 0012 406-05520 20.000 Mg | 148.00000 2960.00| 150.00000 3000.00| ASPHALT FOR TACK COAT | | | 0013 610-05527 88.300 Mg | 79.00000 6975.70| 70.00000 6181.00| HMA FOR APPROACHES | | | 0014 720-44000 2.000 EACH| 275.00000 550.00| 500.00000 1000.00| CASTING, ADJUST TO GRADE INLET | | | 0015 801-06640 79.000 EACH| 50.00000 3950.00| 55.00000 4345.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 486,856.05 ROUTE : VARIOUS SR & US CALL ORDER : 450 CONTRACT ID : M -24390-A COUNTIES : DECATUR LETTING DATE : 08/17/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 | |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06775 LUMP| 8000.00000 8000.00| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0017 808-01804 140.000 m | 26.50000 3710.00| 30.00000 4200.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0018 808-03178 4.000 EACH| 140.00000 560.00| 150.00000 600.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0019 808-03179 3.000 EACH| 155.00000 465.00| 175.00000 525.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0020 808-04298 4.000 EACH| 295.00000 1180.00| 300.00000 1200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0021 808-06712 1667.500 m | 0.15000 250.13| 0.20000 333.50| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0022 808-06713 11812.000 m | 0.15000 1771.80| 0.20000 2362.40| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0023 808-06714 6155.000 m | 0.15000 923.25| 0.20000 1231.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0024 808-06726 18.000 m | 14.50000 261.00| 15.00000 270.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0025 808-75100 20.000 m | 3.65000 73.00| 4.00000 80.00| TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 150 mm | | | SECTION TOTALS | $ 418,350.75| $ 422,769.15| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 418,350.75| $ 422,769.15| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 455 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,551.53 ROUTE : PARK CALL ORDER : 455 CONTRACT ID : M -24509-B COUNTIES : PARKE LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/23/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1111003 WHITE CONSTRUCTION, INC. $ 50,623.52 100.0000% ==================================================================================================================================== |(1) 35-1111003 | | |WHITE CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INSTITUTION AND PARK ROAD MAINTENANCE | | | 0001 110-01001 LUMP| 4000.00000 4000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 185.000 m2 | 13.00000 2405.00| | SURFACE MILLING, ASPHALT | | | 0003 303-52308 60.000 Mg | 28.00000 1680.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0004 305-05204 60.000 Mg | 115.00000 6900.00| | HMA FOR PATCHING | | | 0005 402-05495 600.000 Mg | 52.00000 31200.00| | HMA WEDGE AND LEVEL | | | 0006 405-05518 2143.000 m2 | 0.78000 1671.54| | ASPHALT FOR PRIME COAT | | | 0007 406-05521 3958.000 m2 | 0.31000 1226.98| | ASPHALT FOR TACK COAT | | | 0008 801-06640 4.000 EACH| 85.00000 340.00| | CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 1200.00000 1200.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 50,623.52| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 50,623.52| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 148,623.08 ROUTE : SR 14 CALL ORDER : 460 CONTRACT ID : M -24513-A COUNTIES : FULTON PULASKI LETTING DATE : 08/17/99 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 35-0997978 PHEND & BROWN, INC. $ 129,586.50 100.0000% 2 35-1139301 E & B PAVING, INC. $ 134,921.30 104.1167% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 | |PHEND & BROWN, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL ONLY | | | 0001 110-01001 LUMP| 1000.00000 1000.00| 6000.00000 6000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 303-60905 1100.000 Mg | 13.50000 14850.00| 16.50000 18150.00| COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0003 