INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 600 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,725.01 ROUTE : I-64 AND SR 62 CALL ORDER : 600 CONTRACT ID : M -24753-A COUNTIES : PERRY SPENCER LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES 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 35-1271480 T-D & O, LLC. $ 43,983.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 58,895.00 133.9040% 3 35-1315965 FOX CONTRACTORS $ 64,454.68 146.5445% 4 35-1817574 YARDBERRY LANDSCAPE $ 67,785.00 154.1163% 5 35-1763075 NAAS BROTHERS TRUCKING $ 71,847.00 163.3517% 6 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 83,636.00 190.1552% 7 35-0248940 CORYDON STONE & ASPHALT $ 88,010.00 200.1000% 8 35-1134435 FOERTSCH CONSTRUCTION $ 96,511.00 219.4279% 9 35-1878024 RAGLE, INC. $ 111,000.00 252.3702% 10 35-1616373 OXLEY, SAM & COMPANY $ 128,253.77 291.5985% 11 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 194,864.50 443.0450% 12 35-1636776 LINKEL COMPANY $ 364,000.00 827.5924% ==================================================================================================================================== |(1) 35-1271480 |(2) 35-0626844 |(3) 35-1315965 |T-D & O, LLC. |RUDOLPH, J.H. & CO |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIPE REPAIR AND REPLACEMENT | | | 0001 105-06790 3.000 MOS | 1.00000 3.00| 750.00000 2250.00| 1200.00000 3600.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 2000.00000 2000.00| 2900.00000 2900.00| 8500.00000 8500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 1000.00000 1000.00| 1150.00000 1150.00| 700.00000 700.00 CLEARING RIGHT OF WAY | | | 0004 202-02272 2.000 m | 10.00000 20.00| 55.00000 110.00| 105.00000 210.00 PAVED SIDE DITCH, REMOVE | | | 0005 203-02000 20.000 m3 | 10.00000 200.00| 14.00000 280.00| 53.00000 1060.00 EXCAVATION, COMMON | | | 0006 205-02229 10.000 m | 10.00000 100.00| 91.00000 910.00| 33.00000 330.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0007 211-02060 225.000 m3 | 20.00000 4500.00| 18.00000 4050.00| 30.00000 6750.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-60905 1.000 Mg | 100.00000 100.00| 55.00000 55.00| 100.00000 100.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | SIZE #73 | | | 0009 402-05477 4.000 Mg | 150.00000 600.00| 210.00000 840.00| 220.00000 880.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 600 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,725.01 ROUTE : I-64 AND SR 62 CALL ORDER : 600 CONTRACT ID : M -24753-A COUNTIES : PERRY SPENCER LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1271480 |(2) 35-0626844 |(3) 35-1315965 |T-D & O, LLC. |RUDOLPH, J.H. & CO |FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0010 601-06035 15.000 m | 10.00000 150.00| 50.00000 750.00| 120.00000 1800.00 GUARDRAIL, RESET | | | 0011 607-06335 2.000 m | 100.00000 200.00| 120.00000 240.00| 580.00000 1160.00 PAVED SIDE DITCH, A | | | 0012 616-06405 100.000 Mg | 25.00000 2500.00| 23.00000 2300.00| 26.00000 2600.00 RIPRAP, REVETMENT | | | 0013 621-01004 1.000 EACH| 100.00000 100.00| 300.00000 300.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0014 621-06559 200.000 m2 | 1.00000 200.00| 2.80000 560.00| 3.50000 700.00 MULCHED SEEDING, R | | | 0015 715-03318 900.000 m2 | 17.00000 15300.00| 30.00000 27000.00| 17.50000 15750.00 FLOW LINE, CONCRETE PAVED | | | 0016 715-05019 38.000 m | 350.00000 13300.00| 250.00000 9500.00| 300.00000 11400.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0017 715-46040 1.000 EACH| 450.00000 450.00| 600.00000 600.00| 830.00000 830.00 PIPE END SECTION, 900 mm | | | 0018 801-04308 2.000 EACH| 50.00000 100.00| 75.00000 150.00| 76.00000 152.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0019 801-06605 4.000 EACH| 50.00000 200.00| 50.00000 200.00| 50.54580 202.18 BARRICADE, IIIA | | | 0020 801-06625 26.000 EACH| 10.00000 260.00| 50.00000 1300.00| 50.50000 1313.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0021 801-06640 35.000 EACH| 20.00000 700.00| 50.00000 1750.00| 50.50000 1767.50 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 2000.00000 2000.00| 1700.00000 1700.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 43,983.00| $ 58,895.00| $ 64,454.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 43,983.00| $ 58,895.00| $ 64,454.68 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 600 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,725.01 ROUTE : I-64 AND SR 62 CALL ORDER : 600 CONTRACT ID : M -24753-A COUNTIES : PERRY SPENCER LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1763075 |(6) 35-1009310 |YARDBERRY LANDSCAPE |NAAS BROTHERS TRUCKING |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIPE REPAIR AND REPLACEMENT | | | 0001 105-06790 3.000 MOS | 1200.00000 3600.00| 800.00000 2400.00| 400.00000 1200.