INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 701 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,022.82 ROUTE : 68 CALL ORDER : 701 CONTRACT ID : M -24875-A COUNTIES : VANDERBURGH LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 08/09/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057095 BLANKENBERGER BROTHERS $ 356,207.05 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 386,390.30 108.4735% 3 35-2072438 T D & O LLC $ 400,369.30 112.3979% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 419,514.18 117.7725% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 419,874.70 117.8737% 6 35-1134435 FOERTSCH CONSTRUCTION $ 440,626.78 123.6996% 7 35-1817574 YARDBERRY LANDSCAPE $ 475,229.59 133.4138% ==================================================================================================================================== |(1) 35-1057095 |(2) 35-0626844 |(3) 35-2072438 |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO |T D & O LLC 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 | 1665.00000 6660.00| 1800.00000 7200.00| 1205.00000 4820.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3250.00000 3250.00| 6300.00000 6300.00| 3100.00000 3100.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17776.00000 17776.00| 19200.00000 19200.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3800.00000 3800.00| 2000.00000 2000.00| 3045.00000 3045.00 CLEARING RIGHT OF WAY | | | 0005 202-02255 30.000 EACH| 40.00000 1200.00| 54.00000 1620.00| 231.00000 6930.00 TREE, 460 mm, REMOVE PORTIONS BY | | | TRIMMING (UNDISTRIBUTED) | | | 0006 202-02286 1.000 EACH| 3300.00000 3300.00| 4000.00000 4000.00| 21000.00000 21000.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02020 689.000 m3 | 9.50000 6545.50| 7.80000 5374.20| 14.70000 10128.30 EXCAVATION, UNCLASSIFIED | | | 0008 203-02070 1866.000 m3 | 15.90000 29669.40| 15.20000 28363.20| 9.45000 17633.70 BORROW | | | 0009 203-02080 0.620 km | 7100.00000 4402.00| 8000.00000 4960.00| 5419.35000 3360.00 LINEAR GRADING FOR GUARDRAIL | | | 0010 203-06499 192.000 m2 | 9.70000 1862.40| 7.60000 1459.20| 17.75000 3408.00 SUBGRADE TREATMENT , 600 mm | | | 0011 205-06937 870.000 m | 5.40000 4698.00| 5.40000 4698.00| 3.85000 3349.50 TEMPORARY SILT FENCE | | | 0012 211-02060 582.000 m3 | 25.00000 14550.00| 35.00000 20370.00| 18.75000 10912.50 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 701 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,022.82 ROUTE : 68 CALL ORDER : 701 CONTRACT ID : M -24875-A COUNTIES : VANDERBURGH LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-0626844 |(3) 35-2072438 |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO |T D & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 402-05468 424.000 Mg | 45.00000 19080.00| 44.00000 18656.00| 47.25000 20034.00 HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05470 36.000 Mg | 44.00000 1584.00| 42.00000 1512.00| 47.25000 1701.00 HMA BASE C25.0 mm, MAINLINE | | | 0015 402-05474 346.000 Mg | 44.00000 15224.00| 44.00000 15224.00| 47.25000 16348.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 136.000 Mg | 55.00000 7480.00| 55.00000 7480.00| 57.75000 7854.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 406-05520 1.000 Mg | 320.00000 320.00| 200.00000 200.00| 325.50000 325.50 ASPHALT FOR TACK COAT | | | 0018 601-02636 60.960 m | 53.00000 3230.88| 51.00000 3108.96| 57.80000 3523.49 GUARDRAIL, W BEAM, NESTED | | | 0019 601-94689 4.000 EACH| 2000.00000 8000.00| 1900.00000 7600.00| 2625.00000 10500.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 619.120 m | 31.00000 19192.72| 30.00000 18573.60| 31.55000 19533.24 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 603-06040 165.000 m | 17.00000 2805.00| 16.10000 2656.50| 36.75000 6063.75 FENCE, FARM FIELD, 1190 mm | | | 0022 610-06461 947.000 Mg | 21.00000 19887.00| 15.50000 14678.50| 18.15000 17188.05 COMPACTED AGGREGATE, O, 73 | | | 0023 615-06490 3.000 EACH| 130.00000 390.00| 130.00000 390.00| 105.00000 315.00 RIGHT OF WAY MARKER | | | 0024 616-02320 1306.000 m2 | 1.95000 2546.70| 2.50000 3265.00| 2.30000 3003.80 GEOTEXTILES | | | 0025 616-05688 286.000 Mg | 22.00000 6292.00| 24.50000 7007.00| 21.00000 6006.00 RIPRAP, CLASS 1 | | | 0026 616-05689 416.000 Mg | 26.90000 11190.40| 27.00000 11232.00| 21.00000 8736.00 RIPRAP, CLASS 2 | | | 0027 621-01004 1.000 EACH| 670.00000 670.00| 635.00000 635.00| 630.00000 630.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-02356 2.000 kg | 260.00000 520.00| 250.00000 500.00| 210.00000 420.00 SEEDING, WETLAND , EVENING PRIMROSE | | | 0029 621-02363 3120.000 m2 | 0.40000 1248.00| 0.40000 1248.00| 0.65000 2028.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0030 621-02770 2677.000 m2 | 1.85000 4952.45| 1.80000 4818.60| 6.30000 16865.10 EROSION CONTROL BLANKET | | | 0031 621-06559 3120.000 m2 | 0.50000 1560.00| 0.50000 1560.00| 2.10000 6552.00 MULCHED SEEDING, R | | | 0032 622-05648 6.000 EACH| 160.00000 960.00| 155.00000 930.00| 210.00000 1260.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 701 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,022.82 ROUTE : 68 CALL ORDER : 701 CONTRACT ID : M -24875-A COUNTIES : VANDERBURGH LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-0626844 |(3) 35-2072438 |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO |T D & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 702-93722 5.000 m3 | 1.00000 5.00| 70.00000 350.00| 761.25000 3806.25 CONCRETE, C FOR GUARDRAIL ANCHORING | | | 0034 714-03437 128.200 m2 | 493.00000 63202.60| 445.00000 57049.00| 573.10000 73471.42 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0035 715-05203 42.000 m | 8.30000 348.60| 12.50000 525.00| 16.80000 705.60 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0036 722-60824 272.000 m2 | 6.00000 1632.00| 5.00000 1360.00| 8.40000 2284.80 SURFACE MILLING | | | 0037 723-06927 16.500 m | 3600.00000 59400.00| 5378.79000 88750.04| 3256.50000 53732.25 STRUCTURE, PRECAST THREE-SIDED, 3660 mm | | | x 3040 mm | | | 0038 801-04308 2.000 EACH| 106.00000 212.00| 110.00000 220.00| 105.00000 210.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06605 6.000 EACH| 48.00000 288.00| 18.00000 108.00| 52.50000 315.00 BARRICADE, IIIA | | | 0040 801-06625 35.000 EACH| 66.00000 2310.00| 61.00000 2135.00| 73.50000 2572.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 17.000 EACH| 70.00000 1190.00| 66.00000 1122.00| 73.50000 1249.50 CONSTRUCTION SIGN, A | | | 0042 801-06645 3.000 EACH| 36.00000 108.00| 40.00000 120.00| 42.00000 126.00 CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 470.00000 470.00| 5500.00000 5500.00| 2625.00000 2625.00 MAINTAINING TRAFFIC | | | 0044 808-06712 66.000 m | 1.10000 72.60| 1.80000 118.80| 2.10000 138.60 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 528.000 m | 1.10000 580.80| 1.15000 607.20| 1.80000 950.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-75996 13.000 EACH| 17.00000 221.00| 13.50000 175.50| 12.60000 163.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-75998 11.000 EACH| 120.00000 1320.00| 130.00000 1430.00| 131.25000 1443.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 356,207.05| $ 386,390.30| $ 400,369.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 356,207.05| $ 386,390.30| $ 400,369.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 701 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,022.82 ROUTE : 68 CALL ORDER : 701 CONTRACT ID : M -24875-A COUNTIES : VANDERBURGH LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1009310 |(6) 35-1134435 |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST|FOERTSCH 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| 840.00000 3360.00| 1200.00000 4800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 4700.00000 4700.00| 8500.00000 8500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 20800.00000 20800.00| 19500.00000 19500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 7800.00000 7800.