INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,925.40 ROUTE : US 24 CALL ORDER : 120 CONTRACT ID : R -25969-A COUNTIES : NEWTON LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 144100G SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 576,657.75 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 609,944.33 105.7723% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 665,171.30 115.3494% 4 35-1386990 ISOM, JACK CONSTRUCTION CO $ 724,973.33 125.7198% 5 35-1068009 DYER CONSTRUCTION CO $ 741,438.54 128.5751% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1917625 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 11000.00000 11000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 2000.00000 18000.00| 1200.00000 10800.00| 1800.00000 16200.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 33250.00000 33250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7000.00000 7000.00| 12000.00000 12000.00| 13300.00000 13300.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 189.000 m2 | 18.00000 3402.00| 16.00000 3024.00| 20.00000 3780.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 30000.00000 30000.00| 14600.00000 14600.00| 13000.00000 13000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 2323.000 m2 | 4.00000 9292.00| 1.90000 4413.70| 3.50000 8130.50 SURFACE MILLING, ASPHALT | | | 0008 203-02000 580.000 m3 | 13.00000 7540.00| 18.00000 10440.00| 32.00000 18560.00 EXCAVATION, COMMON | | | 0009 205-06936 100.000 Mg | 33.00000 3300.00| 34.00000 3400.00| 50.00000 5000.00 TEMPORARY SEDIMENT TRAP | | | 0010 205-06937 470.000 m | 7.00000 3290.00| 5.50000 2585.00| 6.50000 3055.00 TEMPORARY SILT FENCE | | | 0011 207-06499 2601.000 m2 | 4.78000 12432.78| 3.65000 9493.65| 6.00000 15606.00 SUBGRADE TREATMENT | | | 0012 211-02060 354.000 m3 | 31.00000 10974.00| 38.00000 13452.00| 19.00000 6726.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 2514.000 Mg | 17.72000 44548.08| 19.00000 47766.00| 19.00000 47766.00 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,925.40 ROUTE : US 24 CALL ORDER : 120 CONTRACT ID : R -25969-A COUNTIES : NEWTON LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1917625 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05468 136.000 Mg | 73.00000 9928.00| 65.00000 8840.00| 65.00000 8840.00 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 42.000 Mg | 140.00000 5880.00| 95.00000 3990.00| 125.00000 5250.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 136.000 Mg | 84.00000 11424.00| 65.00000 8840.00| 75.00000 10200.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 636.000 Mg | 59.00000 37524.00| 48.00000 30528.00| 45.00000 28620.00 HMA BASE 25.0 mm, SHOULDER | | | 0018 404-05511 2356.000 m2 | 2.30000 5418.80| 3.20000 7539.20| 2.00000 4712.00 SEAL COAT, 2 | | | 0019 405-05518 4396.000 m2 | 0.56000 2461.76| 0.85000 3736.60| 0.50000 2198.00 ASPHALT FOR PRIME COAT | | | 0020 406-05521 5031.000 m2 | 0.12000 603.72| 0.45000 2263.95| 0.10000 503.10 ASPHALT FOR TACK COAT | | | 0021 601-01846 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-02206 125.730 m | 35.00000 4400.55| 32.00000 4023.36| 31.00000 3897.63 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0023 601-02800 4.000 EACH| 1036.00000 4144.00| 1050.00000 4200.00| 925.00000 3700.00 GUARDRAIL TRANSITION, TGT | | | 0024 601-94689 3.000 EACH| 2200.00000 6600.00| 2200.00000 6600.00| 2200.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-97080 4.000 EACH| 1450.00000 5800.00| 1500.00000 6000.00| 1500.00000 6000.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0026 601-97774 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| 1100.00000 1100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0027 601-99105 205.740 m | 36.50000 7509.51| 34.00000 6995.16| 33.00000 6789.42 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 827.000 Mg | 56.00000 46312.00| 55.00000 45485.00| 50.00000 41350.00 HMA FOR APPROACHES | | | 0029 615-06490 8.000 EACH| 129.00000 1032.00| 125.00000 1000.00| 120.00000 960.00 RIGHT OF WAY MARKER | | | 0030 615-06505 2.000 EACH| 610.00000 1220.00| 575.00000 1150.00| 550.00000 1100.00 MONUMENT, B | | | 0031 616-02320 405.000 m2 | 6.00000 2430.00| 4.40000 1782.00| 1.50000 607.50 GEOTEXTILES | | | 0032 616-05688 198.000 Mg | 40.00000 7920.00| 47.00000 9306.00| 60.00000 11880.00 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,925.40 ROUTE : US 24 CALL ORDER : 120 CONTRACT ID : R -25969-A COUNTIES : NEWTON LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1917625 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-05689 111.000 Mg | 60.00000 6660.00| 48.00000 5328.00| 80.00000 8880.00 RIPRAP, CLASS 2 | | | 0034 621-01004 2.000 EACH| 650.00000 1300.00| 575.00000 1150.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-02363 5076.000 m2 | 0.36000 1827.36| 0.35000 1776.60| 0.35000 1776.60 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0036 621-06559 5076.000 m2 | 0.62000 3147.12| 1.10000 5583.60| 0.55000 2791.80 MULCHED SEEDING, R | | | 0037 706-06347 27.418 m | 305.00000 8362.49| 290.00000 7951.22| 325.00000 8910.85 RAILING, CF-1 | | | 0038 713-51335 LUMP| 40000.00000 40000.00| 85000.00000 85000.00| 111350.00000 111350.00 TEMPORARY BRIDGE AND APPROACHES | | | 0039 719-35020 15.000 m | 33.00000 495.00| 32.00000 480.00| 80.00000 1200.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0040 719-35025 15.000 m | 33.00000 495.00| 37.00000 555.00| 88.00000 1320.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0041 723-06660 113.600 m2 | 396.00000 44985.60| 310.00000 35216.00| 400.00000 45440.00 WINGWALL | | | 0042 723-06919 15.300 m | 6209.00000 94997.70| 8000.00000 122400.00| 7700.00000 117810.00 STRUCTURE, PRECAST THREE-SIDED, 7310 mm | | | X 3100 mm | | | 0043 801-04308 2.000 EACH| 410.00000 820.00| 225.00000 450.00| 210.00000 420.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 8.000 EACH| 110.00000 880.00| 60.00000 480.00| 55.00000 440.00 BARRICADE, IIIA | | | 0045 801-06640 18.000 EACH| 130.00000 2340.00| 100.00000 1800.00| 80.00000 1440.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 10.000 EACH| 80.00000 800.00| 47.00000 470.00| 45.00000 450.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 14000.00000 14000.00| 6000.00000 6000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0048 808-01153 774.000 m | 0.63000 487.62| 0.65000 503.10| 0.60000 464.40 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0049 808-01154 2570.000 m | 0.63000 1619.10| 0.65000 1670.50| 0.60000 1542.00 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0050 808-06712 321.000 m | 0.55000 176.55| 0.59000 189.39| 0.50000 160.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 120 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,925.40 ROUTE : US 24 CALL ORDER : 120 CONTRACT ID : R -25969-A COUNTIES : NEWTON LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1917625 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 808-06713 2570.000 m | 0.55000 1413.50| 0.59000 1516.30| 0.50000 1285.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06716 393.000 m | 2.07000 813.51| 2.00000 786.00| 2.00000 786.00 LINE, REMOVE | | | 0053 808-75996 53.000 EACH| 12.00000 636.00| 12.00000 636.00| 9.00000 477.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0054 808-75998 53.000 EACH| 38.00000 2014.00| 33.00000 1749.00| 32.00000 1696.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 576,657.75| $ 609,944.33| $ 665,171.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 576,657.75| $ 609,944.33| $ 665,171.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 120 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,925.40 ROUTE : US 24 CALL ORDER : 120 CONTRACT ID : R -25969-A COUNTIES : NEWTON LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 |(5) 35-1068009 | |ISOM, JACK CONSTRUCTION CO |DYER CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 13200.00000 13200.00| 12000.00000 12000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 2500.00000 22500.00| 1800.00000 16200.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 35000.00000 35000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 5500.00000 5500.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 189.000 m2 | 53.00000 10017.00| 21.00000 3969.00| PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 20000.00000 20000.00| 61000.00000 61000.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 2323.000 m2 | 6.25000 14518.75| 1.75000 4065.25| SURFACE MILLING, ASPHALT | | | 0008 203-02000 580.000 m3 | 12.00000 6960.00| 25.00000 14500.00| EXCAVATION, COMMON | | | 0009 205-06936 100.000 Mg | 45.00000 4500.00| 40.00000 4000.00| TEMPORARY SEDIMENT TRAP | | | 0010 205-06937 470.000 m | 11.00000 5170.00| 6.35000 2984.50| TEMPORARY SILT FENCE | | | 0011 207-06499 2601.000 m2 | 5.00000 13005.00| 7.85000 20417.85| SUBGRADE TREATMENT | | | 0012 211-02060 354.000 m3 | 25.00000 8850.00| 50.00000 17700.00| B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 2514.000 Mg | 16.00000 40224.00| 15.00000 37710.00| COMPACTED AGGREGATE, O, 53 | | | 0014 402-05468 136.000 Mg | 80.00000 10880.00| 66.20000 9003.20| HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05474 42.000 Mg | 100.00000 4200.00| 86.15000 3618.30| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 136.000 Mg | 81.00000 11016.00| 65.50000 8908.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 636.000 Mg | 62.00000 39432.00| 47.75000 30369.00| HMA BASE 25.0 mm, SHOULDER | | | 0018 404-05511 2356.000 m2 | 3.49000 8222.44| 3.15000 7421.40| SEAL COAT, 2 | | | 0019 405-05518 4396.000 m2 | 1.30000 5714.80| 0.80000 3516.80| ASPHALT FOR PRIME COAT | | | 0020 406-05521 5031.000 m2 | 0.95000 4779.45| 0.42000 2113.02| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 120 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,925.40 ROUTE : US 24 CALL ORDER : 120 CONTRACT ID : R -25969-A COUNTIES : NEWTON LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 |(5) 35-1068009 | |ISOM, JACK CONSTRUCTION CO |DYER CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-01846 1.000 EACH| 1900.00000 1900.00| 1765.00000 1765.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-02206 125.730 m | 39.00000 4903.47| 32.00000 4023.36| TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0023 601-02800 4.000 EACH| 1350.00000 5400.00| 972.00000 3888.00| GUARDRAIL TRANSITION, TGT | | | 0024 601-94689 3.000 EACH| 2400.00000 7200.00| 2063.25000 6189.75| GUARDRAIL END TREATMENT, OS | | | 0025 601-97080 4.000 EACH| 1600.00000 6400.00| 1350.00000 5400.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0026 601-97774 1.000 EACH| 1500.00000 1500.00| 1103.50000 1103.50| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0027 601-99105 205.740 m | 41.00000 8435.34| 34.25000 7046.60| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 827.000 Mg | 67.00000 55409.00| 55.50000 45898.50| HMA FOR APPROACHES | | | 0029 615-06490 8.000 EACH| 125.00000 1000.00| 121.00000 968.00| RIGHT OF WAY MARKER | | | 0030 615-06505 2.000 EACH| 700.00000 1400.00| 572.25000 1144.50| MONUMENT, B | | | 0031 616-02320 405.000 m2 | 5.00000 2025.00| 2.85000 1154.25| GEOTEXTILES | | | 0032 616-05688 198.000 Mg | 50.00000 9900.00| 30.00000 5940.00| RIPRAP, CLASS 1 | | | 0033 616-05689 111.000 Mg | 67.00000 7437.00| 50.00000 5550.00| RIPRAP, CLASS 2 | | | 0034 621-01004 2.000 EACH| 700.00000 1400.00| 605.00000 1210.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-02363 5076.000 m2 | 0.90000 4568.40| 0.33000 1675.08| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0036 621-06559 5076.000 m2 | 0.88000 4466.88| 0.57000 2893.32| MULCHED SEEDING, R | | | 0037 706-06347 27.418 m | 325.00000 8910.85| 302.50000 8293.95| RAILING, CF-1 | | | 0038 713-51335 LUMP| 45000.00000 45000.00| 110000.00000 110000.00| TEMPORARY BRIDGE AND APPROACHES | | | 0039 719-35020 15.000 m | 35.00000 525.00| 60.00000 900.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 120 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 774,925.40 ROUTE : US 24 CALL ORDER : 120 CONTRACT ID : R -25969-A COUNTIES : NEWTON LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 |(5) 35-1068009 | |ISOM, JACK CONSTRUCTION CO |DYER CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 719-35025 15.000 m | 48.00000 720.00| 65.00000 975.00| PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0041 723-06660 113.600 m2 | 560.00000 63616.00| 507.00000 57595.20| WINGWALL | | | 0042 723-06919 15.300 m | 11500.00000 175950.00| 9704.00000 148471.20| STRUCTURE, PRECAST THREE-SIDED, 7310 mm | | | X 3100 mm | | | 0043 801-04308 2.000 EACH| 265.00000 530.00| 215.25000 430.50| ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 8.000 EACH| 90.00000 720.00| 57.00000 456.00| BARRICADE, IIIA | | | 0045 801-06640 18.000 EACH| 110.00000 1980.00| 83.00000 1494.00| CONSTRUCTION SIGN, A | | | 0046 801-06645 10.000 EACH| 79.00000 790.00| 47.00000 470.00| CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 11000.00000 11000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0048 808-01153 774.000 m | 0.73000 565.02| 0.60000 464.40| TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0049 808-01154 2570.000 m | 0.73000 1876.10| 0.60000 1542.00| TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0050 808-06712 321.000 m | 0.68000 218.28| 0.51000 163.71| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0051 808-06713 2570.000 m | 0.68000 1747.60| 0.51000 1310.70| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06716 393.000 m | 2.15000 844.95| 1.90000 746.70| LINE, REMOVE | | | 0053 808-75996 53.000 EACH| 15.00000 795.00| 10.00000 530.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0054 808-75998 53.000 EACH| 50.00000 2650.00| 33.00000 1749.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 724,973.33| $ 741,438.54| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 724,973.33| $ 741,438.54| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 429,335.11 ROUTE : SR 32 CALL ORDER : 130 CONTRACT ID : R -26127-A COUNTIES : HAMILTON LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0884018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 365,045.35 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 423,879.90 116.1170% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 441,128.38 120.8420% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 466,970.60 127.9212% 5 35-1139301 E & B PAVING, INC. $ 494,464.76 135.4529% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 17000.00000 17000.00| 19262.58000 19262.58| 17000.00000 17000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2200.00000 6600.00| 2810.54000 8431.62| 1890.13000 5670.39 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20300.00000 20300.00| 20000.00000 20000.