402-05495 2700.000 Mg | 35.00000 94500.00| 31.00000 83700.00| HMA WEDGE AND LEVEL | | | 0004 406-05520 8.500 Mg | 167.00000 1419.50| 161.00000 1368.50| ASPHALT FOR TACK COAT | | | 0005 610-05527 152.000 Mg | 61.00000 9272.00| 62.90000 9560.80| HMA FOR APPROACHES | | | 0006 801-01428 14.000 m | 24.00000 336.00| 5.00000 70.00| TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0007 801-02581 450.000 m | 3.30000 1485.00| 2.35000 1057.50| TEMPORARY PAVEMENT MARKING, 1, BROKEN, | | | YELLOW, 100 mm | | | 0008 801-06640 32.000 EACH| 52.50000 1680.00| 50.00000 1600.00| CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 1400.00000 1400.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0010 808-06712 2800.000 m | 0.16000 448.00| 0.15000 420.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0011 808-06713 8700.000 m | 0.16000 1392.00| 0.15000 1305.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0012 808-06714 8650.000 m | 0.16000 1384.00| 0.15000 1297.50| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0013 808-75297 14.000 m | 30.00000 420.00| 28.00000 392.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 148,623.08 ROUTE : SR 14 CALL ORDER : 460 CONTRACT ID : M -24513-A COUNTIES : FULTON PULASKI LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 | |PHEND & BROWN, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 129,586.50| $ 134,921.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 129,586.50| $ 134,921.30| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 335,964.80 ROUTE : SR 17 CALL ORDER : 470 CONTRACT ID : M -24514-A COUNTIES : CASS FULTON LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE 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 35-1139301 E & B PAVING, INC. $ 275,886.90 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 285,848.70 103.6108% 3 35-1621699 CENTRAL PAVING, INC. $ 288,448.00 104.5529% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1621699 |E & B PAVING, INC. |PHEND & BROWN, INC. |CENTRAL PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 110-01001 LUMP| 13000.00000 13000.00| 1000.00000 1000.00| 9600.00000 9600.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 303-60905 1800.000 Mg | 15.00000 27000.00| 13.50000 24300.00| 15.00000 27000.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0003 402-05495 6210.000 Mg | 30.00000 186300.00| 35.00000 217350.00| 31.50000 195615.00 HMA WEDGE AND LEVEL | | | 0004 406-05520 19.000 Mg | 161.00000 3059.00| 167.00000 3173.00| 155.00000 2945.00 ASPHALT FOR TACK COAT | | | 0005 610-05527 370.000 Mg | 55.60000 20572.00| 55.00000 20350.00| 73.00000 27010.00 HMA FOR APPROACHES | | | 0006 720-44000 6.000 EACH| 350.00000 2100.00| 400.00000 2400.00| 285.00000 1710.00 CASTING, ADJUST TO GRADE | | | 0007 801-01428 15.000 m | 10.00000 150.00| 24.00000 360.00| 10.00000 150.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0008 801-06640 44.000 EACH| 50.00000 2200.00| 52.50000 2310.00| 50.00000 2200.00 CONSTRUCTION SIGN, A | | | 0009 801-06731 970.000 m | 2.50000 2425.00| 3.30000 3201.00| 2.80000 2716.00 TEMPORARY PAVEMENT MARKING, I | | | 0010 801-06775 LUMP| 9000.00000 9000.00| 1000.00000 1000.00| 9100.00000 9100.00 MAINTAINING TRAFFIC | | | 0011 808-06712 3900.000 m | 0.12600 491.40| 0.13000 507.00| 0.13000 507.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0012 808-06713 48500.000 m | 0.12600 6111.00| 0.13000 6305.00| 0.13000 6305.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0013 808-06714 26000.000 m | 0.12600 3276.00| 0.13000 3380.00| 0.13000 3380.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0014 808-75297 15.000 m | 13.50000 202.50| 14.18000 212.70| 14.00000 210.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 335,964.80 ROUTE : SR 17 CALL ORDER : 470 CONTRACT ID : M -24514-A COUNTIES : CASS FULTON LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1621699 |E & B PAVING, INC. |PHEND & BROWN, INC. |CENTRAL PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 275,886.90| $ 285,848.70| $ 288,448.