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-02255 30.000 EACH| 175.00000 5250.00| 82.00000 2460.00| 750.00000 22500.00 TREE, 460 mm, REMOVE PORTIONS BY | | | TRIMMING (UNDISTRIBUTED) | | | 0006 202-02286 1.000 EACH| 11000.00000 11000.00| 7750.00000 7750.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02020 689.000 m3 | 14.00000 9646.00| 11.50000 7923.50| 8.25000 5684.25 EXCAVATION, UNCLASSIFIED | | | 0008 203-02070 1866.000 m3 | 16.00000 29856.00| 13.60000 25377.60| 12.00000 22392.00 BORROW | | | 0009 203-02080 0.620 km | 3500.00000 2170.00| 24000.00000 14880.00| 10000.00000 6200.00 LINEAR GRADING FOR GUARDRAIL | | | 0010 203-06499 192.000 m2 | 12.00000 2304.00| 52.00000 9984.00| 7.00000 1344.00 SUBGRADE TREATMENT , 600 mm | | | 0011 205-06937 870.000 m | 5.10000 4437.00| 5.20000 4524.00| 6.25000 5437.50 TEMPORARY SILT FENCE | | | 0012 211-02060 582.000 m3 | 28.00000 16296.00| 31.20000 18158.40| 24.00000 13968.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 402-05468 424.000 Mg | 46.00000 19504.00| 45.00000 19080.00| 42.75000 18126.00 HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05470 36.000 Mg | 53.00000 1908.00| 45.00000 1620.00| 42.00000 1512.00 HMA BASE C25.0 mm, MAINLINE | | | 0015 402-05474 346.000 Mg | 52.00000 17992.00| 45.00000 15570.00| 42.00000 14532.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 136.000 Mg | 60.00000 8160.00| 55.00000 7480.00| 52.00000 7072.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 406-05520 1.000 Mg | 200.00000 200.00| 320.00000 320.00| 300.00000 300.00 ASPHALT FOR TACK COAT | | | 0018 601-02636 60.960 m | 50.00000 3048.00| 53.00000 3230.88| 50.00000 3048.00 GUARDRAIL, W BEAM, NESTED | | | 0019 601-94689 4.000 EACH| 1850.00000 7400.00| 1960.00000 7840.00| 1850.00000 7400.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 701 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,022.82 ROUTE : 68 CALL ORDER : 701 CONTRACT ID : M -24875-A COUNTIES : VANDERBURGH LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1009310 |(6) 35-1134435 |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99105 619.120 m | 29.00000 17954.48| 31.00000 19192.72| 29.00000 17954.48 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 603-06040 165.000 m | 16.00000 2640.00| 17.00000 2805.00| 16.00000 2640.00 FENCE, FARM FIELD, 1190 mm | | | 0022 610-06461 947.000 Mg | 20.00000 18940.00| 24.50000 23201.50| 18.00000 17046.00 COMPACTED AGGREGATE, O, 73 | | | 0023 615-06490 3.000 EACH| 125.00000 375.00| 130.00000 390.00| 125.00000 375.00 RIGHT OF WAY MARKER | | | 0024 616-02320 1306.000 m2 | 4.00000 5224.00| 2.20000 2873.20| 2.00000 2612.00 GEOTEXTILES | | | 0025 616-05688 286.000 Mg | 30.00000 8580.00| 30.80000 8808.80| 21.50000 6149.00 RIPRAP, CLASS 1 | | | 0026 616-05689 416.000 Mg | 30.00000 12480.00| 30.80000 12812.80| 23.00000 9568.00 RIPRAP, CLASS 2 | | | 0027 621-01004 1.000 EACH| 630.00000 630.00| 710.00000 710.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-02356 2.000 kg | 248.00000 496.00| 250.00000 500.00| 150.00000 300.00 SEEDING, WETLAND , EVENING PRIMROSE | | | 0029 621-02363 3120.000 m2 | 0.38000 1185.60| 0.40000 1248.00| 0.50000 1560.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0030 621-02770 2677.000 m2 | 1.70000 4550.90| 1.70000 4550.90| 5.15000 13786.55 EROSION CONTROL BLANKET | | | 0031 621-06559 3120.000 m2 | 0.46000 1435.20| 0.50000 1560.00| 1.80000 5616.00 MULCHED SEEDING, R | | | 0032 622-05648 6.000 EACH| 150.00000 900.00| 160.00000 960.00| 160.00000 960.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | 0033 702-93722 5.000 m3 | 300.00000 1500.00| 485.00000 2425.00| 650.00000 3250.00 CONCRETE, C FOR GUARDRAIL ANCHORING | | | 0034 714-03437 128.200 m2 | 650.00000 83330.00| 572.00000 73330.40| 600.00000 76920.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0035 715-05203 42.000 m | 10.00000 420.00| 21.00000 882.00| 23.50000 987.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0036 722-60824 272.000 m2 | 9.00000 2448.00| 6.00000 1632.00| 6.50000 1768.00 SURFACE MILLING | | | 0037 723-06927 16.500 m | 4800.00000 79200.00| 4278.00000 70587.00| 4300.00000 70950.00 STRUCTURE, PRECAST THREE-SIDED, 3660 mm | | | x 3040 mm | | | 0038 801-04308 2.000 EACH| 97.00000 194.00| 140.00000 280.00| 97.00000 194.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 701 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,022.82 ROUTE : 68 CALL ORDER : 701 CONTRACT ID : M -24875-A COUNTIES : VANDERBURGH LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1009310 |(6) 35-1134435 |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06605 6.000 EACH| 44.00000 264.00| 50.00000 300.00| 44.00000 264.00 BARRICADE, IIIA | | | 0040 801-06625 35.000 EACH| 60.00000 2100.00| 65.00000 2275.00| 60.00000 2100.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 17.000 EACH| 64.00000 1088.00| 67.00000 1139.00| 64.00000 1088.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 3.000 EACH| 33.00000 99.00| 35.00000 105.00| 33.00000 99.00 CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 1000.00000 1000.00| 2300.00000 2300.00| 8500.00000 8500.00 MAINTAINING TRAFFIC | | | 0044 808-06712 66.000 m | 1.00000 66.00| 1.00000 66.00| 1.00000 66.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 528.000 m | 1.00000 528.00| 1.00000 528.00| 1.00000 528.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-75996 13.000 EACH| 50.00000 650.00| 18.00000 234.00| 115.00000 1495.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-75998 11.000 EACH| 115.00000 1265.00| 120.00000 1320.00| 85.00000 935.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 419,514.18| $ 419,874.70| $ 440,626.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 419,514.18| $ 419,874.70| $ 440,626.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 701 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,022.82 ROUTE : 68 CALL ORDER : 701 CONTRACT ID : M -24875-A COUNTIES : VANDERBURGH LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817574 | | |YARDBERRY LANDSCAPE | | 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 | 2100.00000 8400.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5200.00000 5200.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22600.00000 22600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02255 30.000 EACH| 150.00000 4500.00| | TREE, 460 mm, REMOVE PORTIONS BY | | | TRIMMING (UNDISTRIBUTED) | | | 0006 202-02286 1.000 EACH| 16000.00000 16000.00| | PRESENT STRUCTURE, REMOVE | | | 0007 203-02020 689.000 m3 | 25.00000 17225.00| | EXCAVATION, UNCLASSIFIED | | | 0008 203-02070 1866.000 m3 | 17.00000 31722.00| | BORROW | | | 0009 203-02080 0.620 km | 6400.00000 3968.00| | LINEAR GRADING FOR GUARDRAIL | | | 0010 203-06499 192.000 m2 | 20.00000 3840.00| | SUBGRADE TREATMENT , 600 mm | | | 0011 205-06937 870.000 m | 5.00000 4350.00| | TEMPORARY SILT FENCE | | | 0012 211-02060 582.000 m3 | 30.00000 17460.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0013 402-05468 424.000 Mg | 60.00000 25440.00| | HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05470 36.000 Mg | 60.00000 2160.00| | HMA BASE C25.0 mm, MAINLINE | | | 0015 402-05474 346.000 Mg | 63.00000 21798.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 136.000 Mg | 66.00000 8976.