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 4958.46000 4958.46| 4687.72000 4687.72 CLEARING RIGHT OF WAY | | | 0005 202-02271 10.000 EACH| 85.00000 850.00| 270.85000 2708.50| 250.00000 2500.00 HEADWALL, REMOVE | | | 0006 202-60820 6363.000 m2 | 1.45000 9226.35| 1.84000 11707.92| 1.51000 9608.13 SURFACE MILLING, ASPHALT | | | 0007 203-02000 2124.000 m3 | 24.00000 50976.00| 36.09000 76655.16| 39.42000 83728.08 EXCAVATION, COMMON | | | 0008 203-06499 1538.000 m2 | 9.25000 14226.50| 8.71000 13395.98| 13.55000 20839.90 SUBGRADE TREATMENT | | | 0009 205-06932 175.000 m | 10.00000 1750.00| 10.37000 1814.75| 10.74000 1879.50 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06933 12.000 EACH| 65.00000 780.00| 63.16000 757.92| 65.44000 785.28 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 500.000 m | 6.00000 3000.00| 6.11000 3055.00| 6.33000 3165.00 TEMPORARY SILT FENCE | | | 0012 211-02060 56.000 m3 | 16.00000 896.00| 17.78000 995.68| 17.00000 952.00 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 875.000 Mg | 25.00000 21875.00| 29.74000 26022.50| 26.57000 23248.75 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 429,335.11 ROUTE : SR 32 CALL ORDER : 130 CONTRACT ID : R -26127-A COUNTIES : HAMILTON LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 305-05204 50.000 Mg | 115.00000 5750.00| 116.70000 5835.00| 125.42000 6271.00 HMA FOR PATCHING | | | 0015 401-05437 1015.000 Mg | 44.00000 44660.00| 42.00000 42630.00| 47.99000 48709.85 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0016 401-05455 254.000 Mg | 59.00000 14986.00| 79.63000 20226.02| 64.35000 16344.90 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0017 401-05456 568.000 Mg | 55.00000 31240.00| 63.60000 36124.80| 59.99000 34074.32 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0018 401-06264 LUMP| 825.00000 825.00| 1897.37000 1897.37| 899.79000 899.79 PROFILOGRAPH, HMA | | | 0019 402-05481 369.000 Mg | 37.00000 13653.00| 49.40000 18228.60| 40.35000 14889.15 HMA BASE 25.0 mm, SHOULDER | | | 0020 402-05495 30.000 Mg | 50.00000 1500.00| 46.26000 1387.80| 54.53000 1635.90 HMA WEDGE AND LEVEL | | | 0021 404-05510 2047.000 m2 | 0.45000 921.15| 1.10000 2251.70| 0.49000 1003.03 SEAL COAT, 1 | | | 0022 405-05517 4.000 Mg | 375.00000 1500.00| 420.00000 1680.00| 408.99000 1635.96 ASPHALT FOR PRIME COAT | | | 0023 406-05520 3.000 Mg | 200.00000 600.00| 175.00000 525.00| 218.13000 654.39 ASPHALT FOR TACK COAT | | | 0024 408-04385 23.000 Mg | 100.00000 2300.00| 44.26000 1017.98| 109.07000 2508.61 COVER AGGREGATE | | | 0025 610-05527 291.000 Mg | 75.00000 21825.00| 76.88000 22372.08| 81.80000 23803.80 HMA FOR APPROACHES | | | 0026 611-06497 10.000 EACH| 125.00000 1250.00| 163.15000 1631.50| 169.05000 1690.50 MAILBOX ASSEMBLY, SINGLE | | | 0027 611-06498 1.000 EACH| 140.00000 140.00| 221.05000 221.05| 229.04000 229.04 MAILBOX ASSEMBLY, DOUBLE | | | 0028 621-01004 1.000 EACH| 700.00000 700.00| 721.03000 721.03| 747.10000 747.10 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 3485.000 m2 | 0.60000 2091.00| 0.55000 1916.75| 0.57000 1986.45 MULCHED SEEDING, R | | | 0030 621-06567 47.000 kL | 0.50000 23.50| 0.53000 24.91| 0.55000 25.85 WATER | | | 0031 621-06574 2647.000 m2 | 3.50000 9264.50| 3.42000 9052.74| 3.54000 9370.38 SODDING | | | 0032 715-05119 53.000 m | 105.00000 5565.00| 110.98000 5881.94| 92.00000 4876.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0033 715-05168 48.000 m | 105.00000 5040.00| 115.13000 5526.24| 80.00000 3840.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 429,335.11 ROUTE : SR 32 CALL ORDER : 130 CONTRACT ID : R -26127-A COUNTIES : HAMILTON LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-46000 10.000 EACH| 285.00000 2850.00| 718.36000 7183.60| 310.14000 3101.40 PIPE END SECTION, 300 mm | | | 0035 715-46005 9.000 EACH| 315.00000 2835.00| 745.13000 6706.17| 313.50000 2821.50 PIPE END SECTION, 375 mm | | | 0036 801-06203 3202.000 m | 0.40000 1280.80| 0.35000 1120.70| 0.36000 1152.72 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0037 801-06207 4870.000 m | 3.25000 15827.50| 3.14000 15291.80| 3.25000 15827.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0038 801-06606 8.000 EACH| 75.00000 600.00| 73.68000 589.44| 76.35000 610.80 BARRICADE, IIIB | | | 0039 801-06640 24.000 EACH| 65.00000 1560.00| 52.63000 1263.12| 54.53000 1308.72 CONSTRUCTION SIGN, A | | | 0040 801-06645 12.000 EACH| 25.00000 300.00| 26.32000 315.84| 27.27000 327.24 CONSTRUCTION SIGN, B | | | 0041 801-06710 90.000 DAY | 14.00000 1260.00| 12.63000 1136.70| 13.09000 1178.10 FLASHING ARROW SIGN | | | 0042 801-06775 LUMP| 12900.00000 12900.00| 11383.94000 11383.94| 32000.00000 32000.00 MAINTAINING TRAFFIC | | | 0043 805-96014 850.000 m | 4.00000 3400.00| 2.94000 2499.00| 4.46000 3791.00 SAW CUT, FULL DEPTH | | | 0044 808-06703 335.000 m | 1.10000 368.50| 1.05000 351.75| 1.09000 365.15 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0045 808-06713 1441.000 m | 0.30000 432.30| 0.27000 389.07| 0.28000 403.48 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06716 2755.000 m | 1.50000 4132.50| 1.38000 3801.90| 1.43000 3939.65 LINE, REMOVE | | | 0047 808-75245 790.000 m | 1.10000 869.00| 1.03000 813.70| 1.07000 845.30 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0048 808-75278 75.000 m | 3.25000 243.75| 3.09000 231.75| 3.21000 240.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0049 808-75297 20.000 m | 14.00000 280.00| 13.16000 263.20| 13.63000 272.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0050 808-75320 4.000 EACH| 50.00000 200.00| 47.37000 189.48| 49.08000 196.32 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0051 808-75325 2.000 EACH| 60.00000 120.00| 60.00000 120.00| 62.17000 124.34 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 429,335.11 ROUTE : SR 32 CALL ORDER : 130 CONTRACT ID : R -26127-A COUNTIES : HAMILTON LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-92027 636.000 m | 2.00000 1272.00| 2.06000 1310.16| 2.14000 1361.04 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 365,045.35| $ 423,879.90| $ 441,128.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 365,045.35| $ 423,879.90| $ 441,128.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 429,335.11 ROUTE : SR 32 CALL ORDER : 130 CONTRACT ID : R -26127-A COUNTIES : HAMILTON LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1139301 | |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 19322.66000 19322.66| 16500.00000 16500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2009.68000 6029.04| 3000.00000 9000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 23000.00000 23000.00| 24940.00000 24940.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9203.80000 9203.80| 47075.00000 47075.00| CLEARING RIGHT OF WAY | | | 0005 202-02271 10.000 EACH| 542.75000 5427.50| 278.00000 2780.00| HEADWALL, REMOVE | | | 0006 202-60820 6363.000 m2 | 1.55000 9862.65| 2.00000 12726.00| SURFACE MILLING, ASPHALT | | | 0007 203-02000 2124.000 m3 | 43.59000 92585.16| 31.60000 67118.40| EXCAVATION, COMMON | | | 0008 203-06499 1538.000 m2 | 6.18000 9504.84| 21.32000 32790.16| SUBGRADE TREATMENT | | | 0009 205-06932 175.000 m | 10.40000 1820.00| 9.85000 1723.75| TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06933 12.000 EACH| 63.36000 760.32| 60.00000 720.00| TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 500.000 m | 6.13000 3065.00| 5.80000 2900.00| TEMPORARY SILT FENCE | | | 0012 211-02060 56.000 m3 | 53.08000 2972.48| 31.37000 1756.72| B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 875.000 Mg | 24.36000 21315.00| 29.00000 25375.00| COMPACTED AGGREGATE, O, 53 | | | 0014 305-05204 50.000 Mg | 88.43000 4421.50| 125.00000 6250.00| HMA FOR PATCHING | | | 0015 401-05437 1015.000 Mg | 46.33000 47024.95| 41.00000 41615.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0016 401-05455 254.000 Mg | 53.23000 13520.42| 52.00000 13208.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0017 401-05456 568.000 Mg | 54.32000 30853.76| 57.00000 32376.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0018 401-06264 LUMP| 1045.11000 1045.11| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0019 402-05481 369.000 Mg | 53.32000 19675.08| 41.00000 15129.00| HMA BASE 25.0 mm, SHOULDER | | | 0020 402-05495 30.000 Mg | 64.22000 1926.60| 110.00000 3300.00| HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 429,335.11 ROUTE : SR 32 CALL ORDER : 130 CONTRACT ID : R -26127-A COUNTIES : HAMILTON LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1139301 | |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 404-05510 2047.000 m2 | 2.80000 5731.60| 2.00000 4094.00| SEAL COAT, 1 | | | 0022 405-05517 4.000 Mg | 416.95000 1667.80| 250.00000 1000.00| ASPHALT FOR PRIME COAT | | | 0023 406-05520 3.000 Mg | 216.19000 648.57| 200.00000 600.00| ASPHALT FOR TACK COAT | | | 0024 408-04385 23.000 Mg | 65.55000 1507.65| 20.00000 460.00| COVER AGGREGATE | | | 0025 610-05527 291.000 Mg | 78.45000 22828.95| 88.50000 25753.50| HMA FOR APPROACHES | | | 0026 611-06497 10.000 EACH| 238.38000 2383.80| 155.00000 1550.00| MAILBOX ASSEMBLY, SINGLE | | | 0027 611-06498 1.000 EACH| 401.72000 401.72| 210.00000 210.00| MAILBOX ASSEMBLY, DOUBLE | | | 0028 621-01004 1.000 EACH| 723.39000 723.39| 685.00000 685.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 3485.000 m2 | 0.55000 1916.75| 0.52000 1812.20| MULCHED SEEDING, R | | | 0030 621-06567 47.000 kL | 0.53000 24.91| 0.50000 23.50| WATER | | | 0031 621-06574 2647.000 m2 | 5.30000 14029.10| 3.25000 8602.75| SODDING | | | 0032 715-05119 53.000 m | 181.50000 9619.50| 180.55000 9569.15| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0033 715-05168 48.000 m | 141.47000 6790.56| 109.30000 5246.40| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0034 715-46000 10.000 EACH| 540.47000 5404.70| 780.00000 7800.00| PIPE END SECTION, 300 mm | | | 0035 715-46005 9.000 EACH| 587.59000 5288.31| 850.00000 7650.00| PIPE END SECTION, 375 mm | | | 0036 801-06203 3202.000 m | 1.06000 3394.12| 0.33000 1056.66| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0037 801-06207 4870.000 m | 2.11000 10275.70| 2.98000 14512.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0038 801-06606 8.000 EACH| 105.61000 844.88| 70.00000 560.00| BARRICADE, IIIB | | | 0039 801-06640 24.000 EACH| 89.76000 2154.24| 50.00000 1200.00| CONSTRUCTION SIGN, A | | | 0040 801-06645 12.000 EACH| 36.96000 443.52| 25.00000 300.00| CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 429,335.11 ROUTE : SR 32 CALL ORDER : 130 CONTRACT ID : R -26127-A COUNTIES : HAMILTON LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1139301 | |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06710 90.000 DAY | 18.84000 1695.60| 12.00000 1080.00| FLASHING ARROW SIGN | | | 0042 801-06775 LUMP| 31175.88000 31175.88| 28014.00000 28014.00| MAINTAINING TRAFFIC | | | 0043 805-96014 850.000 m | 5.28000 4488.00| 3.88000 3298.00| SAW CUT, FULL DEPTH | | | 0044 808-06703 335.000 m | 1.06000 355.10| 1.00000 335.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0045 808-06713 1441.000 m | 0.69000 994.29| 0.26000 374.66| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06716 2755.000 m | 1.58000 4352.90| 1.31000 3609.05| LINE, REMOVE | | | 0047 808-75245 790.000 m | 1.06000 837.40| 0.98000 774.20| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0048 808-75278 75.000 m | 9.19000 689.25| 2.94000 220.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0049 808-75297 20.000 m | 17.95000 359.00| 12.50000 250.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0050 808-75320 4.000 EACH| 84.49000 337.96| 45.00000 180.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0051 808-75325 2.000 EACH| 126.73000 253.46| 57.00000 114.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0052 808-92027 636.000 m | 3.17000 2016.12| 1.96000 1246.56| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 466,970.60| $ 494,464.76| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 466,970.60| $ 494,464.76| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 136 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,579,559.58 ROUTE : HARCOURT ROAD CALL ORDER : 136 CONTRACT ID : R -26172-B COUNTIES : STEUBEN LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/25/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : J470003 J470002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 2,563,750.60 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 2,598,749.25 101.3651% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0997978 | |PRIMCO, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD AND BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP| 16407.98000 16407.98| 28000.00000 28000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2397.00000 28764.00| 1350.00000 16200.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 128187.52000 128187.52| 132600.00000 132600.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-04877 LUMP| 16100.00000 16100.00| 36000.00000 36000.00| GROUND PREPARATION FOR WETLAND PLANTING | | | 0005 201-52370 LUMP| 51000.00000 51000.00| 67320.00000 67320.00| CLEARING RIGHT OF WAY | | | 0006 202-60820 216.000 m2 | 9.20000 1987.20| 10.00000 2160.00| SURFACE MILLING, ASPHALT | | | 0007 203-02000 10815.000 m3 | 4.66000 50397.90| 6.00000 64890.00| EXCAVATION, COMMON | | | 0008 203-02045 1228.000 m3 | 5.25000 6447.00| 7.00000 8596.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0009 203-02070 67506.000 m3 | 8.90000 600803.40| 8.60000 580551.60| BORROW | | | 0010 203-02100 3530.000 m3 | 9.00000 31770.00| 12.00000 42360.00| EXCAVATION, PEAT | | | 0011 204-02290 25.000 EACH| 600.00000 15000.00| 1000.00000 25000.00| SETTLEMENT PLATE | | | 0012 205-06931 398.000 Mg | 40.00000 15920.00| 35.00000 13930.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06933 2.000 EACH| 100.00000 200.00| 100.00000 200.00| TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06936 662.500 Mg | 38.50000 25506.25| 35.00000 23187.50| TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 136 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,579,559.58 ROUTE : HARCOURT ROAD CALL ORDER : 136 CONTRACT ID : R -26172-B COUNTIES : STEUBEN LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0997978 | |PRIMCO, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-06937 689.400 m | 5.70000 3929.58| 5.68000 3915.79| TEMPORARY SILT FENCE | | | 0016 206-94483 36.000 m2 | 250.00000 9000.00| 225.00000 8100.00| SHEET PILING, STEEL, S 2.4 | | | 0017 211-02050 6767.000 m3 | 20.00000 135340.00| 25.00000 169175.00| B BORROW | | | 0018 211-02060 3124.800 m3 | 20.00000 62496.00| 25.00000 78120.00| B BORROW FOR STRUCTURE BACKFILL | | | 0019 211-06467 24.000 m3 | 115.00000 2760.00| 34.00000 816.00| AGGREGATE FOR END BENT BACKFILL | | | 0020 215-06458 300.000 m3 | 37.35000 11205.00| 17.35000 5205.00| SUBGRADE, MODIFIED | | | 0021 303-52308 2551.000 Mg | 13.95000 35586.45| 15.60000 39795.60| COMPACTED AGGREGATE, O, 53 | | | 0022 304-06464 41.000 m3 | 78.00000 3198.00| 34.00000 1394.00| SUBBASE FOR PCCP | | | 0023 402-05468 4309.400 Mg | 33.07000 142511.86| 34.00000 146519.60| HMA BASE 25.0 mm, MAINLINE | | | 0024 402-05470 1342.600 Mg | 35.27000 47353.50| 37.00000 49676.20| HMA BASE C25.0 mm, MAINLINE | | | 0025 402-05474 1976.500 Mg | 34.17000 67537.01| 34.50000 68189.25| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0026 402-05477 869.000 Mg | 40.79000 35446.51| 43.00000 37367.