INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 704,737.87 ROUTE : SR 18 CALL ORDER : 140 CONTRACT ID : R -26125-A COUNTIES : BENTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4204004 4204004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 619,175.30 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 656,580.00 106.0410% 3 35-1212938 ATLAS EXCAVATING, INC. $ 657,321.17 106.1607% 4 35-1523985 WIRTZ & YATES, INC. $ 684,440.47 110.5406% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1917625 |(3) 35-1212938 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT AND BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 15500.00000 15500.00| 14000.00000 14000.00| 16000.00000 16000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2300.00000 20700.00| 2000.00000 18000.00| 1500.00000 13500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 28000.00000 28000.00| 33000.00000 33000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2200.00000 2200.00| 22500.00000 22500.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 1000.00000 1000.00| 2100.00000 2100.00| 2000.00000 2000.00 DEBRIS, REMOVE | | | 0007 202-02241 159.000 m | 10.00000 1590.00| 4.00000 636.00| 4.00000 636.00 GUARDRAIL, REMOVE | | | 0008 202-02446 63.000 m | 140.00000 8820.00| 79.00000 4977.00| 50.00000 3150.00 BRIDGE RAILING, CONCRETE, REMOVE | | | 0009 202-51328 LUMP| 18000.00000 18000.00| 40000.00000 40000.00| 36200.00000 36200.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-60820 2586.000 m2 | 1.90000 4913.40| 3.50000 9051.00| 2.30000 5947.80 SURFACE MILLING, ASPHALT | | | 0011 202-74045 6.000 EACH| 75.00000 450.00| 75.00000 450.00| 60.00000 360.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0012 202-96133 6.000 m | 34.00000 204.00| 50.00000 300.00| 65.00000 390.00 PIPE, REMOVE | | | 0013 202-98488 2.000 EACH| 75.00000 150.00| 100.00000 200.00| 135.00000 270.00 PIPE END SECTION, REMOVE | | | 0014 203-02000 4770.000 m3 | 8.85000 42214.50| 13.50000 64395.00| 15.00000 71550.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 704,737.87 ROUTE : SR 18 CALL ORDER : 140 CONTRACT ID : R -26125-A COUNTIES : BENTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1917625 |(3) 35-1212938 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-02020 268.000 m3 | 12.50000 3350.00| 44.00000 11792.00| 28.00000 7504.00 EXCAVATION, UNCLASSIFIED | | | 0016 203-06499 5600.000 m2 | 3.28000 18368.00| 4.00000 22400.00| 3.80000 21280.00 SUBGRADE TREATMENT , TYPE D | | | 0017 205-06932 172.000 m | 8.00000 1376.00| 24.00000 4128.00| 13.00000 2236.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06937 1310.000 m | 5.35000 7008.50| 5.25000 6877.50| 5.50000 7205.00 TEMPORARY SILT FENCE | | | 0020 303-01180 1855.000 Mg | 18.00000 33390.00| 19.00000 35245.00| 15.50000 28752.50 COMPACTED AGGREGATE, 53 | | | 0021 401-06264 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 2200.00000 2200.00 PROFILOGRAPH, HMA | | | 0022 401-07321 615.000 Mg | 61.25000 37668.75| 48.00000 29520.00| 50.00000 30750.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0023 401-07390 641.000 Mg | 55.50000 35575.50| 43.00000 27563.00| 45.00000 28845.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07407 2503.000 Mg | 47.00000 117641.00| 39.00000 97617.00| 41.00000 102623.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0025 404-05511 1851.000 m2 | 3.00000 5553.00| 2.50000 4627.50| 2.70000 4997.70 SEAL COAT, 2 | | | 0026 405-05518 1365.000 m2 | 1.00000 1365.00| 0.50000 682.50| 0.55000 750.75 ASPHALT FOR PRIME COAT | | | 0027 406-05521 11096.000 m2 | 0.15000 1664.40| 0.10000 1109.60| 0.12000 1331.52 ASPHALT FOR TACK COAT | | | 0028 601-01522 4.000 EACH| 1440.00000 5760.00| 1250.00000 5000.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-01846 1.000 EACH| 1600.00000 1600.00| 1650.00000 1650.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0030 601-06037 3.000 EACH| 702.00000 2106.00| 810.00000 2430.00| 630.00000 1890.00 GUARDRAIL END TREATMENT, I | | | 0031 601-99105 137.200 m | 39.00000 5350.80| 31.00000 4253.20| 33.00000 4527.