INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,150.56 ROUTE : SRS 3-44-140 & US 40 CALL ORDER : 301 CONTRACT ID : M -24892-A COUNTIES : FAYETTE HENRY LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT RUSH CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 308,784.46 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 319,009.50 103.3113% 3 35-1151771 CALUMET ASPHALT PAVING CO $ 340,224.39 110.1818% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 384,250.00 124.4395% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1151771 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE AND HMA PATCHING | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 7500.00000 7500.00| 2950.00000 2950.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15400.00000 15400.00| 15000.00000 15000.00| 3140.00000 3140.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 38827.000 m2 | 1.23000 47757.21| 1.00000 38827.00| 1.54000 59793.58 SURFACE MILLING, ASPHALT | | | 0005 305-05204 770.000 Mg | 89.90000 69223.00| 85.00000 65450.00| 89.77000 69122.90 HMA FOR PATCHING | | | 0006 402-05477 2637.000 Mg | 43.00000 113391.00| 42.50000 112072.50| 51.26000 135172.62 HMA SURFACE 9.5 mm, MAINLINE | | | 0007 406-05520 12.000 Mg | 200.00000 2400.00| 200.00000 2400.00| 150.00000 1800.00 ASPHALT FOR TACK COAT | | | 0008 610-05527 410.000 Mg | 73.00000 29930.00| 70.00000 28700.00| 61.13000 25063.30 HMA FOR APPROACHES | | | 0009 801-06640 73.000 EACH| 52.00000 3796.00| 70.00000 5110.00| 52.80000 3854.40 CONSTRUCTION SIGN, A | | | 0010 801-06710 45.000 DAY | 19.00000 855.00| 25.00000 1125.00| 18.48000 831.60 FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 10500.00000 10500.00| 16000.00000 16000.00| 23224.10000 23224.10 MAINTAINING TRAFFIC | | | 0012 808-06713 240.000 m | 1.05000 252.00| 0.75000 180.00| 1.06000 254.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0013 808-06714 4980.000 m | 0.17000 846.60| 0.75000 3735.00| 0.17000 846.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0014 808-06723 18.000 EACH| 45.00000 810.00| 40.00000 720.00| 44.35000 798.30 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 301 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,150.56 ROUTE : SRS 3-44-140 & US 40 CALL ORDER : 301 CONTRACT ID : M -24892-A COUNTIES : FAYETTE HENRY LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT RUSH SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1151771 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |CALUMET ASPHALT PAVING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06724 10.000 EACH| 58.00000 580.00| 50.00000 500.00| 57.03000 570.30 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0016 808-06726 231.000 m | 1.40000 323.40| 4.00000 924.00| 1.42000 328.02 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0017 808-75100 441.000 m | 0.25000 110.25| 1.00000 441.00| 0.25000 110.25 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 150 mm | | | 0018 808-75140 2.000 EACH| 375.00000 750.00| 250.00000 500.00| 369.61000 739.22 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0019 402-05468 8.000 Mg | 270.00000 2160.00| 150.00000 1200.00| 185.90000 1487.20 HMA BASE 25.0 mm, MAINLINE | | | 0020 506-06333 35.000 m2 | 150.00000 5250.00| 425.00000 14875.00| 253.44000 8870.40 PCCP PATCHING, FULL DEPTH | | | 0021 732-06674 5.000 m2 | 290.00000 1450.00| 750.00000 3750.00| 253.44000 1267.20 GROUT | | | SECTION TOTALS | $ 308,784.46| $ 319,009.50| $ 340,224.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 308,784.46| $ 319,009.50| $ 340,224.39 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 301 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,150.56 ROUTE : SRS 3-44-140 & US 40 CALL ORDER : 301 CONTRACT ID : M -24892-A COUNTIES : FAYETTE HENRY LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT RUSH SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE AND HMA PATCHING | | | 0002 105-06845 LUMP| 3000.00000 3000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14000.00000 14000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 38827.000 m2 | 1.90000 73771.30| | SURFACE MILLING, ASPHALT | | | 0005 305-05204 770.000 Mg | 116.00000 89320.00| | HMA FOR PATCHING | | | 0006 402-05477 2637.000 Mg | 43.00000 113391.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0007 406-05520 12.000 Mg | 185.00000 2220.00| | ASPHALT FOR TACK COAT | | | 0008 610-05527 410.000 Mg | 95.00000 38950.00| | HMA FOR APPROACHES | | | 0009 801-06640 73.000 EACH| 55.00000 4015.00| | CONSTRUCTION SIGN, A | | | 0010 801-06710 45.000 DAY | 19.00000 855.00| | FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 19999.70000 19999.70| | MAINTAINING TRAFFIC | | | 0012 808-06713 240.000 m | 0.30000 72.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0013 808-06714 4980.000 m | 0.30000 1494.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0014 808-06723 18.000 EACH| 50.00000 900.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0015 808-06724 10.000 EACH| 75.00000 750.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0016 808-06726 231.000 m | 9.00000 2079.00| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0017 808-75100 441.000 m | 3.00000 1323.00| | TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 150 mm | | | 0018 808-75140 2.000 EACH| 300.00000 600.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 301 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,150.56 ROUTE : SRS 3-44-140 & US 40 CALL ORDER : 301 CONTRACT ID : M -24892-A COUNTIES : FAYETTE HENRY LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT RUSH SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05468 8.000 Mg | 120.00000 960.00| | HMA BASE 25.0 mm, MAINLINE | | | 0020 506-06333 35.000 m2 | 390.00000 13650.00| | PCCP PATCHING, FULL DEPTH | | | 0021 732-06674 5.000 m2 | 580.00000 2900.00| | GROUT | | | SECTION TOTALS | $ 384,250.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 384,250.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 108,921.09 ROUTE : STATE PARK CALL ORDER : 321 CONTRACT ID : M -24929-A COUNTIES : SPENCER LETTING DATE : 08/15/00 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 35-0626844 RUDOLPH, J.H. & CO $ 99,892.50 100.0000% 2 35-1139301 E & B PAVING, INC. $ 106,737.00 106.8518% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 825.00000 2475.00| 2400.00000 7200.