INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 700 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 240,538.09 ROUTE : SR 43 CALL ORDER : 700 CONTRACT ID : M -24762-A COUNTIES : GREENE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 08/20/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 600000E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 54-1342714 TRI COUNTY BUILDERS CO $ 217,562.51 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 235,860.03 108.4102% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 239,315.37 109.9984% 4 35-2070195 ALPHA EXCAVATING & LANDSCAPING CONDITIONAL BID $ 242,471.40 111.4490% 5 35-1991044 JOHNSON COMPANY INC. $ 244,039.96 112.1700% 6 35-1801998 CLR, INC. $ 251,258.31 115.4878% 7 35-1134435 FOERTSCH CONSTRUCTION $ 269,804.42 124.0123% 8 35-1418333 ROGERS GROUP, INC. $ 356,150.36 163.7002% ==================================================================================================================================== |(1) 54-1342714 |(2) 35-1875662 |(3) 35-0918397 |TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 1200.00000 4800.00| 1625.00000 6500.00| 2200.00000 8800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3330.00000 3330.00| 4450.00000 4450.00| 4800.00000 4800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10000.00000 10000.00| 11500.00000 11500.00| 11950.00000 11950.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| 5900.00000 5900.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 13994.00000 13994.00| 6200.00000 6200.00| 3000.00000 3000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 282.000 m2 | 7.32000 2064.24| 6.00000 1692.00| 11.00000 3102.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 498.000 m3 | 17.00000 8466.00| 34.00000 16932.00| 20.00000 9960.00 EXCAVATION, COMMON | | | 0008 203-06499 605.000 m2 | 4.00000 2420.00| 0.95000 574.75| 7.00000 4235.00 SUBGRADE TREATMENT | | | 0009 205-02224 12.000 m | 13.00000 156.00| 7.00000 84.00| 10.80000 129.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 30.000 m | 12.00000 360.00| 13.00000 390.00| 26.00000 780.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 15.000 m | 24.00000 360.00| 35.00000 525.00| 30.00000 450.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 700 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 240,538.09 ROUTE : SR 43 CALL ORDER : 700 CONTRACT ID : M -24762-A COUNTIES : GREENE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 54-1342714 |(2) 35-1875662 |(3) 35-0918397 |TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 211-02060 91.400 m3 | 28.00000 2559.20| 36.00000 3290.40| 27.00000 2467.80 B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 163.800 m3 | 67.78000 11102.37| 73.00000 11957.40| 65.00000 10647.00 FLOWABLE MORTAR | | | 0014 303-52308 237.200 Mg | 16.70000 3961.24| 12.00000 2846.40| 23.00000 5455.60 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05468 219.700 Mg | 44.94000 9873.32| 45.00000 9886.50| 42.00000 9227.40 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 114.200 Mg | 53.50000 6109.70| 51.00000 5824.20| 50.00000 5710.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 51.000 Mg | 85.60000 4365.60| 66.00000 3366.00| 80.00000 4080.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 41.300 Mg | 64.20000 2651.46| 54.00000 2230.20| 60.00000 2478.00 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 229.500 m2 | 5.35000 1227.83| 4.00000 918.00| 5.00000 1147.50 SEAL COAT, 2 | | | 0020 405-05518 261.900 m2 | 1.07000 280.24| 2.20000 576.18| 1.00000 261.90 ASPHALT FOR PRIME COAT | | | 0021 406-05521 1348.800 m2 | 0.54000 728.36| 1.60000 2158.08| 0.50000 674.40 ASPHALT FOR TACK COAT | | | 0022 601-06854 2.000 EACH| 2113.00000 4226.00| 2175.00000 4350.00| 1975.00000 3950.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 4.000 EACH| 2220.00000 8880.00| 2300.00000 9200.00| 2075.00000 8300.