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0027 402-05481 1887.800 Mg | 40.79000 77003.36| 34.00000 64185.20| HMA BASE 25.0 mm, SHOULDER | | | 0028 402-05483 751.600 Mg | 37.48000 28169.97| 37.00000 27809.20| HMA BASE C25.0 mm, SHOULDER | | | 0029 402-05487 738.100 Mg | 41.89000 30919.01| 34.50000 25464.45| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0030 402-05490 335.500 Mg | 41.89000 14054.10| 43.00000 14426.50| HMA SURFACE 9.5 mm, SHOULDER | | | 0031 402-05495 154.000 Mg | 35.83000 5517.82| 33.00000 5082.00| HMA WEDGE AND LEVEL | | | 0032 404-05511 4474.000 m2 | 0.36000 1610.64| 1.50000 6711.00| SEAL COAT, 2 | | | 0033 406-05520 15.800 Mg | 142.20000 2246.76| 140.00000 2212.00| ASPHALT FOR TACK COAT | | | 0034 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0035 601-94689 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 136 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,579,559.58 ROUTE : HARCOURT ROAD CALL ORDER : 136 CONTRACT ID : R -26172-B COUNTIES : STEUBEN LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0997978 | |PRIMCO, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 601-97774 1.000 EACH| 800.00000 800.00| 800.00000 800.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0037 601-99105 306.710 m | 30.00000 9201.30| 30.00000 9201.30| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 602-06729 4.000 EACH| 10.10000 40.40| 7.28000 29.12| BARRIER DELINEATOR | | | 0039 610-05527 93.900 Mg | 57.32000 5382.35| 43.00000 4037.70| HMA FOR APPROACHES | | | 0040 610-06259 182.600 m2 | 70.00000 12782.00| 74.00000 13512.40| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0041 611-95023 1.000 EACH| 225.00000 225.00| 160.00000 160.00| MAILBOX ASSEMBLY, RESET | | | 0042 615-06490 46.000 EACH| 115.00000 5290.00| 115.00000 5290.00| RIGHT OF WAY MARKER | | | 0043 615-06505 9.000 EACH| 445.00000 4005.00| 445.00000 4005.00| MONUMENT, B | | | 0044 616-02320 742.000 m2 | 2.49000 1847.58| 4.00000 2968.00| GEOTEXTILES | | | 0045 616-06451 299.000 Mg | 35.00000 10465.00| 26.80000 8013.20| RIPRAP, UNIFORM | | | 0046 616-94426 522.000 m2 | 38.12000 19898.64| 4.60000 2401.20| GEOGRID | | | 0047 621-01004 3.000 EACH| 1000.00000 3000.00| 644.00000 1932.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-02356 953.000 kg | 133.00000 126749.00| 45.00000 42885.00| SEEDING, WETLAND | | | 0049 621-02770 7116.000 m2 | 2.00000 14232.00| 3.75000 26685.00| EROSION CONTROL BLANKET | | | 0050 621-06545 3.100 Mg | 719.00000 2228.90| 425.00000 1317.50| FERTILIZER | | | 0051 621-06548 2.800 kg | 55.25000 154.70| 45.00000 126.00| SEED MIXTURE, CV | | | 0052 621-06553 579.000 kg | 7.56000 4377.24| 8.00000 4632.00| SEED MIXTURE, R | | | 0053 621-06557 350.000 kg | 6.40000 2240.00| 13.00000 4550.00| SEED MIXTURE, T | | | 0054 621-06565 20.600 Mg | 549.00000 11309.40| 450.00000 9270.00| MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 136 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,579,559.58 ROUTE : HARCOURT ROAD CALL ORDER : 136 CONTRACT ID : R -26172-B COUNTIES : STEUBEN LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0997978 | |PRIMCO, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 621-06567 114.300 kL | 0.55000 62.87| 1.15000 131.45| WATER | | | 0056 621-06574 6316.500 m2 | 3.88000 24508.02| 3.85000 24318.53| SODDING | | | 0057 622-05638 450.000 EACH| 9.70000 4365.00| 80.00000 36000.00| PLANT, DECIDUOUS SHRUB, 450 mm OR UNDER | | | 0058 622-05648 250.000 EACH| 9.70000 2425.00| 100.00000 25000.00| PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | 0059 622-52436 10.000 EACH| 25.00000 250.00| 25.00000 250.00| SIGN, DO NOT MOW OR SPRAY | | | 0060 622-91786 254.000 EACH| 10.00000 2540.00| 6.00000 1524.00| SEEDLING | | | 0061 701-96089 216.300 m | 155.00000 33526.50| 145.00000 31363.50| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0062 702-51005 94.800 m3 | 475.00000 45030.00| 450.00000 42660.00| CONCRETE, A, SUBSTRUCTURE | | | 0063 702-51863 64.000 EACH| 15.00000 960.00| 8.00000 512.00| FIELD DRILLED HOLE IN CONCRETE | | | 0064 703-51030 5062.000 kg | 1.70000 8605.40| 1.40000 7086.80| REINFORCING STEEL | | | 0065 703-51032 9654.000 kg | 1.75000 16894.50| 1.50000 14481.00| REINFORCING STEEL, EPOXY COATED | | | 0066 704-51002 85.700 m3 | 750.00000 64275.00| 750.00000 64275.00| CONCRETE, C, SUPERSTRUCTURE | | | 0067 706-05732 4.000 EACH| 1000.00000 4000.00| 1800.00000 7200.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0068 706-51020 7.500 m3 | 975.00000 7312.50| 550.00000 4125.00| CONCRETE, C, RAILING | | | 0069 707-05972 95.100 m2 | 480.00000 45648.00| 385.00000 36613.50| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 914 mm | | | 0070 709-51821 LUMP| 842.10000 842.10| 1800.00000 1800.00| SURFACE SEAL | | | 0071 715-05048 962.000 m | 13.50000 12987.00| 11.60000 11159.20| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0072 715-05053 82.000 m | 34.80000 2853.60| 54.00000 4428.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0073 715-05119 131.000 m | 70.00000 9170.00| 82.00000 10742.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 136 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,579,559.58 ROUTE : HARCOURT ROAD CALL ORDER : 136 CONTRACT ID : R -26172-B COUNTIES : STEUBEN LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0997978 | |PRIMCO, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 715-05125 168.000 m | 101.40000 17035.20| 196.00000 32928.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0075 715-05152 114.800 m | 150.00000 17220.00| 180.00000 20664.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0076 715-05169 22.000 m | 69.50000 1529.00| 65.00000 1430.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0077 715-05407 132.000 m | 50.00000 6600.00| 30.00000 3960.00| PIPE, END BENT DRAIN, 150 mm | | | 0078 715-07135 6.000 EACH| 1050.00000 6300.00| 1090.00000 6540.00| CONCRETE ANCHOR, 750 mm | | | 0079 715-46005 8.000 EACH| 170.00000 1360.00| 245.00000 1960.00| PIPE END SECTION, 375 mm | | | 0080 716-01758 57.000 m | 117.00000 6669.00| 250.00000 14250.00| PIPE CASING, 6 mm, 450 mm | | | 0081 718-06528 4.000 EACH| 200.00000 800.00| 690.00000 2760.00| OUTLET PROTECTOR, 1 | | | 0082 718-52610 206.000 m3 | 30.20000 6221.20| 35.00000 7210.00| AGGREGATE FOR UNDERDRAINS | | | 0083 720-44000 2.000 EACH| 325.00000 650.00| 160.00000 320.00| CASTING, ADJUST TO GRADE | | | 0084 730-97404 1.000 EACH| 2675.00000 2675.00| 3000.00000 3000.00| GRATED BOX END SECTION, I, 3:1, 375 mm | | | 0085 731-93945 495.700 m2 | 298.51000 147971.41| 280.00000 138796.00| FACE PANELS, CONCRETE | | | 0086 731-93946 495.700 m2 | 115.00000 57005.50| 90.00000 44613.00| WALL ERECTION | | | 0087 731-93947 77.700 m | 175.00000 13597.50| 150.00000 11655.00| LEVELING PAD, CONCRETE | | | 0088 801-04308 1.000 EACH| 1240.00000 1240.00| 1240.00000 1240.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0089 801-06207 1700.000 m | 2.30000 3910.00| 2.30000 3910.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0090 801-06605 4.000 EACH| 207.00000 828.00| 207.00000 828.00| BARRICADE, IIIA | | | 0091 801-06640 25.000 EACH| 194.00000 4850.00| 194.00000 4850.00| CONSTRUCTION SIGN, A | | | 0092 801-06645 24.000 EACH| 1.00000 24.00| 1.00000 24.00| CONSTRUCTION SIGN, B | | | 0093 801-06710 200.000 DAY | 10.00000 2000.00| 10.00000 2000.00| FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 136 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,579,559.58 ROUTE : HARCOURT ROAD CALL ORDER : 136 CONTRACT ID : R -26172-B COUNTIES : STEUBEN LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0997978 | |PRIMCO, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 801-06775 LUMP| 17237.01000 17237.01| 12000.00000 12000.00| MAINTAINING TRAFFIC | | | 0095 802-76035 6.320 m2 | 76.50000 483.48| 76.50000 483.48| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0096 802-76055 40.500 m | 17.75000 718.88| 17.75000 718.88| SIGN POST, A | | | 0097 808-06703 2151.000 m | 1.10000 2366.10| 1.10000 2366.10| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0098 808-06713 52.000 m | 1.95000 101.40| 1.95000 101.40| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0099 808-06714 52.000 m | 1.95000 101.40| 1.95000 101.40| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0100 808-75245 1783.000 m | 1.10000 1961.30| 1.10000 1961.30| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0101 808-75278 58.000 m | 9.00000 522.00| 9.00000 522.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0102 808-75297 24.000 m | 17.10000 410.40| 17.10000 410.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0103 808-75320 8.000 EACH| 78.25000 626.00| 78.25000 626.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0104 808-75325 8.000 EACH| 122.00000 976.00| 122.00000 976.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0105 808-75998 84.000 EACH| 25.00000 2100.00| 25.00000 2100.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,563,750.60| $ 2,598,749.25| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,563,750.60| $ 2,598,749.25| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3630002 3630004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 898,066.89 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 965,789.00 107.5408% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 1,012,775.56 112.7728% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,042,085.15 116.0364% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,096,033.00 122.0435% 6 35-1057871 SMOCK FANSLER CORPORATION IRREGULAR BID $ 1,132,303.39 126.0822% 7 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,172,983.40 130.6120% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0918397 |(3) 35-0999231 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 28728.00000 28728.00| 27499.05000 27499.05| 27000.00000 27000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1111.16000 11111.60| 2500.00000 25000.00| 1200.00000 12000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 44900.00000 44900.00| 48250.00000 48250.00| 51500.00000 51500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 29081.88000 29081.88| 25100.00000 25100.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 202-02271 1.000 EACH| 285.41000 285.41| 250.00000 250.00| 1500.00000 1500.00 HEADWALL, REMOVE | | | 0006 202-60820 8288.000 m2 | 1.62000 13426.56| 1.20000 9945.60| 1.50000 12432.00 SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 540.00000 540.00| 1200.00000 1200.00| 3500.00000 3500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 202-93047 2.000 EACH| 370.26000 740.52| 750.00000 1500.00| 750.00000 1500.00 MANHOLE, REMOVE | | | 0009 202-96133 250.000 m | 8.49000 2122.50| 55.00000 13750.00| 25.00000 6250.00 PIPE, REMOVE | | | 0010 203-02000 2676.000 m3 | 18.00000 48168.00| 25.00000 66900.00| 37.00000 99012.00 EXCAVATION, COMMON | | | 0011 205-02224 1584.000 m | 5.40000 8553.60| 5.25000 8316.00| 5.00000 7920.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0918397 |(3) 35-0999231 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02229 20.000 m | 17.01000 340.20| 16.00000 320.00| 16.00000 320.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 1.000 EACH| 54.00000 54.00| 53.00000 53.00| 55.00000 55.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02236 7.000 EACH| 54.00000 378.00| 53.00000 371.00| 55.00000 385.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 205-02237 18.000 EACH| 21.60000 388.80| 22.00000 396.00| 25.00000 450.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0016 207-06499 5721.000 m2 | 7.62000 43594.02| 5.60000 32037.60| 4.95000 28318.95 SUBGRADE TREATMENT | | | 0017 211-02060 1177.000 m3 | 26.45000 31131.65| 28.00000 32956.00| 40.00000 47080.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 622.000 Mg | 21.64000 13460.08| 20.00000 12440.00| 21.00000 13062.00 COMPACTED AGGREGATE, O, 53 | | | 0019 303-98541 327.000 Mg | 25.14000 8220.78| 28.00000 9156.00| 38.00000 12426.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0020 401-06264 LUMP| 1470.96000 1470.96| 2500.00000 2500.00| 1500.00000 1500.00 PROFILOGRAPH, HMA | | | 0021 402-05468 2624.000 Mg | 38.88000 102021.12| 40.00000 104960.00| 38.00000 99712.00 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 712.000 Mg | 43.20000 30758.40| 41.00000 29192.00| 42.00000 29904.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 968.000 Mg | 55.08000 53317.44| 46.00000 44528.00| 53.00000 51304.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 350.000 Mg | 50.76000 17766.00| 44.00000 15400.00| 51.00000 17850.00 HMA BASE 25.0 mm, SHOULDER | | | 0025 404-05511 539.000 m2 | 6.48000 3492.72| 5.20000 2802.80| 6.00000 3234.00 SEAL COAT, 2 | | | 0026 406-05520 5.620 Mg | 216.00000 1213.92| 185.00000 1039.70| 200.00000 1124.00 ASPHALT FOR TACK COAT | | | 0027 605-06140 777.200 m | 42.04000 32673.49| 45.00000 34974.00| 37.00000 28756.40 CURB AND GUTTER, CONCRETE | | | 0028 610-05527 59.000 Mg | 90.72000 5352.48| 110.00000 6490.00| 90.00000 5310.00 HMA FOR APPROACHES | | | 0029 611-05330 920.000 m2 | 37.07000 34104.40| 43.00000 39560.00| 41.00000 37720.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0918397 |(3) 35-0999231 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 611-06497 19.000 EACH| 151.20000 2872.80| 160.00000 3040.00| 300.00000 5700.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 28.000 EACH| 129.60000 3628.80| 130.00000 3640.00| 200.00000 5600.00 RIGHT OF WAY MARKER | | | 0032 616-05689 64.000 Mg | 41.14000 2632.96| 73.00000 4672.00| 85.00000 5440.00 RIPRAP, CLASS 2 | | | 0033 621-06560 5825.000 m2 | 0.49000 2854.25| 0.50000 2912.50| 0.50000 2912.50 MULCHED SEEDING, U | | | 0034 621-06574 729.000 m2 | 4.30000 3134.70| 4.40000 3207.60| 4.00000 2916.00 SODDING | | | 0035 714-04661 19.500 m | 2227.92000 43444.44| 2400.00000 46800.00| 2500.00000 48750.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3300 mm X 1800 mm | | | 0036 714-44240 2.000 m3 | 1077.30000 2154.60| 1000.00000 2000.00| 1650.00000 3300.00 CONCRETE, A, STRUCTURES | | | 0037 715-05024 70.400 m | 182.03000 12814.91| 190.00000 13376.00| 265.00000 18656.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0038 715-05149 531.100 m | 66.54000 35339.39| 76.00000 40363.60| 90.00000 47799.