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0017 406-05520 1.000 Mg | 500.00000 500.00| | ASPHALT FOR TACK COAT | | | 0018 601-02636 60.960 m | 55.00000 3352.80| | GUARDRAIL, W BEAM, NESTED | | | 0019 601-94689 4.000 EACH| 2035.00000 8140.00| | GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 701 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,022.82 ROUTE : 68 CALL ORDER : 701 CONTRACT ID : M -24875-A COUNTIES : VANDERBURGH LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817574 | | |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99105 619.120 m | 32.00000 19811.84| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 603-06040 165.000 m | 18.00000 2970.00| | FENCE, FARM FIELD, 1190 mm | | | 0022 610-06461 947.000 Mg | 21.00000 19887.00| | COMPACTED AGGREGATE, O, 73 | | | 0023 615-06490 3.000 EACH| 140.00000 420.00| | RIGHT OF WAY MARKER | | | 0024 616-02320 1306.000 m2 | 2.00000 2612.00| | GEOTEXTILES | | | 0025 616-05688 286.000 Mg | 38.00000 10868.00| | RIPRAP, CLASS 1 | | | 0026 616-05689 416.000 Mg | 35.00000 14560.00| | RIPRAP, CLASS 2 | | | 0027 621-01004 1.000 EACH| 750.00000 750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-02356 2.000 kg | 390.00000 780.00| | SEEDING, WETLAND , EVENING PRIMROSE | | | 0029 621-02363 3120.000 m2 | 0.45000 1404.00| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0030 621-02770 2677.000 m2 | 1.95000 5220.15| | EROSION CONTROL BLANKET | | | 0031 621-06559 3120.000 m2 | 0.70000 2184.00| | MULCHED SEEDING, R | | | 0032 622-05648 6.000 EACH| 220.00000 1320.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | 0033 702-93722 5.000 m3 | 650.00000 3250.00| | CONCRETE, C FOR GUARDRAIL ANCHORING | | | 0034 714-03437 128.200 m2 | 715.00000 91663.00| | WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0035 715-05203 42.000 m | 21.45000 900.90| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0036 722-60824 272.000 m2 | 12.00000 3264.00| | SURFACE MILLING | | | 0037 723-06927 16.500 m | 4320.00000 71280.00| | STRUCTURE, PRECAST THREE-SIDED, 3660 mm | | | x 3040 mm | | | 0038 801-04308 2.000 EACH| 112.00000 224.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 701 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,022.82 ROUTE : 68 CALL ORDER : 701 CONTRACT ID : M -24875-A COUNTIES : VANDERBURGH LETTING DATE : 02/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817574 | | |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06605 6.000 EACH| 50.60000 303.60| | BARRICADE, IIIA | | | 0040 801-06625 35.000 EACH| 70.00000 2450.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 17.000 EACH| 75.00000 1275.00| | CONSTRUCTION SIGN, A | | | 0042 801-06645 3.000 EACH| 40.00000 120.00| | CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 3000.00000 3000.00| | MAINTAINING TRAFFIC | | | 0044 808-06712 66.000 m | 1.20000 79.20| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0045 808-06713 528.000 m | 1.20000 633.60| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-75996 13.000 EACH| 70.00000 910.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-75998 11.000 EACH| 132.50000 1457.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 475,229.59| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 475,229.59| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 705 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,783.33 ROUTE : SR 9 CALL ORDER : 705 CONTRACT ID : M -25702-B COUNTIES : SHELBY LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/23/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 300000A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1991044 JOHNSON COMPANY INC. IRREGULAR BID $ 326,086.70 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING AWARD $ 326,284.15 100.0605% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 328,201.30 100.6484% 4 35-1564026 WINGHAM PAVING INC. $ 330,777.86 101.4386% ==================================================================================================================================== |(1) 35-1991044 |(2) 35-2070195 |(3) 35-1364963 |JOHNSON COMPANY INC. |ALPHA EXCAVATING & LANDSCAPI|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT AND ADDED TURN LANES | | | 0001 105-06790 5.000 MOS | 800.00000 4000.00| 975.00000 4875.00| 1000.00000 5000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8100.00000 8100.00| 8500.00000 8500.00| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15500.00000 15500.00| 15000.00000 15000.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02255 3.000 EACH| 100.00000 300.00| 150.00000 450.00| 1000.00000 3000.00 TREE, 460 mm, REMOVE | | | 0005 202-02260 1.000 EACH| 150.00000 150.00| 400.00000 400.00| 2000.00000 2000.00 TREE, 760 mm, REMOVE | | | 0006 202-02271 4.000 EACH| 185.00000 740.00| 200.00000 800.00| 200.00000 800.00 HEADWALL, REMOVE | | | 0007 202-51330 LUMP| 18000.00000 18000.00| 5000.00000 5000.00| 17500.00000 17500.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0008 202-51330 LUMP| 6800.00000 6800.00| 3000.00000 3000.00| 12500.00000 12500.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0009 202-96133 50.000 m | 22.00000 1100.00| 25.00000 1250.00| 25.00000 1250.00 PIPE, REMOVE | | | 0010 203-02000 20.500 m3 | 30.00000 615.00| 18.00000 369.00| 30.00000 615.00 EXCAVATION, COMMON | | | 0011 203-02070 1629.000 m3 | 11.50000 18733.50| 22.50000 36652.50| 15.00000 24435.00 BORROW | | | 0012 211-02060 58.500 m3 | 25.00000 1462.50| 25.00000 1462.50| 27.50000 1608.75 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 94.000 Mg | 17.85000 1677.90| 18.50000 1739.00| 24.00000 2256.00 COMPACTED AGGREGATE, O, 53 , Stone | | | 0014 303-60012 96.500 Mg | 16.00000 1544.00| 17.50000 1688.75| 25.00000 2412.50 AGGREGATE, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 705 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,783.33 ROUTE : SR 9 CALL ORDER : 705 CONTRACT ID : M -25702-B COUNTIES : SHELBY LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1991044 |(2) 35-2070195 |(3) 35-1364963 |JOHNSON COMPANY INC. |ALPHA EXCAVATING & LANDSCAPI|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-94433 329.300 m3 | 40.00000 13172.00| 21.80000 7178.74| 30.00000 9879.00 AGGREGATE, 12 | | | 0016 305-05206 1115.000 Mg | 51.00000 56865.00| 41.70000 46495.50| 45.00000 50175.00 WIDENING WITH HMA | | | 0017 305-06083 133.400 Mg | 110.00000 14674.00| 97.80000 13046.52| 85.00000 11339.00 HMA PATCHING FOR RIGID PAVEMENT OR BASE | | | 0018 616-02320 680.300 m2 | 1.70000 1156.51| 2.00000 1360.60| 3.00000 2040.90 GEOTEXTILES | | | 0019 616-06405 163.500 Mg | 17.00000 2779.50| 19.25000 3147.38| 24.00000 3924.00 RIPRAP, REVETMENT | | | 0020 621-01004 1.000 EACH| 395.00000 395.00| 400.00000 400.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0021 621-06559 1900.000 m2 | 0.60000 1140.00| 0.55000 1045.00| 0.75000 1425.00 MULCHED SEEDING, R | | | 0022 621-06570 82.200 m3 | 35.00000 2877.00| 40.00000 3288.00| 20.00000 1644.00 TOP SOIL | | | 0023 621-06574 2205.000 m2 | 3.50000 7717.50| 3.49000 7695.45| 3.75000 8268.75 SODDING | | | 0024 714-02677 19.600 m | 728.42000 14277.03| 2220.13000 43514.55| 1230.00000 24108.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 1200 mm | | | 0025 714-03437 40.890 m2 | 493.00000 20158.77| 600.00000 24534.00| 400.00000 16356.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0026 715-05119 13.800 m | 100.00000 1380.00| 70.00000 966.00| 100.00000 1380.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0027 715-05914 37.500 m | 120.00000 4500.00| 120.00000 4500.00| 160.00000 6000.00 PIPE, PVC, 450 mm , Smooth Wall | | | 0028 715-46005 6.000 EACH| 185.00000 1110.00| 375.00000 2250.00| 250.00000 1500.00 PIPE END SECTION, 375 mm | | | 0029 720-45410 3.000 EACH| 1600.00000 4800.00| 1200.00000 3600.00| 1500.00000 4500.00 MANHOLE, C4 | | | 0030 723-06927 21.541 m | 4000.00000 86164.00| 2985.00000 64299.89| 3300.00000 71085.30 STRUCTURE, PRECAST THREE-SIDED, , 4200 | | | mm 3000 mm | | | 0031 801-04308 11.000 EACH| 101.00000 1111.00| 93.50000 1028.50| 125.00000 1375.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0032 801-06605 16.000 EACH| 66.00000 1056.00| 83.50000 1336.00| 75.00000 1200.00 BARRICADE, IIIA | | | 0033 801-06606 8.000 EACH| 76.00000 608.00| 83.50000 668.00| 85.00000 680.