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 34.290 m | 37.45000 1284.16| 38.50000 1320.17| 35.00000 1200.15 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 611-06497 1.000 EACH| 238.00000 238.00| 235.00000 235.00| 215.00000 215.00 MAILBOX ASSEMBLY, SINGLE | | | 0026 615-06490 9.000 EACH| 117.70000 1059.30| 120.00000 1080.00| 110.00000 990.00 RIGHT OF WAY MARKER | | | 0027 616-02320 388.900 m2 | 1.50000 583.35| 3.50000 1361.15| 2.40000 933.36 GEOTEXTILES | | | 0028 616-05689 265.700 Mg | 25.50000 6775.35| 29.00000 7705.30| 31.00000 8236.70 RIPRAP, CLASS 2 | | | 0029 616-06405 81.200 Mg | 20.50000 1664.60| 31.00000 2517.20| 22.00000 1786.40 RIPRAP, REVETMENT | | | 0030 621-01004 1.000 EACH| 695.00000 695.00| 460.00000 460.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06545 0.010 Mg | 2086.00000 20.86| 640.00000 6.40| 1950.00000 19.50 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 700 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 240,538.09 ROUTE : SR 43 CALL ORDER : 700 CONTRACT ID : M -24762-A COUNTIES : GREENE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 54-1342714 |(2) 35-1875662 |(3) 35-0918397 |TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-06548 0.800 kg | 50.00000 40.00| 75.00000 60.00| 46.00000 36.80 SEED MIXTURE, CV | | | 0033 621-06559 19.200 m2 | 7.39000 141.89| 15.00000 288.00| 6.90000 132.48 MULCHED SEEDING, R | | | 0034 621-06567 3.500 kL | 6.00000 21.00| 0.60000 2.10| 4.75000 16.63 WATER | | | 0035 621-06574 198.100 m2 | 10.17000 2014.68| 20.00000 3962.00| 9.50000 1881.95 SODDING | | | 0036 723-06660 22.600 m2 | 575.23000 13000.20| 1000.00000 22600.00| 650.00000 14690.00 WINGWALL | | | 0037 723-07111 19.500 m | 3850.00000 75075.00| 3800.00000 74100.00| 4790.00000 93405.00 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 1830 mm | | | 0038 801-04308 3.000 EACH| 165.00000 495.00| 170.00000 510.00| 155.00000 465.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06605 4.000 EACH| 75.00000 300.00| 77.00000 308.00| 70.00000 280.00 BARRICADE, IIIA | | | 0040 801-06606 6.000 EACH| 85.60000 513.60| 88.00000 528.00| 80.00000 480.00 BARRICADE, IIIB | | | 0041 801-06625 36.000 EACH| 101.65000 3659.40| 105.00000 3780.00| 95.00000 3420.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 2.000 EACH| 134.00000 268.00| 135.00000 270.00| 125.00000 250.00 CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 1975.00000 1975.00 MAINTAINING TRAFFIC | | | 0044 802-05701 3.200 m | 37.50000 120.00| 38.00000 121.60| 35.00000 112.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0045 802-76025 0.720 m2 | 198.00000 142.56| 200.00000 144.00| 185.00000 133.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0046 808-06713 250.000 m | 1.07000 267.50| 1.10000 275.00| 1.00000 250.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 250.000 m | 1.07000 267.50| 1.10000 275.00| 1.00000 250.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 217,562.51| $ 235,860.03| $ 239,315.37 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 217,562.51| $ 235,860.03| $ 239,315.37 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 700 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 240,538.09 ROUTE : SR 43 CALL ORDER : 700 CONTRACT ID : M -24762-A COUNTIES : GREENE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 |(5) 35-1991044 |(6) 35-1801998 |ALPHA EXCAVATING & LANDSCAPI|JOHNSON COMPANY INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 1000.00000 4000.00| 900.00000 3600.00| 2500.00000 10000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 15900.00000 15900.00| 6000.00000 6000.00| 6250.00000 6250.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12500.00000 12500.00| 12500.00000 12500.00| 12550.00000 12550.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 5600.00000 5600.00| 5020.00000 5020.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 4500.00000 4500.00| 17800.00000 17800.00| 4000.00000 4000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 282.000 m2 | 6.75000 1903.50| 7.50000 2115.00| 11.50000 3243.