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0039 715-05151 230.300 m | 72.49000 16694.45| 120.00000 27636.00| 110.00000 25333.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0040 715-05152 89.300 m | 86.83000 7753.92| 170.00000 15181.00| 125.00000 11162.50 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0041 715-05154 92.700 m | 112.41000 10420.41| 140.00000 12978.00| 135.00000 12514.50 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0042 715-05156 25.800 m | 148.11000 3821.24| 230.00000 5934.00| 215.00000 5547.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0043 715-06566 3.500 m | 193.67000 677.85| 68.00000 238.00| 150.00000 525.00 PIPE EXTENSION, CIRCULAR, 150 mm | | | 0044 715-46005 2.000 EACH| 239.13000 478.26| 280.00000 560.00| 360.00000 720.00 PIPE END SECTION, 375 mm | | | 0045 715-46010 1.000 EACH| 326.04000 326.04| 350.00000 350.00| 450.00000 450.00 PIPE END SECTION, 450 mm | | | 0046 715-46040 1.000 EACH| 889.68000 889.68| 900.00000 900.00| 1100.00000 1100.00 PIPE END SECTION, 900 mm | | | 0047 720-45045 1.000 EACH| 958.45000 958.45| 1800.00000 1800.00| 1100.00000 1100.00 INLET, J10 | | | 0048 720-45065 2.000 EACH| 2120.82000 4241.64| 2500.00000 5000.00| 2000.00000 4000.00 INLET, N12 | | | 0049 720-45070 5.000 EACH| 1300.08000 6500.40| 1800.00000 9000.00| 1350.00000 6750.00 INLET, P12A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0918397 |(3) 35-0999231 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 720-45155 4.000 EACH| 1002.94000 4011.76| 1700.00000 6800.00| 1250.00000 5000.00 INLET, M10, MODIFIED | | | 0051 720-45270 1.000 EACH| 808.72000 808.72| 1000.00000 1000.00| 850.00000 850.00 PIPE CATCH BASIN, 450 mm | | | 0052 720-45410 6.000 EACH| 1437.28000 8623.68| 1800.00000 10800.00| 1600.00000 9600.00 MANHOLE, C4 | | | 0053 720-93409 5.000 EACH| 1581.96000 7909.80| 2000.00000 10000.00| 2150.00000 10750.00 INLET, B15, MODIFIED | | | 0054 720-93411 2.000 EACH| 1599.24000 3198.48| 2100.00000 4200.00| 2150.00000 4300.00 INLET, C15, MODIFIED | | | 0055 720-95422 4.000 EACH| 2259.82000 9039.28| 3400.00000 13600.00| 2050.00000 8200.00 MANHOLE, J4 | | | 0056 720-98174 2.000 EACH| 1742.68000 3485.36| 2000.00000 4000.00| 2150.00000 4300.00 INLET, B15 | | | 0057 801-04308 4.000 EACH| 297.00000 1188.00| 320.00000 1280.00| 300.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06207 1860.000 m | 3.15000 5859.00| 1.10000 2046.00| 3.00000 5580.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0059 801-06605 12.000 EACH| 113.40000 1360.80| 160.00000 1920.00| 145.00000 1740.00 BARRICADE, IIIA | | | 0060 801-06640 36.000 EACH| 102.60000 3693.60| 120.00000 4320.00| 125.00000 4500.00 CONSTRUCTION SIGN, A | | | 0061 801-06710 150.000 DAY | 12.96000 1944.00| 14.00000 2100.00| 15.00000 2250.00 FLASHING ARROW SIGN | | | 0062 801-06775 LUMP| 31628.10000 31628.10| 17500.00000 17500.00| 32525.50000 32525.50 MAINTAINING TRAFFIC | | | 0063 802-05701 31.800 m | 23.76000 755.57| 33.00000 1049.40| 31.00000 985.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0064 802-05702 7.600 m | 20.52000 155.95| 31.00000 235.60| 29.00000 220.40 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0065 802-76025 5.130 m2 | 178.20000 914.17| 180.00000 923.40| 174.34000 894.36 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0066 802-76035 3.240 m2 | 145.80000 472.39| 170.00000 550.80| 180.07000 583.43 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0067 802-76045 1.620 m2 | 210.60000 341.17| 210.00000 340.20| 191.54000 310.29 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0918397 |(3) 35-0999231 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 805-01815 4.000 EACH| 1566.00000 6264.00| 2100.00000 8400.00| 1571.35000 6285.40 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0069 805-01842 8.000 EACH| 739.80000 5918.40| 690.00000 5520.00| 865.97000 6927.76 HANDHOLE, SIGNAL | | | 0070 805-02087 LUMP| 54.00000 54.00| 170.00000 170.00| 529.90000 529.90 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0071 805-02503 934.000 m | 0.38000 354.92| 1.00000 934.00| 0.34000 317.56 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0072 805-06592 399.000 m | 25.92000 10342.08| 31.00000 12369.00| 34.64000 13821.36 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0073 805-78100 1.000 EACH| 9990.00000 9990.00| 8000.00000 8000.00| 7799.42000 7799.42 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0074 805-78205 8.000 EACH| 783.00000 6264.00| 670.00000 5360.00| 676.71000 5413.68 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0075 805-78415 4.000 EACH| 1215.00000 4860.00| 1400.00000 5600.00| 951.99000 3807.96 SPAN, CATENARY, AND TETHER | | | 0076 805-78420 4.000 EACH| 216.00000 864.00| 210.00000 840.00| 252.33000 1009.32 DISCONNECT HANGER | | | 0077 805-78445 1.000 EACH| 540.00000 540.00| 450.00000 450.00| 349.83000 349.83 SIGNAL SERVICE | | | 0078 805-78467 17.000 m | 3.24000 55.08| 5.20000 88.40| 6.54000 111.18 SIGNAL CABLE, 3C 8GA. | | | 0079 805-78485 100.000 m | 3.24000 324.00| 3.30000 330.00| 5.91000 591.00 SIGNAL CABLE, 5C 14GA. | | | 0080 805-78490 214.000 m | 3.24000 693.36| 3.70000 791.80| 6.31000 1350.34 SIGNAL CABLE, 7C 14GA. | | | 0081 805-78510 853.000 m | 2.16000 1842.48| 2.40000 2047.20| 3.61000 3079.33 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0082 805-78785 8.000 EACH| 567.00000 4536.00| 540.00000 4320.00| 693.92000 5551.36 SIGNAL DETECTOR HOUSING | | | 0083 805-78795 313.000 m | 19.44000 6084.72| 22.00000 6886.00| 23.51000 7358.63 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0084 805-78925 1.000 EACH| 486.00000 486.00| 940.00000 940.00| 1089.63000 1089.63 CONTROLLER CABINET FOUNDATION, P1 | | | 0085 805-81032 4.000 EACH| 3240.00000 12960.00| 2800.00000 11200.00| 2408.64000 9634.56 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0086 805-92504 5.000 EACH| 216.00000 1080.00| 220.00000 1100.00| 189.25000 946.25 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0918397 |(3) 35-0999231 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 808-06701 280.000 m | 1.08000 302.40| 0.75000 210.00| 0.85000 238.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0088 808-06703 288.000 m | 1.03000 296.64| 0.75000 216.00| 0.85000 244.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0089 808-06713 715.000 m | 0.43000 307.45| 0.85000 607.75| 0.93000 664.95 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0090 808-75245 1055.000 m | 1.03000 1086.65| 0.75000 791.25| 0.85000 896.75 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0091 808-75278 165.000 m | 4.00000 660.00| 6.25000 1031.25| 6.88000 1135.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0092 808-75297 42.200 m | 6.48000 273.46| 12.50000 527.50| 13.76000 580.67 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0093 808-75320 10.000 EACH| 45.36000 453.60| 47.00000 470.00| 51.61000 516.10 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0094 808-75325 6.000 EACH| 58.32000 349.92| 65.00000 390.00| 68.82000 412.92 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0095 808-75996 94.000 EACH| 14.40000 1353.60| 6.50000 611.00| 10.71000 1006.74 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0096 808-75998 121.000 EACH| 22.68000 2744.28| 35.00000 4235.00| 28.67000 3469.07 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0097 808-92027 806.000 m | 2.05000 1652.30| 2.00000 1612.00| 2.18000 1757.08 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0098 621-01004 2.000 EACH| 324.00000 648.00| 300.00000 600.00| 344.09000 688.18 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 898,066.89| $ 965,789.00| $ 1,012,775.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 898,066.89| $ 965,789.00| $ 1,012,775.56 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1618530 |(6) 35-1057871 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 27999.16000 27999.16| 35000.00000 35000.00| 49260.00000 49260.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2770.50000 27705.00| 1500.00000 15000.00| 3500.00000 35000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 46920.00000 46920.00| 54000.00000 54000.00| 132293.00000 132293.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8696.29000 8696.29| 5400.00000 5400.00| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0005 202-02271 1.000 EACH| 672.11000 672.11| 500.00000 500.00| 600.00000 600.00 HEADWALL, REMOVE | | | 0006 202-60820 8288.000 m2 | 1.39000 11520.32| 2.00000 16576.00| 1.08000 8951.04 SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 2164.88000 2164.88| 550.00000 550.00| 540.00000 540.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 202-93047 2.000 EACH| 939.65000 1879.30| 750.00000 1500.00| 600.00000 1200.00 MANHOLE, REMOVE | | | 0009 202-96133 250.000 m | 67.23000 16807.50| 30.00000 7500.00| 65.00000 16250.00 PIPE, REMOVE | | | 0010 203-02000 2676.000 m3 | 24.06000 64384.56| 30.00000 80280.00| 28.05000 75061.80 EXCAVATION, COMMON | | | 0011 205-02224 1584.000 m | 5.26000 8331.84| 5.25000 8316.00| 5.94000 9408.96 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 20.000 m | 16.58000 331.60| 16.00000 320.00| 17.01000 340.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 1.000 EACH| 52.63000 52.63| 55.00000 55.00| 55.00000 55.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02236 7.000 EACH| 52.63000 368.41| 55.00000 385.00| 55.00000 385.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 205-02237 18.000 EACH| 21.05000 378.90| 22.00000 396.00| 22.00000 396.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0016 207-06499 5721.000 m2 | 7.30000 41763.30| 9.00000 51489.00| 5.92000 33868.32 SUBGRADE TREATMENT | | | 0017 211-02060 1177.000 m3 | 25.81000 30378.37| 50.00000 58850.00| 38.00000 44726.00 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1618530 |(6) 35-1057871 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 303-52308 622.000 Mg | 23.42000 14567.24| 35.00000 21770.00| 21.50000 13373.00 COMPACTED AGGREGATE, O, 53 | | | 0019 303-98541 327.000 Mg | 44.53000 14561.31| 40.00000 13080.00| 23.00000 7521.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0020 401-06264 LUMP| 900.00000 900.00| 1500.00000 1500.00| 1080.00000 1080.00 PROFILOGRAPH, HMA | | | 0021 402-05468 2624.000 Mg | 40.00000 104960.00| 38.00000 99712.00| 43.20000 113356.80 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 712.000 Mg | 43.00000 30616.00| 42.00000 29904.00| 46.44000 33065.28 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 968.000 Mg | 54.00000 52272.00| 54.00000 52272.00| 58.32000 56453.76 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 350.000 Mg | 45.00000 15750.00| 50.00000 17500.00| 48.60000 17010.00 HMA BASE 25.0 mm, SHOULDER | | | 0025 404-05511 539.000 m2 | 6.00000 3234.00| 6.50000 3503.50| 6.48000 3492.72 SEAL COAT, 2 | | | 0026 406-05520 5.620 Mg | 200.00000 1124.00| 220.00000 1236.40| 216.00000 1213.92 ASPHALT FOR TACK COAT | | | 0027 605-06140 777.200 m | 44.77000 34795.24| 39.00000 30310.80| 44.00000 34196.80 CURB AND GUTTER, CONCRETE | | | 0028 610-05527 59.000 Mg | 100.00000 5900.00| 90.00000 5310.00| 108.00000 6372.00 HMA FOR APPROACHES | | | 0029 611-05330 920.000 m2 | 52.76000 48539.20| 55.00000 50600.00| 40.40000 37168.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 611-06497 19.000 EACH| 147.36000 2799.84| 150.00000 2850.00| 154.00000 2926.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 28.000 EACH| 126.31000 3536.68| 130.00000 3640.00| 132.00000 3696.00 RIGHT OF WAY MARKER | | | 0032 616-05689 64.000 Mg | 63.63000 4072.32| 65.00000 4160.00| 54.00000 3456.00 RIPRAP, CLASS 2 | | | 0033 621-06560 5825.000 m2 | 2.03000 11824.75| 0.50000 2912.50| 0.88000 5126.00 MULCHED SEEDING, U | | | 0034 621-06574 729.000 m2 | 5.74000 4184.46| 4.10000 2988.90| 4.68000 3411.72 SODDING | | | 0035 714-04661 19.500 m | 2973.11000 57975.65| 2500.00000 48750.00| 3100.00000 60450.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3300 mm X 1800 mm | | | 0036 714-44240 2.000 m3 | 224.60000 449.20| 3500.00000 7000.00| 975.00000 1950.00 CONCRETE, A, STRUCTURES | | | 0037 715-05024 70.400 m | 216.16000 15217.66| 300.00000 21120.00| 353.00000 24851.20 PIPE, TYPE 2, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1618530 |(6) 35-1057871 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 715-05149 531.100 m | 97.21000 51628.23| 100.00000 53110.00| 76.00000 40363.60 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0039 715-05151 230.300 m | 101.48000 23370.84| 100.00000 23030.00| 108.00000 24872.40 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0040 715-05152 89.300 m | 113.77000 10159.66| 120.00000 10716.00| 137.00000 12234.10 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0041 715-05154 92.700 m | 148.35000 13752.05| 160.00000 14832.00| 190.00000 17613.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0042 715-05156 25.800 m | 406.90000 10498.02| 275.00000 7095.00| 213.00000 5495.40 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0043 715-06566 3.500 m | 155.56000 544.46| 180.00000 630.00| 107.00000 374.50 PIPE EXTENSION, CIRCULAR, 150 mm | | | 0044 715-46005 2.000 EACH| 442.53000 885.06| 300.00000 600.00| 530.00000 1060.00 PIPE END SECTION, 375 mm | | | 0045 715-46010 1.000 EACH| 340.78000 340.78| 325.00000 325.00| 624.00000 624.00 PIPE END SECTION, 450 mm | | | 0046 715-46040 1.000 EACH| 1096.70000 1096.70| 725.00000 725.00| 1325.00000 1325.00 PIPE END SECTION, 900 mm | | | 0047 720-45045 1.000 EACH| 1387.01000 1387.01| 1700.00000 1700.00| 1258.00000 1258.00 INLET, J10 | | | 0048 720-45065 2.000 EACH| 3073.38000 6146.76| 3000.00000 6000.00| 1500.00000 3000.00 INLET, N12 | | | 0049 720-45070 5.000 EACH| 2309.41000 11547.05| 2000.00000 10000.00| 1412.00000 7060.00 INLET, P12A | | | 0050 720-45155 4.000 EACH| 1342.35000 5369.40| 1650.00000 6600.00| 1048.00000 4192.00 INLET, M10, MODIFIED | | | 0051 720-45270 1.000 EACH| 854.61000 854.61| 1350.00000 1350.00| 700.00000 700.00 PIPE CATCH BASIN, 450 mm | | | 0052 720-45410 6.000 EACH| 2372.26000 14233.56| 2300.00000 13800.00| 1248.00000 7488.00 MANHOLE, C4 | | | 0053 720-93409 5.000 EACH| 1747.43000 8737.15| 2600.00000 13000.00| 1832.00000 9160.00 INLET, B15, MODIFIED | | | 0054 720-93411 2.000 EACH| 1767.56000 3535.12| 2600.00000 5200.00| 1832.00000 3664.00 INLET, C15, MODIFIED | | | 0055 720-95422 4.000 EACH| 2959.36000 11837.44| 3450.00000 13800.00| 2387.00000 9548.00 MANHOLE, J4 | | | 0056 720-98174 2.000 EACH| 1715.39000 3430.78| 2600.00000 5200.00| 1832.00000 3664.00 INLET, B15 | | | 0057 801-04308 4.000 EACH| 289.47000 1157.88| 300.00000 1200.00| 302.50000 1210.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06207 1860.000 m | 3.07000 5710.20| 3.25000 6045.00| 3.25000 6045.