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 4800.00000 4800.00| 5000.00000 5000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 303-04095 375.000 Mg | 12.70000 4762.50| 22.00000 8250.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0004 402-05495 400.000 Mg | 52.90000 21160.00| 50.00000 20000.00| HMA WEDGE AND LEVEL | | | 0005 402-05497 1200.000 Mg | 52.90000 63480.00| 50.00000 60000.00| HMA FOR PARK ROAD | | | 0006 406-05520 5.100 Mg | 150.00000 765.00| 200.00000 1020.00| ASPHALT FOR TACK COAT | | | 0007 801-06640 3.000 EACH| 150.00000 450.00| 89.00000 267.00| CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 99,892.50| $ 106,737.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 99,892.50| $ 106,737.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,487.05 ROUTE : US 27 CALL ORDER : 341 CONTRACT ID : M -24999-A COUNTIES : UNION LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/22/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 159,416.58 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 162,472.85 101.9171% 3 35-1549010 MCALISTER EXCAVATING CO $ 176,112.94 110.4734% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 185,570.40 116.4059% 5 35-1991044 JOHNSON COMPANY, INC. $ 186,135.25 116.7602% 6 35-1357381 O'MARA, DAVE CONTRACTOR $ 187,123.65 117.3802% 7 35-1954982 T C INCORPORATED $ 224,267.31 140.6800% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1917625 |(3) 35-1549010 |YARDBERRY LANDSCAPE |MILESTONE CONTRACTORS, L.P. |MCALISTER EXCAVATING CO 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 | 1750.00000 7000.00| 2000.00000 8000.00| 1500.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4800.00000 4800.00| 5800.00000 5800.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 8000.00000 8000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 1600.00000 1600.00| 1500.00000 1500.00 CLEARING RIGHT OF WAY | | | 0005 202-02271 1.000 EACH| 350.00000 350.00| 1500.00000 1500.00| 200.00000 200.00 HEADWALL, REMOVE | | | 0006 203-02000 10.000 m3 | 65.00000 650.00| 68.00000 680.00| 110.00000 1100.00 EXCAVATION, COMMON | | | 0007 203-02070 381.000 m3 | 16.00000 6096.00| 25.00000 9525.00| 21.50000 8191.50 BORROW | | | 0008 211-02060 16.200 m3 | 35.00000 567.00| 22.00000 356.40| 166.00000 2689.20 B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-94433 205.800 m3 | 31.50000 6482.70| 49.00000 10084.20| 37.00000 7614.60 AGGREGATE, 12 | | | 0010 305-06082 92.000 Mg | 85.00000 7820.00| 116.65000 10731.80| 120.00000 11040.00 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0011 615-06490 9.000 EACH| 200.00000 1800.00| 170.00000 1530.00| 175.00000 1575.00 RIGHT OF WAY MARKER | | | 0012 616-02320 166.600 m2 | 4.00000 666.40| 2.80000 466.48| 2.86000 476.48 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,487.05 ROUTE : US 27 CALL ORDER : 341 CONTRACT ID : M -24999-A COUNTIES : UNION LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1917625 |(3) 35-1549010 |YARDBERRY LANDSCAPE |MILESTONE CONTRACTORS, L.P. |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 616-06405 75.200 Mg | 35.00000 2632.00| 56.00000 4211.20| 24.00000 1804.80 RIPRAP, REVETMENT | | | 0014 621-01004 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06559 1165.000 m2 | 0.80000 932.00| 1.60000 1864.00| 1.45000 1689.25 MULCHED SEEDING, R | | | 0016 621-06570 43.200 m3 | 35.00000 1512.00| 45.00000 1944.00| 25.00000 1080.00 TOP SOIL | | | 0017 702-51015 34.200 m3 | 500.00000 17100.00| 500.00000 17100.00| 390.00000 13338.00 CONCRETE, B, FOOTINGS | | | 0018 703-51030 2401.800 kg | 1.75000 4203.15| 1.40000 3362.52| 1.45000 3482.61 REINFORCING STEEL | | | 0019 714-06249 22.320 m | 2460.64000 54921.48| 2500.00000 55800.00| 3200.00000 71424.00 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 3600mm X 1800 mm | | | 0020 714-44240 30.600 m3 | 506.00000 15483.60| 50.00000 1530.00| 460.00000 14076.00 CONCRETE, A, STRUCTURES | | | 0021 715-05119 19.500 m | 85.00000 1657.50| 95.00000 1852.50| 92.00000 1794.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0022 715-06507 30.000 m | 90.00000 2700.00| 120.00000 3600.00| 71.00000 2130.00 PIPE, RCP, II, D0.3=60, 450 mm | | | 0023 715-46005 1.000 EACH| 375.00000 375.00| 550.00000 550.00| 250.00000 250.00 PIPE END SECTION, 375 mm | | | 0024 720-45405 1.000 EACH| 1850.00000 1850.00| 1900.00000 1900.00| 1200.00000 1200.00 MANHOLE, B4 | | | 0025 720-90547 1.000 EACH| 1800.00000 1800.00| 1600.00000 1600.00| 1050.00000 1050.00 CATCH BASIN, A7 | | | 0026 801-04308 4.000 EACH| 224.25000 897.00| 95.00000 380.00| 150.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0027 801-06605 8.000 EACH| 74.75000 598.00| 70.00000 560.00| 85.00000 680.00 BARRICADE, IIIA | | | 0028 801-06606 4.000 EACH| 99.00000 396.00| 70.00000 280.00| 100.00000 400.00 BARRICADE, IIIB | | | 0029 801-06625 34.000 EACH| 83.00000 2822.00| 80.00000 2720.00| 100.00000 3400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0030 801-06640 16.000 EACH| 102.00000 1632.00| 70.00000 1120.00| 75.00000 1200.00 CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0032 804-06770 10.000 EACH| 25.00000 250.00| 17.00000 170.00| 14.00000 140.00 DELINEATOR POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 341 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,487.05 ROUTE : US 27 CALL ORDER : 341 CONTRACT ID : M -24999-A COUNTIES : UNION LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1917625 |(3) 35-1549010 |YARDBERRY LANDSCAPE |MILESTONE CONTRACTORS, L.P. |MCALISTER EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-06712 33.500 m | 7.30000 244.55| 5.70000 190.95| 5.00000 167.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0034 808-06714 134.000 m | 7.30000 978.20| 5.70000 763.80| 5.00000 670.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 159,416.58| $ 162,472.85| $ 176,112.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 159,416.58| $ 162,472.85| $ 176,112.