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 498.000 m3 | 15.00000 7470.00| 8.25000 4108.50| 22.50000 11205.00 EXCAVATION, COMMON | | | 0008 203-06499 605.000 m2 | 11.00000 6655.00| 22.00000 13310.00| 3.50000 2117.50 SUBGRADE TREATMENT | | | 0009 205-02224 12.000 m | 12.00000 144.00| 11.00000 132.00| 12.00000 144.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 30.000 m | 24.50000 735.00| 15.00000 450.00| 25.00000 750.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 15.000 m | 50.00000 750.00| 90.00000 1350.00| 55.00000 825.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 211-02060 91.400 m3 | 30.00000 2742.00| 22.00000 2010.80| 45.00000 4113.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 163.800 m3 | 102.00000 16707.60| 65.00000 10647.00| 68.00000 11138.40 FLOWABLE MORTAR | | | 0014 303-52308 237.200 Mg | 19.85000 4708.42| 16.85000 3996.82| 27.00000 6404.40 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05468 219.700 Mg | 44.10000 9688.77| 42.00000 9227.40| 44.50000 9776.65 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 114.200 Mg | 52.50000 5995.50| 50.00000 5710.00| 49.00000 5595.80 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 51.000 Mg | 84.00000 4284.00| 80.00000 4080.00| 73.00000 3723.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 41.300 Mg | 63.00000 2601.90| 60.00000 2478.00| 58.00000 2395.40 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 700 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 240,538.09 ROUTE : SR 43 CALL ORDER : 700 CONTRACT ID : M -24762-A COUNTIES : GREENE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 |(5) 35-1991044 |(6) 35-1801998 |ALPHA EXCAVATING & LANDSCAPI|JOHNSON COMPANY INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 404-05511 229.500 m2 | 5.25000 1204.88| 5.00000 1147.50| 5.10000 1170.45 SEAL COAT, 2 | | | 0020 405-05518 261.900 m2 | 1.05000 275.00| 1.00000 261.90| 2.00000 523.80 ASPHALT FOR PRIME COAT | | | 0021 406-05521 1348.800 m2 | 0.55000 741.84| 0.50000 674.40| 1.25000 1686.00 ASPHALT FOR TACK COAT | | | 0022 601-06854 2.000 EACH| 2125.00000 4250.00| 2000.00000 4000.00| 2230.00000 4460.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 4.000 EACH| 2500.00000 10000.00| 2100.00000 8400.00| 2575.00000 10300.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 34.290 m | 38.00000 1303.02| 36.00000 1234.44| 39.50000 1354.46 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 611-06497 1.000 EACH| 250.00000 250.00| 217.00000 217.00| 240.00000 240.00 MAILBOX ASSEMBLY, SINGLE | | | 0026 615-06490 9.000 EACH| 120.00000 1080.00| 110.00000 990.00| 120.00000 1080.00 RIGHT OF WAY MARKER | | | 0027 616-02320 388.900 m2 | 3.50000 1361.15| 1.70000 661.13| 3.00000 1166.70 GEOTEXTILES | | | 0028 616-05689 265.700 Mg | 38.00000 10096.60| 30.00000 7971.00| 24.50000 6509.65 RIPRAP, CLASS 2 | | | 0029 616-06405 81.200 Mg | 23.50000 1908.20| 17.00000 1380.40| 22.50000 1827.00 RIPRAP, REVETMENT | | | 0030 621-01004 1.000 EACH| 750.00000 750.00| 675.00000 675.00| 735.00000 735.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06545 0.010 Mg | 2000.00000 20.00| 1990.00000 19.90| 4000.00000 40.00 FERTILIZER | | | 0032 621-06548 0.800 kg | 50.00000 40.00| 50.00000 40.00| 135.00000 108.00 SEED MIXTURE, CV | | | 0033 621-06559 19.200 m2 | 7.10000 136.32| 7.10000 136.32| 11.00000 211.20 MULCHED SEEDING, R | | | 0034 621-06567 3.500 kL | 5.00000 17.50| 4.75000 16.63| 1.00000 3.50 WATER | | | 0035 621-06574 198.100 m2 | 12.00000 2377.20| 9.75000 1931.48| 14.00000 2773.40 SODDING | | | 0036 723-06660 22.600 m2 | 650.00000 14690.00| 672.00000 15187.20| 950.00000 21470.00 WINGWALL | | | 0037 723-07111 19.500 m | 3650.00000 71175.00| 4375.64000 85324.98| 4500.00000 87750.00 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 1830 mm | | | 0038 801-04308 3.000 EACH| 300.00000 900.00| 155.00000 465.00| 200.