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1618530 |(6) 35-1057871 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06605 12.000 EACH| 110.52000 1326.24| 115.00000 1380.00| 115.50000 1386.00 BARRICADE, IIIA | | | 0060 801-06640 36.000 EACH| 100.00000 3600.00| 105.00000 3780.00| 104.50000 3762.00 CONSTRUCTION SIGN, A | | | 0061 801-06710 150.000 DAY | 12.63000 1894.50| 15.00000 2250.00| 13.20000 1980.00 FLASHING ARROW SIGN | | | 0062 801-06775 LUMP| 45528.66000 45528.66| 50000.00000 50000.00| 28138.00000 28138.00 MAINTAINING TRAFFIC | | | 0063 802-05701 31.800 m | 32.05000 1019.19| 23.00000 731.40| 23.72000 754.30 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0064 802-05702 7.600 m | 28.66000 217.82| 20.00000 152.00| 20.52000 155.95 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0065 802-76025 5.130 m2 | 159.19000 816.64| 180.00000 923.40| 178.20000 914.17 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0066 802-76035 3.240 m2 | 164.63000 533.40| 150.00000 486.00| 145.80000 472.39 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0067 802-76045 1.620 m2 | 175.51000 284.33| 220.00000 356.40| 210.60000 341.17 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0068 805-01815 4.000 EACH| 1439.51000 5758.04| 1550.00000 6200.00| 1566.00000 6264.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0069 805-01842 8.000 EACH| 794.60000 6356.80| 725.00000 5800.00| 739.80000 5918.40 HANDHOLE, SIGNAL | | | 0070 805-02087 LUMP| 485.85000 485.85| 55.00000 55.00| 54.00000 54.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0071 805-02503 934.000 m | 0.32000 298.88| 0.40000 373.60| 0.38000 354.92 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0072 805-06592 399.000 m | 31.77000 12676.23| 26.00000 10374.00| 25.92000 10342.08 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0073 805-78100 1.000 EACH| 7144.90000 7144.90| 10000.00000 10000.00| 9990.00000 9990.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0074 805-78205 8.000 EACH| 618.51000 4948.08| 800.00000 6400.00| 783.00000 6264.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0075 805-78415 4.000 EACH| 865.30000 3461.20| 1200.00000 4800.00| 1215.00000 4860.00 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1618530 |(6) 35-1057871 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 805-78420 4.000 EACH| 229.67000 918.68| 225.00000 900.00| 216.00000 864.00 DISCONNECT HANGER | | | 0077 805-78445 1.000 EACH| 316.75000 316.75| 550.00000 550.00| 540.00000 540.00 SIGNAL SERVICE | | | 0078 805-78467 17.000 m | 5.98000 101.66| 3.30000 56.10| 3.24000 55.08 SIGNAL CABLE, 3C 8GA. | | | 0079 805-78485 100.000 m | 5.42000 542.00| 3.30000 330.00| 3.24000 324.00 SIGNAL CABLE, 5C 14GA. | | | 0080 805-78490 214.000 m | 5.69000 1217.66| 3.30000 706.20| 3.24000 693.36 SIGNAL CABLE, 7C 14GA. | | | 0081 805-78510 853.000 m | 3.28000 2797.84| 2.20000 1876.60| 2.16000 1842.48 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0082 805-78785 8.000 EACH| 636.29000 5090.32| 575.00000 4600.00| 567.00000 4536.00 SIGNAL DETECTOR HOUSING | | | 0083 805-78795 313.000 m | 21.44000 6710.72| 20.00000 6260.00| 19.44000 6084.72 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0084 805-78925 1.000 EACH| 989.72000 989.72| 500.00000 500.00| 486.00000 486.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0085 805-81032 4.000 EACH| 2207.66000 8830.64| 3300.00000 13200.00| 3240.00000 12960.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0086 805-92504 5.000 EACH| 173.61000 868.05| 220.00000 1100.00| 216.00000 1080.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0087 808-06701 280.000 m | 1.05000 294.00| 1.10000 308.00| 1.08000 302.40 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0088 808-06703 288.000 m | 1.00000 288.00| 1.05000 302.40| 1.03000 296.64 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0089 808-06713 715.000 m | 0.42000 300.30| 0.45000 321.75| 0.44000 314.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0090 808-75245 1055.000 m | 1.00000 1055.00| 1.05000 1107.75| 1.03000 1086.65 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0091 808-75278 165.000 m | 3.89000 641.85| 4.00000 660.00| 4.00000 660.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0092 808-75297 42.200 m | 6.32000 266.70| 6.50000 274.30| 6.48000 273.46 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0093 808-75320 10.000 EACH| 44.21000 442.10| 45.00000 450.00| 45.36000 453.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1618530 |(6) 35-1057871 |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI|SMOCK FANSLER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 808-75325 6.000 EACH| 56.84000 341.04| 58.00000 348.00| 58.32000 349.92 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0095 808-75996 94.000 EACH| 52.63000 4947.22| 20.00000 1880.00| 0.00000 0.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0096 808-75998 121.000 EACH| 22.10000 2674.10| 23.00000 2783.00| 22.68000 2744.28 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0097 808-92027 806.000 m | 2.00000 1612.00| 2.00000 1612.00| 2.05000 1652.30 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0098 621-01004 2.000 EACH| 315.78000 631.56| 325.00000 650.00| 648.00000 1296.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 1,042,085.15| $ 1,096,033.00| $ 1,132,303.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,042,085.15| $ 1,096,033.00| $ 1,132,303.39 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 27900.00000 27900.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1950.00000 19500.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 55000.00000 55000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 58259.89000 58259.89| | CLEARING RIGHT OF WAY | | | 0005 202-02271 1.000 EACH| 861.80000 861.80| | HEADWALL, REMOVE | | | 0006 202-60820 8288.000 m2 | 1.40000 11603.20| | SURFACE MILLING, ASPHALT | | | 0007 202-78515 LUMP| 2170.67000 2170.67| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 202-93047 2.000 EACH| 861.88000 1723.76| | MANHOLE, REMOVE | | | 0009 202-96133 250.000 m | 52.13000 13032.50| | PIPE, REMOVE | | | 0010 203-02000 2676.000 m3 | 35.86000 95961.36| | EXCAVATION, COMMON | | | 0011 205-02224 1584.000 m | 5.28000 8363.52| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 20.000 m | 16.62000 332.40| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 1.000 EACH| 52.77000 52.77| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02236 7.000 EACH| 52.77000 369.39| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 205-02237 18.000 EACH| 21.11000 379.98| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0016 207-06499 5721.000 m2 | 4.09000 23398.89| | SUBGRADE TREATMENT | | | 0017 211-02060 1177.000 m3 | 47.77000 56225.29| | B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 303-52308 622.000 Mg | 20.47000 12732.34| | COMPACTED AGGREGATE, O, 53 | | | 0019 303-98541 327.000 Mg | 23.44000 7664.88| | COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0020 401-06264 LUMP| 1100.00000 1100.00| | PROFILOGRAPH, HMA | | | 0021 402-05468 2624.000 Mg | 38.61000 101312.64| | HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 712.000 Mg | 39.88000 28394.56| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 968.000 Mg | 49.01000 47441.68| | HMA SURFACE 9.5 mm, MAINLINE | | | 0024 402-05481 350.000 Mg | 45.69000 15991.50| | HMA BASE 25.0 mm, SHOULDER | | | 0025 404-05511 539.000 m2 | 4.70000 2533.30| | SEAL COAT, 2 | | | 0026 406-05520 5.620 Mg | 180.00000 1011.60| | ASPHALT FOR TACK COAT | | | 0027 605-06140 777.200 m | 51.49000 40018.03| | CURB AND GUTTER, CONCRETE | | | 0028 610-05527 59.000 Mg | 97.57000 5756.63| | HMA FOR APPROACHES | | | 0029 611-05330 920.000 m2 | 49.84000 45852.80| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 611-06497 19.000 EACH| 135.09000 2566.71| | MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 28.000 EACH| 143.54000 4019.12| | RIGHT OF WAY MARKER | | | 0032 616-05689 64.000 Mg | 74.48000 4766.72| | RIPRAP, CLASS 2 | | | 0033 621-06560 5825.000 m2 | 0.47000 2737.75| | MULCHED SEEDING, U | | | 0034 621-06574 729.000 m2 | 8.35000 6087.15| | SODDING | | | 0035 714-04661 19.500 m | 2852.06000 55615.17| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3300 mm X 1800 mm | | | 0036 714-44240 2.000 m3 | 1267.47000 2534.94| | CONCRETE, A, STRUCTURES | | | 0037 715-05024 70.400 m | 250.43000 17630.27| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 715-05149 531.100 m | 131.22000 69690.94| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0039 715-05151 230.300 m | 147.88000 34056.76| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0040 715-05152 89.300 m | 147.44000 13166.39| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0041 715-05154 92.700 m | 204.29000 18937.68| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0042 715-05156 25.800 m | 216.75000 5592.15| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0043 715-06566 3.500 m | 207.73000 727.06| | PIPE EXTENSION, CIRCULAR, 150 mm | | | 0044 715-46005 2.000 EACH| 714.42000 1428.84| | PIPE END SECTION, 375 mm | | | 0045 715-46010 1.000 EACH| 942.47000 942.47| | PIPE END SECTION, 450 mm | | | 0046 715-46040 1.000 EACH| 1436.22000 1436.22| | PIPE END SECTION, 900 mm | | | 0047 720-45045 1.000 EACH| 1994.01000 1994.01| | INLET, J10 | | | 0048 720-45065 2.000 EACH| 2920.66000 5841.32| | INLET, N12 | | | 0049 720-45070 5.000 EACH| 2112.29000 10561.45| | INLET, P12A | | | 0050 720-45155 4.000 EACH| 1994.01000 7976.04| | INLET, M10, MODIFIED | | | 0051 720-45270 1.000 EACH| 1581.79000 1581.79| | PIPE CATCH BASIN, 450 mm | | | 0052 720-45410 6.000 EACH| 2107.69000 12646.14| | MANHOLE, C4 | | | 0053 720-93409 5.000 EACH| 2411.98000 12059.90| | INLET, B15, MODIFIED | | | 0054 720-93411 2.000 EACH| 2430.35000 4860.70| | INLET, C15, MODIFIED | | | 0055 720-95422 4.000 EACH| 2651.96000 10607.84| | MANHOLE, J4 | | | 0056 720-98174 2.000 EACH| 2400.50000 4801.00| | INLET, B15 | | | 0057 801-04308 4.000 EACH| 306.07000 1224.28| | ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06207 1860.000 m | 3.38000 6286.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06605 12.000 EACH| 153.03000 1836.36| | BARRICADE, IIIA | | | 0060 801-06640 36.000 EACH| 116.10000 4179.60| | CONSTRUCTION SIGN, A | | | 0061 801-06710 150.000 DAY | 18.38000 2757.00| | FLASHING ARROW SIGN | | | 0062 801-06775 LUMP| 72909.60000 72909.60| | MAINTAINING TRAFFIC | | | 0063 802-05701 31.800 m | 32.14000 1022.05| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0064 802-05702 7.600 m | 28.74000 218.42| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0065 802-76025 5.130 m2 | 159.62000 818.85| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0066 802-76035 3.240 m2 | 165.07000 534.83| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0067 802-76045 1.620 m2 | 175.98000 285.09| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0068 805-01815 4.000 EACH| 1443.35000 5773.40| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0069 805-01842 8.000 EACH| 796.72000 6373.76| | HANDHOLE, SIGNAL | | | 0070 805-02087 LUMP| 487.15000 487.15| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0071 805-02503 934.000 m | 0.32000 298.88| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0072 805-06592 399.000 m | 31.85000 12708.15| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0073 805-78100 1.000 EACH| 7163.97000 7163.97| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0074 805-78205 8.000 EACH| 620.16000 4961.28| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0075 805-78415 4.000 EACH| 867.61000 3470.44| | SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 805-78420 4.000 EACH| 230.28000 921.12| | DISCONNECT HANGER | | | 0077 805-78445 1.000 EACH| 317.60000 317.60| | SIGNAL SERVICE | | | 0078 805-78467 17.000 m | 5.99000 101.83| | SIGNAL CABLE, 3C 8GA. | | | 0079 805-78485 100.000 m | 5.44000 544.00| | SIGNAL CABLE, 5C 14GA. | | | 0080 805-78490 214.000 m | 5.71000 1221.94| | SIGNAL CABLE, 7C 14GA. | | | 0081 805-78510 853.000 m | 3.29000 2806.37| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0082 805-78785 8.000 EACH| 637.99000 5103.92| | SIGNAL DETECTOR HOUSING | | | 0083 805-78795 313.000 m | 21.50000 6729.50| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0084 805-78925 1.000 EACH| 992.36000 992.36| | CONTROLLER CABINET FOUNDATION, P1 | | | 0085 805-81032 4.000 EACH| 2213.55000 8854.20| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0086 805-92504 5.000 EACH| 174.07000 870.35| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0087 808-06701 280.000 m | 0.78000 218.40| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0088 808-06703 288.000 m | 0.78000 224.64| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0089 808-06713 715.000 m | 0.85000 607.75| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0090 808-75245 1055.000 m | 0.78000 822.90| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0091 808-75278 165.000 m | 6.33000 1044.45| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0092 808-75297 42.200 m | 12.66000 534.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0093 808-75320 10.000 EACH| 47.49000 474.90| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 140 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,521.63 ROUTE : US 40 CALL ORDER : 140 CONTRACT ID : R -26195-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 808-75325 6.000 EACH| 63.33000 379.98| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0095 808-75996 94.000 EACH| 5.28000 496.32| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0096 808-75998 121.000 EACH| 35.88000 4341.48| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0097 808-92027 806.000 m | 2.01000 1620.06| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0098 621-01004 2.000 EACH| 316.63000 633.26| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 1,172,983.40| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,172,983.40| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 144 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 157,300.03 ROUTE : MILL ST CALL ORDER : 144 CONTRACT ID : R -26210-B COUNTIES : WAYNE LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 674K1C314 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 157,855.00 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PARKING LOT IMPROVEMENT | | | 0001 105-06845 LUMP| 4000.00000 4000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1950.00000 7800.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 7500.00000 7500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| | CLEARING RIGHT OF WAY | | | 0005 203-02000 753.000 CYS | 20.00000 15060.00| | EXCAVATION, COMMON | | | 0006 205-02224 148.000 LFT | 2.50000 370.