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 341 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,487.05 ROUTE : US 27 CALL ORDER : 341 CONTRACT ID : M -24999-A COUNTIES : UNION LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1991044 |(6) 35-1357381 |BEATY CONSTRUCTION, INC. |JOHNSON COMPANY, INC. |O'MARA, DAVE CONTRACTOR 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 | 750.00000 3000.00| 1100.00000 4400.00| 925.00000 3700.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3500.00000 3500.00| 4100.00000 4100.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9300.00000 9300.00| 9800.00000 9800.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1856.00000 1856.00| 1900.00000 1900.00| 1500.00000 1500.00 CLEARING RIGHT OF WAY | | | 0005 202-02271 1.000 EACH| 2500.00000 2500.00| 1000.00000 1000.00| 4800.00000 4800.00 HEADWALL, REMOVE | | | 0006 203-02000 10.000 m3 | 25.00000 250.00| 35.00000 350.00| 450.00000 4500.00 EXCAVATION, COMMON | | | 0007 203-02070 381.000 m3 | 25.00000 9525.00| 22.50000 8572.50| 22.00000 8382.00 BORROW | | | 0008 211-02060 16.200 m3 | 36.00000 583.20| 22.50000 364.50| 175.00000 2835.00 B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-94433 205.800 m3 | 51.00000 10495.80| 22.50000 4630.50| 29.00000 5968.20 AGGREGATE, 12 | | | 0010 305-06082 92.000 Mg | 118.00000 10856.00| 109.00000 10028.00| 135.00000 12420.00 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0011 615-06490 9.000 EACH| 150.00000 1350.00| 115.00000 1035.00| 175.00000 1575.00 RIGHT OF WAY MARKER | | | 0012 616-02320 166.600 m2 | 3.00000 499.80| 5.00000 833.00| 3.00000 499.80 GEOTEXTILES | | | 0013 616-06405 75.200 Mg | 30.00000 2256.00| 25.00000 1880.00| 24.00000 1804.80 RIPRAP, REVETMENT | | | 0014 621-01004 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06559 1165.000 m2 | 1.50000 1747.50| 1.45000 1689.25| 1.50000 1747.50 MULCHED SEEDING, R | | | 0016 621-06570 43.200 m3 | 32.00000 1382.40| 50.00000 2160.00| 45.00000 1944.00 TOP SOIL | | | 0017 702-51015 34.200 m3 | 650.00000 22230.00| 320.00000 10944.00| 495.00000 16929.00 CONCRETE, B, FOOTINGS | | | 0018 703-51030 2401.800 kg | 1.50000 3602.70| 1.60000 3842.88| 2.00000 4803.60 REINFORCING STEEL | | | 0019 714-06249 22.320 m | 2700.00000 60264.00| 3400.00000 75888.00| 3550.00000 79236.00 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 3600mm X 1800 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 341 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,487.05 ROUTE : US 27 CALL ORDER : 341 CONTRACT ID : M -24999-A COUNTIES : UNION LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1991044 |(6) 35-1357381 |BEATY CONSTRUCTION, INC. |JOHNSON COMPANY, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 714-44240 30.600 m3 | 450.00000 13770.00| 690.00000 21114.00| 100.00000 3060.00 CONCRETE, A, STRUCTURES | | | 0021 715-05119 19.500 m | 103.00000 2008.50| 100.00000 1950.00| 135.00000 2632.50 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0022 715-06507 30.000 m | 105.00000 3150.00| 75.00000 2250.00| 105.00000 3150.00 PIPE, RCP, II, D0.3=60, 450 mm | | | 0023 715-46005 1.000 EACH| 125.00000 125.00| 350.00000 350.00| 275.00000 275.00 PIPE END SECTION, 375 mm | | | 0024 720-45405 1.000 EACH| 1400.00000 1400.00| 2000.00000 2000.00| 1300.00000 1300.00 MANHOLE, B4 | | | 0025 720-90547 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 1200.00000 1200.00 CATCH BASIN, A7 | | | 0026 801-04308 4.000 EACH| 95.00000 380.00| 200.00000 800.00| 95.00000 380.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0027 801-06605 8.000 EACH| 75.00000 600.00| 70.00000 560.00| 70.00000 560.00 BARRICADE, IIIA | | | 0028 801-06606 4.000 EACH| 75.00000 300.00| 100.00000 400.00| 70.00000 280.00 BARRICADE, IIIB | | | 0029 801-06625 34.000 EACH| 85.00000 2890.00| 85.00000 2890.00| 75.00000 2550.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0030 801-06640 16.000 EACH| 75.00000 1200.00| 90.00000 1440.00| 70.00000 1120.00 CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 11741.00000 11741.00| 5000.00000 5000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0032 804-06770 10.000 EACH| 27.00000 270.00| 20.00000 200.00| 35.00000 350.00 DELINEATOR POST | | | 0033 808-06712 33.500 m | 5.00000 167.50| 6.35000 212.72| 5.50000 184.25 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0034 808-06714 134.000 m | 5.00000 670.00| 6.35000 850.90| 5.50000 737.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 185,570.40| $ 186,135.25| $ 187,123.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 185,570.40| $ 186,135.25| $ 187,123.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 341 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,487.05 ROUTE : US 27 CALL ORDER : 341 CONTRACT ID : M -24999-A COUNTIES : UNION LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1954982 | | |T C INCORPORATED | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 2927.00000 11708.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3268.00000 3268.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 5642.00000 5642.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2527.00000 2527.00| | CLEARING RIGHT OF WAY | | | 0005 202-02271 1.000 EACH| 7368.00000 7368.00| | HEADWALL, REMOVE | | | 0006 203-02000 10.000 m3 | 22.70000 227.00| | EXCAVATION, COMMON | | | 0007 203-02070 381.000 m3 | 52.90000 20154.90| | BORROW | | | 0008 211-02060 16.200 m3 | 61.40000 994.68| | B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-94433 205.800 m3 | 53.00000 10907.40| | AGGREGATE, 12 | | | 0010 305-06082 92.000 Mg | 144.00000 13248.00| | HMA PATCHING FOR ASPHALT PAVEMENT | | | 0011 615-06490 9.000 EACH| 209.00000 1881.00| | RIGHT OF WAY MARKER | | | 0012 616-02320 166.600 m2 | 22.90000 3815.14| | GEOTEXTILES | | | 0013 616-06405 75.200 Mg | 39.00000 2932.80| | RIPRAP, REVETMENT | | | 0014 621-01004 1.000 EACH| 850.00000 850.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06559 1165.000 m2 | 1.90000 2213.50| | MULCHED SEEDING, R | | | 0016 621-06570 43.200 m3 | 40.50000 1749.60| | TOP SOIL | | | 0017 702-51015 34.200 m3 | 410.40000 14035.68| | CONCRETE, B, FOOTINGS | | | 0018 703-51030 2401.800 kg | 2.40000 5764.32| | REINFORCING STEEL | | | 0019 714-06249 22.320 m | 2922.00000 65219.04| | CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 3600mm X 1800 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 341 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 210,487.05 ROUTE : US 27 CALL ORDER : 341 CONTRACT ID : M -24999-A COUNTIES : UNION LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1954982 | | |T C INCORPORATED | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 714-44240 30.600 m3 | 940.00000 28764.00| | CONCRETE, A, STRUCTURES | | | 0021 715-05119 19.500 m | 72.00000 1404.