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| 4150.00000 4150.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 1500.00000 1500.00 CLEARING RIGHT OF WAY | | | 0004 202-02272 2.000 m | 40.00000 80.00| 20.00000 40.00| 85.00000 170.00 PAVED SIDE DITCH, REMOVE | | | 0005 203-02000 20.000 m3 | 50.00000 1000.00| 25.00000 500.00| 32.00000 640.00 EXCAVATION, COMMON | | | 0006 205-02229 10.000 m | 16.00000 160.00| 10.00000 100.00| 12.00000 120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0007 211-02060 225.000 m3 | 36.00000 8100.00| 17.00000 3825.00| 11.00000 2475.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-60905 1.000 Mg | 175.00000 175.00| 100.00000 100.00| 27.00000 27.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | SIZE #73 | | | 0009 402-05477 4.000 Mg | 150.00000 600.00| 150.00000 600.00| 205.00000 820.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0010 601-06035 15.000 m | 30.00000 450.00| 20.00000 300.00| 4.00000 60.00 GUARDRAIL, RESET | | | 0011 607-06335 2.000 m | 150.00000 300.00| 60.00000 120.00| 485.00000 970.00 PAVED SIDE DITCH, A | | | 0012 616-06405 100.000 Mg | 36.00000 3600.00| 20.00000 2000.00| 22.00000 2200.00 RIPRAP, REVETMENT | | | 0013 621-01004 1.000 EACH| 700.00000 700.00| 300.00000 300.00| 660.00000 660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0014 621-06559 200.000 m2 | 8.00000 1600.00| 3.00000 600.00| 3.60000 720.00 MULCHED SEEDING, R | | | 0015 715-03318 900.000 m2 | 27.00000 24300.00| 28.00000 25200.00| 49.00000 44100.00 FLOW LINE, CONCRETE PAVED | | | 0016 715-05019 38.000 m | 280.00000 10640.00| 334.00000 12692.00| 328.00000 12464.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0017 715-46040 1.000 EACH| 900.00000 900.00| 420.00000 420.00| 935.00000 935.00 PIPE END SECTION, 900 mm | | | 0018 801-04308 2.000 EACH| 90.00000 180.00| 150.00000 300.00| 190.00000 380.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 600 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,725.01 ROUTE : I-64 AND SR 62 CALL ORDER : 600 CONTRACT ID : M -24753-A COUNTIES : PERRY SPENCER LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1763075 |(6) 35-1009310 |YARDBERRY LANDSCAPE |NAAS BROTHERS TRUCKING |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 801-06605 4.000 EACH| 60.00000 240.00| 500.00000 2000.00| 220.00000 880.00 BARRICADE, IIIA | | | 0020 801-06625 26.000 EACH| 60.00000 1560.00| 100.00000 2600.00| 90.00000 2340.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0021 801-06640 35.000 EACH| 60.00000 2100.00| 50.00000 1750.00| 55.00000 1925.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 3500.00000 3500.00| 2000.00000 2000.00| 4900.00000 4900.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 67,785.00| $ 71,847.00| $ 83,636.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 67,785.00| $ 71,847.00| $ 83,636.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 600 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,725.01 ROUTE : I-64 AND SR 62 CALL ORDER : 600 CONTRACT ID : M -24753-A COUNTIES : PERRY SPENCER LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0248940 |(8) 35-1134435 |(9) 35-1878024 |CORYDON STONE & ASPHALT |FOERTSCH CONSTRUCTION |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIPE REPAIR AND REPLACEMENT | | | 0001 105-06790 3.000 MOS | 2000.00000 6000.00| 1500.00000 4500.00| 500.00000 1500.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 4400.00000 4400.00| 2500.00000 2500.00| 5500.00000 5500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 7000.00000 7000.00| 6500.00000 6500.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0004 202-02272 2.000 m | 250.00000 500.00| 20.00000 40.00| 70.00000 140.00 PAVED SIDE DITCH, REMOVE | | | 0005 203-02000 20.000 m3 | 50.00000 1000.00| 15.00000 300.00| 10.00000 200.00 EXCAVATION, COMMON | | | 0006 205-02229 10.000 m | 10.00000 100.00| 20.00000 200.00| 10.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0007 211-02060 225.000 m3 | 25.00000 5625.00| 22.50000 5062.50| 28.00000 6300.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-60905 1.000 Mg | 100.00000 100.00| 50.00000 50.00| 40.00000 40.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | SIZE #73 | | | 0009 402-05477 4.000 Mg | 200.00000 800.00| 200.00000 800.00| 250.00000 1000.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0010 601-06035 15.000 m | 50.00000 750.00| 75.00000 1125.00| 30.00000 450.00 GUARDRAIL, RESET | | | 0011 607-06335 2.000 m | 500.00000 1000.00| 100.00000 200.00| 95.00000 190.00 PAVED SIDE DITCH, A | | | 0012 616-06405 100.000 Mg | 40.00000 4000.00| 25.00000 2500.00| 17.00000 1700.00 RIPRAP, REVETMENT | | | 0013 621-01004 1.000 EACH| 700.00000 700.00| 780.00000 780.00| 200.00000 200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0014 621-06559 200.000 m2 | 4.00000 800.00| 4.25000 850.00| 4.00000 800.00 MULCHED SEEDING, R | | | 0015 715-03318 900.000 m2 | 30.00000 27000.00| 54.00000 48600.00| 68.00000 61200.00 FLOW LINE, CONCRETE PAVED | | | 0016 715-05019 38.000 m | 500.00000 19000.00| 310.00000 11780.00| 600.00000 22800.