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 210-07298 LUMP| 5123.04000 5123.04| | DUMPSTER ENCLOSURE | | | 0008 303-05692 1.600 TON | 170.00000 272.00| | STONE, NO. 8 | | | 0009 303-52308 426.600 TON | 17.00000 7252.20| | COMPACTED AGGREGATE, O, 53 | | | 0010 402-05468 186.800 TON | 69.00000 12889.20| | HMA BASE 25.0 mm, MAINLINE | | | 0011 402-05474 143.700 TON | 75.00000 10777.50| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0012 402-05477 85.700 TON | 87.00000 7455.90| | HMA SURFACE 9.5 mm, MAINLINE | | | 0013 502-06330 4.300 SYS | 325.00000 1397.50| | PCCP, 13 IN. | | | 0014 603-03829 120.000 LFT | 70.00000 8400.00| | FENCE , WOOD, 72 IN. | | | 0015 604-01920 183.600 SYS | 85.00000 15606.00| | CONCRETE PAVERS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 144 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 157,300.03 ROUTE : MILL ST CALL ORDER : 144 CONTRACT ID : R -26210-B COUNTIES : WAYNE LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 604-01920 40.400 SYS | 120.00000 4848.00| | CONCRETE PAVERS , CURB RAMP | | | 0017 604-01920 93.200 SYS | 115.00000 10718.00| | CONCRETE PAVERS , SIDEWALK | | | 0018 604-02019 388.000 LFT | 24.00000 9312.00| | EDGE RESTRAINTS FOR PAVERS | | | 0019 605-06120 437.000 LFT | 24.00000 10488.00| | CURB, CONCRETE | | | 0020 605-06125 25.000 LFT | 60.00000 1500.00| | CURB, CONCRETE, MODIFIED | | | 0021 621-01004 1.000 EACH| 445.00000 445.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06560 642.000 SYS | 0.73000 468.66| | MULCHED SEEDING, U | | | 0023 621-06574 113.000 SYS | 14.00000 1582.00| | SODDING | | | 0024 622-05644 3.000 EACH| 180.00000 540.00| | PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 48 TO 72 IN. | | | 0025 622-05649 3.000 EACH| 190.00000 570.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0026 622-05650 3.000 EACH| 270.00000 810.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0027 801-06606 4.000 EACH| 73.00000 292.00| | BARRICADE, IIIB | | | 0028 801-06640 8.000 EACH| 52.00000 416.00| | CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 750.00000 750.00| | MAINTAINING TRAFFIC | | | 0030 805-06595 80.000 LFT | 10.50000 840.00| | CONDUIT, PVC, 2 IN. | | | 0031 807-04113 2.000 EACH| 375.00000 750.00| | CONCRETE FOUNDATION WITH GROUNDING, 1 | | | FT-8 IN X 4 FT-O IN | | | 0032 807-94480 2.000 EACH| 2425.00000 4850.00| | LIGHT STANDARD, INSTALL | | | 0033 808-06713 336.000 LFT | 2.00000 672.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 144 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 157,300.03 ROUTE : MILL ST CALL ORDER : 144 CONTRACT ID : R -26210-B COUNTIES : WAYNE LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-97664 1.000 EACH| 100.00000 100.00| | PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 157,855.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 157,855.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-70 CALL ORDER : 150 CONTRACT ID : R -26212-C COUNTIES : CLAY MONTGOMERY LETTING DATE : 07/16/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0703225 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,925,088.33 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 154 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,471.81 ROUTE : CALL ORDER : 154 CONTRACT ID : R -26239-B COUNTIES : JASPER LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/28/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674M6403 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 853,303.52 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 962,924.27 112.8466% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PARKING LOT IMPROVEMENT | | | 0001 105-06845 LUMP| 16740.00000 16740.00| 9170.00000 9170.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1500.00000 6000.00| 4000.00000 16000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 42660.00000 42660.00| 48000.00000 48000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 10.000 SYS | 5.00000 50.00| 40.00000 400.00| PAVEMENT, REMOVE | | | 0005 202-02278 47.000 LFT | 15.00000 705.00| 10.00000 470.00| CURB, CONCRETE, REMOVE | | | 0006 202-04089 38.000 EACH| 10.00000 380.00| 10.00000 380.00| SIGN, SHEET, REMOVE | | | 0007 202-04791 19.000 EACH| 18.00000 342.00| 18.00000 342.00| PARKING BARRIER, REMOVE | | | 0008 202-52710 33.000 SYS | 11.50000 379.50| 16.00000 528.00| SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 140.000 SYS | 16.85000 2359.00| 8.00000 1120.00| SURFACE MILLING, ASPHALT | | | 0010 202-91922 12.000 EACH| 100.00000 1200.00| 125.00000 1500.00| STUMP, REMOVE | | | 0011 202-94747 1.000 EACH| 25.00000 25.00| 115.00000 115.00| POST, REMOVE | | | 0012 202-96133 80.000 LFT | 8.00000 640.00| 10.00000 800.00| PIPE, REMOVE | | | 0013 203-02000 2100.000 CYS | 4.75000 9975.00| 28.00000 58800.00| EXCAVATION, COMMON | | | 0014 203-02070 2000.000 CYS | 14.25000 28500.00| 18.00000 36000.00| BORROW | | | 0015 211-02060 44.000 CYS | 30.00000 1320.00| 31.00000 1364.00| B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 154 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,471.81 ROUTE : CALL ORDER : 154 CONTRACT ID : R -26239-B COUNTIES : JASPER LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 303-52308 3475.000 TON | 10.95000 38051.25| 22.00000 76450.00| COMPACTED AGGREGATE, O, 53 | | | 0017 305-05204 16.000 TON | 190.00000 3040.00| 100.00000 1600.00| HMA FOR PATCHING | | | 0018 402-05468 2910.000 TON | 38.00000 110580.00| 38.00000 110580.00| HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 5390.000 TON | 39.00000 210210.00| 40.00000 215600.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 4205.000 TON | 43.50000 182917.50| 46.00000 193430.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05495 166.000 TON | 53.00000 8798.00| 55.00000 9130.00| HMA WEDGE AND LEVEL | | | 0022 406-05520 15.200 TON | 140.00000 2128.00| 540.00000 8208.00| ASPHALT FOR TACK COAT | | | 0023 601-90027 1081.000 LFT | 29.50000 31889.50| 25.00000 27025.00| GUARD RAIL, WOOD BEAM | | | 0024 603-04099 32.000 EACH| 200.00000 6400.00| 325.00000 10400.00| PIPE BOLLARD | | | 0025 603-06065 20.000 LFT | 10.50000 210.00| 40.00000 800.00| FENCE, CHAIN LINK, RESET | | | 0026 604-05528 72.000 TON | 75.00000 5400.00| 58.00000 4176.00| SIDEWALK, HMA | | | 0027 604-91531 570.000 SYS | 35.00000 19950.00| 38.00000 21660.00| SIDEWALK, CONCRETE, 4 IN. | | | 0028 613-90513 3170.000 CYS | 15.20000 48184.00| 11.00000 34870.00| SALVAGE ROAD MATERIAL FOR BASE | | | 0029 615-06496 368.000 EACH| 46.00000 16928.00| 46.00000 16928.00| PARKING BARRIER | | | 0030 621-01004 1.000 EACH| 400.00000 400.00| 400.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 11750.000 SYS | 0.48000 5640.00| 0.48000 5640.00| MULCHED SEEDING, R | | | 0032 702-94656 37.500 CYS | 200.00000 7500.00| 180.00000 6750.00| CONCRETE, B | | | 0033 715-05149 433.000 LFT | 21.50000 9309.50| 22.00000 9526.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0034 715-05152 186.000 LFT | 18.00000 3348.00| 26.00000 4836.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0035 715-05168 134.000 LFT | 17.00000 2278.00| 24.00000 3216.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 154 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,471.81 ROUTE : CALL ORDER : 154 CONTRACT ID : R -26239-B COUNTIES : JASPER LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 715-05171 63.000 LFT | 22.00000 1386.00| 24.00000 1512.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0037 715-46000 6.000 EACH| 178.00000 1068.00| 560.00000 3360.00| PIPE END SECTION, 12 IN. | | | 0038 715-46010 3.000 EACH| 205.00000 615.00| 640.00000 1920.00| PIPE END SECTION, 18 IN. | | | 0039 720-45005 4.000 EACH| 1700.00000 6800.00| 1100.00000 4400.00| INLET, A2 | | | 0040 720-45105 3.000 EACH| 1825.00000 5475.00| 1100.00000 3300.00| INLET, A2, MODIFIED | | | 0041 720-45400 1.000 EACH| 1750.00000 1750.00| 1100.00000 1100.00| MANHOLE, A4 | | | 0042 720-90455 1.000 EACH| 1830.00000 1830.00| 1100.00000 1100.00| MANHOLE, B2 | | | 0043 802-02158 2.000 EACH| 170.00000 340.00| 250.00000 500.00| SIGN, PANEL, REMOVE AND REINSTALL | | | 0044 802-76025 21.000 SFT | 50.00000 1050.00| 100.00000 2100.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0045 802-96994 504.000 LFT | 9.75000 4914.00| 7.50000 3780.00| SIGN POST, WOOD, 4 IN. X 6 IN. | | | 0046 808-06713 12200.000 LFT | 0.25000 3050.00| 0.25000 3050.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-75007 171.000 LFT | 0.37000 63.27| 0.37000 63.27| LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0048 808-97222 35.000 EACH| 15.00000 525.00| 15.00000 525.00| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 853,303.52| $ 962,924.27| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 853,303.52| $ 962,924.27| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,527,393.21 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26250-A COUNTIES : ALLEN LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/30/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : F024003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 6,381,142.22 100.0000% 2 35-1139301 E & B PAVING, INC. $ 6,520,676.49 102.1866% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1139301 | |PRIMCO, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT | | | 0001 105-06845 LUMP| 218023.94000 218023.94| 184234.98000 184234.98| CONSTRUCTION ENGINEERING | | | 0002 105-07040 24.000 MOS | 2759.55000 66229.20| 963.05000 23113.20| FIELD OFFICE, C | | | 0003 110-01001 LUMP| 457980.07000 457980.07| 326034.83000 326034.83| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 155717.13000 155717.13| 97810.45000 97810.45| CLEARING RIGHT OF WAY | | | 0005 202-01261 2.000 EACH| 600.00000 1200.00| 1545.00000 3090.00| TESTING FOR ASBESTOS | | | 0006 202-02240 4025.120 m2 | 11.20000 45081.34| 14.42000 58042.23| PAVEMENT, REMOVE | | | 0007 202-03000 LUMP| 25197.50000 25197.50| 6180.00000 6180.00| HOUSES AND BUILDINGS, REMOVE Parcel 19 | | | 0008 202-03000 LUMP| 39992.00000 39992.00| 8240.00000 8240.00| HOUSES AND BUILDINGS, REMOVE Parcel 20 | | | 0009 202-03135 25.000 m2 | 900.00000 22500.00| 103.00000 2575.00| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0010 202-60820 1607.400 m2 | 6.25000 10046.25| 4.06000 6526.04| SURFACE MILLING, ASPHALT | | | 0011 203-02000 25246.000 m3 | 9.80000 247410.80| 26.78000 676087.88| EXCAVATION, COMMON | | | 0012 203-02070 8533.000 m3 | 11.50000 98129.50| 11.33000 96678.89| BORROW | | | 0013 203-06499 41602.000 m2 | 4.85000 201769.70| 4.22000 175560.44| SUBGRADE TREATMENT | | | 0014 205-02224 620.000 m | 6.82000 4228.40| 5.89000 3651.80| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,527,393.21 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26250-A COUNTIES : ALLEN LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1139301 | |PRIMCO, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-02236 7.000 EACH| 82.00000 574.00| 61.80000 432.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 91.000 EACH| 57.70000 5250.70| 51.50000 4686.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 205-06931 80.700 Mg | 34.00000 2743.80| 21.63000 1745.54| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06936 231.340 Mg | 30.00000 6940.20| 19.57000 4527.32| TEMPORARY SEDIMENT TRAP | | | 0019 211-02060 3779.340 m3 | 21.50000 81255.81| 24.72000 93425.28| B BORROW FOR STRUCTURE BACKFILL | | | 0020 213-52830 35.760 m3 | 196.00000 7008.96| 95.79000 3425.45| FLOWABLE MORTAR | | | 0021 303-04075 68.750 Mg | 38.95000 2677.81| 22.64000 1556.50| COMPACTED AGGREGATE, O, 73 | | | 0022 303-52308 5278.000 Mg | 21.85000 115324.30| 13.54000 71464.12| COMPACTED AGGREGATE, O, 53 | | | 0023 304-06464 7629.240 m3 | 36.50000 278467.26| 33.04000 252070.09| SUBBASE FOR PCCP | | | 0024 305-05204 30.420 Mg | 60.63000 1844.36| 100.80000 3066.34| HMA FOR PATCHING | | | 0025 305-05206 133.540 Mg | 100.27000 13390.06| 114.02000 15226.23| WIDENING WITH HMA | | | 0026 401-05437 6146.310 Mg | 35.38000 217456.45| 38.42000 236141.23| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 2242.580 Mg | 35.38000 79342.48| 47.02000 105446.11| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 1481.990 Mg | 37.48000 55544.99| 59.82000 88652.64| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0031 402-05475 2139.500 Mg | 28.66000 61318.07| 41.60000 89003.20| HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0033 402-05481 3722.710 Mg | 25.90000 96418.19| 35.64000 132677.38| HMA BASE 25.0 mm, SHOULDER | | | 0034 404-05511 8984.050 m2 | 1.20000 10780.86| 1.48000 13296.39| SEAL COAT, 2 | | | 0035 406-05520 17.490 Mg | 154.32000 2699.06| 175.62000 3071.59| ASPHALT FOR TACK COAT | | | 0036 501-06266 LUMP| 7683.00000 7683.00| 5250.46000 5250.46| PROFILOGRAPH, PCCP | | | 0038 503-05240 5695.800 m | 25.00000 142395.00| 18.10000 103093.98| D-1 CONTRACTION JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,527,393.21 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26250-A COUNTIES : ALLEN LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1139301 | |PRIMCO, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 601-01522 6.000 EACH| 1300.00000 7800.00| 1339.00000 8034.00| GUARDRAIL TRANSITION TYPE TGB | | | 0040 601-05999 9.000 EACH| 30.00000 270.00| 30.90000 278.10| CURVED TERMINAL END | | | 0041 601-06224 1.000 EACH| 44792.50000 44792.50| 42127.00000 42127.00| IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0042 601-94689 4.000 EACH| 2300.00000 9200.00| 2369.00000 9476.00| GUARDRAIL END TREATMENT, OS | | | 0043 601-99105 920.000 m | 30.00000 27600.00| 30.90000 28428.