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0022 715-06507 30.000 m | 82.00000 2460.00| | PIPE, RCP, II, D0.3=60, 450 mm | | | 0023 715-46005 1.000 EACH| 896.00000 896.00| | PIPE END SECTION, 375 mm | | | 0024 720-45405 1.000 EACH| 1642.00000 1642.00| | MANHOLE, B4 | | | 0025 720-90547 1.000 EACH| 1475.00000 1475.00| | CATCH BASIN, A7 | | | 0026 801-04308 4.000 EACH| 275.00000 1100.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0027 801-06605 8.000 EACH| 84.00000 672.00| | BARRICADE, IIIA | | | 0028 801-06606 4.000 EACH| 117.00000 468.00| | BARRICADE, IIIB | | | 0029 801-06625 34.000 EACH| 98.00000 3332.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0030 801-06640 16.000 EACH| 116.00000 1856.00| | CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 4106.00000 4106.00| | MAINTAINING TRAFFIC | | | 0032 804-06770 10.000 EACH| 19.60000 196.00| | DELINEATOR POST | | | 0033 808-06712 33.500 m | 8.30000 278.05| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0034 808-06714 134.000 m | 8.30000 1112.20| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 224,267.31| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 224,267.31| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 415,535.21 ROUTE : 37 CALL ORDER : 361 CONTRACT ID : M -25007-A COUNTIES : MONROE LETTING DATE : 08/15/00 10:00 AM DISTRICT : SEYMOUR 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 35-1991044 JOHNSON COMPANY, INC. $ 363,309.15 100.0000% 2 35-1139301 E & B PAVING, INC. $ 431,971.38 118.8991% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 454,402.02 125.0731% 4 35-1357381 O'MARA, DAVE CONTRACTOR $ 457,474.16 125.9187% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 464,853.35 127.9498% 6 35-1878024 RAGLE, INC. $ 488,433.18 134.4400% 7 35-0999231 HUNT PAVING COMPANY, INC. $ 508,884.65 140.0693% 8 35-1479719 MILLER & SONS MASONRY $ 531,007.47 146.1585% 9 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 544,387.51 149.8413% 10 35-1875662 CRIDER & CRIDER, INC. $ 581,715.80 160.1159% ==================================================================================================================================== |(1) 35-1991044 |(2) 35-1139301 |(3) 35-0918397 |JOHNSON COMPANY, INC. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FULL DEPTH PATCHING, CONCRETE | | | 0001 105-06790 3.000 MOS | 1100.00000 3300.00| 2500.00000 7500.00| 2400.00000 7200.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 16274.45000 16274.45| 20000.00000 20000.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02240 1522.600 m2 | 21.00000 31974.60| 5.00000 7613.00| 14.00000 21316.40 PAVEMENT, REMOVE | | | 0004 203-02000 228.400 m3 | 18.00000 4111.20| 8.00000 1827.20| 78.00000 17815.20 EXCAVATION, COMMON | | | 0005 303-52308 548.140 Mg | 15.00000 8222.10| 12.00000 6577.68| 17.00000 9318.38 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0006 303-97820 228.400 Mg | 18.00000 4111.20| 15.00000 3426.00| 59.00000 13475.60 AGGREGATE, 8 | | | 0007 305-05206 1824.800 Mg | 47.00000 85765.60| 40.00000 72992.00| 68.00000 124086.40 WIDENING WITH HMA | | | 0008 406-05520 2.800 Mg | 220.00000 616.00| 300.00000 840.00| 200.00000 560.00 ASPHALT FOR TACK COAT | | | 0009 502-06329 1522.600 m2 | 50.00000 76130.00| 45.00000 68517.00| 46.00000 70039.60 PCCP, 300 mm | | | 0010 503-03489 374.000 EACH| 10.00000 3740.00| 20.00000 7480.00| 11.00000 4114.00 RETROFITTED TIE BARS | | | 0011 503-05240 258.100 m | 15.00000 3871.50| 30.00000 7743.00| 24.00000 6194.40 D-1 CONTRACTION JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 415,535.21 ROUTE : 37 CALL ORDER : 361 CONTRACT ID : M -25007-A COUNTIES : MONROE LETTING DATE : 08/15/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1991044 |(2) 35-1139301 |(3) 35-0918397 |JOHNSON COMPANY, INC. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 506-06333 754.620 m2 | 75.00000 56596.50| 165.00000 124512.30| 110.00000 83008.20 PCCP PATCHING, FULL DEPTH | | | 0013 602-06646 240.000 m | 40.00000 9600.00| 125.00000 30000.00| 85.00000 20400.00 TEMPORARY CONCRETE BARRIER | | | 0014 608-04395 100.000 Mg | 34.00000 3400.00| 230.00000 23000.00| 110.00000 11000.00 AGGREGATE FOR SHOULDER DRAINS | | | 0015 801-06208 4000.000 m | 3.96000 15840.00| 4.40000 17600.00| 3.60000 14400.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0016 801-06640 55.000 EACH| 90.00000 4950.00| 75.00000 4125.00| 53.00000 2915.00 CONSTRUCTION SIGN, A | | | 0017 801-06710 30.000 DAY | 25.00000 750.00| 18.00000 540.00| 110.00000 3300.00 FLASHING ARROW SIGN | | | 0018 801-06775 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0019 805-02503 384.000 m | 3.00000 1152.00| 1.50000 576.00| 1.60000 614.40 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0020 805-78510 38.400 m | 5.00000 192.00| 5.50000 211.20| 5.80000 222.72 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0021 805-78795 24.000 m | 43.50000 1044.00| 43.50000 1044.00| 46.00000 1104.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 808-06711 52.000 m | 1.00000 52.00| 0.75000 39.00| 0.79000 41.08 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0023 808-06713 808.000 m | 1.00000 808.00| 0.50000 404.00| 0.79000 638.32 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0024 808-06714 808.000 m | 1.00000 808.00| 0.50000 404.00| 0.79000 638.32 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 363,309.15| $ 431,971.38| $ 454,402.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 363,309.15| $ 431,971.38| $ 454,402.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 415,535.21 ROUTE : 37 CALL ORDER : 361 CONTRACT ID : M -25007-A COUNTIES : MONROE LETTING DATE : 08/15/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-2040801 |(6) 35-1878024 |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FULL DEPTH PATCHING, CONCRETE | | | 0001 105-06790 3.000 MOS | 1150.00000 3450.00| 1200.00000 3600.00| 800.00000 2400.