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0017 715-46040 1.000 EACH| 500.00000 500.00| 650.00000 650.00| 400.00000 400.00 PIPE END SECTION, 900 mm | | | 0018 801-04308 2.000 EACH| 80.00000 160.00| 165.00000 330.00| 75.00000 150.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 600 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,725.01 ROUTE : I-64 AND SR 62 CALL ORDER : 600 CONTRACT ID : M -24753-A COUNTIES : PERRY SPENCER LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0248940 |(8) 35-1134435 |(9) 35-1878024 |CORYDON STONE & ASPHALT |FOERTSCH CONSTRUCTION |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 801-06605 4.000 EACH| 55.00000 220.00| 200.00000 800.00| 50.00000 200.00 BARRICADE, IIIA | | | 0020 801-06625 26.000 EACH| 55.00000 1430.00| 93.50000 2431.00| 50.00000 1300.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0021 801-06640 35.000 EACH| 55.00000 1925.00| 57.50000 2012.50| 50.00000 1750.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 5000.00000 5000.00| 4500.00000 4500.00| 2080.00000 2080.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 88,010.00| $ 96,511.00| $ 111,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 88,010.00| $ 96,511.00| $ 111,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 600 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,725.01 ROUTE : I-64 AND SR 62 CALL ORDER : 600 CONTRACT ID : M -24753-A COUNTIES : PERRY SPENCER LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1616373 |(11) 35-2032723 |(12) 35-1636776 |OXLEY, SAM & COMPANY |L M S ENVIRONMENTAL CONTRACT|LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIPE REPAIR AND REPLACEMENT | | | 0001 105-06790 3.000 MOS | 2926.75000 8780.25| 1620.00000 4860.00| 2000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 5140.50000 5140.50| 24680.00000 24680.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 3277.50000 3277.50| 4857.00000 4857.00| 40000.00000 40000.00 CLEARING RIGHT OF WAY | | | 0004 202-02272 2.000 m | 136.56000 273.12| 82.00000 164.00| 200.00000 400.00 PAVED SIDE DITCH, REMOVE | | | 0005 203-02000 20.000 m3 | 26.62000 532.40| 13.50000 270.00| 100.00000 2000.00 EXCAVATION, COMMON | | | 0006 205-02229 10.000 m | 28.87000 288.70| 30.60000 306.00| 400.00000 4000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0007 211-02060 225.000 m3 | 42.58000 9580.50| 30.90000 6952.50| 40.00000 9000.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-60905 1.000 Mg | 485.59000 485.59| 29.00000 29.00| 200.00000 200.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | SIZE #73 | | | 0009 402-05477 4.000 Mg | 171.93000 687.72| 150.00000 600.00| 200.00000 800.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0010 601-06035 15.000 m | 80.81000 1212.15| 40.00000 600.00| 200.00000 3000.00 GUARDRAIL, RESET | | | 0011 607-06335 2.000 m | 519.80000 1039.60| 218.00000 436.00| 1000.00000 2000.00 PAVED SIDE DITCH, A | | | 0012 616-06405 100.000 Mg | 32.40000 3240.00| 28.00000 2800.00| 80.00000 8000.00 RIPRAP, REVETMENT | | | 0013 621-01004 1.000 EACH| 702.00000 702.00| 850.00000 850.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0014 621-06559 200.000 m2 | 3.83000 766.00| 4.75000 950.00| 10.00000 2000.00 MULCHED SEEDING, R | | | 0015 715-03318 900.000 m2 | 71.49000 64341.00| 115.00000 103500.00| 250.00000 225000.00 FLOW LINE, CONCRETE PAVED | | | 0016 715-05019 38.000 m | 409.92000 15576.96| 366.00000 13908.00| 380.00000 14440.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0017 715-46040 1.000 EACH| 1182.78000 1182.78| 650.00000 650.00| 1500.00000 1500.00 PIPE END SECTION, 900 mm | | | 0018 801-04308 2.000 EACH| 81.00000 162.00| 180.00000 360.00| 1500.00000 3000.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 600 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,725.01 ROUTE : I-64 AND SR 62 CALL ORDER : 600 CONTRACT ID : M -24753-A COUNTIES : PERRY SPENCER LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1616373 |(11) 35-2032723 |(12) 35-1636776 |OXLEY, SAM & COMPANY |L M S ENVIRONMENTAL CONTRACT|LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 801-06605 4.000 EACH| 54.00000 216.00| 210.00000 840.00| 190.00000 760.00 BARRICADE, IIIA | | | 0020 801-06625 26.000 EACH| 54.00000 1404.00| 102.00000 2652.00| 150.00000 3900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0021 801-06640 35.000 EACH| 54.00000 1890.00| 60.00000 2100.00| 200.00000 7000.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 7475.00000 7475.00| 22500.00000 22500.