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 275,886.90| $ 285,848.70| $ 288,448.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 152,329.95 ROUTE : VARIOUS CALL ORDER : 480 CONTRACT ID : M -24516-A COUNTIES : MARSHALL STARKE LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2070195 ALPHA EXCAVATING & LANDSCAPING, INC. $ 88,494.22 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION COMPANY, INC. $ 95,147.18 107.5179% 3 35-1817574 YARDBERRY LANDSCAPE COMPANY $ 101,353.00 114.5306% 4 35-1489621 HRP CONSTRUCTION, INC. $ 145,760.00 164.7113% 5 35-0997978 PHEND & BROWN, INC. $ 146,551.00 165.6051% 6 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 155,641.00 175.8770% 7 35-1333300 KNECHT EXCAVATING $ 198,569.10 224.3865% 8 35-1582109 KANKAKEE VALLEY CONSTRUCTION COMPANY, INC. $ 338,621.10 382.6477% ==================================================================================================================================== |(1) 35-2070195 |(2) 35-1339168 |(3) 35-1817574 |ALPHA EXCAVATING & LANDSCAPI|LAPORTE CONSTRUCTION COMPANY|YARDBERRY LANDSCAPE COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 4244.75000 4244.75| 5328.62000 5328.62| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 4500.00000 4500.00| 7197.15000 7197.15| 4700.00000 4700.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 211-02060 1724.000 m3 | 18.50000 31894.00| 20.47000 35290.28| 22.00000 37928.00 B BORROW FOR STRUCTURE BACKFILL | | | 0004 303-98541 77.000 Mg | 19.50000 1501.50| 23.84000 1835.68| 25.00000 1925.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0005 621-06575 258.000 m2 | 15.00000 3870.00| 12.45000 3212.10| 7.50000 1935.00 SODDING, NURSERY | | | 0006 719-35011 1319.000 m | 27.63000 36443.97| 27.84000 36720.96| 35.00000 46165.00 PIPE, DRAINTILE, CLASS STANDARD, 300 mm | | | 0007 720-45035 1.000 EACH| 2500.00000 2500.00| 1709.66000 1709.66| 1200.00000 1200.00 INLET, F7 | | | 0008 801-06640 12.000 EACH| 195.00000 2340.00| 59.00000 708.00| 125.00000 1500.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 1200.00000 1200.00| 3144.73000 3144.73| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 88,494.22| $ 95,147.18| $ 101,353.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 88,494.22| $ 95,147.18| $ 101,353.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 480 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 152,329.95 ROUTE : VARIOUS CALL ORDER : 480 CONTRACT ID : M -24516-A COUNTIES : MARSHALL STARKE LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 |(5) 35-0997978 |(6) 35-0918397 |HRP CONSTRUCTION, INC. |PHEND & BROWN, INC. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 4500.00000 4500.00| 5000.00000 5000.00| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 7200.00000 7200.00| 7300.00000 7300.00| 7500.00000 7500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 211-02060 1724.000 m3 | 5.00000 8620.00| 7.00000 12068.00| 15.00000 25860.00 B BORROW FOR STRUCTURE BACKFILL | | | 0004 303-98541 77.000 Mg | 40.00000 3080.00| 24.00000 1848.00| 25.00000 1925.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0005 621-06575 258.000 m2 | 15.00000 3870.00| 13.50000 3483.00| 15.00000 3870.00 SODDING, NURSERY | | | 0006 719-35011 1319.000 m | 78.00000 102882.00| 78.00000 102882.00| 62.00000 81778.00 PIPE, DRAINTILE, CLASS STANDARD, 300 mm | | | 0007 720-45035 1.000 EACH| 1500.00000 1500.00| 1670.00000 1670.00| 1500.00000 1500.00 INLET, F7 | | | 0008 801-06640 12.000 EACH| 59.00000 708.00| 150.00000 1800.00| 59.00000 708.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 13400.00000 13400.00| 10500.00000 10500.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 145,760.00| $ 146,551.00| $ 155,641.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 145,760.00| $ 146,551.00| $ 155,641.