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-06729 8.000 EACH| 12.00000 96.00| 7.00000 56.00| 11.00000 88.00 BARRIER DELINEATOR | | | 0033 603-03398 70.000 m | 33.00000 2310.00| 28.00000 1960.00| 29.00000 2030.00 FENCE, RELOCATE | | | 0034 607-06370 195.000 m | 150.00000 29250.00| 125.00000 24375.00| 160.00000 31200.00 PAVED SIDE DITCH, H | | | 0035 610-07486 15.000 Mg | 150.00000 2250.00| 150.00000 2250.00| 155.00000 2325.00 HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 704,737.87 ROUTE : SR 18 CALL ORDER : 140 CONTRACT ID : R -26125-A COUNTIES : BENTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1917625 |(3) 35-1212938 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 611-06497 1.000 EACH| 211.00000 211.00| 200.00000 200.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 28.000 EACH| 122.00000 3416.00| 110.00000 3080.00| 120.00000 3360.00 RIGHT OF WAY MARKER | | | 0038 615-06505 8.000 EACH| 600.00000 4800.00| 475.00000 3800.00| 490.00000 3920.00 MONUMENT, B | | | 0039 615-06527 1.000 EACH| 575.00000 575.00| 600.00000 600.00| 460.00000 460.00 MONUMENT, SECTION CORNER | | | 0040 616-02320 152.000 m2 | 6.00000 912.00| 5.25000 798.00| 4.30000 653.60 GEOTEXTILES | | | 0041 616-05688 134.000 Mg | 63.00000 8442.00| 71.50000 9581.00| 58.00000 7772.00 RIPRAP, CLASS 1 | | | 0042 616-06405 17.000 Mg | 55.00000 935.00| 27.25000 463.25| 23.00000 391.00 RIPRAP, REVETMENT | | | 0043 621-01004 1.000 EACH| 700.00000 700.00| 525.00000 525.00| 525.00000 525.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.550 Mg | 650.00000 357.50| 690.00000 379.50| 700.00000 385.00 FERTILIZER | | | 0045 621-06553 115.000 kg | 26.00000 2990.00| 7.20000 828.00| 29.50000 3392.50 SEED MIXTURE, R | | | 0046 621-06565 2.700 Mg | 575.00000 1552.50| 525.00000 1417.50| 540.00000 1458.00 MULCHING MATERIAL | | | 0047 621-06567 36.000 kL | 1.00000 36.00| 0.55000 19.80| 0.60000 21.60 WATER | | | 0048 621-06574 2040.000 m2 | 7.00000 14280.00| 3.90000 7956.00| 4.40000 8976.00 SODDING | | | 0049 702-51005 15.400 m3 | 555.00000 8547.00| 998.00000 15369.20| 800.00000 12320.00 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51100 25.000 kg | 18.00000 450.00| 37.00000 925.00| 32.00000 800.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0051 702-51110 175.000 kg | 13.00000 2275.00| 3.15000 551.25| 2.60000 455.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0052 702-51863 4.000 EACH| 12.00000 48.00| 33.50000 134.00| 27.00000 108.00 FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51030 526.000 kg | 3.00000 1578.00| 2.00000 1052.00| 1.85000 973.10 REINFORCING STEEL | | | 0054 703-51032 10830.000 kg | 1.62000 17544.60| 2.00000 21660.00| 1.90000 20577.00 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 74.000 m3 | 522.00000 38628.00| 472.00000 34928.00| 425.00000 31450.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 704,737.87 ROUTE : SR 18 CALL ORDER : 140 CONTRACT ID : R -26125-A COUNTIES : BENTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1917625 |(3) 35-1212938 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 706-05732 4.000 EACH| 1200.00000 4800.00| 1210.00000 4840.00| 1050.00000 4200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51025 44.000 m | 137.00000 6028.00| 200.00000 8800.00| 160.00000 7040.00 CONCRETE, C, RAILING | | | 0058 709-51821 LUMP| 2700.00000 2700.00| 4725.00000 4725.00| 4000.00000 4000.00 SURFACE SEAL | | | 0059 715-05021 9.000 m | 52.00000 468.00| 105.00000 945.00| 115.00000 1035.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0060 715-05119 26.800 m | 52.00000 1393.60| 57.00000 1527.60| 130.00000 3484.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0061 715-05121 29.900 m | 60.00000 1794.00| 75.00000 2242.50| 135.00000 4036.50 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0062 715-46005 4.000 EACH| 225.00000 900.00| 260.00000 1040.00| 210.00000 840.00 PIPE END SECTION, 375 mm | | | 0063 715-46010 2.000 EACH| 295.00000 590.00| 300.00000 600.00| 230.00000 460.00 PIPE END SECTION, 450 mm | | | 0064 801-04308 13.000 EACH| 290.00000 3770.00| 225.00000 2925.00| 280.00000 3640.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06625 23.000 EACH| 99.00000 2277.00| 80.00000 1840.00| 115.00000 2645.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 45.000 EACH| 110.00000 4950.00| 75.00000 3375.00| 130.00000 5850.