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 128,253.77| $ 194,864.50| $ 364,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 128,253.77| $ 194,864.50| $ 364,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 610 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 99,999.98 ROUTE : SR 63, 246 & 59 CALL ORDER : 610 CONTRACT ID : M -24803-A COUNTIES : CLAY VERMILLION LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 04/29/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1127746 S & G EXCAVATING CO $ 39,840.00 100.0000% 2 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 54,900.00 137.8012% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 59,493.75 149.3317% 4 35-1817574 YARDBERRY LANDSCAPE $ 63,000.00 158.1325% 5 35-1636776 LINKEL COMPANY $ 97,000.00 243.4738% ==================================================================================================================================== |(1) 35-1127746 |(2) 35-2032723 |(3) 35-2070195 |S & G EXCAVATING CO |L M S ENVIRONMENTAL CONTRACT|ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL | | | 0001 110-01001 LUMP| 4000.00000 4000.00| 5700.00000 5700.00| 7400.00000 7400.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-90788 LUMP| 9812.00000 9812.00| 16950.00000 16950.00| 29425.00000 29425.00 DEBRIS, REMOVE , STR NO 1 | | | 0003 201-90788 LUMP| 17288.00000 17288.00| 14975.00000 14975.00| 14712.50000 14712.50 DEBRIS, REMOVE , STR NO 2 | | | 0004 201-90788 LUMP| 7940.00000 7940.00| 14975.00000 14975.00| 7456.25000 7456.25 DEBRIS, REMOVE , STR NO 3 | | | 0005 801-06775 LUMP| 800.00000 800.00| 2300.00000 2300.00| 500.00000 500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 39,840.00| $ 54,900.00| $ 59,493.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 39,840.00| $ 54,900.00| $ 59,493.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 610 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 99,999.98 ROUTE : SR 63, 246 & 59 CALL ORDER : 610 CONTRACT ID : M -24803-A COUNTIES : CLAY VERMILLION LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1636776 | |YARDBERRY LANDSCAPE |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL | | | 0001 110-01001 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 201-90788 LUMP| 11000.00000 11000.00| 30000.00000 30000.00| DEBRIS, REMOVE , STR NO 1 | | | 0003 201-90788 LUMP| 18000.00000 18000.00| 30000.00000 30000.00| DEBRIS, REMOVE , STR NO 2 | | | 0004 201-90788 LUMP| 29000.00000 29000.00| 25000.00000 25000.00| DEBRIS, REMOVE , STR NO 3 | | | 0005 801-06775 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 63,000.00| $ 97,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 63,000.00| $ 97,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 620 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 74,000.00 ROUTE : I-70, SR 267 & US 36 CALL ORDER : 620 CONTRACT ID : M -24804-A COUNTIES : VIGO CLAY LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM OTHERS CONTRACT TIME : 62 CALENDAR DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1606893 OLCO, INC. $ 70,000.00 100.0000% 2 35-1636776 LINKEL COMPANY $ 73,000.00 104.2857% 3 35-2034028 C & H MOWING, INC. $ 73,500.00 105.0000% 4 31-1489217 CUSTOM MOWING $ 90,000.00 128.5714% 5 35-1376229 COMPTON'S MOWING SERVICE $ 95,000.00 135.7142% ==================================================================================================================================== |(1) 35-1606893 |(2) 35-1636776 |(3) 35-2034028 |OLCO, INC. |LINKEL COMPANY |C & H MOWING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL| 30000.00000 30000.00| 25000.00000 25000.00| 23500.00000 23500.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 30000.00000 30000.00| 30000.00000 30000.00| 30000.00000 30000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 10000.00000 10000.00| 18000.00000 18000.00| 20000.00000 20000.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 70,000.00| $ 73,000.00| $ 73,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 70,000.00| $ 73,000.00| $ 73,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 620 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 74,000.00 ROUTE : I-70, SR 267 & US 36 CALL ORDER : 620 CONTRACT ID : M -24804-A COUNTIES : VIGO CLAY LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 31-1489217 |(5) 35-1376229 | |CUSTOM MOWING |COMPTON'S MOWING SERVICE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL| 30000.00000 30000.00| 30000.00000 30000.00| MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 38000.00000 38000.00| 35000.00000 35000.00| MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 22000.00000 22000.00| 30000.00000 30000.00| MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 90,000.00| $ 95,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 