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 705 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,783.33 ROUTE : SR 9 CALL ORDER : 705 CONTRACT ID : M -25702-B COUNTIES : SHELBY LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1991044 |(2) 35-2070195 |(3) 35-1364963 |JOHNSON COMPANY INC. |ALPHA EXCAVATING & LANDSCAPI|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06625 49.000 EACH| 91.00000 4459.00| 73.00000 3577.00| 100.00000 4900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0035 801-06640 34.000 EACH| 56.00000 1904.00| 62.25000 2116.50| 75.00000 2550.00 CONSTRUCTION SIGN, A | | | 0036 801-06775 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0037 804-06725 29.000 EACH| 32.00000 928.00| 31.50000 913.50| 20.00000 580.00 DELINEATOR WITH POST, D1, 75 mm | | | 0038 808-06712 175.600 m | 0.90000 158.04| 0.45000 79.02| 1.00000 175.60 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0039 808-06713 1405.000 m | 0.25000 351.25| 0.45000 632.25| 0.30000 421.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0040 808-06716 180.000 m | 2.00000 360.00| 2.75000 495.00| 2.00000 360.00 LINE, REMOVE | | | 0041 808-75007 290.000 m | 0.38000 110.20| 4.00000 1160.00| 0.40000 116.00 LINE, PAINT, SOLID, WHITE, 150 mm | | | 0042 808-75297 8.000 m | 10.00000 80.00| 40.00000 320.00| 12.00000 96.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0043 808-75996 3.000 EACH| 4.00000 12.00| 25.00000 75.00| 15.00000 45.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-75998 3.000 EACH| 20.00000 60.00| 125.00000 375.00| 100.00000 300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 326,086.70| $ 326,284.15| $ 328,201.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 326,086.70| $ 326,284.15| $ 328,201.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 705 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,783.33 ROUTE : SR 9 CALL ORDER : 705 CONTRACT ID : M -25702-B COUNTIES : SHELBY LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1564026 | | |WINGHAM PAVING INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT AND ADDED TURN LANES | | | 0001 105-06790 5.000 MOS | 1905.00000 9525.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3220.00000 3220.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15612.00000 15612.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02255 3.000 EACH| 200.00000 600.00| | TREE, 460 mm, REMOVE | | | 0005 202-02260 1.000 EACH| 325.00000 325.00| | TREE, 760 mm, REMOVE | | | 0006 202-02271 4.000 EACH| 180.00000 720.00| | HEADWALL, REMOVE | | | 0007 202-51330 LUMP| 6700.00000 6700.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0008 202-51330 LUMP| 5400.00000 5400.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0009 202-96133 50.000 m | 28.00000 1400.00| | PIPE, REMOVE | | | 0010 203-02000 20.500 m3 | 22.00000 451.00| | EXCAVATION, COMMON | | | 0011 203-02070 1629.000 m3 | 15.47000 25200.63| | BORROW | | | 0012 211-02060 58.500 m3 | 31.00000 1813.50| | B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 94.000 Mg | 26.50000 2491.00| | COMPACTED AGGREGATE, O, 53 , Stone | | | 0014 303-60012 96.500 Mg | 27.00000 2605.50| | AGGREGATE, 2 | | | 0015 303-94433 329.300 m3 | 34.25000 11278.52| | AGGREGATE, 12 | | | 0016 305-05206 1115.000 Mg | 46.30000 51624.50| | WIDENING WITH HMA | | | 0017 305-06083 133.400 Mg | 67.00000 8937.80| | HMA PATCHING FOR RIGID PAVEMENT OR BASE | | | 0018 616-02320 680.300 m2 | 3.60000 2449.08| | GEOTEXTILES | | | 0019 616-06405 163.500 Mg | 22.05000 3605.17| | RIPRAP, REVETMENT | | | 0020 621-01004 1.000 EACH| 750.00000 750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 705 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,783.33 ROUTE : SR 9 CALL ORDER : 705 CONTRACT ID : M -25702-B COUNTIES : SHELBY LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1564026 | | |WINGHAM PAVING INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 621-06559 1900.000 m2 | 0.85000 1615.00| | MULCHED SEEDING, R | | | 0022 621-06570 82.200 m3 | 30.10000 2474.22| | TOP SOIL | | | 0023 621-06574 2205.000 m2 | 3.95000 8709.75| | SODDING | | | 0024 714-02677 19.600 m | 892.50000 17493.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 1200 mm | | | 0025 714-03437 40.890 m2 | 708.26000 28960.75| | WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0026 715-05119 13.800 m | 75.35000 1039.83| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0027 715-05914 37.500 m | 86.80000 3255.00| | PIPE, PVC, 450 mm , Smooth Wall | | | 0028 715-46005 6.000 EACH| 125.00000 750.00| | PIPE END SECTION, 375 mm | | | 0029 720-45410 3.000 EACH| 1635.00000 4905.00| | MANHOLE, C4 | | | 0030 723-06927 21.541 m | 4040.00000 87025.64| | STRUCTURE, PRECAST THREE-SIDED, , 4200 | | | mm 3000 mm | | | 0031 801-04308 11.000 EACH| 228.00000 2508.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0032 801-06605 16.000 EACH| 85.00000 1360.00| | BARRICADE, IIIA | | | 0033 801-06606 8.000 EACH| 93.00000 744.00| | BARRICADE, IIIB | | | 0034 801-06625 49.000 EACH| 86.00000 4214.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0035 801-06640 34.000 EACH| 97.00000 3298.00| | CONSTRUCTION SIGN, A | | | 0036 801-06775 LUMP| 4385.00000 4385.00| | MAINTAINING TRAFFIC | | | 0037 804-06725 29.000 EACH| 20.00000 580.00| | DELINEATOR WITH POST, D1, 75 mm | | | 0038 808-06712 175.600 m | 0.45000 79.02| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0039 808-06713 1405.000 m | 0.45000 632.25| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0040 808-06716 180.000 m | 2.88000 518.40| | LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 705 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,783.33 ROUTE : SR 9 CALL ORDER : 705 CONTRACT ID : M -25702-B COUNTIES : SHELBY LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1564026 | | |WINGHAM PAVING INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 808-75007 290.000 m | 0.67000 194.30| | LINE, PAINT, SOLID, WHITE, 150 mm | | | 0042 808-75297 8.000 m | 28.75000 230.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0043 808-75996 3.000 EACH| 50.00000 150.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-75998 3.000 EACH| 316.00000 948.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 330,777.86| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 330,777.86| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 711 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SPECIAL INSTITUTION CALL ORDER : 711 CONTRACT ID : M -25875-A COUNTIES : CASS LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1621699 CENTRAL PAVING, INC. $ 46,967.50 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 721 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 135,683.02 ROUTE : VARIOUS CALL ORDER : 721 CONTRACT ID : M -26105-A COUNTIES : VARIOUS LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/03/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23-2332783 DEANGELO BROTHERS, INC. $ 128,163.41 100.0000% 2 35-1038926 TOWNSEND TREE SERVICE CO $ 138,690.86 108.2140% 3 52-2166771 CHEMI-TROL CHEMICAL CO $ 150,538.82 117.4585% 4 35-1944148 DALTONS, INC. $ 159,562.35 124.4991% 5 35-1636776 LINKEL COMPANY $ 271,439.40 211.7916% ==================================================================================================================================== |(1) 23-2332783 |(2) 35-1038926 |(3) 52-2166771 |DEANGELO BROTHERS, INC. |TOWNSEND TREE SERVICE CO |CHEMI-TROL CHEMICAL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE | | | 0001 624-92647 3668.100 ACRE| 34.94000 128163.41| 37.81000 138690.86| 41.04000 150538.82 HERBICIDE TREATMENT | | | SECTION TOTALS | $ 128,163.41| $ 138,690.86| $ 150,538.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 128,163.41| $ 138,690.86| $ 150,538.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 721 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 135,683.02 ROUTE : VARIOUS CALL ORDER : 721 CONTRACT ID : M -26105-A COUNTIES : VARIOUS LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1944148 |(5) 35-1636776 | |DALTONS, INC. |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE | | | 0001 624-92647 3668.100 ACRE| 43.50000 159562.35| 74.00000 271439.40| HERBICIDE TREATMENT | | | SECTION TOTALS | $ 159,562.35| $ 271,439.