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 2.000 EACH| 64.00000 128.00| 40.00000 80.00| 53.00000 106.00 CONSTRUCTION SIGN, B | | | 0068 801-06775 LUMP| 5500.00000 5500.00| 10000.00000 10000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0069 801-07118 57.600 m | 47.00000 2707.20| 48.00000 2764.80| 44.00000 2534.40 BARRICADE, III-A | | | 0070 801-07119 28.800 m | 66.00000 1900.80| 60.00000 1728.00| 59.00000 1699.20 BARRICADE, III-B | | | 0071 802-02489 19.250 m | 50.00000 962.50| 34.00000 654.50| 35.00000 673.75 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0072 802-76025 1.530 m2 | 215.00000 328.95| 215.00000 328.95| 225.00000 344.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0073 802-76035 1.620 m2 | 194.00000 314.28| 180.00000 291.60| 190.00000 307.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0074 808-06713 1886.000 m | 0.88000 1659.68| 0.50000 943.00| 0.50000 943.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 704,737.87 ROUTE : SR 18 CALL ORDER : 140 CONTRACT ID : R -26125-A COUNTIES : BENTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1917625 |(3) 35-1212938 |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 808-06714 518.000 m | 0.88000 455.84| 0.50000 259.00| 0.50000 259.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-75240 159.000 m | 5.00000 795.00| 2.75000 437.25| 2.90000 461.10 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0077 808-75245 80.000 m | 5.00000 400.00| 2.75000 220.00| 2.90000 232.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0078 808-75297 15.000 m | 28.00000 420.00| 16.00000 240.00| 18.00000 270.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0079 808-75996 45.000 EACH| 25.00000 1125.00| 8.00000 360.00| 14.50000 652.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0080 808-75998 45.000 EACH| 63.00000 2835.00| 30.00000 1350.00| 30.00000 1350.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0081 213-52830 62.000 m3 | 85.00000 5270.00| 75.00000 4650.00| 110.00000 6820.00 FLOWABLE MORTAR | | | SECTION TOTALS | $ 619,175.30| $ 656,580.00| $ 657,321.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 619,175.30| $ 656,580.00| $ 657,321.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 704,737.87 ROUTE : SR 18 CALL ORDER : 140 CONTRACT ID : R -26125-A COUNTIES : BENTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT AND BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2000.00000 18000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 25000.00000 25000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| | CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 6000.00000 6000.00| | DEBRIS, REMOVE | | | 0007 202-02241 159.000 m | 10.00000 1590.00| | GUARDRAIL, REMOVE | | | 0008 202-02446 63.000 m | 100.00000 6300.00| | BRIDGE RAILING, CONCRETE, REMOVE | | | 0009 202-51328 LUMP| 40000.00000 40000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-60820 2586.000 m2 | 3.00000 7758.00| | SURFACE MILLING, ASPHALT | | | 0011 202-74045 6.000 EACH| 25.00000 150.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0012 202-96133 6.000 m | 100.00000 600.00| | PIPE, REMOVE | | | 0013 202-98488 2.000 EACH| 50.00000 100.00| | PIPE END SECTION, REMOVE | | | 0014 203-02000 4770.000 m3 | 10.46000 49894.20| | EXCAVATION, COMMON | | | 0015 203-02020 268.000 m3 | 32.65000 8750.20| | EXCAVATION, UNCLASSIFIED | | | 0016 203-06499 5600.000 m2 | 6.00000 33600.00| | SUBGRADE TREATMENT , TYPE D | | | 0017 205-06932 172.000 m | 28.00000 4816.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06937 1310.000 m | 6.10000 7991.00| | TEMPORARY SILT FENCE | | | 0020 303-01180 1855.000 Mg | 17.63000 32703.65| | COMPACTED AGGREGATE, 53 | | | 0021 401-06264 LUMP| 3000.00000 3000.00| | PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 140 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 704,737.87 ROUTE : SR 18 CALL ORDER : 140 CONTRACT ID : R -26125-A COUNTIES : BENTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 401-07321 615.000 Mg | 53.76000 33062.40| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0023 401-07390 641.000 Mg | 48.16000 30870.56| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07407 2503.000 Mg | 50.00000 125150.