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 480 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 152,329.95 ROUTE : VARIOUS CALL ORDER : 480 CONTRACT ID : M -24516-A COUNTIES : MARSHALL STARKE LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1333300 |(8) 35-1582109 | |KNECHT EXCAVATING, INC. |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 4500.00000 4500.00| 8200.00000 8200.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 8500.00000 8500.00| 45000.00000 45000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 211-02060 1724.000 m3 | 13.00000 22412.00| 20.00000 34480.00| B BORROW FOR STRUCTURE BACKFILL | | | 0004 303-98541 77.000 Mg | 23.00000 1771.00| 18.00000 1386.00| COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0005 621-06575 258.000 m2 | 12.45000 3212.10| 12.45000 3212.10| SODDING, NURSERY | | | 0006 719-35011 1319.000 m | 114.00000 150366.00| 165.00000 217635.00| PIPE, DRAINTILE, CLASS STANDARD, 300 mm | | | 0007 720-45035 1.000 EACH| 1378.00000 1378.00| 3000.00000 3000.00| INLET, F7 | | | 0008 801-06640 12.000 EACH| 150.00000 1800.00| 59.00000 708.00| CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 4630.00000 4630.00| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 198,569.10| $ 338,621.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 198,569.10| $ 338,621.10| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 200,535.51 ROUTE : 18, 75, & 421 CALL ORDER : 490 CONTRACT ID : M -24519-A COUNTIES : CARROLL CLINTON LETTING DATE : 08/17/99 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 35-1167376 KEISER & KEISER CONTRACTORS, INC. $ 178,109.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 179,859.50 100.9828% 3 35-1621699 CENTRAL PAVING, INC. $ 192,358.15 108.0002% ==================================================================================================================================== |(1) 35-1167376 |(2) 35-1917625 |(3) 35-1621699 |KEISER & KEISER CONTRACTORS,|MILESTONE CONTRACTORS, L.P. |CENTRAL PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 7.000 MOS | 1100.00000 7700.00| 1500.00000 10500.00| 1500.00000 10500.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 13403.00000 13403.00| 8900.00000 8900.00| 9500.00000 9500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 21500.000 m2 | 1.20000 25800.00| 1.85000 39775.00| 1.70000 36550.00 SURFACE MILLING, ASPHALT | | | 0004 303-60905 80.000 Mg | 28.00000 2240.00| 25.00000 2000.00| 35.60000 2848.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0005 305-05204 160.000 Mg | 92.00000 14720.00| 65.00000 10400.00| 65.00000 10400.00 HMA FOR PATCHING | | | 0006 402-05473 155.000 Mg | 66.00000 10230.00| 48.60000 7533.00| 65.00000 10075.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0007 402-05477 1425.000 Mg | 38.60000 55005.00| 40.20000 57285.00| 45.00000 64125.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0008 406-05520 8.000 Mg | 300.00000 2400.00| 200.00000 1600.00| 155.00000 1240.00 ASPHALT FOR TACK COAT | | | 0009 605-06120 25.000 m | 26.00000 650.00| 90.00000 2250.00| 150.00000 3750.00 CURB, CONCRETE | | | 0010 610-05527 18.000 Mg | 113.00000 2034.00| 120.00000 2160.00| 100.00000 1800.00 HMA FOR APPROACHES | | | 0011 715-92537 1.000 m | 11.00000 11.00| 95.00000 95.00| 400.00000 400.00 PIPE, PVC, 200 mm | | | 0012 715-96040 7.000 m | 11.00000 77.00| 110.00000 770.00| 330.00000 2310.00 PIPE, PVC, SDR 35, 300 mm | | | 0013 720-44000 1.000 EACH| 450.00000 450.00| 255.00000 255.00| 500.00000 500.00 CASTING, ADJUST TO GRADE | | | 0014 720-44070 3.000 EACH| 900.00000 2700.00| 495.00000 1485.00| 1000.00000 3000.00 CASTING, 13, FURNISH AND ADJUST TO GRADE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 490 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 200,535.51 ROUTE : 18, 75, & 421 CALL ORDER : 490 CONTRACT ID : M -24519-A COUNTIES : CARROLL CLINTON LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1167376 |(2) 35-1917625 |(3) 35-1621699 |KEISER & KEISER CONTRACTORS,|MILESTONE CONTRACTORS, L.P. |CENTRAL PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 720-45250 3.000 EACH| 3000.00000 9000.00| 1505.00000 4515.00| 2100.00000 6300.00 CATCH BASIN, K10 | | | 0016 720-96127 4.000 EACH| 3000.00000 12000.00| 1575.00000 6300.00| 2100.00000 8400.00 CATCH BASIN, K13 | | | 0017 801-01428 50.000 m | 14.00000 700.00| 7.10000 355.00| 10.00000 500.