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 17000.00000 17000.00| 23000.00000 23000.00| 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02240 1522.600 m2 | 13.00000 19793.80| 14.00000 21316.40| 17.00000 25884.20 PAVEMENT, REMOVE | | | 0004 203-02000 228.400 m3 | 19.00000 4339.60| 35.00000 7994.00| 50.00000 11420.00 EXCAVATION, COMMON | | | 0005 303-52308 548.140 Mg | 16.00000 8770.24| 22.50000 12333.15| 22.00000 12059.08 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0006 303-97820 228.400 Mg | 22.00000 5024.80| 22.50000 5139.00| 22.00000 5024.80 AGGREGATE, 8 | | | 0007 305-05206 1824.800 Mg | 67.00000 122261.60| 60.00000 109488.00| 70.00000 127736.00 WIDENING WITH HMA | | | 0008 406-05520 2.800 Mg | 250.00000 700.00| 300.00000 840.00| 300.00000 840.00 ASPHALT FOR TACK COAT | | | 0009 502-06329 1522.600 m2 | 67.00000 102014.20| 62.00000 94401.20| 53.00000 80697.80 PCCP, 300 mm | | | 0010 503-03489 374.000 EACH| 5.00000 1870.00| 15.00000 5610.00| 2.00000 748.00 RETROFITTED TIE BARS | | | 0011 503-05240 258.100 m | 25.00000 6452.50| 44.00000 11356.40| 24.00000 6194.40 D-1 CONTRACTION JOINT | | | 0012 506-06333 754.620 m2 | 141.00000 106401.42| 150.00000 113193.00| 125.00000 94327.50 PCCP PATCHING, FULL DEPTH | | | 0013 602-06646 240.000 m | 81.00000 19440.00| 75.00000 18000.00| 120.00000 28800.00 TEMPORARY CONCRETE BARRIER | | | 0014 608-04395 100.000 Mg | 19.00000 1900.00| 15.00000 1500.00| 40.00000 4000.00 AGGREGATE FOR SHOULDER DRAINS | | | 0015 801-06208 4000.000 m | 3.45000 13800.00| 4.00000 16000.00| 3.25000 13000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0016 801-06640 55.000 EACH| 60.00000 3300.00| 50.00000 2750.00| 50.00000 2750.00 CONSTRUCTION SIGN, A | | | 0017 801-06710 30.000 DAY | 16.00000 480.00| 15.00000 450.00| 40.00000 1200.00 FLASHING ARROW SIGN | | | 0018 801-06775 LUMP| 16000.00000 16000.00| 14800.00000 14800.00| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0019 805-02503 384.000 m | 4.00000 1536.00| 1.50000 576.00| 1.00000 384.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 361 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 415,535.21 ROUTE : 37 CALL ORDER : 361 CONTRACT ID : M -25007-A COUNTIES : MONROE LETTING DATE : 08/15/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-2040801 |(6) 35-1878024 |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 805-78510 38.400 m | 5.00000 192.00| 5.50000 211.20| 2.25000 86.40 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0021 805-78795 24.000 m | 45.00000 1080.00| 43.50000 1044.00| 26.25000 630.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 808-06711 52.000 m | 1.00000 52.00| 0.75000 39.00| 0.75000 39.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0023 808-06713 808.000 m | 1.00000 808.00| 0.75000 606.00| 0.75000 606.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0024 808-06714 808.000 m | 1.00000 808.00| 0.75000 606.00| 0.75000 606.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 457,474.16| $ 464,853.35| $ 488,433.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 457,474.16| $ 464,853.35| $ 488,433.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 361 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 415,535.21 ROUTE : 37 CALL ORDER : 361 CONTRACT ID : M -25007-A COUNTIES : MONROE LETTING DATE : 08/15/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 |(8) 35-1479719 |(9) 35-0906416 |HUNT PAVING COMPANY, INC. |MILLER & SONS MASONRY |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FULL DEPTH PATCHING, CONCRETE | | | 0001 105-06790 3.000 MOS | 1416.91000 4250.73| 2500.00000 7500.00| 1484.14000 4452.42 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 25000.00000 25000.00| 37000.00000 37000.00| 27219.38000 27219.38 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02240 1522.600 m2 | 16.61000 25290.39| 26.11000 39755.09| 20.43000 31106.72 PAVEMENT, REMOVE | | | 0004 203-02000 228.400 m3 | 30.00000 6852.00| 25.00000 5710.00| 47.07000 10750.79 EXCAVATION, COMMON | | | 0005 303-52308 548.140 Mg | 18.00000 9866.52| 18.00000 9866.52| 18.99000 10409.18 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0006 303-97820 228.400 Mg | 30.36000 6934.22| 27.00000 6166.80| 33.77000 7713.07 AGGREGATE, 8 | | | 0007 305-05206 1824.800 Mg | 60.00000 109488.00| 68.00000 124086.40| 63.15000 115236.12 WIDENING WITH HMA | | | 0008 406-05520 2.800 Mg | 315.00000 882.00| 330.00000 924.00| 313.48000 877.74 ASPHALT FOR TACK COAT | | | 0009 502-06329 1522.600 m2 | 49.34000 75125.08| 67.00000 102014.20| 78.59000 119661.13 PCCP, 300 mm | | | 0010 503-03489 374.000 EACH| 7.06000 2640.44| 7.50000 2805.00| 10.97000 4102.78 RETROFITTED TIE BARS | | | 0011 503-05240 258.100 m | 25.00000 6452.50| 33.00000 8517.30| 42.49000 10966.67 D-1 CONTRACTION JOINT | | | 0012 506-06333 754.620 m2 | 138.66000 104635.61| 112.00000 84517.44| 177.66000 134065.79 PCCP PATCHING, FULL DEPTH | | | 0013 602-06646 240.000 m | 65.21000 15650.40| 120.60000 28944.00| 71.06000 17054.40 TEMPORARY CONCRETE BARRIER | | | 0014 608-04395 100.000 Mg | 129.21000 12921.00| 180.00000 18000.00| 19.27000 1927.00 AGGREGATE FOR SHOULDER DRAINS | | | 0015 801-06208 4000.000 m | 6.51000 26040.00| 3.90000 15600.00| 3.61000 14440.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0016 801-06640 55.000 EACH| 52.00000 2860.00| 56.00000 3080.00| 52.09000 2864.95 CONSTRUCTION SIGN, A | | | 0017 801-06710 30.000 DAY | 66.50000 1995.00| 30.00000 900.00| 21.64000 649.20 FLASHING ARROW SIGN | | | 0018 801-06775 LUMP| 68450.00000 68450.00| 31900.00000 31900.00| 27444.71000 27444.71 MAINTAINING TRAFFIC | | | 0019 805-02503 384.000 m | 2.10000 806.40| 1.75000 672.00| 1.71000 656.64 CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 361 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 415,535.21 ROUTE : 37 CALL ORDER : 361 CONTRACT ID : M -25007-A COUNTIES : MONROE LETTING DATE : 08/15/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 |(8) 35-1479719 |(9) 35-0906416 |HUNT PAVING COMPANY, INC. |MILLER & SONS MASONRY |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 805-78510 38.400 m | 4.20000 161.28| 6.05000 232.32| 5.81000 223.10 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0021 805-78795 24.000 m | 47.25000 1134.00| 47.85000 1148.40| 47.83000 1147.92 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 808-06711 52.000 m | 0.83000 43.16| 1.00000 52.00| 0.85000 44.20 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0023 808-06713 808.000 m | 0.80000 646.40| 1.00000 808.00| 0.85000 686.