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0025 404-05511 1851.000 m2 | 3.00000 5553.00| | SEAL COAT, 2 | | | 0026 405-05518 1365.000 m2 | 0.60000 819.00| | ASPHALT FOR PRIME COAT | | | 0027 406-05521 11096.000 m2 | 0.12000 1331.52| | ASPHALT FOR TACK COAT | | | 0028 601-01522 4.000 EACH| 1400.00000 5600.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-01846 1.000 EACH| 2000.00000 2000.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0030 601-06037 3.000 EACH| 700.00000 2100.00| | GUARDRAIL END TREATMENT, I | | | 0031 601-99105 137.200 m | 34.72000 4763.58| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-06729 8.000 EACH| 20.00000 160.00| | BARRIER DELINEATOR | | | 0033 603-03398 70.000 m | 50.00000 3500.00| | FENCE, RELOCATE | | | 0034 607-06370 195.000 m | 125.00000 24375.00| | PAVED SIDE DITCH, H | | | 0035 610-07486 15.000 Mg | 168.00000 2520.00| | HMA FOR APPROACHES, TYPE A | | | 0036 611-06497 1.000 EACH| 200.00000 200.00| | MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 28.000 EACH| 180.00000 5040.00| | RIGHT OF WAY MARKER | | | 0038 615-06505 8.000 EACH| 650.00000 5200.00| | MONUMENT, B | | | 0039 615-06527 1.000 EACH| 500.00000 500.00| | MONUMENT, SECTION CORNER | | | 0040 616-02320 152.000 m2 | 5.00000 760.00| | GEOTEXTILES | | | 0041 616-05688 134.000 Mg | 55.00000 7370.00| | RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 140 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 704,737.87 ROUTE : SR 18 CALL ORDER : 140 CONTRACT ID : R -26125-A COUNTIES : BENTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 616-06405 17.000 Mg | 22.35000 379.95| | RIPRAP, REVETMENT | | | 0043 621-01004 1.000 EACH| 600.00000 600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.550 Mg | 750.00000 412.50| | FERTILIZER | | | 0045 621-06553 115.000 kg | 8.00000 920.00| | SEED MIXTURE, R | | | 0046 621-06565 2.700 Mg | 600.00000 1620.00| | MULCHING MATERIAL | | | 0047 621-06567 36.000 kL | 0.60000 21.60| | WATER | | | 0048 621-06574 2040.000 m2 | 5.00000 10200.00| | SODDING | | | 0049 702-51005 15.400 m3 | 519.48000 7999.99| | CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51100 25.000 kg | 12.00000 300.00| | DRAIN PIPE, CAST IRON, 150 mm | | | 0051 702-51110 175.000 kg | 22.00000 3850.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0052 702-51863 4.000 EACH| 6.00000 24.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0053 703-51030 526.000 kg | 1.20000 631.20| | REINFORCING STEEL | | | 0054 703-51032 10830.000 kg | 1.20000 12996.00| | REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 74.000 m3 | 524.32000 38799.68| | CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05732 4.000 EACH| 1400.00000 5600.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51025 44.000 m | 144.00000 6336.00| | CONCRETE, C, RAILING | | | 0058 709-51821 LUMP| 3000.00000 3000.00| | SURFACE SEAL | | | 0059 715-05021 9.000 m | 80.00000 720.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0060 715-05119 26.800 m | 80.00000 2144.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0061 715-05121 29.900 m | 100.00000 2990.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 140 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 704,737.87 ROUTE : SR 18 CALL ORDER : 140 CONTRACT ID : R -26125-A COUNTIES : BENTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 715-46005 4.000 EACH| 150.00000 600.00| | PIPE END SECTION, 375 mm | | | 0063 715-46010 2.000 EACH| 200.00000 400.00| | PIPE END SECTION, 450 mm | | | 0064 801-04308 13.000 EACH| 500.00000 6500.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06625 23.000 EACH| 120.00000 2760.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 45.000 EACH| 150.00000 6750.00| | CONSTRUCTION SIGN, A | | | 0067 801-06645 2.000 EACH| 100.00000 200.00| | CONSTRUCTION SIGN, B | | | 0068 801-06775 LUMP| 7500.00000 7500.00| | MAINTAINING TRAFFIC | | | 0069 801-07118 57.600 m | 100.00000 5760.00| | BARRICADE, III-A | | | 0070 801-07119 28.800 m | 100.00000 2880.00| | BARRICADE, III-B | | | 0071 802-02489 19.250 m | 100.00000 1925.00| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0072 802-76025 1.530 m2 | 250.00000 382.