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 700 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 240,538.09 ROUTE : SR 43 CALL ORDER : 700 CONTRACT ID : M -24762-A COUNTIES : GREENE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2070195 |(5) 35-1991044 |(6) 35-1801998 |ALPHA EXCAVATING & LANDSCAPI|JOHNSON COMPANY INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06605 4.000 EACH| 100.00000 400.00| 70.00000 280.00| 90.00000 360.00 BARRICADE, IIIA | | | 0040 801-06606 6.000 EACH| 125.00000 750.00| 80.00000 480.00| 105.00000 630.00 BARRICADE, IIIB | | | 0041 801-06625 36.000 EACH| 95.00000 3420.00| 95.00000 3420.00| 125.00000 4500.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 2.000 EACH| 200.00000 400.00| 125.00000 250.00| 200.00000 400.00 CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP| 8000.00000 8000.00| 3000.00000 3000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0044 802-05701 3.200 m | 37.50000 120.00| 39.00000 124.80| 50.00000 160.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0045 802-76025 0.720 m2 | 200.00000 144.00| 188.00000 135.36| 275.00000 198.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0046 808-06713 250.000 m | 2.75000 687.50| 1.00000 250.00| 1.50000 375.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 250.000 m | 2.75000 687.50| 1.00000 250.00| 1.50000 375.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 242,471.40| $ 244,039.96| $ 251,258.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 242,471.40| $ 244,039.96| $ 251,258.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 700 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 240,538.09 ROUTE : SR 43 CALL ORDER : 700 CONTRACT ID : M -24762-A COUNTIES : GREENE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1134435 |(8) 35-1418333 | |FOERTSCH CONSTRUCTION |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 1200.00000 4800.00| 2000.00000 8000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13000.00000 13000.00| 11960.00000 11960.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 25000.00000 25000.00| 5000.00000 5000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 282.000 m2 | 10.00000 2820.00| 8.00000 2256.00| SURFACE MILLING, ASPHALT | | | 0007 203-02000 498.000 m3 | 10.00000 4980.00| 30.00000 14940.00| EXCAVATION, COMMON | | | 0008 203-06499 605.000 m2 | 6.00000 3630.00| 4.00000 2420.00| SUBGRADE TREATMENT | | | 0009 205-02224 12.000 m | 11.34000 136.08| 13.00000 156.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 30.000 m | 24.15000 724.50| 28.00000 840.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02231 15.000 m | 25.00000 375.00| 50.00000 750.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 211-02060 91.400 m3 | 32.50000 2970.50| 50.00000 4570.00| B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 163.800 m3 | 115.00000 18837.00| 75.00000 12285.00| FLOWABLE MORTAR | | | 0014 303-52308 237.200 Mg | 20.00000 4744.00| 20.00000 4744.00| COMPACTED AGGREGATE, O, 53 | | | 0015 402-05468 219.700 Mg | 46.20000 10150.14| 55.00000 12083.50| HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 114.200 Mg | 55.00000 6281.00| 60.00000 6852.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 51.000 Mg | 88.00000 4488.00| 75.00000 3825.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 41.300 Mg | 66.00000 2725.80| 85.00000 3510.50| HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 700 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 240,538.09 ROUTE : SR 43 CALL ORDER : 700 CONTRACT ID : M -24762-A COUNTIES : GREENE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1134435 |(8) 35-1418333 | |FOERTSCH CONSTRUCTION |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 404-05511 229.500 m2 | 5.50000 1262.25| 8.00000 1836.00| SEAL COAT, 2 | | | 0020 405-05518 261.900 m2 | 1.10000 288.09| 0.35000 91.67| ASPHALT FOR PRIME COAT | | | 0021 406-05521 1348.800 m2 | 0.55000 741.84| 0.30000 404.64| ASPHALT FOR TACK COAT | | | 0022 601-06854 2.000 EACH| 2172.50000 4345.00| 2400.00000 4800.00| GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 