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0024 808-06714 808.000 m | 0.94000 759.52| 1.00000 808.00| 0.85000 686.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 508,884.65| $ 531,007.47| $ 544,387.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 508,884.65| $ 531,007.47| $ 544,387.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 361 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 415,535.21 ROUTE : 37 CALL ORDER : 361 CONTRACT ID : M -25007-A COUNTIES : MONROE LETTING DATE : 08/15/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FULL DEPTH PATCHING, CONCRETE | | | 0001 105-06790 3.000 MOS | 2300.00000 6900.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 27500.00000 27500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02240 1522.600 m2 | 20.00000 30452.00| | PAVEMENT, REMOVE | | | 0004 203-02000 228.400 m3 | 40.00000 9136.00| | EXCAVATION, COMMON | | | 0005 303-52308 548.140 Mg | 30.00000 16444.20| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0006 303-97820 228.400 Mg | 45.00000 10278.00| | AGGREGATE, 8 | | | 0007 305-05206 1824.800 Mg | 60.00000 109488.00| | WIDENING WITH HMA | | | 0008 406-05520 2.800 Mg | 300.00000 840.00| | ASPHALT FOR TACK COAT | | | 0009 502-06329 1522.600 m2 | 50.00000 76130.00| | PCCP, 300 mm | | | 0010 503-03489 374.000 EACH| 20.00000 7480.00| | RETROFITTED TIE BARS | | | 0011 503-05240 258.100 m | 40.00000 10324.00| | D-1 CONTRACTION JOINT | | | 0012 506-06333 754.620 m2 | 200.00000 150924.00| | PCCP PATCHING, FULL DEPTH | | | 0013 602-06646 240.000 m | 200.00000 48000.00| | TEMPORARY CONCRETE BARRIER | | | 0014 608-04395 100.000 Mg | 70.00000 7000.00| | AGGREGATE FOR SHOULDER DRAINS | | | 0015 801-06208 4000.000 m | 4.00000 16000.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0016 801-06640 55.000 EACH| 70.00000 3850.00| | CONSTRUCTION SIGN, A | | | 0017 801-06710 30.000 DAY | 24.00000 720.00| | FLASHING ARROW SIGN | | | 0018 801-06775 LUMP| 45500.00000 45500.00| | MAINTAINING TRAFFIC | | | 0019 805-02503 384.000 m | 4.40000 1689.60| | CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 361 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 415,535.21 ROUTE : 37 CALL ORDER : 361 CONTRACT ID : M -25007-A COUNTIES : MONROE LETTING DATE : 08/15/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 805-78510 38.400 m | 5.00000 192.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0021 805-78795 24.000 m | 50.00000 1200.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 808-06711 52.000 m | 1.00000 52.00| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0023 808-06713 808.000 m | 1.00000 808.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0024 808-06714 808.000 m | 1.00000 808.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 581,715.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 581,715.80| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 381 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 137,349.13 ROUTE : SR 3 CALL ORDER : 381 CONTRACT ID : M -25068-A COUNTIES : RUSH LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD 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 35-1817574 YARDBERRY LANDSCAPE $ 125,175.88 100.0000% 2 35-1549010 MCALISTER EXCAVATING CO $ 129,419.21 103.3898% 3 35-1991044 JOHNSON COMPANY, INC. $ 138,294.09 110.4798% 4 35-1357381 O'MARA, DAVE CONTRACTOR $ 143,344.91 114.5148% 5 35-1609544 SCHUTT-LOOKABILL CO $ 152,638.11 121.9389% 6 35-1954982 T C INCORPORATED $ 160,383.00 128.1261% 7 35-1128289 BEATY CONSTRUCTION, INC. $ 172,135.39 137.5148% 8 35-1917625 MILESTONE CONTRACTORS, L.P. $ 211,700.00 169.1220% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1549010 |(3) 35-1991044 |YARDBERRY LANDSCAPE |MCALISTER EXCAVATING CO |JOHNSON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPAIR AND EXTENSION | | | 0001 105-06845 LUMP| 4000.00000 4000.00| 3000.00000 3000.00| 4200.00000 4200.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 4800.00000 4800.00| 5000.00000 5000.00| 5996.50000 5996.50 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-51328 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 7500.00000 7500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0004 202-51328 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 7500.00000 7500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0005 203-02000 50.000 m3 | 35.00000 1750.00| 32.00000 1600.00| 18.00000 900.00 EXCAVATION, COMMON | | | 0006 203-02070 550.000 m3 | 15.00000 8250.00| 26.00000 14300.00| 28.00000 15400.00 BORROW | | | 0007 303-94433 125.000 m3 | 32.00000 4000.00| 37.00000 4625.00| 18.00000 2250.00 AGGREGATE, 12 | | | 0008 305-06082 10.000 Mg | 100.00000 1000.00| 200.00000 2000.00| 118.00000 1180.00 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0009 601-02636 45.720 m | 57.00000 2606.04| 57.00000 2606.04| 72.00000 3291.84 GUARDRAIL, W BEAM, NESTED | | | 0010 601-06037 8.000 EACH| 680.00000 5440.00| 675.00000 5400.00| 650.00000 5200.00 GUARDRAIL END TREATMENT, I | | | 0011 601-99105 243.840 m | 38.00000 9265.92| 38.00000 9265.92| 35.00000 8534.