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0073 802-76035 1.620 m2 | 255.00000 413.10| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0074 808-06713 1886.000 m | 0.71000 1339.06| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-06714 518.000 m | 0.71000 367.78| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-75240 159.000 m | 5.00000 795.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0077 808-75245 80.000 m | 5.00000 400.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0078 808-75297 15.000 m | 26.00000 390.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0079 808-75996 45.000 EACH| 15.00000 675.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 140 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 704,737.87 ROUTE : SR 18 CALL ORDER : 140 CONTRACT ID : R -26125-A COUNTIES : BENTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 808-75998 45.000 EACH| 90.00000 4050.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0081 213-52830 62.000 m3 | 140.00000 8680.00| | FLOWABLE MORTAR | | | SECTION TOTALS | $ 684,440.47| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 684,440.47| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 522 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 925,381.66 ROUTE : SR 18 CALL ORDER : 522 CONTRACT ID : B -26416-A COUNTIES : WHITE LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3691008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 718,533.99 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 734,663.63 102.2447% 3 35-1523985 WIRTZ & YATES, INC. $ 836,319.04 116.3924% 4 35-1609544 SCHUTT-LOOKABILL CO $ 882,741.55 122.8531% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1212938 |(3) 35-1523985 |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 7000.00000 7000.00| 6500.00000 6500.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2300.00000 13800.00| 1500.00000 9000.00| 2500.00000 15000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 37000.00000 37000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4500.00000 4500.00| 8000.00000 8000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 440.000 SYS | 22.00000 9680.00| 11.00000 4840.00| 12.00000 5280.00 PAVEMENT, REMOVE | | | 0006 202-02241 559.000 LFT | 5.00000 2795.00| 2.20000 1229.80| 6.00000 3354.00 GUARDRAIL, REMOVE | | | 0007 202-02276 4.000 EACH| 550.00000 2200.00| 325.00000 1300.00| 400.00000 1600.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0008 202-51328 LUMP| 75000.00000 75000.00| 95000.00000 95000.00| 90000.00000 90000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60822 840.000 SYS | 8.00000 6720.00| 7.20000 6048.00| 10.00000 8400.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 203-02000 8.000 CYS | 50.00000 400.00| 100.00000 800.00| 25.00000 200.00 EXCAVATION, COMMON | | | 0011 203-02080 0.180 MILE| 25000.00000 4500.00| 25000.00000 4500.00| 35000.00000 6300.00 LINEAR GRADING | | | 0012 206-51230 32.000 CYS | 35.00000 1120.00| 40.00000 1280.00| 30.00000 960.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-06467 28.000 CYS | 32.00000 896.00| 50.00000 1400.00| 25.00000 700.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 522 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 925,381.66 ROUTE : SR 18 CALL ORDER : 522 CONTRACT ID : B -26416-A COUNTIES : WHITE LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1212938 |(3) 35-1523985 |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 213-52830 3.000 CYS | 210.00000 630.00| 180.00000 540.00| 150.00000 450.00 FLOWABLE MORTAR | | | 0015 301-07448 149.000 TON | 17.00000 2533.00| 20.00000 2980.00| 20.00000 2980.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-04489 19.000 TON | 19.00000 361.00| 40.00000 760.00| 20.00000 380.00 COMPACTED CRUSHED AGGREGATE, 8 | | | 0017 406-05521 654.000 SYS | 0.15000 98.10| 0.15000 98.10| 0.20000 130.80 ASPHALT FOR TACK COAT | | | 0018 502-06329 118.000 SYS | 58.00000 6844.00| 58.00000 6844.00| 20.00000 2360.00 PCCP, 12 IN. | | | 0019 503-05310 88.000 LFT | 123.00000 10824.00| 120.00000 10560.00| 120.00000 10560.00 TERMINAL JOINT | | | 0020 601-01522 4.000 EACH| 1200.00000 4800.00| 1400.00000 5600.00| 1350.00000 5400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-07024 5.000 EACH| 5500.00000 27500.00| 5000.00000 25000.00| 6000.00000 30000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0022 601-94689 4.000 EACH| 2300.00000 9200.00| 2250.00000 9000.00| 2300.00000 9200.