4.000 EACH| 2282.50000 9130.00| 2500.00000 10000.00| GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 34.290 m | 38.50000 1320.17| 43.00000 1474.47| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 611-06497 1.000 EACH| 236.50000 236.50| 250.00000 250.00| MAILBOX ASSEMBLY, SINGLE | | | 0026 615-06490 9.000 EACH| 121.00000 1089.00| 145.00000 1305.00| RIGHT OF WAY MARKER | | | 0027 616-02320 388.900 m2 | 2.00000 777.80| 2.50000 972.25| GEOTEXTILES | | | 0028 616-05689 265.700 Mg | 26.00000 6908.20| 25.00000 6642.50| RIPRAP, CLASS 2 | | | 0029 616-06405 81.200 Mg | 22.50000 1827.00| 30.00000 2436.00| RIPRAP, REVETMENT | | | 0030 621-01004 1.000 EACH| 682.50000 682.50| 800.00000 800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06545 0.010 Mg | 2047.50000 20.48| 2000.00000 20.00| FERTILIZER | | | 0032 621-06548 0.800 kg | 48.30000 38.64| 50.00000 40.00| SEED MIXTURE, CV | | | 0033 621-06559 19.200 m2 | 7.25000 139.20| 9.00000 172.80| MULCHED SEEDING, R | | | 0034 621-06567 3.500 kL | 4.99000 17.47| 4.75000 16.63| WATER | | | 0035 621-06574 198.100 m2 | 9.98000 1977.04| 12.00000 2377.20| SODDING | | | 0036 723-06660 22.600 m2 | 850.00000 19210.00| 2100.00000 47460.00| WINGWALL | | | 0037 723-07111 19.500 m | 3600.00000 70200.00| 8000.00000 156000.00| STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 1830 mm | | | 0038 801-04308 3.000 EACH| 170.50000 511.50| 300.00000 900.00| ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 700 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 240,538.09 ROUTE : SR 43 CALL ORDER : 700 CONTRACT ID : M -24762-A COUNTIES : GREENE LETTING DATE : 01/15/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1134435 |(8) 35-1418333 | |FOERTSCH CONSTRUCTION |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06605 4.000 EACH| 77.00000 308.00| 100.00000 400.00| BARRICADE, IIIA | | | 0040 801-06606 6.000 EACH| 88.00000 528.00| 120.00000 720.00| BARRICADE, IIIB | | | 0041 801-06625 36.000 EACH| 104.50000 3762.00| 100.00000 3600.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 2.000 EACH| 1.00000 2.00| 225.00000 450.00| CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP| 15000.00000 15000.00| 4000.00000 4000.00| MAINTAINING TRAFFIC | | | 0044 802-05701 3.200 m | 38.50000 123.20| 42.00000 134.40| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0045 802-76025 0.720 m2 | 203.50000 146.52| 215.00000 154.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0046 808-06713 250.000 m | 1.10000 275.00| 3.00000 750.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 250.000 m | 1.10000 275.00| 3.00000 750.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 269,804.42| $ 356,150.36| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 269,804.42| $ 356,150.36| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/23/02 PAGE : 710 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 9 CALL ORDER : 710 CONTRACT ID : M -25702-A COUNTIES : SHELBY LETTING DATE : 01/15/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/23/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 338,416.48 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 347,619.83 102.7195% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 354,712.63 104.8154% 4 35-1991044 JOHNSON COMPANY INC. $ 368,368.15 108.8505% 5 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 376,970.20 111.3923% 6 35-1385672 FORCE CONSTRUCTION $ 388,812.42 114.8916% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 391,863.88 115.7933% 8 35-1045880 WEITZEL CONSTRUCTION CO $ 392,983.52 116.1242% 9 35-1315965 FOX CONTRACTORS CORP. $ 406,681.32 120.1718% 10 35-1917625 MILESTONE CONTRACTORS, L.P. $ 420,900.00 124.3733% 11 35-0999231 HUNT PAVING COMPANY, INC. $ 436,823.33 129.0786% 12 38-1894432 IAFRATE, ANGELO CONSTRUCTION $ 647,826.70 191.4288% ====================================================================================================================================