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 159,562.35| $ 271,439.40| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 731 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,701.24 ROUTE : US 30 CALL ORDER : 731 CONTRACT ID : M -26108-A COUNTIES : ALLEN LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 05/18/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 181,349.30 100.0000% 2 35-1139301 E & B PAVING, INC. $ 217,942.36 120.1782% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 257,409.00 141.9409% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1817530 |BROOKS CONSTRUCTION |E & B PAVING, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR | | | 0001 105-06790 3.000 MOS | 1000.00000 3000.00| 700.00000 2100.00| 1000.00000 3000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 9000.00000 9000.00| 5100.00000 5100.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 5275.00000 5275.00| 10000.00000 10000.00| 12600.00000 12600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 1468.000 SYS | 5.45000 8000.60| 4.50000 6606.00| 13.10000 19230.80 PAVEMENT, REMOVE | | | 0005 203-02000 644.000 CYS | 15.00000 9660.00| 6.00000 3864.00| 17.40000 11205.60 EXCAVATION, COMMON | | | 0006 304-06464 644.000 CYS | 25.00000 16100.00| 25.13000 16183.72| 23.00000 14812.00 SUBBASE FOR PCCP | | | 0007 305-05204 8.000 TON | 150.00000 1200.00| 200.00000 1600.00| 400.00000 3200.00 HMA FOR PATCHING | | | 0008 502-06329 1468.000 SYS | 30.00000 44040.00| 45.00000 66060.00| 42.40000 62243.20 PCCP, 12 IN. | | | 0009 503-05240 672.000 LFT | 10.00000 6720.00| 5.75000 3864.00| 14.40000 9676.80 D-1 CONTRACTION JOINT | | | 0010 601-04746 2.000 EACH| 5000.00000 10000.00| 6600.00000 13200.00| 5000.00000 10000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0011 602-06639 476.000 LFT | 15.00000 7140.00| 18.00000 8568.00| 20.80000 9900.80 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0012 602-06646 1150.000 LFT | 15.00000 17250.00| 18.00000 20700.00| 18.20000 20930.00 TEMPORARY CONCRETE BARRIER | | | 0013 715-05048 1100.000 LFT | 6.70000 7370.00| 4.00000 4400.00| 12.00000 13200.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0014 715-05053 120.000 LFT | 16.00000 1920.00| 15.00000 1800.00| 10.50000 1260.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 731 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 289,701.24 ROUTE : US 30 CALL ORDER : 731 CONTRACT ID : M -26108-A COUNTIES : ALLEN LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1817530 |BROOKS CONSTRUCTION |E & B PAVING, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 718-06531 4.000 EACH| 420.00000 1680.00| 600.00000 2400.00| 356.00000 1424.00 OUTLET PROTECTOR, 3 | | | 0016 801-06207 6380.000 LFT | 0.70000 4466.00| 0.70000 4466.00| 0.70000 4466.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 8.000 EACH| 75.00000 600.00| 75.00000 600.00| 75.00000 600.00 CONSTRUCTION SIGN, A | | | 0018 801-06645 2.000 EACH| 15.00000 30.00| 15.00000 30.00| 15.00000 30.00 CONSTRUCTION SIGN, B | | | 0019 801-06710 30.000 DAY | 15.00000 450.00| 20.00000 600.00| 20.00000 600.00 FLASHING ARROW SIGN | | | 0020 801-06775 LUMP| 5300.00000 5300.00| 11000.00000 11000.00| 11530.00000 11530.00 MAINTAINING TRAFFIC | | | 0021 808-75051 1100.000 LFT | 1.25000 1375.00| 1.25000 1375.00| 1.25000 1375.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0022 808-75061 276.000 LFT | 2.25000 621.00| 2.25000 621.00| 2.25000 621.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0023 808-75998 12.000 EACH| 60.00000 720.00| 60.00000 720.00| 60.00000 720.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0024 305-05206 148.000 TON | 44.00000 6512.00| 60.00000 8880.00| 45.00000 6660.00 WIDENING WITH HMA | | | 0025 401-05467 1100.000 LFT | 3.82000 4202.00| 3.25000 3575.00| 4.70000 5170.00 MILLED HMA CORRUGATIONS | | | 0026 402-05477 40.300 TON | 75.00000 3022.50| 62.00000 2498.60| 70.00000 2821.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0027 501-06266 LUMP| 500.00000 500.00| 1019.04000 1019.04| 9000.00000 9000.00 PROFILOGRAPH, PCCP | | | 0028 503-03489 88.000 EACH| 3.00000 264.00| 8.50000 748.00| 20.50000 1804.00 RETROFITTED TIE BARS | | | 0029 610-06257 109.400 SYS | 51.00000 5579.40| 65.00000 7111.00| 67.00000 7329.80 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0030 703-51030 2600.000 LBS | 1.00000 2600.00| 0.75000 1950.00| 0.60000 1560.00 REINFORCING STEEL | | | 0031 808-06716 1100.000 LFT | 0.85000 935.00| 0.85000 935.00| 0.85000 935.00 LINE, REMOVE | | | 0032 617-04488 1468.000 SYS | 2.60000 3816.80| 1.00000 1468.00| 3.00000 4404.00 GEOGRID, SUBGRADE | | | SECTION TOTALS | $ 181,349.30| $ 217,942.36| $ 257,409.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 181,349.30| $ 217,942.36| $ 257,409.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 741 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,000.00 ROUTE : I-69 AND SR 18 CALL ORDER : 741 CONTRACT ID : M -26109-A COUNTIES : GRANT HUNTINGTON LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT ALLEN OTHERS CONTRACT TIME : 38 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1489217 CUSTOM MOWING $ 43,000.00 100.0000% 2 35-2034028 C & H MOWING, INC. $ 52,000.00 120.9302% 3 35-1376229 COMPTON'S MOWING SERVICE $ 56,000.00 130.2325% 4 31-1400361 THOMPSON INTERSTATE MOWING CONDITIONAL BID $ 60,000.00 139.5348% 5 35-1636776 LINKEL COMPANY $ 62,900.00 146.2790% 6 35-1991044 JOHNSON COMPANY INC. CONDITIONAL BID $ 63,000.00 146.5116% ==================================================================================================================================== |(1) 31-1489217 |(2) 35-2034028 |(3) 35-1376229 |CUSTOM MOWING |C & H MOWING, INC. |COMPTON'S MOWING SERVICE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL| 17000.00000 17000.00| 20000.00000 20000.00| 20000.00000 20000.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 20000.00000 20000.00| 20000.00000 20000.00| 20000.00000 20000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 6000.00000 6000.00| 12000.00000 12000.00| 16000.00000 16000.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 43,000.00| $ 52,000.00| $ 56,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 43,000.00| $ 52,000.00| $ 56,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 741 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,000.00 ROUTE : I-69 AND SR 18 CALL ORDER : 741 CONTRACT ID : M -26109-A COUNTIES : GRANT HUNTINGTON LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT ALLEN OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 31-1400361 |(5) 35-1636776 |(6) 35-1991044 |THOMPSON INTERSTATE MOWING |LINKEL COMPANY |JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL| 20000.00000 20000.00| 25000.00000 25000.00| 28000.00000 28000.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 30000.00000 30000.00| 30000.00000 30000.00| 25000.00000 25000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 10000.00000 10000.00| 7900.00000 7900.00| 10000.00000 10000.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 60,000.00| $ 62,900.00| $ 63,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 60,000.00| $ 62,900.00| $ 63,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 751 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,000.00 ROUTE : US 30 CALL ORDER : 751 CONTRACT ID : M -26110-A COUNTIES : ALLEN KOSCIUSKO LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT WHITLEY CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1400361 THOMPSON INTERSTATE MOWING $ 42,900.00 100.0000% 2 35-2034028 C & H MOWING, INC. $ 44,000.00 102.5641% 3 31-1489217 CUSTOM MOWING $ 49,000.00 114.2191% 4 35-1376229 COMPTON'S MOWING SERVICE $ 50,000.00 116.5501% 5 35-1991044 JOHNSON COMPANY INC. CONDITIONAL BID $ 54,652.02 127.3939% 6 35-1636776 LINKEL COMPANY $ 58,400.00 136.1305% ==================================================================================================================================== |(1) 31-1400361 |(2) 35-2034028 |(3) 31-1489217 |THOMPSON INTERSTATE MOWING |C & H MOWING, INC. |CUSTOM MOWING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL| 15000.00000 15000.00| 15000.00000 15000.00| 20000.00000 20000.