90,000.00| $ 95,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 630 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 57,600.00 ROUTE : 52 CALL ORDER : 630 CONTRACT ID : M -24805-A COUNTIES : VARIOUS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 82 CALENDAR DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1341875 CAVINDER & CAVINDER, INC. $ 40,450.00 100.0000% 2 35-2034028 C & H MOWING, INC. $ 43,500.00 107.5401% 3 31-1626866 CLEAR VALLEY $ 43,500.00 107.5401% 4 35-1958578 FEENEY, V., INC. $ 44,000.00 108.7762% 5 35-1606893 OLCO, INC. $ 48,000.00 118.6650% 6 35-1636776 LINKEL COMPANY $ 64,000.00 158.2200% 7 31-1489217 CUSTOM MOWING $ 66,800.00 165.1421% 8 35-1376229 COMPTON'S MOWING SERVICE $ 69,700.00 172.3114% ==================================================================================================================================== |(1) 35-1341875 |(2) 35-2034028 |(3) 31-1626866 |CAVINDER & CAVINDER, INC. |C & H MOWING, INC. |CLEAR VALLEY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 623-04884 1.000 CYCL| 13000.00000 13000.00| 15000.00000 15000.00| 15000.00000 15000.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 18000.00000 18000.00| 18000.00000 18000.00| 18000.00000 18000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 9450.00000 9450.00| 10500.00000 10500.00| 10500.00000 10500.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 40,450.00| $ 43,500.00| $ 43,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 40,450.00| $ 43,500.00| $ 43,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 630 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 57,600.00 ROUTE : 52 CALL ORDER : 630 CONTRACT ID : M -24805-A COUNTIES : VARIOUS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1958578 |(5) 35-1606893 |(6) 35-1636776 |FEENEY, V., INC. |OLCO, INC. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 623-04884 1.000 CYCL| 11000.00000 11000.00| 20000.00000 20000.00| 25000.00000 25000.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 22000.00000 22000.00| 18000.00000 18000.00| 25000.00000 25000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 11000.00000 11000.00| 10000.00000 10000.00| 14000.00000 14000.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 44,000.00| $ 48,000.00| $ 64,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 44,000.00| $ 48,000.00| $ 64,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 630 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 57,600.00 ROUTE : 52 CALL ORDER : 630 CONTRACT ID : M -24805-A COUNTIES : VARIOUS LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 31-1489217 |(8) 35-1376229 | |CUSTOM MOWING |COMPTON'S MOWING SERVICE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 623-04884 1.000 CYCL| 20000.00000 20000.00| 25000.00000 25000.00| MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 26800.00000 26800.00| 25000.00000 25000.00| MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 20000.00000 20000.00| 19700.00000 19700.00| MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 66,800.00| $ 69,700.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 66,800.00| $ 69,700.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 640 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,529.99 ROUTE : 224 CALL ORDER : 640 CONTRACT ID : M -24819-A COUNTIES : HUNTINGTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 05/26/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 219,875.55 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 234,713.59 106.7483% 3 34-4272670 JOHNSON, S.E. COMPANIES $ 243,421.55 110.7087% 4 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 254,239.50 115.6288% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 34-4272670 |E & B PAVING, INC. |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 1000.00000 1000.00| 11700.00000 11700.00| 8000.00000 8000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 6600.000 m2 | 1.80000 11880.00| 2.39000 15774.00| 1.20000 7920.00 SURFACE MILLING, ASPHALT | | | 0003 202-74035 3.000 EACH| 25.00000 75.00| 50.00000 150.00| 50.00000 150.00 SIGN, REMOVE | | | 0004 303-60905 150.000 Mg | 1.00000 150.00| 27.56000 4134.00| 16.00000 2400.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0005 305-05206 3000.000 Mg | 29.00000 87000.00| 26.18000 78540.00| 34.50000 103500.00 WIDENING WITH HMA | | | 0006 402-05474 1400.000 Mg | 26.60000 37240.00| 27.12000 37968.00| 29.50000 41300.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0007 402-05477 1050.000 Mg | 33.82000 35511.00| 32.08000 33684.00| 34.50000 36225.