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 381 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 137,349.13 ROUTE : SR 3 CALL ORDER : 381 CONTRACT ID : M -25068-A COUNTIES : RUSH LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1549010 |(3) 35-1991044 |YARDBERRY LANDSCAPE |MCALISTER EXCAVATING CO |JOHNSON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 616-02320 98.300 m2 | 4.50000 442.35| 2.86000 281.14| 5.00000 491.50 GEOTEXTILES | | | 0013 616-06405 40.700 Mg | 36.00000 1465.20| 22.00000 895.40| 22.50000 915.75 RIPRAP, REVETMENT | | | 0014 621-06559 4150.000 m2 | 0.75000 3112.50| 0.52000 2158.00| 1.00000 4150.00 MULCHED SEEDING, R | | | 0015 621-06570 54.600 m3 | 45.00000 2457.00| 35.00000 1911.00| 50.00000 2730.00 TOP SOIL | | | 0016 702-51015 23.600 m3 | 400.00000 9440.00| 410.00000 9676.00| 320.00000 7552.00 CONCRETE, B, FOOTINGS | | | 0017 703-51030 8124.600 kg | 1.65000 13405.59| 1.32000 10724.48| 1.25000 10155.75 REINFORCING STEEL | | | 0018 703-51032 2590.500 kg | 1.75000 4533.37| 1.65000 4274.33| 1.60000 4144.80 REINFORCING STEEL, EPOXY COATED | | | 0019 715-05209 10.000 m | 95.00000 950.00| 71.00000 710.00| 95.00000 950.00 PIPE, TYPE 4, CIRCULAR, 450 mm | | | 0020 715-44240 41.700 m3 | 600.00000 25020.00| 475.00000 19807.50| 720.00000 30024.00 CONCRETE, A, STRUCTURES | | | 0021 801-04308 5.000 EACH| 210.00000 1050.00| 90.00000 450.00| 200.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0022 801-06605 16.000 EACH| 65.00000 1040.00| 58.00000 928.00| 70.00000 1120.00 BARRICADE, IIIA | | | 0023 801-06606 8.000 EACH| 100.00000 800.00| 60.00000 480.00| 100.00000 800.00 BARRICADE, IIIB | | | 0024 801-06625 39.000 EACH| 75.00000 2925.00| 85.00000 3315.00| 85.00000 3315.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0025 801-06640 30.000 EACH| 90.00000 2700.00| 60.00000 1800.00| 90.00000 2700.00 CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 2800.00000 2800.00| 2500.00000 2500.00| 2700.00000 2700.00 MAINTAINING TRAFFIC | | | 0027 804-06770 16.000 EACH| 23.00000 368.00| 23.00000 368.00| 20.00000 320.00 DELINEATOR POST | | | 0028 808-06712 38.000 m | 2.07000 78.66| 1.80000 68.40| 6.35000 241.30 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0029 808-06713 300.000 m | 2.07000 621.00| 1.80000 540.00| 6.35000 1905.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0030 808-06714 75.000 m | 2.07000 155.25| 1.80000 135.00| 6.35000 476.25 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0031 621-01004 1.000 EACH| 700.00000 700.00| 600.00000 600.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 381 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 137,349.13 ROUTE : SR 3 CALL ORDER : 381 CONTRACT ID : M -25068-A COUNTIES : RUSH LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1549010 |(3) 35-1991044 |YARDBERRY LANDSCAPE |MCALISTER EXCAVATING CO |JOHNSON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 125,175.88| $ 129,419.21| $ 138,294.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 125,175.88| $ 129,419.21| $ 138,294.09 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 381 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 137,349.13 ROUTE : SR 3 CALL ORDER : 381 CONTRACT ID : M -25068-A COUNTIES : RUSH LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-1609544 |(6) 35-1954982 |O'MARA, DAVE CONTRACTOR |SCHUTT-LOOKABILL CO |T C INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPAIR AND EXTENSION | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 100.00000 100.00| 3289.00000 3289.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 7000.00000 7000.00| 7600.00000 7600.00| 5678.00000 5678.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-51328 LUMP| 6900.00000 6900.00| 19567.00000 19567.00| 6750.00000 6750.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0004 202-51328 LUMP| 6900.00000 6900.00| 19567.00000 19567.00| 6425.00000 6425.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0005 203-02000 50.000 m3 | 28.00000 1400.00| 20.00000 1000.00| 12.35000 617.50 EXCAVATION, COMMON | | | 0006 203-02070 550.000 m3 | 35.00000 19250.00| 12.00000 6600.00| 13.80000 7590.00 BORROW | | | 0007 303-94433 125.000 m3 | 32.00000 4000.00| 45.00000 5625.00| 50.25000 6281.25 AGGREGATE, 12 | | | 0008 305-06082 10.000 Mg | 275.00000 2750.00| 86.25000 862.50| 651.30000 6513.00 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0009 601-02636 45.720 m | 50.00000 2286.00| 57.50000 2628.90| 65.80000 3008.38 GUARDRAIL, W BEAM, NESTED | | | 0010 601-06037 8.000 EACH| 600.00000 4800.00| 690.00000 5520.00| 789.50000 6316.00 GUARDRAIL END TREATMENT, I | | | 0011 601-99105 243.840 m | 33.35000 8132.06| 38.35000 9351.26| 43.90000 10704.58 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0012 616-02320 98.300 m2 | 2.00000 196.60| 3.00000 294.90| 20.25000 1990.58 GEOTEXTILES | | | 0013 616-06405 40.700 Mg | 31.00000 1261.70| 60.00000 2442.00| 39.40000 1603.58 RIPRAP, REVETMENT | | | 0014 621-06559 4150.000 m2 | 0.43000 1784.50| 0.50000 2075.00| 0.60000 2490.00 MULCHED SEEDING, R | | | 0015 621-06570 54.600 m3 | 48.00000 2620.80| 40.00000 2184.00| 53.50000 2921.10 TOP SOIL | | | 0016 702-51015 23.600 m3 | 535.00000 12626.00| 393.00000 9274.80| 458.00000 10808.80 CONCRETE, B, FOOTINGS | | | 0017 703-51030 8124.600 kg | 1.00000 8124.60| 2.20000 17874.12| 2.30000 18686.58 REINFORCING STEEL | | | 0018 703-51032 2590.500 kg | 2.50000 6476.25| 2.35000 6087.68| 2.70000 6994.35 REINFORCING STEEL, EPOXY COATED | | | 0019 715-05209 10.000 m | 135.00000 1350.00| 94.00000 940.00| 103.00000 1030.00 PIPE, TYPE 4, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 381 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 137,349.13 ROUTE : SR 3 CALL ORDER : 381 CONTRACT ID : M -25068-A COUNTIES : RUSH LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-1609544 |(6) 35-1954982 |O'MARA, DAVE CONTRACTOR |SCHUTT-LOOKABILL CO |T C INCORPORATED LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 715-44240 41.700 m3 | 610.00000 25437.00| 570.00000 23769.00| 828.00000 34527.60 CONCRETE, A, STRUCTURES | | | 0021 801-04308 5.000 EACH| 185.00000 925.00| 84.00000 420.00| 243.50000 1217.50 ROAD CLOSURE SIGN ASSEMBLY | | | 0022 801-06605 16.000 EACH| 59.00000 944.00| 55.00000 880.00| 78.00000 1248.00 BARRICADE, IIIA | | | 0023 801-06606 8.000 EACH| 82.00000 656.00| 60.00000 480.00| 108.00000 864.00 BARRICADE, IIIB | | | 0024 801-06625 39.000 EACH| 69.00000 2691.00| 86.25000 3363.75| 91.00000 3549.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0025 801-06640 30.000 EACH| 79.00000 2370.00| 57.50000 1725.00| 105.00000 3150.00 CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 6000.00000 6000.00| 1000.00000 1000.00| 4156.00000 4156.00 MAINTAINING TRAFFIC | | | 0027 804-06770 16.000 EACH| 20.00000 320.00| 23.00000 368.00| 27.00000 432.00 DELINEATOR POST | | | 0028 808-06712 38.000 m | 1.80000 68.40| 1.40000 53.20| 2.40000 91.20 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0029 808-06713 300.000 m | 1.80000 540.00| 1.40000 420.00| 2.40000 720.