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 20000.00000 20000.00| 17000.00000 17000.00| 20000.00000 20000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 7900.00000 7900.00| 12000.00000 12000.00| 9000.00000 9000.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 42,900.00| $ 44,000.00| $ 49,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 42,900.00| $ 44,000.00| $ 49,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 751 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 60,000.00 ROUTE : US 30 CALL ORDER : 751 CONTRACT ID : M -26110-A COUNTIES : ALLEN KOSCIUSKO LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT WHITLEY SET-ASIDE : ==================================================================================================================================== |(4) 35-1376229 |(5) 35-1991044 |(6) 35-1636776 |COMPTON'S MOWING SERVICE |JOHNSON COMPANY INC. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL| 15000.00000 15000.00| 12870.02000 12870.02| 25000.00000 25000.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 23000.00000 23000.00| 28912.00000 28912.00| 30000.00000 30000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 12000.00000 12000.00| 12870.00000 12870.00| 3400.00000 3400.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 50,000.00| $ 54,652.02| $ 58,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 50,000.00| $ 54,652.02| $ 58,400.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 761 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 20 CALL ORDER : 761 CONTRACT ID : M -26111-A COUNTIES : ELKHART LETTING DATE : 02/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 19 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1376229 COMPTON'S MOWING SERVICE $ 18,000.00 100.0000% 2 31-1489217 CUSTOM MOWING $ 20,000.00 111.1111% 3 35-1636776 LINKEL COMPANY $ 23,000.00 127.7777% 4 31-1400361 THOMPSON INTERSTATE MOWING $ 87,000.00 483.3333% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 771 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,842.50 ROUTE : VARIOUS LOCATION CALL ORDER : 771 CONTRACT ID : M -26116-A COUNTIES : MARION SHELBY LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT HAMILTON OTHERS CONTRACT TIME : 08/02/02 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1038926 TOWNSEND TREE SERVICE CO $ 139,687.90 100.0000% 2 52-2166771 CHEMI-TROL CHEMICAL CO $ 170,234.60 121.8678% 3 23-2332783 DEANGELO BROTHERS, INC. $ 194,345.00 139.1280% 4 35-1636776 LINKEL COMPANY $ 408,312.50 292.3034% ==================================================================================================================================== |(1) 35-1038926 |(2) 52-2166771 |(3) 23-2332783 |TOWNSEND TREE SERVICE CO |CHEMI-TROL CHEMICAL CO |DEANGELO BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HERBICIDE TREATMENT | | | 0001 110-01001 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 1447.25000 1447.25 MOBILIZATION AND DEMOBILIZATION | | | 0002 624-92647 4135.000 ACRE| 33.54000 138687.90| 39.96000 165234.60| 46.65000 192897.75 HERBICIDE TREATMENT | | | SECTION TOTALS | $ 139,687.90| $ 170,234.60| $ 194,345.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 139,687.90| $ 170,234.60| $ 194,345.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 771 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 175,842.50 ROUTE : VARIOUS LOCATION CALL ORDER : 771 CONTRACT ID : M -26116-A COUNTIES : MARION SHELBY LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT HAMILTON OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 35-1636776 | | |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HERBICIDE TREATMENT | | | 0001 110-01001 LUMP| 5150.00000 5150.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 624-92647 4135.000 ACRE| 97.50000 403162.50| | HERBICIDE TREATMENT | | | SECTION TOTALS | $ 408,312.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 408,312.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 781 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 306,390.00 ROUTE : VARIOUS INTER ROUTES CALL ORDER : 781 CONTRACT ID : M -26117-A COUNTIES : MARION LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/08/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1636776 LINKEL COMPANY $ 239,000.00 100.0000% 2 35-1991044 JOHNSON COMPANY INC. $ 243,200.01 101.7573% 3 23-2332783 DEANGELO BROTHERS, INC. $ 332,679.99 139.1966% ==================================================================================================================================== |(1) 35-1636776 |(2) 35-1991044 |(3) 23-2332783 |LINKEL COMPANY |JOHNSON COMPANY INC. |DEANGELO BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MECHANICAL SWEEPING | | | 0001 210-02786 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| 43034.99000 43034.99 SWEEPING, CYCLE NO. 4 | | | 0002 210-04628 160.000 HRS | 118.75000 19000.00| 100.00000 16000.00| 160.00000 25600.00 SWEEPING, INCIDENTAL | | | 0003 210-93708 LUMP| 120000.00000 120000.00| 122200.00000 122200.00| 119250.00000 119250.00 SWEEPING, CYCLE NO. 1 | | | 0004 210-93709 LUMP| 25000.00000 25000.00| 35000.00000 35000.00| 40950.00000 40950.00 SWEEPING, CYCLE NO. 2 | | | 0005 210-93710 LUMP| 50000.00000 50000.00| 50000.01000 50000.01| 103845.00000 103845.00 SWEEPING, CYCLE NO. 3 | | | SECTION TOTALS | $ 239,000.00| $ 243,200.01| $ 332,679.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 239,000.00| $ 243,200.01| $ 332,679.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 791 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 66,410.00 ROUTE : VARIOUS ROADS CALL ORDER : 791 CONTRACT ID : M -26137-A COUNTIES : VARIOUS LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT 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 34-0176110 DAVEY TREE EXPERT $ 50,870.00 100.0000% 2 35-1991044 JOHNSON COMPANY INC. $ 55,080.50 108.2769% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 58,940.00 115.8639% 4 37-1394196 STREET'S TREE TRIMMING REMOVAL CONTRACTORS INC. $ 62,170.00 122.2134% 5 35-1038926 TOWNSEND TREE SERVICE CO $ 76,100.00 149.5970% 6 35-1636776 LINKEL COMPANY $ 79,000.00 155.2978% 7 35-1817530 PIONEER ASSOCIATES, INC. $ 173,150.00 340.3774% 8 35-1315965 FOX CONTRACTORS CORP. $ 203,122.25 399.2967% ==================================================================================================================================== |(1) 34-0176110 |(2) 35-1991044 |(3) 35-2070195 |DAVEY TREE EXPERT |JOHNSON COMPANY INC. |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TREE REMOVAL | | | 0001 110-01001 LUMP| 3000.00000 3000.00| 7000.00000 7000.00| 5500.00000 5500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02250 2.000 EACH| 200.00000 400.00| 150.00000 300.00| 100.00000 200.00 TREE, 10 IN., REMOVE | | | 0003 202-02255 14.000 EACH| 350.00000 4900.00| 368.00000 5152.00| 300.00000 4200.00 TREE, 18 IN., REMOVE | | | 0004 202-02260 42.000 EACH| 500.00000 21000.00| 468.00000 19656.00| 425.00000 17850.00 TREE, 30 IN., REMOVE | | | 0005 202-02265 10.000 EACH| 750.00000 7500.00| 632.00000 6320.00| 700.00000 7000.00 TREE, 48 IN., REMOVE | | | 0006 202-02270 3.000 EACH| 1000.00000 3000.00| 1000.00000 3000.00| 1200.00000 3600.00 TREE, 60 IN., REMOVE | | | 0007 202-91922 71.000 EACH| 95.00000 6745.00| 90.00000 6390.00| 125.00000 8875.00 STUMP, REMOVE | | | 0008 801-06640 4.000 EACH| 50.00000 200.00| 200.00000 800.00| 180.00000 720.00 CONSTRUCTION SIGN, A | | | 0009 801-06710 45.000 DAY | 25.00000 1125.00| 32.50000 1462.50| 35.00000 1575.00 FLASHING ARROW SIGN | | | 0010 801-06775 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 9420.00000 9420.