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 300.000 LFT | 12.15000 3645.00| 10.00000 3000.00| 10.35000 3105.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 602-06639 1350.000 LFT | 19.00000 25650.00| 26.00000 35100.00| 18.00000 24300.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06646 740.000 LFT | 17.00000 12580.00| 23.00000 17020.00| 18.00000 13320.00 TEMPORARY CONCRETE BARRIER | | | 0026 602-06729 14.000 EACH| 12.00000 168.00| 11.00000 154.00| 20.00000 280.00 BARRIER DELINEATOR | | | 0027 607-90826 4.000 EACH| 150.00000 600.00| 350.00000 1400.00| 1000.00000 4000.00 GUTTER TURNOUT, CONCRETE | | | 0028 610-06259 337.000 SYS | 55.00000 18535.00| 53.00000 17861.00| 50.00000 16850.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0029 610-07487 363.000 TON | 105.00000 38115.00| 85.00000 30855.00| 100.00000 36300.00 HMA FOR APPROACHES, TYPE B | | | 0030 616-02320 140.000 SYS | 5.00000 700.00| 3.00000 420.00| 4.00000 560.00 GEOTEXTILES | | | 0031 619-95457 LUMP| 14000.00000 14000.00| 8700.00000 8700.00| 16000.00000 16000.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0032 621-01004 2.000 EACH| 700.00000 1400.00| 475.00000 950.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 350.000 SYS | 3.00000 1050.00| 2.40000 840.00| 2.00000 700.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 522 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 925,381.66 ROUTE : SR 18 CALL ORDER : 522 CONTRACT ID : B -26416-A COUNTIES : WHITE LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1212938 |(3) 35-1523985 |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 702-51863 56.000 EACH| 9.00000 504.00| 12.00000 672.00| 7.00000 392.00 FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51030 8899.000 LBS | 0.58000 5161.42| 0.61000 5428.39| 0.52000 4627.48 REINFORCING STEEL | | | 0036 703-51032 95821.000 LBS | 0.62000 59409.02| 0.64000 61325.44| 0.60000 57492.60 REINFORCING STEEL, EPOXY COATED | | | 0037 703-97936 1049.000 EACH| 15.00000 15735.00| 10.50000 11014.50| 10.00000 10490.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 704-51002 398.100 CYS | 325.00000 129382.50| 370.00000 147297.00| 350.00000 139335.00 CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-05732 4.000 EACH| 1100.00000 4400.00| 1050.00000 4200.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0040 706-51020 47.400 CYS | 390.00000 18486.00| 450.00000 21330.00| 600.00000 28440.00 CONCRETE, C, RAILING | | | 0041 708-51813 280.000 SFT | 65.00000 18200.00| 35.00000 9800.00| 65.00000 18200.00 PNEUMATICALLY PLACED MORTAR | | | 0042 709-51821 LUMP| 7800.00000 7800.00| 11000.00000 11000.00| 7000.00000 7000.00 SURFACE SEAL | | | 0043 711-51038 LUMP| 4800.00000 4800.00| 7000.00000 7000.00| 30000.00000 30000.00 STRUCTURAL STEEL | | | 0044 711-51864 42.000 EACH| 35.00000 1470.00| 16.00000 672.00| 40.00000 1680.00 DRILLED HOLE | | | 0045 711-51878 LUMP| 22000.00000 22000.00| 8000.00000 8000.00| 25000.00000 25000.00 JACKING AND SUPPORTING GIRDERS | | | 0046 711-93578 LUMP| 3800.00000 3800.00| 4300.00000 4300.00| 5000.00000 5000.00 DIAPHRAGMS, RESET | | | 0047 711-96801 1752.000 EACH| 4.00000 7008.00| 2.15000 3766.80| 3.50000 6132.00 SHEAR CONNECTOR, 7/8 IN. STUD | | | 0048 801-01093 8.000 EACH| 880.00000 7040.00| 425.00000 3400.00| 1350.00000 10800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0049 801-01851 LUMP| 26000.00000 26000.00| 23000.00000 23000.00| 31000.00000 31000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0050 801-06203 1280.000 LFT | 0.49000 627.20| 0.25000 320.00| 0.45000 576.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0051 801-06207 2046.000 LFT | 1.15000 2352.90| 1.05000 2148.30| 1.06000 2168.76 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0052 801-06640 62.000 EACH| 125.00000 7750.00| 75.00000 4650.00| 250.00000 15500.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 4.000 EACH| 60.00000 240.00| 33.00000 132.00| 100.00000 400.