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0044 604-91531 7.200 m2 | 59.50000 428.40| 66.88000 481.54| SIDEWALK, CONCRETE, 100 mm | | | 0045 605-06090 1524.680 m | 19.75000 30112.43| 27.72000 42264.13| CURB, INTEGRAL, CONCRETE | | | 0046 605-06095 272.900 m | 28.95000 7900.46| 27.72000 7564.79| CURB, INTEGRAL, B, CONCRETE | | | 0047 605-06120 1086.310 m | 39.50000 42909.25| 33.83000 36749.87| CURB, CONCRETE | | | 0048 605-06140 2435.070 m | 32.50000 79139.78| 38.70000 94237.21| CURB AND GUTTER, CONCRETE MODIFIED | | | 0049 605-06145 360.000 m | 45.00000 16200.00| 44.23000 15922.80| CURB AND GUTTER, B, CONCRETE | | | 0051 605-06215 602.130 m | 81.50000 49073.60| 70.04000 42173.19| CENTER CURB, D, CONCRETE | | | 0052 610-05527 880.580 Mg | 48.23000 42470.37| 72.86000 64159.06| HMA FOR APPROACHES | | | 0053 611-05330 1261.000 m2 | 39.50000 49809.50| 38.56000 48624.16| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0054 611-06497 13.000 EACH| 125.00000 1625.00| 128.75000 1673.75| MAILBOX ASSEMBLY, SINGLE | | | 0055 611-06498 3.000 EACH| 165.00000 495.00| 169.95000 509.85| MAILBOX ASSEMBLY, DOUBLE | | | 0056 615-06500 1.000 EACH| 395.00000 395.00| 406.85000 406.85| MONUMENT, A | | | 0057 615-06505 17.000 EACH| 415.00000 7055.00| 427.45000 7266.65| MONUMENT, B | | | 0058 615-06510 4.000 EACH| 295.00000 1180.00| 303.85000 1215.40| MONUMENT, C | | | 0059 615-06515 13.000 EACH| 105.00000 1365.00| 108.15000 1405.95| MONUMENT, D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,527,393.21 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26250-A COUNTIES : ALLEN LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1139301 | |PRIMCO, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 615-06527 4.000 EACH| 315.00000 1260.00| 324.45000 1297.80| MONUMENT, SECTION CORNER | | | 0061 616-02320 529.200 m2 | 2.85000 1508.22| 2.99000 1582.31| GEOTEXTILES | | | 0062 616-06405 339.400 Mg | 21.25000 7212.25| 22.66000 7690.80| RIPRAP, REVETMENT | | | 0063 620-07308 502.846 m2 | 265.00000 133254.19| 231.75000 116534.56| NOISE ABATEMENT WALL, PRECAST CONCRETE | | | 0064 621-06545 2.194 Mg | 715.00000 1568.71| 736.45000 1615.77| FERTILIZER | | | 0065 621-06554 402.310 kg | 8.66000 3484.00| 8.92000 3588.61| SEED MIXTURE, U | | | 0066 621-06565 10.970 Mg | 546.00000 5989.62| 562.38000 6169.31| MULCHING MATERIAL | | | 0067 621-06567 188.000 kL | 0.50000 94.00| 0.52000 97.76| WATER | | | 0068 621-06575 10683.400 m2 | 3.33000 35575.72| 3.43000 36644.06| SODDING, NURSERY | | | 0069 621-93582 38.000 m3 | 126.50000 4807.00| 118.45000 4501.10| MULCH, STONE | | | 0070 622-05651 50.000 EACH| 350.00000 17500.00| 360.50000 18025.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0071 622-52436 45.000 EACH| 20.00000 900.00| 20.60000 927.00| SIGN, DO NOT MOW OR SPRAY | | | 0072 622-91786 5780.000 EACH| 7.00000 40460.00| 7.21000 41673.80| SEEDLING | | | 0073 703-51030 2694.000 kg | 2.90000 7812.60| 0.93000 2505.42| REINFORCING STEEL GRADE 60 | | | 0074 714-04802 25.100 m2 | 527.75000 13246.53| 463.50000 11633.85| CONCRETE MODULAR BLOCK WALL | | | 0075 714-07305 22.000 m | 2460.25000 54125.50| 2542.04000 55924.88| CONCRETE CULVERT EXTENSION, PRECAST | | | REINFORCED CONCRETE BOX SECTION, 1800 | | | mm X 1500 mm | | | 0076 714-26717 53.000 m | 3225.36000 170944.08| 2929.32000 155253.96| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0077 714-44240 48.700 m3 | 500.00000 24350.00| 463.50000 22572.45| CONCRETE, A, STRUCTURES | | | 0078 715-05048 6792.900 m | 13.50000 91704.15| 11.33000 76963.56| PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,527,393.21 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26250-A COUNTIES : ALLEN LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1139301 | |PRIMCO, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 715-05053 302.500 m | 34.80000 10527.00| 41.20000 12463.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0080 715-05118 20.500 m | 91.00000 1865.50| 141.11000 2892.76| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0081 715-05119 80.000 m | 96.25000 7700.00| 148.32000 11865.60| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0082 715-05151 2198.500 m | 116.25000 255575.63| 92.70000 203800.95| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0083 715-05152 366.500 m | 120.00000 43980.00| 103.00000 37749.50| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0084 715-05154 243.900 m | 139.00000 33902.10| 126.69000 30899.69| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0085 715-05228 10.000 m | 197.00000 1970.00| 243.08000 2430.80| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.15 | | | m2 | | | 0086 715-46005 12.000 EACH| 180.00000 2160.00| 200.85000 2410.20| PIPE END SECTION, 375 mm | | | 0087 718-06529 16.000 EACH| 400.00000 6400.00| 453.20000 7251.20| OUTLET PROTECTOR, 2 | | | 0088 718-06532 1000.000 m | 3.15000 3150.00| 3.09000 3090.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0089 718-52610 1665.500 m3 | 29.85000 49715.18| 36.05000 60041.28| AGGREGATE FOR UNDERDRAINS | | | 0090 718-99153 19588.300 m2 | 2.30000 45053.09| 0.82000 16062.41| GEOTEXTILES FOR UNDERDRAIN | | | 0091 720-44000 10.000 EACH| 275.00000 2750.00| 412.00000 4120.00| CASTING, ADJUST TO GRADE | | | 0092 720-45005 1.000 EACH| 1000.00000 1000.00| 1542.94000 1542.94| INLET, A2 | | | 0093 720-45010 1.000 EACH| 950.00000 950.00| 1485.26000 1485.26| INLET, A3 | | | 0094 720-45030 6.000 EACH| 1250.00000 7500.00| 1438.91000 8633.46| INLET, E7 | | | 0095 720-45035 1.000 EACH| 1000.00000 1000.00| 1438.91000 1438.91| INLET, F7 | | | 0096 720-45045 51.000 EACH| 1600.00000 81600.00| 1695.38000 86464.38| INLET, J10 | | | 0097 720-45055 29.000 EACH| 1600.00000 46400.00| 1695.38000 49166.02| INLET, M10 | | | 0098 720-45065 1.000 EACH| 2900.00000 2900.00| 2996.27000 2996.27| INLET, N12 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,527,393.21 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26250-A COUNTIES : ALLEN LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1139301 | |PRIMCO, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 720-45069 2.000 EACH| 1950.00000 3900.00| 2299.99000 4599.98| INLET, P12 | | | 0100 720-45145 2.000 EACH| 1400.00000 2800.00| 1762.33000 3524.66| INLET, J10, MODIFIED | | | 0101 720-45155 6.000 EACH| 1400.00000 8400.00| 1762.33000 10573.98| INLET, M10, MODIFIED | | | 0102 720-45410 41.000 EACH| 1775.00000 72775.00| 2308.23000 94637.43| MANHOLE, C4 | | | 0103 720-45605 8.000 m | 500.00000 4000.00| 340.93000 2727.44| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0104 720-94612 1.000 EACH| 3600.00000 3600.00| 8652.00000 8652.00| MANHOLE, K4 | | | 0105 720-95422 1.000 EACH| 2400.00000 2400.00| 4598.95000 4598.95| MANHOLE, J4 | | | 0106 720-98174 2.000 EACH| 1700.00000 3400.00| 2108.41000 4216.82| INLET, B15 | | | 0107 720-98555 2.000 EACH| 1700.00000 3400.00| 2108.41000 4216.82| INLET, C15 | | | 0108 720-98625 2.000 EACH| 2000.00000 4000.00| 3545.26000 7090.52| MANHOLE, C4, DROP | | | 0109 801-04308 6.000 EACH| 565.00000 3390.00| 581.95000 3491.70| ROAD CLOSURE SIGN ASSEMBLY | | | 0110 801-06203 4336.200 m | 0.45000 1951.29| 0.46000 1994.65| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0111 801-06207 5346.000 m | 3.28000 17534.88| 3.38000 18069.48| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0112 801-06606 30.000 EACH| 220.00000 6600.00| 226.60000 6798.00| BARRICADE, IIIB | | | 0113 801-06625 4.000 EACH| 138.00000 552.00| 142.14000 568.56| DETOUR ROUTE MARKER ASSEMBLY | | | 0114 801-06640 23.000 EACH| 225.00000 5175.00| 231.75000 5330.25| CONSTRUCTION SIGN, A | | | 0115 801-06645 8.000 EACH| 40.00000 320.00| 41.20000 329.60| CONSTRUCTION SIGN, B | | | 0116 801-06710 300.000 DAY | 15.00000 4500.00| 15.45000 4635.00| FLASHING ARROW SIGN | | | 0117 801-06775 LUMP| 147940.80000 147940.80| 96130.35000 96130.35| MAINTAINING TRAFFIC | | | 0118 802-05701 126.390 m | 29.00000 3665.31| 30.66000 3875.12| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,527,393.21 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26250-A COUNTIES : ALLEN LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1139301 | |PRIMCO, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 802-76025 8.287 m2 | 125.00000 1035.87| 176.80000 1465.14| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0120 802-76035 24.646 m2 | 135.00000 3327.21| 173.85000 4284.71| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0121 802-76045 15.819 m2 | 135.00000 2135.57| 250.44000 3961.71| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0122 804-06770 16.000 EACH| 18.00000 288.00| 18.54000 296.64| DELINEATOR POST | | | 0123 805-01815 16.000 EACH| 1200.00000 19200.00| 1915.99000 30655.84| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0124 805-01842 23.000 EACH| 600.00000 13800.00| 630.54000 14502.42| HANDHOLE, SIGNAL | | | 0125 805-02328 370.150 m | 0.50000 185.08| 1.61000 595.94| SIGNAL CABLE, 1C 14GA. | | | 0126 805-02426 309.000 m | 14.40000 4449.60| 13.60000 4202.40| WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | | IN CONDUIT, 4 1C | | | 0127 805-02687 1.000 EACH| 4000.00000 4000.00| 2303.60000 2303.60| CONTROLLER CABINET AND CONTROLLER | | | INTERFACE, RELOCATE | | | 0128 805-04876 344.830 m | 4.50000 1551.74| 5.25000 1810.36| CABLE, INTERCONNECT , COMPUTER, 24C/22 | | | 0129 805-05695 3489.500 m | 12.00000 41874.00| 13.60000 47457.20| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 3 1/C | | | 0130 805-06592 1534.000 m | 21.00000 32214.00| 37.22000 57095.48| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0131 805-78100 3.000 EACH| 8645.00000 25935.00| 10328.97000 30986.91| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0132 805-78205 18.000 EACH| 420.00000 7560.00| 462.53000 8325.54| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0133 805-78215 6.000 EACH| 445.00000 2670.00| 487.46000 2924.76| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0134 805-78230 14.000 EACH| 600.00000 8400.00| 713.65000 9991.10| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,527,393.21 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26250-A COUNTIES : ALLEN LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1139301 | |PRIMCO, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 805-78415 16.000 EACH| 1200.00000 19200.00| 1227.08000 19633.28| SPAN, CATENARY, AND TETHER | | | 0136 805-78420 16.000 EACH| 200.00000 3200.00| 195.22000 3123.52| DISCONNECT HANGER | | | 0137 805-78445 4.000 EACH| 475.00000 1900.00| 471.92000 1887.68| SIGNAL SERVICE | | | 0138 805-78467 48.970 m | 6.00000 293.82| 4.28000 209.59| SIGNAL CABLE, 3C 8GA. | | | 0139 805-78480 200.000 m | 2.90000 580.00| 2.81000 562.00| SIGNAL CABLE, 3C 14GA. | | | 0140 805-78485 340.070 m | 3.00000 1020.21| 3.04000 1033.81| SIGNAL CABLE, 5C 14GA. | | | 0141 805-78490 699.940 m | 3.50000 2449.79| 3.38000 2365.80| SIGNAL CABLE, 7C 14GA. | | | 0142 805-78510 1957.030 m | 2.70000 5283.98| 2.70000 5283.98| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0143 805-78784 12.000 EACH| 170.00000 2040.00| 173.71000 2084.52| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0144 805-78785 31.000 EACH| 475.00000 14725.00| 819.20000 25395.20| SIGNAL DETECTOR HOUSING | | | 0145 805-78795 1258.800 m | 23.00000 28952.40| 22.51000 28335.59| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0146 805-78925 4.000 EACH| 540.00000 2160.00| 943.83000 3775.32| CONTROLLER CABINET FOUNDATION, P1 | | | 0147 805-81032 14.000 EACH| 2400.00000 33600.00| 2369.69000 33175.66| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0148 805-81060 2.000 EACH| 2800.00000 5600.00| 2709.59000 5419.18| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0149 805-86920 109.000 EACH| 14.00000 1526.00| 7.66000 834.94| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0150 805-86925 8.000 EACH| 18.00000 144.00| 17.11000 136.88| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0151 805-86930 95.000 EACH| 12.00000 1140.00| 6.42000 609.90| INSULATING LINK, NOT WATERPROOFED | | | 0152 805-86935 16.000 EACH| 16.00000 256.00| 16.72000 267.52| INSULATING LINK, WATERPROOFED | | | 0153 805-96197 1419.600 m | 0.46000 653.02| 2.59000 3676.76| WIRE, AWG, MTW, THHW, THWN, AWM, | | | GASOLINE AND OIL RESISTANT, NO 10 | | | COPPER STRANDED, 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,527,393.21 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26250-A COUNTIES : ALLEN LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1139301 | |PRIMCO, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 807-02191 2.000 EACH| 600.00000 1200.00| 305.83000 611.66| HANDHOLE, LIGHTING | | | 0155 807-02428 44.000 EACH| 600.00000 26400.00| 575.81000 25335.64| LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0156 807-83692 2.000 EACH| 925.00000 1850.00| 744.30000 1488.60| LIGHT POLE, 11.6 m E.M.H., 1.8 m MAST | | | ARM, ANCHOR BASE | | | 0157 807-83704 3.000 EACH| 990.00000 2970.00| 973.16000 2919.48| LIGHT POLE, 11.6 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0161 807-85704 6.000 EACH| 1125.00000 6750.00| 1122.72000 6736.32| LIGHT POLE, 11.6 m E.M.H., 3.7 m MAST | | | ARM, BREAKAWAY BASE | | | 0163 807-85756 1.000 EACH| 1180.00000 1180.00| 1146.51000 1146.51| LIGHT POLE, 12.2 m E.M.H., 3.7 m MAST | | | ARM, BREAKAWAY BASE | | | 0164 807-85808 11.000 EACH| 1200.00000 13200.00| 1242.82000 13671.02| LIGHT POLE, 12.8 m E.M.H., 3.7 m MAST | | | ARM, BREAKAWAY BASE | | | 0165 807-86620 46.000 EACH| 240.00000 11040.00| 224.67000 10334.82| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0166 807-86910 46.000 EACH| 24.00000 1104.00| 30.59000 1407.14| CONNECTOR KIT, UNFUSED | | | 0167 807-86915 46.000 EACH| 28.00000 1288.00| 31.72000 1459.12| CONNECTOR KIT, FUSED | | | 0168 808-03178 38.000 EACH| 102.00000 3876.00| 105.06000 3992.28| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0169 808-03179 32.000 EACH| 113.00000 3616.00| 116.39000 3724.48| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0170 808-06618 17.000 m | 5.70000 96.90| 5.87000 99.79| LINE, PREFORMED PLASTIC, DOTTED, WHITE, | | | 100 mm, 600 mm LINE, 2400 mm GAP | | | 0171 808-06701 314.700 m | 1.80000 566.46| 1.85000 582.20| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0172 808-06703 920.500 m | 1.80000 1656.90| 1.85000 1702.93| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 160 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,527,393.21 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26250-A COUNTIES : ALLEN LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1139301 | |PRIMCO, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0173 808-06705 30.000 m | 5.00000 150.00| 5.15000 154.50| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0174 808-06713 4950.600 m | 0.45000 2227.77| 0.46000 2277.28| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0175 808-06714 1939.000 m | 0.45000 872.55| 0.46000 891.94| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0176 808-06716 786.900 m | 3.28000 2581.03| 3.38000 2659.72| LINE, REMOVE | | | 0177 808-74812 347.150 m | 9.25000 3211.14| 9.53000 3308.34| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0178 808-75051 1025.500 m | 5.35000 5486.43| 5.51000 5650.51| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0179 808-75053 35.000 m | 11.00000 385.00| 11.33000 396.55| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0180 808-75054 5174.000 m | 0.01000 51.74| 0.01000 51.74| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0181 808-75059 305.700 m | 5.35000 1635.50| 5.51000 1684.41| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0182 808-75067 88.500 m | 47.15000 4172.78| 48.56000 4297.56| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0183 808-75069 168.000 m | 8.95000 1503.60| 9.22000 1548.96| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0184 808-75245 2438.200 m | 0.60000 1462.92| 0.62000 1511.68| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0185 808-75278 123.800 m | 8.10000 1002.78| 8.34000 1032.49| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0186 808-75297 113.700 m | 7.20000 818.64| 7.42000 843.65| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0187 