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 50,870.00| $ 55,080.50| $ 58,940.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 50,870.00| $ 55,080.50| $ 58,940.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 791 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 66,410.00 ROUTE : VARIOUS ROADS CALL ORDER : 791 CONTRACT ID : M -26137-A COUNTIES : VARIOUS LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 37-1394196 |(5) 35-1038926 |(6) 35-1636776 |STREET'S TREE TRIMMING REMOV|TOWNSEND TREE SERVICE CO |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TREE REMOVAL | | | 0001 110-01001 LUMP| 6000.00000 6000.00| 1000.00000 1000.00| 4000.00000 4000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02250 2.000 EACH| 260.00000 520.00| 300.00000 600.00| 500.00000 1000.00 TREE, 10 IN., REMOVE | | | 0003 202-02255 14.000 EACH| 425.00000 5950.00| 500.00000 7000.00| 500.00000 7000.00 TREE, 18 IN., REMOVE | | | 0004 202-02260 42.000 EACH| 575.00000 24150.00| 700.00000 29400.00| 700.00000 29400.00 TREE, 30 IN., REMOVE | | | 0005 202-02265 10.000 EACH| 825.00000 8250.00| 1000.00000 10000.00| 1100.00000 11000.00 TREE, 48 IN., REMOVE | | | 0006 202-02270 3.000 EACH| 1000.00000 3000.00| 1200.00000 3600.00| 1500.00000 4500.00 TREE, 60 IN., REMOVE | | | 0007 202-91922 71.000 EACH| 100.00000 7100.00| 200.00000 14200.00| 150.00000 10650.00 STUMP, REMOVE | | | 0008 801-06640 4.000 EACH| 75.00000 300.00| 200.00000 800.00| 250.00000 1000.00 CONSTRUCTION SIGN, A | | | 0009 801-06710 45.000 DAY | 20.00000 900.00| 100.00000 4500.00| 150.00000 6750.00 FLASHING ARROW SIGN | | | 0010 801-06775 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 3700.00000 3700.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 62,170.00| $ 76,100.00| $ 79,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 62,170.00| $ 76,100.00| $ 79,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 791 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 66,410.00 ROUTE : VARIOUS ROADS CALL ORDER : 791 CONTRACT ID : M -26137-A COUNTIES : VARIOUS LETTING DATE : 02/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817530 |(8) 35-1315965 | |PIONEER ASSOCIATES, INC. |FOX CONTRACTORS CORP. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TREE REMOVAL | | | 0001 110-01001 LUMP| 35000.00000 35000.00| 2415.00000 2415.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02250 2.000 EACH| 400.00000 800.00| 725.00000 1450.00| TREE, 10 IN., REMOVE | | | 0003 202-02255 14.000 EACH| 700.00000 9800.00| 1150.00000 16100.00| TREE, 18 IN., REMOVE | | | 0004 202-02260 42.000 EACH| 1000.00000 42000.00| 1868.00000 78456.00| TREE, 30 IN., REMOVE | | | 0005 202-02265 10.000 EACH| 2000.00000 20000.00| 3650.00000 36500.00| TREE, 48 IN., REMOVE | | | 0006 202-02270 3.000 EACH| 3000.00000 9000.00| 5408.00000 16224.00| TREE, 60 IN., REMOVE | | | 0007 202-91922 71.000 EACH| 300.00000 21300.00| 335.00000 23785.00| STUMP, REMOVE | | | 0008 801-06640 4.000 EACH| 1000.00000 4000.00| 84.00000 336.00| CONSTRUCTION SIGN, A | | | 0009 801-06710 45.000 DAY | 50.00000 2250.00| 47.25000 2126.25| FLASHING ARROW SIGN | | | 0010 801-06775 LUMP| 29000.00000 29000.00| 25730.00000 25730.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 173,150.00| $ 203,122.25| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 173,150.00| $ 203,122.25| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 801 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 471,138.12 ROUTE : 933 CALL ORDER : 801 CONTRACT ID : M -26160-A COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 334,933.00 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 352,561.50 105.2632% 3 35-1120685 WALSH & KELLY, INC. $ 359,265.30 107.2648% 4 35-1065659 BROOKS CONSTRUCTION $ 360,342.00 107.5862% 5 35-0997978 PHEND & BROWN, INC. $ 385,106.80 114.9802% 6 38-1625197 SELGE CONSTRUCTION CO. INC. $ 389,580.00 116.3158% 7 35-1339168 LAPORTE CONSTRUCTION CO $ 440,594.53 131.5470% 8 35-1817530 PIONEER ASSOCIATES, INC. $ 450,703.60 134.5653% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1185040 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SEWER/CURB/GUTTER CONTRUCTION | | | 0001 105-01925 6.000 MOS | 1975.00000 11850.00| 1680.00000 10080.00| 1000.00000 6000.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-04655 6.000 MOS | 400.00000 2400.00| 400.00000 2400.00| 150.00000 900.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 105-06845 LUMP| 900.00000 900.00| 3000.00000 3000.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 768.70000 768.70| 13500.00000 13500.00| 17500.00000 17500.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 5723.000 LFT | 1.60000 9156.80| 3.00000 17169.00| 1.60000 9156.80 GUARDRAIL, REMOVE | | | 0006 202-02278 5800.000 LFT | 5.00000 29000.00| 3.65000 21170.00| 3.30000 19140.00 CURB, CONCRETE, REMOVE | | | 0008 202-52710 2000.000 SYS | 4.00000 8000.00| 2.25000 4500.00| 3.00000 6000.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-91385 13.000 EACH| 180.00000 2340.00| 200.00000 2600.00| 600.00000 7800.00 INLET, REMOVE | | | 0010 202-93741 16.000 EACH| 110.00000 1760.00| 300.00000 4800.00| 386.00000 6176.00 GUARD RAIL END TREATMENT, REMOVE | | | 0011 202-94749 300.000 LFT | 2.25000 675.00| 1.00000 300.00| 1.00000 300.00 CURB, ASPHALT, REMOVE | | | 0012 203-02070 500.000 CYS | 31.00000 15500.00| 16.25000 8125.00| 10.00000 5000.00 BORROW | | | 0013 305-06082 100.000 TON | 74.00000 7400.00| 65.00000 6500.00| 40.00000 4000.00 HMA PATCHING FOR ASPHALT PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 801 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 471,138.12 ROUTE : 933 CALL ORDER : 801 CONTRACT ID : M -26160-A COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1185040 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING, INC. |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-01128 1.000 EACH| 1100.00000 1100.00| 1200.00000 1200.00| 1100.00000 1100.00 GUARDRAIL TRANSITION TYPE WGB | | | 0015 601-01700 1.000 EACH| 1650.00000 1650.00| 1800.00000 1800.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-94689 18.000 EACH| 2025.00000 36450.00| 2275.00000 40950.00| 2025.00000 36450.00 GUARDRAIL END TREATMENT, OS | | | 0017 601-97774 4.000 EACH| 900.00000 3600.00| 800.00000 3200.00| 900.00000 3600.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0018 601-99105 5750.000 LFT | 9.50000 54625.00| 9.75000 56062.50| 9.87000 56752.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 604-06069 75.000 SYS | 27.50000 2062.50| 31.00000 2325.00| 50.00000 3750.00 CURB RAMP, CONCRETE | | | 0020 604-06070 2000.000 SYS | 27.50000 55000.00| 24.25000 48500.00| 26.00000 52000.00 SIDEWALK, CONCRETE | | | 0021 605-06120 5800.000 LFT | 8.25000 47850.00| 12.00000 69600.00| 12.10000 70180.00 CURB, CONCRETE , C | | | 0022 616-05688 300.000 TON | 43.25000 12975.00| 44.00000 13200.00| 32.00000 9600.00 RIPRAP, CLASS 1 | | | 0023 621-06574 1300.000 SYS | 3.25000 4225.00| 3.65000 4745.00| 3.90000 5070.00 SODDING | | | 0024 715-05914 20.000 LFT | 9.00000 180.00| 35.00000 700.00| 65.00000 1300.00 PIPE, PVC, 18 IN. | | | 0025 715-90714 20.000 LFT | 9.00000 180.00| 35.00000 700.00| 65.00000 1300.00 PIPE, PVC, 12 IN. | | | 0026 720-44000 3.000 EACH| 270.00000 810.00| 250.00000 750.00| 300.00000 900.00 CASTING, ADJUST TO GRADE | | | 0027 720-45015 13.000 EACH| 1220.00000 15860.00| 615.00000 7995.00| 1500.00000 19500.00 INLET, A8 | | | 0028 801-06640 16.000 EACH| 55.00000 880.00| 60.00000 960.00| 55.00000 880.00 CONSTRUCTION SIGN, A | | | 0029 801-06710 70.000 DAY | 18.00000 1260.00| 19.00000 1330.00| 18.00000 1260.00 FLASHING ARROW SIGN | | | 0030 801-06775 LUMP| 6475.00000 6475.00| 4400.00000 4400.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 334,933.00| $ 352,561.50| $ 359,265.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 334,933.00| $ 352,561.50| $ 359,265.