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0018 801-01726 200.000 m | 8.00000 1600.00| 7.45000 1490.00| 3.70000 740.00 TEMPORARY PAVEMENT MARKING, PAINT, | | | BROKEN, YELLOW, 100 mm | | | 0019 801-02581 240.000 m | 2.20000 528.00| 19.75000 4740.00| 3.20000 768.00 TEMPORARY PAVEMENT MARKING, 1, BROKEN, | | | YELLOW, 100 mm | | | 0020 801-06640 40.000 EACH| 53.00000 2120.00| 50.00000 2000.00| 50.00000 2000.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP| 6846.00000 6846.00| 8000.00000 8000.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | 0022 801-98523 50.000 m | 7.00000 350.00| 6.60000 330.00| 22.00000 1100.00 TEMPORARY PAINT, STOP LINE, 600 mm | | | 0023 808-04298 2.000 EACH| 372.00000 744.00| 340.00000 680.00| 325.00000 650.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0024 808-06713 1500.000 m | 0.65000 975.00| 0.65000 975.00| 0.36000 540.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0025 808-75240 500.000 m | 1.10000 550.00| 1.10000 550.00| 1.34000 670.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0026 808-75245 1260.000 m | 1.10000 1386.00| 1.10000 1386.00| 1.34000 1688.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0027 808-75297 85.000 m | 11.00000 935.00| 10.30000 875.50| 9.75000 828.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0028 808-75300 150.000 m | 3.00000 450.00| 2.70000 405.00| 2.50000 375.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0029 808-75996 30.000 EACH| 24.50000 735.00| 20.00000 600.00| 20.00000 600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0030 808-75998 30.000 EACH| 59.00000 1770.00| 55.00000 1650.00| 40.00000 1200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 490 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 200,535.51 ROUTE : 18, 75, & 421 CALL ORDER : 490 CONTRACT ID : M -24519-A COUNTIES : CARROLL CLINTON LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1167376 |(2) 35-1917625 |(3) 35-1621699 |KEISER & KEISER CONTRACTORS,|MILESTONE CONTRACTORS, L.P. |CENTRAL PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 178,109.00| $ 179,859.50| $ 192,358.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 178,109.00| $ 179,859.50| $ 192,358.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 158,959.73 ROUTE : SR 3 CALL ORDER : 500 CONTRACT ID : M -24527-A COUNTIES : HENRY LETTING DATE : 08/17/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL COMPANY, INC. $ 121,420.60 100.0000% 2 35-1139301 E & B PAVING, INC. $ 149,378.75 123.0258% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 168,540.00 138.8067% 4 35-1315965 FOX CONTRACTORS CORPORATION $ 172,398.80 141.9848% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1139301 |(3) 35-1128289 |SCHUTT-LOOKABILL COMPANY, IN|E & B PAVING, INC. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WIDENING AND SLOPE CORRECTION | | | 0001 105-06790 7.000 MOS | 100.00000 700.00| 1300.00000 9100.00| 700.00000 4900.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 12250.00000 12250.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6000.00000 6000.00| 6800.00000 6800.00| 8427.00000 8427.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02255 3.000 EACH| 800.00000 2400.00| 100.00000 300.00| 300.00000 900.00 TREE, 460 mm, REMOVE | | | 0005 202-60820 1270.000 m2 | 3.00000 3810.00| 4.25000 5397.50| 5.00000 6350.00 SURFACE MILLING, ASPHALT | | | 0006 203-02000 1350.000 m3 | 5.00000 6750.00| 10.00000 13500.00| 11.00000 14850.00 EXCAVATION, COMMON | | | 0007 203-02070 1375.000 m3 | 18.18000 24997.50| 22.00000 30250.00| 15.00000 20625.00 BORROW | | | 0008 205-02224 175.000 m | 6.80000 1190.00| 5.75000 1006.25| 6.00000 1050.