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0008 406-05520 6.500 Mg | 56.00000 364.00| 220.46000 1432.99| 165.00000 1072.50 ASPHALT FOR TACK COAT | | | 0009 605-97170 1050.000 m | 10.25000 10762.50| 10.00000 10500.00| 10.00000 10500.00 CURB, PRECAST CONCRETE , 150 MM, | | | (FURNISH) | | | 0010 610-05527 100.000 Mg | 37.50000 3750.00| 50.83000 5083.00| 53.00000 5300.00 HMA FOR APPROACHES | | | 0011 720-44000 28.000 EACH| 269.00000 7532.00| 340.00000 9520.00| 375.00000 10500.00 CASTING, ADJUST TO GRADE | | | 0012 720-44015 1.000 EACH| 575.00000 575.00| 765.00000 765.00| 700.00000 700.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0013 801-06203 900.000 m | 0.25000 225.00| 0.03000 27.00| 0.75000 675.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 640 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,529.99 ROUTE : 224 CALL ORDER : 640 CONTRACT ID : M -24819-A COUNTIES : HUNTINGTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 34-4272670 |E & B PAVING, INC. |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06207 450.000 m | 1.00000 450.00| 0.03000 13.50| 2.30000 1035.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0015 801-06640 16.000 EACH| 65.00000 1040.00| 65.00000 1040.00| 84.00000 1344.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 13628.00000 13628.00| 17875.00000 17875.00| 4500.00000 4500.00 MAINTAINING TRAFFIC | | | 0017 802-91122 10.000 EACH| 175.00000 1750.00| 90.00000 900.00| 137.00000 1370.00 SIGN, GROUND MOUNTED, RESET | | | 0018 808-06701 15.000 m | 1.17000 17.55| 0.90000 13.50| 1.17000 17.55 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0019 808-06703 1770.000 m | 1.17000 2070.90| 0.90000 1593.00| 1.17000 2070.90 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0020 808-75245 1770.000 m | 1.17000 2070.90| 0.90000 1593.00| 1.17000 2070.90 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0021 808-75996 52.000 EACH| 4.00000 208.00| 3.30000 171.60| 3.75000 195.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0022 808-75998 86.000 EACH| 29.95000 2575.70| 26.00000 2236.00| 29.95000 2575.70 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 219,875.55| $ 234,713.59| $ 243,421.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 219,875.55| $ 234,713.59| $ 243,421.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 640 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,529.99 ROUTE : 224 CALL ORDER : 640 CONTRACT ID : M -24819-A COUNTIES : HUNTINGTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1016737 | | |WAYNE ASPHALT & CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 12000.00000 12000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 6600.000 m2 | 1.20000 7920.00| | SURFACE MILLING, ASPHALT | | | 0003 202-74035 3.000 EACH| 100.00000 300.00| | SIGN, REMOVE | | | 0004 303-60905 150.000 Mg | 12.00000 1800.00| | COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0005 305-05206 3000.000 Mg | 35.50000 106500.00| | WIDENING WITH HMA | | | 0006 402-05474 1400.000 Mg | 30.00000 42000.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0007 402-05477 1050.000 Mg | 34.00000 35700.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0008 406-05520 6.500 Mg | 200.00000 1300.00| | ASPHALT FOR TACK COAT | | | 0009 605-97170 1050.000 m | 10.00000 10500.00| | CURB, PRECAST CONCRETE , 150 MM, | | | (FURNISH) | | | 0010 610-05527 100.000 Mg | 41.00000 4100.00| | HMA FOR APPROACHES | | | 0011 720-44000 28.000 EACH| 225.00000 6300.00| | CASTING, ADJUST TO GRADE | | | 0012 720-44015 1.000 EACH| 600.00000 600.00| | CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0013 801-06203 900.000 m | 0.75000 675.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0014 801-06207 450.000 m | 3.50000 1575.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0015 801-06640 16.000 EACH| 65.00000 1040.00| | CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 14500.00000 14500.00| | MAINTAINING TRAFFIC | | | 0017 802-91122 10.000 EACH| 137.00000 1370.00| | SIGN, GROUND MOUNTED, RESET | | | 0018 808-06701 15.000 m | 0.90000 13.50| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 640 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 343,529.99 ROUTE : 224 CALL ORDER : 640 CONTRACT ID : M -24819-A COUNTIES : HUNTINGTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1016737 | | |WAYNE ASPHALT & CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 808-06703 1770.000 m | 0.90000 1593.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0020 808-75245 1770.000 m | 0.90000 1593.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0021 808-75996 52.000 EACH| 12.00000 624.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0022 808-75998 86.000 EACH| 26.00000 2236.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 254,239.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 254,239.