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 801 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 471,138.12 ROUTE : 933 CALL ORDER : 801 CONTRACT ID : M -26160-A COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-0997978 |(6) 38-1625197 |BROOKS CONSTRUCTION |PHEND & BROWN, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SEWER/CURB/GUTTER CONTRUCTION | | | 0001 105-01925 6.000 MOS | 1000.00000 6000.00| 600.00000 3600.00| 1135.00000 6810.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-04655 6.000 MOS | 300.00000 1800.00| 278.00000 1668.00| 730.00000 4380.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 105-06845 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 2700.00000 2700.00 CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 18017.00000 18017.00| 18000.00000 18000.00| 19500.00000 19500.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 5723.000 LFT | 1.60000 9156.80| 1.60000 9156.80| 2.50000 14307.50 GUARDRAIL, REMOVE | | | 0006 202-02278 5800.000 LFT | 1.15000 6670.00| 4.50000 26100.00| 5.60000 32480.00 CURB, CONCRETE, REMOVE | | | 0008 202-52710 2000.000 SYS | 1.85000 3700.00| 4.00000 8000.00| 3.80000 7600.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-91385 13.000 EACH| 500.00000 6500.00| 480.00000 6240.00| 100.00000 1300.00 INLET, REMOVE | | | 0010 202-93741 16.000 EACH| 110.00000 1760.00| 270.00000 4320.00| 250.00000 4000.00 GUARD RAIL END TREATMENT, REMOVE | | | 0011 202-94749 300.000 LFT | 1.15000 345.00| 2.00000 600.00| 2.50000 750.00 CURB, ASPHALT, REMOVE | | | 0012 203-02070 500.000 CYS | 32.00000 16000.00| 20.00000 10000.00| 48.60000 24300.00 BORROW | | | 0013 305-06082 100.000 TON | 54.00000 5400.00| 85.00000 8500.00| 125.00000 12500.00 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0014 601-01128 1.000 EACH| 1100.00000 1100.00| 1047.00000 1047.00| 1150.00000 1150.00 GUARDRAIL TRANSITION TYPE WGB | | | 0015 601-01700 1.000 EACH| 1650.00000 1650.00| 1630.00000 1630.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-94689 18.000 EACH| 2025.00000 36450.00| 2160.00000 38880.00| 2250.00000 40500.00 GUARDRAIL END TREATMENT, OS | | | 0017 601-97774 4.000 EACH| 900.00000 3600.00| 1050.00000 4200.00| 750.00000 3000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0018 601-99105 5750.000 LFT | 11.61000 66757.50| 10.90000 62675.00| 9.85000 56637.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 604-06069 75.000 SYS | 60.00000 4500.00| 34.00000 2550.00| 36.00000 2700.00 CURB RAMP, CONCRETE | | | 0020 604-06070 2000.000 SYS | 30.00000 60000.00| 26.00000 52000.00| 22.70000 45400.00 SIDEWALK, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 801 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 471,138.12 ROUTE : 933 CALL ORDER : 801 CONTRACT ID : M -26160-A COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-0997978 |(6) 38-1625197 |BROOKS CONSTRUCTION |PHEND & BROWN, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 605-06120 5800.000 LFT | 8.00000 46400.00| 8.30000 48140.00| 9.50000 55100.00 CURB, CONCRETE , C | | | 0022 616-05688 300.000 TON | 32.50000 9750.00| 42.00000 12600.00| 47.00000 14100.00 RIPRAP, CLASS 1 | | | 0023 621-06574 1300.000 SYS | 3.58000 4654.00| 3.50000 4550.00| 3.25000 4225.00 SODDING | | | 0024 715-05914 20.000 LFT | 100.00000 2000.00| 20.00000 400.00| 100.00000 2000.00 PIPE, PVC, 18 IN. | | | 0025 715-90714 20.000 LFT | 95.00000 1900.00| 7.00000 140.00| 95.00000 1900.00 PIPE, PVC, 12 IN. | | | 0026 720-44000 3.000 EACH| 400.00000 1200.00| 230.00000 690.00| 250.00000 750.00 CASTING, ADJUST TO GRADE | | | 0027 720-45015 13.000 EACH| 1175.00000 15275.00| 1600.00000 20800.00| 1200.00000 15600.00 INLET, A8 | | | 0028 801-06640 16.000 EACH| 55.00000 880.00| 55.00000 880.00| 55.00000 880.00 CONSTRUCTION SIGN, A | | | 0029 801-06710 70.000 DAY | 25.00000 1750.00| 82.00000 5740.00| 18.00000 1260.00 FLASHING ARROW SIGN | | | 0030 801-06775 LUMP| 19126.70000 19126.70| 22000.00000 22000.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 360,342.00| $ 385,106.80| $ 389,580.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 360,342.00| $ 385,106.80| $ 389,580.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 801 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 471,138.12 ROUTE : 933 CALL ORDER : 801 CONTRACT ID : M -26160-A COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1339168 |(8) 35-1817530 | |LAPORTE CONSTRUCTION CO |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SEWER/CURB/GUTTER CONTRUCTION | | | 0001 105-01925 6.000 MOS | 679.25000 4075.50| 1200.00000 7200.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-04655 6.000 MOS | 100.00000 600.00| 2025.00000 12150.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 105-06845 LUMP| 1315.00000 1315.00| 15300.00000 15300.00| CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 21279.05000 21279.05| 22900.00000 22900.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 5723.000 LFT | 1.60000 9156.80| 1.60000 9156.80| GUARDRAIL, REMOVE | | | 0006 202-02278 5800.000 LFT | 4.72000 27376.00| 12.10000 70180.00| CURB, CONCRETE, REMOVE | | | 0008 202-52710 2000.000 SYS | 8.48000 16960.00| 10.10000 20200.00| SIDEWALK, CONCRETE, REMOVE | | | 0009 202-91385 13.000 EACH| 635.91000 8266.83| 207.60000 2698.80| INLET, REMOVE | | | 0010 202-93741 16.000 EACH| 270.00000 4320.00| 110.00000 1760.00| GUARD RAIL END TREATMENT, REMOVE | | | 0011 202-94749 300.000 LFT | 6.28000 1884.00| 1.40000 420.00| CURB, ASPHALT, REMOVE | | | 0012 203-02070 500.000 CYS | 17.43000 8715.00| 19.30000 9650.00| BORROW | | | 0013 305-06082 100.000 TON | 74.00000 7400.00| 85.00000 8500.00| HMA PATCHING FOR ASPHALT PAVEMENT | | | 0014 601-01128 1.000 EACH| 1047.00000 1047.00| 1100.00000 1100.00| GUARDRAIL TRANSITION TYPE WGB | | | 0015 601-01700 1.000 EACH| 1630.00000 1630.00| 1650.00000 1650.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-94689 18.000 EACH| 2160.00000 38880.00| 2025.00000 36450.00| GUARDRAIL END TREATMENT, OS | | | 0017 601-97774 4.000 EACH| 1050.00000 4200.00| 900.00000 3600.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0018 601-99105 5750.000 LFT | 10.90000 62675.00| 9.00000 51750.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 604-06069 75.000 SYS | 34.34000 2575.50| 38.20000 2865.00| CURB RAMP, CONCRETE | | | 0020 604-06070 2000.000 SYS | 42.70000 85400.00| 26.60000 53200.00| SIDEWALK, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/02 PAGE : 801 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 471,138.12 ROUTE : 933 CALL ORDER : 801 CONTRACT ID : M -26160-A COUNTIES : ST. JOSEPH LETTING DATE : 02/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1339168 |(8) 35-1817530 | |LAPORTE CONSTRUCTION CO |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 605-06120 5800.000 LFT | 10.85000 62930.00| 10.50000 60900.00| CURB, CONCRETE , C | | | 0022 616-05688 300.000 TON | 48.37000 14511.00| 67.00000 20100.00| RIPRAP, CLASS 1 | | | 0023 621-06574 1300.000 SYS | 3.58000 4654.00| 3.58000 4654.00| SODDING | | | 0024 715-05914 20.000 LFT | 178.53000 3570.60| 95.00000 1900.00| PIPE, PVC, 18 IN. | | | 0025 715-90714 20.000 LFT | 134.68000 2693.60| 99.70000 1994.00| PIPE, PVC, 12 IN. | | | 0026 720-44000 3.000 EACH| 570.04000 1710.12| 475.00000 1425.00| CASTING, ADJUST TO GRADE | | | 0027 720-45015 13.000 EACH| 2438.26000 31697.38| 1020.00000 13260.00| INLET, A8 | | | 0028 801-06640 16.000 EACH| 55.00000 880.00| 55.00000 880.00| CONSTRUCTION SIGN, A | | | 0029 801-06710 70.000 DAY | 10.00000 700.00| 20.00000 1400.00| FLASHING ARROW SIGN | | | 0030 801-06775 LUMP| 9492.15000 9492.15| 13460.00000 13460.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 440,594.53| $ 450,703.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 440,594.53| $ 450,703.60| ====================================================================================================================================