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 303-52308 420.000 Mg | 19.00000 7980.00| 20.00000 8400.00| 22.50000 9450.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0010 303-52309 145.000 Mg | 19.00000 2755.00| 25.00000 3625.00| 35.00000 5075.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0011 402-05468 510.000 Mg | 52.43000 26739.30| 41.00000 20910.00| 45.00000 22950.00 HMA BASE 25.0 mm, MAINLINE | | | 0012 402-05474 115.000 Mg | 48.38000 5563.70| 41.00000 4715.00| 45.00000 5175.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0013 402-05477 170.000 Mg | 48.38000 8224.60| 41.00000 6970.00| 45.00000 7650.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 158,959.73 ROUTE : SR 3 CALL ORDER : 500 CONTRACT ID : M -24527-A COUNTIES : HENRY LETTING DATE : 08/17/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1139301 |(3) 35-1128289 |SCHUTT-LOOKABILL COMPANY, IN|E & B PAVING, INC. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 405-05517 2.200 Mg | 472.00000 1038.40| 400.00000 880.00| 450.00000 990.00 ASPHALT FOR PRIME COAT | | | 0015 406-05520 1.500 Mg | 189.00000 283.50| 160.00000 240.00| 175.00000 262.50 ASPHALT FOR TACK COAT | | | 0016 601-06035 100.000 m | 48.38000 4838.00| 40.00000 4000.00| 41.00000 4100.00 GUARDRAIL, RESET | | | 0017 616-06451 30.000 Mg | 40.00000 1200.00| 75.00000 2250.00| 40.00000 1200.00 RIPRAP, UNIFORM | | | 0018 621-06564 1350.000 m2 | 1.36000 1836.00| 1.15000 1552.50| 1.25000 1687.50 MULCHED SEEDING, CV | | | 0019 715-05203 141.000 m | 12.00000 1692.00| 25.00000 3525.00| 15.00000 2115.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0020 715-05435 5.500 m | 12.00000 66.00| 200.00000 1100.00| 100.00000 550.00 PIPE, UNDERDRAIN OUTLET, 100 mm | | | 0021 718-52610 11.000 m3 | 40.00000 440.00| 50.00000 550.00| 55.00000 605.00 AGGREGATE FOR UNDERDRAINS | | | 0022 718-99153 127.000 m2 | 2.50000 317.50| 5.00000 635.00| 2.00000 254.00 GEOTEXTILES FOR UNDERDRAIN | | | 0023 801-06640 10.000 EACH| 65.00000 650.00| 65.00000 650.00| 75.00000 750.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 4950.00000 4950.00| 10000.00000 10000.00| 42594.00000 42594.00 MAINTAINING TRAFFIC | | | 0025 808-06713 540.000 m | 0.97000 523.80| 0.75000 405.00| 1.00000 540.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0026 808-06714 490.000 m | 0.97000 475.30| 0.75000 367.50| 1.00000 490.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 121,420.60| $ 149,378.75| $ 168,540.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 121,420.60| $ 149,378.75| $ 168,540.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 500 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 158,959.73 ROUTE : SR 3 CALL ORDER : 500 CONTRACT ID : M -24527-A COUNTIES : HENRY LETTING DATE : 08/17/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 | | |FOX CONTRACTORS CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WIDENING AND SLOPE CORRECTION | | | 0001 105-06790 7.000 MOS | 1200.00000 8400.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3300.00000 3300.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 8550.00000 8550.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02255 3.000 EACH| 400.00000 1200.00| | TREE, 460 mm, REMOVE | | | 0005 202-60820 1270.000 m2 | 5.00000 6350.00| | SURFACE MILLING, ASPHALT | | | 0006 203-02000 1350.000 m3 | 22.00000 29700.00| | EXCAVATION, COMMON | | | 0007 203-02070 1375.000 m3 | 32.00000 44000.00| | BORROW | | | 0008 205-02224 175.000 m | 8.00000 1400.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 303-52308 420.000 Mg | 19.00000 7980.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0010 303-52309 145.000 Mg | 27.00000 3915.