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0030 808-06714 75.000 m | 1.80000 135.00| 1.40000 105.00| 2.40000 180.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0031 621-01004 1.000 EACH| 400.00000 400.00| 460.00000 460.00| 550.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 143,344.91| $ 152,638.11| $ 160,383.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 143,344.91| $ 152,638.11| $ 160,383.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 381 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 137,349.13 ROUTE : SR 3 CALL ORDER : 381 CONTRACT ID : M -25068-A COUNTIES : RUSH LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1917625 | |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPAIR AND EXTENSION | | | 0001 105-06845 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 8600.00000 8600.00| 10800.00000 10800.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-51328 LUMP| 12000.00000 12000.00| 15800.00000 15800.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0004 202-51328 LUMP| 13607.00000 13607.00| 15800.00000 15800.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0005 203-02000 50.000 m3 | 50.00000 2500.00| 50.00000 2500.00| EXCAVATION, COMMON | | | 0006 203-02070 550.000 m3 | 22.00000 12100.00| 25.00000 13750.00| BORROW | | | 0007 303-94433 125.000 m3 | 77.00000 9625.00| 70.00000 8750.00| AGGREGATE, 12 | | | 0008 305-06082 10.000 Mg | 300.00000 3000.00| 75.00000 750.00| HMA PATCHING FOR ASPHALT PAVEMENT | | | 0009 601-02636 45.720 m | 50.00000 2286.00| 53.00000 2423.16| GUARDRAIL, W BEAM, NESTED | | | 0010 601-06037 8.000 EACH| 600.00000 4800.00| 630.00000 5040.00| GUARDRAIL END TREATMENT, I | | | 0011 601-99105 243.840 m | 33.35000 8132.06| 35.00000 8534.40| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0012 616-02320 98.300 m2 | 5.00000 491.50| 3.00000 294.90| GEOTEXTILES | | | 0013 616-06405 40.700 Mg | 34.00000 1383.80| 50.00000 2035.00| RIPRAP, REVETMENT | | | 0014 621-06559 4150.000 m2 | 0.50000 2075.00| 0.42000 1743.00| MULCHED SEEDING, R | | | 0015 621-06570 54.600 m3 | 30.00000 1638.00| 30.00000 1638.00| TOP SOIL | | | 0016 702-51015 23.600 m3 | 560.00000 13216.00| 1000.00000 23600.00| CONCRETE, B, FOOTINGS | | | 0017 703-51030 8124.600 kg | 1.25000 10155.75| 1.76000 14299.30| REINFORCING STEEL | | | 0018 703-51032 2590.500 kg | 1.75000 4533.38| 2.00000 5181.00| REINFORCING STEEL, EPOXY COATED | | | 0019 715-05209 10.000 m | 130.00000 1300.00| 60.00000 600.00| PIPE, TYPE 4, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 381 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 137,349.13 ROUTE : SR 3 CALL ORDER : 381 CONTRACT ID : M -25068-A COUNTIES : RUSH LETTING DATE : 08/15/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1917625 | |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 715-44240 41.700 m3 | 1000.00000 41700.00| 1600.00000 66720.00| CONCRETE, A, STRUCTURES | | | 0021 801-04308 5.000 EACH| 80.00000 400.00| 76.00000 380.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0022 801-06605 16.000 EACH| 55.00000 880.00| 50.00000 800.00| BARRICADE, IIIA | | | 0023 801-06606 8.000 EACH| 55.00000 440.00| 54.00000 432.00| BARRICADE, IIIB | | | 0024 801-06625 39.000 EACH| 85.00000 3315.00| 79.00000 3081.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0025 801-06640 30.000 EACH| 55.00000 1650.00| 52.00000 1560.00| CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 7000.00000 7000.00| 1949.47000 1949.47| MAINTAINING TRAFFIC | | | 0027 804-06770 16.000 EACH| 20.00000 320.00| 21.00000 336.00| DELINEATOR POST | | | 0028 808-06712 38.000 m | 1.30000 49.40| 1.29000 49.02| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0029 808-06713 300.000 m | 1.30000 390.00| 1.29000 387.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0030 808-06714 75.000 m | 1.30000 97.50| 1.29000 96.75| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0031 621-01004 1.000 EACH| 450.00000 450.00| 370.00000 370.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 172,135.39| $ 211,700.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 172,135.39| $ 211,700.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/21/00 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 369,400.00 ROUTE : 65 CALL ORDER : 401 CONTRACT ID : M -25193-A COUNTIES : JASPER NEWTON LETTING DATE : 08/15/00 10:00 AM DISTRICT : LAPORTE DISTRICT LAKE CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0657224 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2668547 HARTMAN, KENNETH R., INC. $ 246,470.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 422,771.59 171.5306% 3 25-1370389 SWANK ASSOCIATED CO $ 560,000.00 227.2081% ==================================================================================================================================== |(1) 36-2668547 |(2) 35-1139301 |(3) 25-1370389 |HARTMAN, KENNETH R., INC. |E & B PAVING, INC. |SWANK ASSOCIATED CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CRACKS, TRANSVERSE AND LONGITUDINAL, ROUT, CLEAN, AND SEAL | | | 0001 105-06790 3.000 MOS | 3000.00000 9000.00| 2375.27000 7125.81| 5000.00000 15000.00 FIELD OFFICE, 300 SFT | | | 0002 110-01001 LUMP| 5000.00000 5000.00| 21138.58000 21138.58| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 305-03375 170000.000 LFT | 0.48000 81600.00| 0.99000 168300.00| 0.90000 153000.00 CRACKS, TRANSVERSE, ROUT, CLEAN, AND | | | SEAL | | | 0004 305-06826 285000.000 LFT | 0.48000 136800.00| 0.63000 179550.00| 0.90000 256500.00 CRACKS, LONGITUDINAL, ROUT, CLEAN AND | | | SEAL | | | 0005 801-06640 70.000 EACH| 69.00000 4830.00| 51.00000 3570.00| 150.00000 10500.00 CONSTRUCTION SIGN, A | | | 0006 801-06775 LUMP| 9240.00000 9240.00| 43087.20000 43087.20| 75000.00000 75000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 246,470.00| $ 422,771.59| $ 560,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 246,470.00| $ 422,771.59| $ 560,000.00 ====================================================================================================================================