808-75320 26.000 EACH| 70.00000 1820.00| 72.10000 1874.60| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 160 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,527,393.21 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26250-A COUNTIES : ALLEN LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1139301 | |PRIMCO, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0188 808-75325 22.000 EACH| 110.00000 2420.00| 113.30000 2492.60| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0189 108-01614 LUMP| 22764.00000 22764.00| 15141.00000 15141.00| PARTNERING OVERHEAD | | | 0190 203-02020 2300.000 m3 | 16.00000 36800.00| 14.42000 33166.00| EXCAVATION, UNCLASSIFIED | | | 0191 621-01004 3.000 EACH| 900.00000 2700.00| 695.25000 2085.75| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0192 715-05156 33.100 m | 230.00000 7613.00| 142.14000 4704.83| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0193 715-46060 2.000 EACH| 250.00000 500.00| 275.01000 550.02| PIPE END SECTION, MIN. AREA .21 m2 | | | 0194 715-46010 2.000 EACH| 230.00000 460.00| 264.71000 529.42| PIPE END SECTION, 450 mm | | | 0195 715-46020 2.000 EACH| 370.00000 740.00| 345.05000 690.10| PIPE END SECTION, 600 mm | | | 0196 807-83756 14.000 EACH| 1000.00000 14000.00| 1093.26000 15305.64| LIGHT POLE, 12.2 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0197 807-83808 5.000 EACH| 1075.00000 5375.00| 1117.06000 5585.30| LIGHT POLE, 12.8 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0198 807-85796 5.000 EACH| 1000.00000 5000.00| 1199.76000 5998.80| LIGHT POLE, 12.8 m E.M.H., 1.8 m MAST | | | ARM, BREAKAWAY BASE | | | 0199 807-86805 5.000 EACH| 1100.00000 5500.00| 2341.26000 11706.30| SERVICE POINT, I | | | 0200 501-06322 32292.000 m2 | 35.50000 1146366.00| 37.30000 1204491.60| QC/QA PCCP, 275 mm | | | 0201 605-06240 101.640 m2 | 85.95000 8735.96| 88.66000 9011.40| CENTER CURB, A, CONCRETE CORRUGATED | | | SECTION TOTALS | $ 6,381,142.22| $ 6,520,676.49| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,381,142.22| $ 6,520,676.49| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 308,434.65 ROUTE : CALL ORDER : 170 CONTRACT ID : R -26259-B COUNTIES : HENRY LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674J2C310 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 314,400.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 342,186.58 108.8379% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PARKING LOT IMPROVEMENT | | | 0001 105-06845 LUMP| 8500.00000 8500.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 15200.00000 15200.00| 17100.00000 17100.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 6000.00000 6000.00| 6200.00000 6200.00| CLEARING RIGHT OF WAY | | | 0004 203-02000 1410.600 CYS | 22.00000 31033.20| 20.00000 28212.00| EXCAVATION, COMMON | | | 0005 205-06933 3.000 EACH| 105.00000 315.00| 55.00000 165.00| TEMPORARY DITCH INLET PROTECTION | | | 0006 205-06937 905.800 LFT | 1.90000 1721.02| 1.55000 1403.99| TEMPORARY SILT FENCE | | | 0007 211-02060 32.300 CYS | 50.00000 1615.00| 18.00000 581.40| B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-04075 18.100 TON | 35.00000 633.50| 43.00000 778.30| COMPACTED AGGREGATE, O, 73 | | | 0009 303-52308 1677.500 TON | 16.00000 26840.00| 20.00000 33550.00| COMPACTED AGGREGATE, O, 53 | | | 0010 305-05204 36.000 TON | 75.00000 2700.00| 144.00000 5184.00| HMA FOR PATCHING | | | 0011 402-05468 698.400 TON | 40.00000 27936.00| 49.00000 34221.60| HMA BASE 25.0 mm, MAINLINE | | | 0012 402-05474 1733.100 TON | 35.00000 60658.50| 40.95000 70970.45| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0013 402-05477 1653.700 TON | 45.00000 74416.50| 48.50000 80204.45| HMA SURFACE 9.5 mm, MAINLINE | | | 0014 406-05520 7.700 TON | 200.00000 1540.00| 185.00000 1424.50| ASPHALT FOR TACK COAT | | | 0015 604-91531 272.700 SYS | 28.00000 7635.60| 39.00000 10635.30| SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 308,434.65 ROUTE : CALL ORDER : 170 CONTRACT ID : R -26259-B COUNTIES : HENRY LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 605-94285 6.000 LFT | 65.00000 390.00| 165.00000 990.00| CURB, CONCRETE RECONSTRUCTED | | | 0017 615-06496 173.000 EACH| 40.00000 6920.00| 40.00000 6920.00| PARKING BARRIER | | | 0018 621-01004 1.000 EACH| 560.00000 560.00| 560.00000 560.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06560 6395.600 SYS | 0.52000 3325.71| 0.28000 1790.77| MULCHED SEEDING, U | | | 0020 621-06574 308.700 SYS | 8.95000 2762.87| 3.50000 1080.45| SODDING | | | 0021 715-05115 31.000 LFT | 15.00000 465.00| 28.00000 868.00| PIPE, TYPE 1, CIRCULAR, 6 IN. | | | 0022 715-05116 45.000 LFT | 20.00000 900.00| 22.00000 990.00| PIPE, TYPE 1, CIRCULAR, 8 IN. | | | 0023 715-41045 174.000 LFT | 30.00000 5220.00| 25.00000 4350.00| PIPE, REINFORCED CONCRETE, 12 IN. | | | 0024 715-46000 1.000 EACH| 515.00000 515.00| 530.00000 530.00| PIPE END SECTION, 12 IN. | | | 0025 715-90836 2.000 EACH| 200.00000 400.00| 250.00000 500.00| PIPE END SECTION, 8 IN. | | | 0026 720-45030 2.000 EACH| 1400.00000 2800.00| 1750.00000 3500.00| INLET, E7 | | | 0027 720-45250 1.000 EACH| 1600.00000 1600.00| 1500.00000 1500.00| CATCH BASIN, K10 | | | 0028 722-60824 608.900 SYS | 7.00000 4262.30| 6.00000 3653.40| SURFACE MILLING | | | 0029 732-04961 LUMP| 4200.00000 4200.00| 4000.00000 4000.00| FOUNTAIN AND WATER LINE IMPROVEMENTS | | | 0030 801-06640 6.000 EACH| 60.00000 360.00| 60.00000 360.00| CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 6011.83000 6011.83| 3000.00000 3000.00| MAINTAINING TRAFFIC | | | 0032 808-02066 738.000 LFT | 0.95000 701.10| 0.95000 701.10| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID WHITE CROSSHATCH LINE, 6 IN. | | | 0033 808-06703 11748.600 LFT | 0.45000 5286.87| 0.45000 5286.87| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0034 808-97664 15.000 EACH| 65.00000 975.00| 65.00000 975.00| PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | HANDICAP SYMBOL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 308,434.65 ROUTE : CALL ORDER : 170 CONTRACT ID : R -26259-B COUNTIES : HENRY LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 314,400.00| $ 342,186.58| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 314,400.00| $ 342,186.58| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-70 CALL ORDER : 180 CONTRACT ID : R -26277-A COUNTIES : HANCOCK LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/31/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0703226 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 791,232.43 100.0000% 2 35-1057871 SMOCK FANSLER CORPORATION $ 813,156.00 102.7708% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 994,780.00 125.7253% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,161.38 ROUTE : I-69 CALL ORDER : 190 CONTRACT ID : R -26433-A COUNTIES : DEKALB LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/28/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0695176 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,451,439.30 100.0000% 2 35-1267175 FLEMING EXCAVATING, INC. $ 1,486,703.61 102.4296% 3 35-1984043 GEIGER EXCAVATING, INC. $ 1,998,000.00 137.6564% 4 35-1489621 HRP CONSTRUCTION, INC. $ 2,025,150.00 139.5270% ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1267175 |(3) 35-1984043 |NIBLOCK EXCAVATING, INC. |FLEMING EXCAVATING, INC. |GEIGER EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SANITARY SEWER INSTALLATION FOR AUBURN REST AREA | | | 0001 105-06845 LUMP| 7000.00000 7000.00| 20500.00000 20500.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1500.00000 18000.00| 2319.70000 27836.40| 2000.00000 24000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 65000.00000 65000.00| 30895.00000 30895.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 90000.00000 90000.00 CLEARING RIGHT OF WAY | | | 0005 205-06931 20.000 Mg | 25.00000 500.00| 23.45000 469.00| 25.00000 500.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0006 205-06937 200.000 m | 3.00000 600.00| 10.82000 2164.00| 9.00000 1800.00 TEMPORARY SILT FENCE | | | 0007 210-07532 135.000 m2 | 100.00000 13500.00| 105.41000 14230.35| 105.00000 14175.00 GRASS -CRETE | | | 0008 211-02060 4300.000 m3 | 6.00000 25800.00| 16.98000 73014.00| 8.00000 34400.00 B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-52308 1500.000 Mg | 14.00000 21000.00| 8.39000 12585.00| 13.00000 19500.00 COMPACTED AGGREGATE, O, 53 | | | 0010 305-05204 3.000 Mg | 150.00000 450.00| 201.25000 603.75| 300.00000 900.00 HMA FOR PATCHING | | | 0011 610-05527 820.000 Mg | 45.00000 36900.00| 51.75000 42435.00| 55.00000 45100.00 HMA FOR APPROACHES | | | 0012 621-01004 3.000 EACH| 900.00000 2700.00| 1172.50000 3517.50| 1000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0013 621-06559 11000.000 m2 | 0.50000 5500.00| 1.20000 13200.00| 0.52000 5720.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,161.38 ROUTE : I-69 CALL ORDER : 190 CONTRACT ID : R -26433-A COUNTIES : DEKALB LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1267175 |(3) 35-1984043 |NIBLOCK EXCAVATING, INC. |FLEMING EXCAVATING, INC. |GEIGER EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 709-04919 505.000 m2 | 200.00000 101000.00| 133.98000 67659.90| 175.00000 88375.00 COATING , CORROSION PROTECTION | | | 0015 715-04612 1615.000 m | 43.00000 69445.00| 48.64000 78553.60| 43.00000 69445.00 PIPE , FORCE MAIN, 150 mm | | | 0016 715-04612 1113.000 m | 64.00000 71232.00| 69.03000 76830.39| 62.00000 69006.00 PIPE , FORCE MAIN, 200 mm | | | 0017 715-04612 3096.000 m | 85.00000 263160.00| 92.21000 285482.16| 90.00000 278640.00 PIPE , FORCE MAIN, 300 mm | | | 0018 715-04612 175.000 m | 155.00000 27125.00| 160.35000 28061.25| 950.00000 166250.00 PIPE , SANITARY GRAVITY SEWER, PVC, 250 | | | mm | | | 0019 715-04612 160.000 m | 175.00000 28000.00| 184.13000 29460.80| 350.00000 56000.00 PIPE , SANITARY GRAVITY SEWER, PVC, 300 | | | mm | | | 0020 715-04612 91.000 m | 235.00000 21385.00| 394.86000 35932.26| 450.00000 40950.00 PIPE , SANITARY GRAVITY SEWER, PVC, 375 | | | mm | | | 0021 715-90052 LUMP| 162000.00000 162000.00| 88135.30000 88135.30| 170000.00000 170000.00 LIFT STATION , CEDAR CREEK | | | 0022 715-90052 LUMP| 105000.00000 105000.00| 118449.60000 118449.60| 135000.00000 135000.00 LIFT STATION , CR 62 | | | 0023 715-90052 LUMP| 138000.00000 138000.00| 122194.25000 122194.25| 135000.00000 135000.00 LIFT STATION , DOSCH DITCH | | | 0024 715-90052 LUMP| 183000.00000 183000.00| 199486.00000 199486.00| 300000.00000 300000.00 LIFT STATION , GARRETT CITY DITCH | | | 0025 716-01382 8.000 EACH| 3000.00000 24000.00| 4541.25000 36330.00| 3500.00000 28000.00 AIR RELEASE VALVE | | | 0026 720-03194 6.000 EACH| 6500.00000 39000.00| 7249.00000 43494.00| 17000.00000 102000.00 MANHOLE , SANITARY SEWER | | | 0027 801-06606 2.000 EACH| 183.00000 366.00| 568.00000 1136.00| 250.00000 500.00 BARRICADE, IIIB | | | 0028 801-06640 27.000 EACH| 176.90000 4776.30| 520.30000 14048.10| 250.00000 6750.00 CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 7000.00000 7000.00| 5000.00000 5000.00| 7989.00000 7989.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 1,451,439.30| $ 1,486,703.61| $ 1,998,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,451,439.30| $ 1,486,703.61| $ 1,998,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,161.38 ROUTE : I-69 CALL ORDER : 190 CONTRACT ID : R -26433-A COUNTIES : DEKALB LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 | | |HRP CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SANITARY SEWER INSTALLATION FOR AUBURN REST AREA | | | 0001 105-06845 LUMP| 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1500.00000 18000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 95000.00000 95000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 98000.00000 98000.00| | CLEARING RIGHT OF WAY | | | 0005 205-06931 20.000 Mg | 100.00000 2000.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0006 205-06937 200.000 m | 23.00000 4600.00| | TEMPORARY SILT FENCE | | | 0007 210-07532 135.000 m2 | 110.00000 14850.00| | GRASS -CRETE | | | 0008 211-02060 4300.000 m3 | 15.00000 64500.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-52308 1500.000 Mg | 15.00000 22500.00| | COMPACTED AGGREGATE, O, 53 | | | 0010 305-05204 3.000 Mg | 200.00000 600.00| | HMA FOR PATCHING | | | 0011 610-05527 820.000 Mg | 45.00000 36900.00| | HMA FOR APPROACHES | | | 0012 621-01004 3.000 EACH| 800.00000 2400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0013 621-06559 11000.000 m2 | 0.45000 4950.00| | MULCHED SEEDING, R | | | 0014 709-04919 505.000 m2 | 172.00000 86860.00| | COATING , CORROSION PROTECTION | | | 0015 715-04612 1615.000 m | 50.00000 80750.00| | PIPE , FORCE MAIN, 150 mm | | | 0016 715-04612 1113.000 m | 60.00000 66780.00| | PIPE , FORCE MAIN, 200 mm | | | 0017 715-04612 3096.000 m | 100.00000 309600.00| | PIPE , FORCE MAIN, 300 mm | | | 0018 715-04612 175.000 m | 80.00000 14000.00| | PIPE , SANITARY GRAVITY SEWER, PVC, 250 | | | mm | | | 0019 715-04612 160.000 m | 80.00000 12800.00| | PIPE , SANITARY GRAVITY SEWER, PVC, 300 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 190 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,996,161.38 ROUTE : I-69 CALL ORDER : 190 CONTRACT ID : R -26433-A COUNTIES : DEKALB LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1489621 | | |HRP CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 715-04612 91.000 m | 80.00000 7280.00| | PIPE , SANITARY GRAVITY SEWER, PVC, 375 | | | mm | | | 0021 715-90052 LUMP| 260000.00000 260000.00| | LIFT STATION , CEDAR CREEK | | | 0022 715-90052 LUMP| 227000.00000 227000.00| | LIFT STATION , CR 62 | | | 0023 715-90052 LUMP| 220000.00000 220000.00| | LIFT STATION , DOSCH DITCH | | | 0024 715-90052 LUMP| 260000.00000 260000.00| | LIFT STATION , GARRETT CITY DITCH | | | 0025 716-01382 8.000 EACH| 4500.00000 36000.00| | AIR RELEASE VALVE | | | 0026 720-03194 6.000 EACH| 5500.00000 33000.00| | MANHOLE , SANITARY SEWER | | | 0027 801-06606 2.000 EACH| 190.00000 380.00| | BARRICADE, IIIB | | | 0028 801-06640 27.000 EACH| 200.00000 5400.00| | CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 21000.00000 21000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 2,025,150.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,025,150.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 69 CALL ORDER : 200 CONTRACT ID : RS-26335-A COUNTIES : GRANT HUNTINGTON LETTING DATE : 07/16/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/20/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0908125 STRAWSER, INC. $ 662,267.24 100.0000% 2 31-0860455 SLURRY SEAL OF SOUTHERN OHIO, INC. $ 902,063.58 136.2083% ====================================================================================================================================