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0011 402-05468 510.000 Mg | 47.80000 24378.00| | HMA BASE 25.0 mm, MAINLINE | | | 0012 402-05474 115.000 Mg | 47.80000 5497.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0013 402-05477 170.000 Mg | 47.80000 8126.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0014 405-05517 2.200 Mg | 470.00000 1034.00| | ASPHALT FOR PRIME COAT | | | 0015 406-05520 1.500 Mg | 186.00000 279.00| | ASPHALT FOR TACK COAT | | | 0016 601-06035 100.000 m | 58.00000 5800.00| | GUARDRAIL, RESET | | | 0017 616-06451 30.000 Mg | 30.00000 900.00| | RIPRAP, UNIFORM | | | 0018 621-06564 1350.000 m2 | 2.10000 2835.00| | MULCHED SEEDING, CV | | | 0019 715-05203 141.000 m | 13.00000 1833.00| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 500 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 158,959.73 ROUTE : SR 3 CALL ORDER : 500 CONTRACT ID : M -24527-A COUNTIES : HENRY LETTING DATE : 08/17/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 | | |FOX CONTRACTORS CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 715-05435 5.500 m | 76.00000 418.00| | PIPE, UNDERDRAIN OUTLET, 100 mm | | | 0021 718-52610 11.000 m3 | 44.00000 484.00| | AGGREGATE FOR UNDERDRAINS | | | 0022 718-99153 127.000 m2 | 3.00000 381.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0023 801-06640 10.000 EACH| 65.00000 650.00| | CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 4000.00000 4000.00| | MAINTAINING TRAFFIC | | | 0025 808-06713 540.000 m | 0.96000 518.40| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0026 808-06714 490.000 m | 0.96000 470.40| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 172,398.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 172,398.80| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 82,096.43 ROUTE : 35 CALL ORDER : 510 CONTRACT ID : M -24529-A COUNTIES : DELAWARE LETTING DATE : 08/17/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 20 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. $ 80,579.00 100.0000% ==================================================================================================================================== |(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 PATCH AND REHAB PAVEMENT | | | 0001 110-01001 LUMP| 4000.00000 4000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 1380.000 m2 | 4.00000 5520.00| | SURFACE MILLING, ASPHALT | | | 0003 305-05204 180.000 Mg | 65.00000 11700.00| | HMA FOR PATCHING | | | 0004 310-04006 92.000 m2 | 430.00000 39560.00| | PATCHING, PARTIAL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0005 402-05477 367.000 Mg | 40.00000 14680.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 1.100 Mg | 140.00000 154.00| | ASPHALT FOR TACK COAT | | | 0007 801-06640 13.000 EACH| 85.00000 1105.00| | CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP| 2000.00000 2000.00| | MAINTAINING TRAFFIC | | | 0009 808-06694 3700.000 m | 0.40000 1480.00| | LINE, PAINT, SOLID, YELLOW, 200 mm | | | 0010 808-06711 1900.000 m | 0.20000 380.00| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | SECTION TOTALS | $ 80,579.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 80,579.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 31 CALL ORDER : 520 CONTRACT ID : M -24644-A COUNTIES : MARSHALL LETTING DATE : 08/17/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION COMPANY, INC. $ 31,946.14 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION COMPANY, INC. $ 43,328.50 135.6298% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 45,481.00 142.3677% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/24/99 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : PARK CALL ORDER : 530 CONTRACT ID : M -24653-A COUNTIES : OWEN PUTNAM LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/23/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 66,746.20 100.0000% ====================================================================================================================================