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 650 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 118,104.06 ROUTE : VARIOUS CALL ORDER : 650 CONTRACT ID : M -24833-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 02/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 85,301.00 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 87,075.00 102.0796% 3 35-1663068 SIMS & PEDIGO COMPANY $ 154,748.00 181.4140% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-1663068 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONCRETE BARRIER WALL REPAIR | | | 0002 601-04746 1.000 EACH| 3600.00000 3600.00| 3500.00000 3500.00| 10000.00000 10000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0003 602-06639 32.000 m | 140.00000 4480.00| 100.00000 3200.00| 100.00000 3200.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0004 602-06646 160.000 m | 132.00000 21120.00| 60.00000 9600.00| 100.00000 16000.00 TEMPORARY CONCRETE BARRIER | | | 0005 702-51863 44.000 EACH| 5.00000 220.00| 15.00000 660.00| 20.00000 880.00 FIELD DRILLED HOLE IN CONCRETE | | | 0006 702-52376 21.000 m3 | 2200.00000 46200.00| 2500.00000 52500.00| 5000.00000 105000.00 CONCRETE, C, STRUCTURES | | | 0007 703-51032 3456.000 kg | 1.00000 3456.00| 2.50000 8640.00| 3.00000 10368.00 REINFORCING STEEL, EPOXY COATED | | | 0008 801-06046 750.000 m | 1.50000 1125.00| 4.00000 3000.00| 4.00000 3000.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 125 mm | | | 0009 801-06640 20.000 EACH| 175.00000 3500.00| 150.00000 3000.00| 150.00000 3000.00 CONSTRUCTION SIGN, A | | | 0010 801-06645 10.000 EACH| 25.00000 250.00| 50.00000 500.00| 60.00000 600.00 CONSTRUCTION SIGN, B | | | 0011 801-06710 90.000 DAY | 15.00000 1350.00| 27.50000 2475.00| 30.00000 2700.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 85,301.00| $ 87,075.00| $ 154,748.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 85,301.00| $ 87,075.00| $ 154,748.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 660 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,674.42 ROUTE : SP. CALL ORDER : 660 CONTRACT ID : M -24834-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1033872 GRADY BROTHERS, INC. $ 77,701.50 100.0000% 2 35-1139301 E & B PAVING, INC. $ 83,772.00 107.8125% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 85,414.50 109.9264% 4 35-1151771 CALUMET ASPHALT PAVING CO $ 86,266.99 111.0235% 5 31-4351261 SHELLY & SANDS, INC. $ 104,119.36 133.9991% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 104,140.00 134.0257% ==================================================================================================================================== |(1) 35-1033872 |(2) 35-1139301 |(3) 35-1917625 |GRADY BROTHERS, INC. |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INSTITUTION AND PARK ROAD MAINTENANCE | | | 0001 110-01001 LUMP| 3150.00000 3150.00| 5600.00000 5600.00| 4250.00000 4250.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 5180.000 m2 | 1.50000 7770.00| 0.90000 4662.00| 1.90000 9842.00 SURFACE MILLING, ASPHALT | | | 0003 402-05468 129.000 Mg | 75.00000 9675.00| 40.00000 5160.00| 65.00000 8385.00 HMA BASE 25.0 mm, MAINLINE | | | 0004 402-05474 71.000 Mg | 54.00000 3834.00| 60.00000 4260.00| 75.00000 5325.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0005 402-05479 975.000 Mg | 49.50000 48262.50| 60.00000 58500.00| 55.50000 54112.50 HMA SURFACE 12.5 mm, MAINLINE | | | 0006 405-05517 0.800 Mg | 300.00000 240.00| 225.00000 180.00| 600.00000 480.00 ASPHALT FOR PRIME COAT | | | 0007 406-05520 3.600 Mg | 575.00000 2070.00| 225.00000 810.00| 200.00000 720.00 ASPHALT FOR TACK COAT | | | 0008 720-44000 4.000 EACH| 300.00000 1200.00| 400.00000 1600.00| 450.00000 1800.00 CASTING, ADJUST TO GRADE | | | 0009 801-06775 LUMP| 1500.00000 1500.00| 3000.00000 3000.00| 500.00000 500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 77,701.50| $ 83,772.00| $ 85,414.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 77,701.50| $ 83,772.00| $ 85,414.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 660 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 81,674.42 ROUTE : SP. CALL ORDER : 660 CONTRACT ID : M -24834-A COUNTIES : MARION LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 31-4351261 |(6) 35-0918397 |CALUMET ASPHALT PAVING CO |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INSTITUTION AND PARK ROAD MAINTENANCE | | | 0001 110-01001 LUMP| 4300.00000 4300.00| 4854.60000 4854.60| 4500.00000 4500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 5180.000 m2 | 1.86000 9634.80| 2.07000 10722.60| 2.30000 11914.00 SURFACE MILLING, ASPHALT | | | 0003 402-05468 129.000 Mg | 102.18000 13181.22| 123.84000 15975.36| 124.00000 15996.00 HMA BASE 25.0 mm, MAINLINE | | | 0004 402-05474 71.000 Mg | 65.43000 4645.53| 88.81000 6305.51| 75.00000 5325.