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 522 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 925,381.66 ROUTE : SR 18 CALL ORDER : 522 CONTRACT ID : B -26416-A COUNTIES : WHITE LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1212938 |(3) 35-1523985 |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06710 120.000 DAY | 22.00000 2640.00| 12.50000 1500.00| 22.00000 2640.00 FLASHING ARROW SIGN | | | 0055 801-06775 LUMP| 15000.00000 15000.00| 40000.00000 40000.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0056 801-09133 2.000 EACH| 4200.00000 8400.00| 2750.00000 5500.00| 8000.00000 16000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0057 802-05701 24.000 LFT | 19.00000 456.00| 8.20000 196.80| 26.00000 624.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0058 802-76035 18.000 SFT | 17.00000 306.00| 16.00000 288.00| 35.00000 630.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0059 808-01238 2.000 EACH| 150.00000 300.00| 30.00000 60.00| 120.00000 240.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | 0060 808-06713 1510.000 LFT | 0.45000 679.50| 0.25000 377.50| 0.40000 604.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-06714 1840.000 LFT | 0.45000 828.00| 0.25000 460.00| 0.40000 736.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0062 808-06716 1705.000 LFT | 1.07000 1824.35| 0.50000 852.50| 0.92000 1568.60 LINE, REMOVE | | | 0063 808-06726 90.000 LFT | 5.00000 450.00| 1.25000 112.50| 3.92000 352.80 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0064 808-75996 6.000 EACH| 165.00000 990.00| 30.00000 180.00| 20.00000 120.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 10.000 EACH| 165.00000 1650.00| 110.00000 1100.00| 160.00000 1600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 718,533.99| $ 734,663.63| $ 836,319.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 718,533.99| $ 734,663.63| $ 836,319.04 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 522 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 925,381.66 ROUTE : SR 18 CALL ORDER : 522 CONTRACT ID : B -26416-A COUNTIES : WHITE LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 6800.00000 6800.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2000.00000 12000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 44100.00000 44100.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1300.00000 1300.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 440.000 SYS | 14.00000 6160.00| | PAVEMENT, REMOVE | | | 0006 202-02241 559.000 LFT | 4.00000 2236.00| | GUARDRAIL, REMOVE | | | 0007 202-02276 4.000 EACH| 200.00000 800.00| | GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0008 202-51328 LUMP| 160327.00000 160327.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60822 840.000 SYS | 8.03000 6745.20| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 203-02000 8.000 CYS | 200.00000 1600.00| | EXCAVATION, COMMON | | | 0011 203-02080 0.180 MILE| 33400.00000 6012.00| | LINEAR GRADING | | | 0012 206-51230 32.000 CYS | 60.00000 1920.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-06467 28.000 CYS | 40.00000 1120.00| | AGGREGATE FOR END BENT BACKFILL | | | 0014 213-52830 3.000 CYS | 200.00000 600.00| | FLOWABLE MORTAR | | | 0015 301-07448 149.000 TON | 28.00000 4172.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-04489 19.000 TON | 60.00000 1140.00| | COMPACTED CRUSHED AGGREGATE, 8 | | | 0017 406-05521 654.000 SYS | 0.11000 71.94| | ASPHALT FOR TACK COAT | | | 0018 502-06329 118.000 SYS | 70.00000 8260.00| | PCCP, 12 IN. | | | 0019 503-05310 88.000 LFT | 130.00000 11440.00| | TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 522 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 925,381.66 ROUTE : SR 18 CALL ORDER : 522 CONTRACT ID : B -26416-A COUNTIES : WHITE LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-01522 4.000 EACH| 1232.00000 4928.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-07024 5.000 EACH| 5684.00000 28420.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0022 601-94689 4.000 EACH| 2096.00000 8384.00| | GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 300.000 LFT | 12.37000 3711.