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0005 402-05479 975.000 Mg | 50.00000 48750.00| 61.62000 60079.50| 59.00000 57525.00 HMA SURFACE 12.5 mm, MAINLINE | | | 0006 405-05517 0.800 Mg | 970.06000 776.05| 1104.81000 883.85| 700.00000 560.00 ASPHALT FOR PRIME COAT | | | 0007 406-05520 3.600 Mg | 549.83000 1979.39| 166.90000 600.84| 1200.00000 4320.00 ASPHALT FOR TACK COAT | | | 0008 720-44000 4.000 EACH| 300.00000 1200.00| 776.69000 3106.76| 500.00000 2000.00 CASTING, ADJUST TO GRADE | | | 0009 801-06775 LUMP| 1800.00000 1800.00| 1590.34000 1590.34| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 86,266.99| $ 104,119.36| $ 104,140.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 86,266.99| $ 104,119.36| $ 104,140.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 670 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : VARIOUS CALL ORDER : 670 CONTRACT ID : M -24835-A COUNTIES : DELAWARE MADISON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 103,948.50 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 680 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SP CALL ORDER : 680 CONTRACT ID : M -24836-A COUNTIES : HENRY WAYNE LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT RUSH OTHERS CONTRACT TIME : 20 WORK DAYS 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. $ 109,378.40 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 690 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 126,126.00 ROUTE : VARIOUS CALL ORDER : 690 CONTRACT ID : M -24837-A COUNTIES : MARION MADISON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT HAMILTON OTHERS CONTRACT TIME : 10/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1341875 CAVINDER & CAVINDER, INC. CONDITIONAL BID NOT AWARDABLE $ 80,800.00 100.0000% 2 35-1958578 FEENEY, V., INC. IRREGULAR $ 86,000.00 106.4356% 3 35-1376229 COMPTON'S MOWING SERVICE IRREGULAR $ 99,000.00 122.5247% 4 35-1606893 OLCO, INC. AWARD $ 112,000.00 138.6138% 5 35-1636776 LINKEL COMPANY $ 122,000.00 150.9900% ==================================================================================================================================== |(1) 35-1341875 |(2) 35-1958578 |(3) 35-1376229 |CAVINDER & CAVINDER, INC. |FEENEY, V., INC. |COMPTON'S MOWING SERVICE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 623-04884 1.000 CYCL| 10000.00000 10000.00| 10000.00000 10000.00| 10000.00000 10000.00 MOWING, CYCLE NO. 1 RURAL | | | 0002 623-04884 1.000 CYCL| 14000.00000 14000.00| 10000.00000 10000.00| 18000.00000 18000.00 MOWING, CYCLE NO. 1 URBAN | | | 0003 623-04885 1.000 CYCL| 9000.00000 9000.00| 24000.00000 24000.00| 10000.00000 10000.00 MOWING, CYCLE NO. 2 RURAL | | | 0004 623-04885 1.000 CYCL| 12000.00000 12000.00| 10000.00000 10000.00| 16000.00000 16000.00 MOWING, CYCLE NO. 2 URBAN | | | 0005 623-04886 1.000 CYCL| 3800.00000 3800.00| 2000.00000 2000.00| 3000.00000 3000.00 MOWING, CYCLE NO. 3 RURAL | | | 0006 623-04886 1.000 CYCL| 12000.00000 12000.00| 10000.00000 10000.00| 16000.00000 16000.00 MOWING, CYCLE NO. 3 URBAN | | | 0007 623-04887 1.000 CYCL| 8000.00000 8000.00| 10000.00000 10000.00| 10000.00000 10000.00 MOWING, CYCLE NO. 4 RURAL | | | 0008 623-04887 1.000 CYCL| 12000.00000 12000.00| 10000.00000 10000.00| 16000.00000 16000.00 MOWING, CYCLE NO. 4 URBAN | | | SECTION TOTALS | $ 80,800.00| $ 86,000.00| $ 99,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 80,800.00| $ 86,000.00| $ 99,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/00 PAGE : 690 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 126,126.00 ROUTE : VARIOUS CALL ORDER : 690 CONTRACT ID : M -24837-A COUNTIES : MARION MADISON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT HAMILTON OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 35-1606893 |(5) 35-1636776 | |OLCO, INC. |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 623-04884 1.000 CYCL| 28000.00000 28000.00| 30000.00000 30000.00| MOWING, CYCLE NO. 1 RURAL | | | 0002 623-04884 1.000 CYCL| 18000.00000 18000.00| 18000.00000 18000.00| MOWING, CYCLE NO. 1 URBAN | | | 0003 623-04885 1.000 CYCL| 18000.00000 18000.00| 18000.00000 18000.00| MOWING, CYCLE NO. 2 RURAL | | | 0004 623-04885 1.000 CYCL| 18000.00000 18000.00| 18000.00000 18000.00| MOWING, CYCLE NO. 2 URBAN | | | 0005 623-04886 1.000 CYCL| 10000.00000 10000.00| 12000.00000 12000.00| MOWING, CYCLE NO. 3 RURAL | | | 0006 623-04886 1.000 CYCL| 10000.00000 10000.00| 12000.00000 12000.00| MOWING, CYCLE NO. 3 URBAN | | | 0007 623-04887 1.000 CYCL| 5000.00000 5000.00| 7000.00000 7000.00| MOWING, CYCLE NO. 4 RURAL | | | 0008 623-04887 1.000 CYCL| 5000.00000 5000.00| 7000.00000 7000.00| MOWING, CYCLE NO. 4 URBAN | | | SECTION TOTALS | $ 112,000.00| $ 122,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 112,000.00| $ 122,000.00| ====================================================================================================================================