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 602-06639 1350.000 LFT | 20.00000 27000.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06646 740.000 LFT | 18.00000 13320.00| | TEMPORARY CONCRETE BARRIER | | | 0026 602-06729 14.000 EACH| 8.00000 112.00| | BARRIER DELINEATOR | | | 0027 607-90826 4.000 EACH| 400.00000 1600.00| | GUTTER TURNOUT, CONCRETE | | | 0028 610-06259 337.000 SYS | 60.00000 20220.00| | REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0029 610-07487 363.000 TON | 101.70000 36917.10| | HMA FOR APPROACHES, TYPE B | | | 0030 616-02320 140.000 SYS | 2.50000 350.00| | GEOTEXTILES | | | 0031 619-95457 LUMP| 72910.00000 72910.00| | CLEAN AND PAINT STRUCTURAL STEEL | | | 0032 621-01004 2.000 EACH| 508.00000 1016.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 350.000 SYS | 1.75000 612.50| | MULCHED SEEDING, R | | | 0034 702-51863 56.000 EACH| 10.00000 560.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51030 8899.000 LBS | 0.52000 4627.48| | REINFORCING STEEL | | | 0036 703-51032 95821.000 LBS | 0.58000 55576.18| | REINFORCING STEEL, EPOXY COATED | | | 0037 703-97936 1049.000 EACH| 10.02000 10510.98| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 704-51002 398.100 CYS | 410.17000 163288.68| | CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-05732 4.000 EACH| 1500.00000 6000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 522 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 925,381.66 ROUTE : SR 18 CALL ORDER : 522 CONTRACT ID : B -26416-A COUNTIES : WHITE LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 706-51020 47.400 CYS | 390.00000 18486.00| | CONCRETE, C, RAILING | | | 0041 708-51813 280.000 SFT | 54.24000 15187.20| | PNEUMATICALLY PLACED MORTAR | | | 0042 709-51821 LUMP| 6930.00000 6930.00| | SURFACE SEAL | | | 0043 711-51038 LUMP| 12832.00000 12832.00| | STRUCTURAL STEEL | | | 0044 711-51864 42.000 EACH| 10.00000 420.00| | DRILLED HOLE | | | 0045 711-51878 LUMP| 26894.00000 26894.00| | JACKING AND SUPPORTING GIRDERS | | | 0046 711-93578 LUMP| 3000.00000 3000.00| | DIAPHRAGMS, RESET | | | 0047 711-96801 1752.000 EACH| 2.26000 3959.52| | SHEAR CONNECTOR, 7/8 IN. STUD | | | 0048 801-01093 8.000 EACH| 446.00000 3568.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0049 801-01851 LUMP| 24300.00000 24300.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0050 801-06203 1280.000 LFT | 0.25000 320.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0051 801-06207 2046.000 LFT | 1.04000 2127.84| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0052 801-06640 62.000 EACH| 68.00000 4216.00| | CONSTRUCTION SIGN, A | | | 0053 801-06645 4.000 EACH| 34.00000 136.00| | CONSTRUCTION SIGN, B | | | 0054 801-06710 120.000 DAY | 20.81000 2497.20| | FLASHING ARROW SIGN | | | 0055 801-06775 LUMP| 11874.00000 11874.00| | MAINTAINING TRAFFIC | | | 0056 801-09133 2.000 EACH| 2825.00000 5650.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0057 802-05701 24.000 LFT | 8.48000 203.52| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0058 802-76035 18.000 SFT | 16.27000 292.86| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/15/03 PAGE : 522 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 925,381.66 ROUTE : SR 18 CALL ORDER : 522 CONTRACT ID : B -26416-A COUNTIES : WHITE LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 808-01238 2.000 EACH| 32.50000 65.00| | TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | 0060 808-06713 1510.000 LFT | 0.26000 392.60| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-06714 1840.000 LFT | 0.26000 478.40| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0062 808-06716 1705.000 LFT | 0.45000 767.25| | LINE, REMOVE | | | 0063 808-06726 90.000 LFT | 1.29000 116.10| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0064 808-75996 6.000 EACH| 15.00000 90.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 10.000 EACH| 107.00000 1070.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 882,741.55| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 882,741.55| | ====================================================================================================================================