INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 66 CALL ORDER : 111 CONTRACT ID : R -24951-A COUNTIES : VANDERBURGH LETTING DATE : 08/13/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 09/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0064047 0064047 0064047 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. A + B = $ 23,526,435.42 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 907,387.31 ROUTE : US 6 CALL ORDER : 131 CONTRACT ID : R -25973-A COUNTIES : DEKALB LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/02/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2148008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS CORP. $ 649,740.08 100.0000% 2 62-1492793 API CONSTRUCTION CORP. $ 657,443.64 101.1856% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 677,925.46 104.3379% 4 35-1065659 BROOKS CONSTRUCTION $ 758,778.37 116.7818% 5 35-0997978 PHEND & BROWN, INC. $ 775,143.17 119.3005% ==================================================================================================================================== |(1) 35-1315965 |(2) 62-1492793 |(3) 35-1185040 |FOX CONTRACTORS CORP. |API CONSTRUCTION CORP. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06845 LUMP| 16000.00000 16000.00| 23330.00000 23330.00| 17000.00000 17000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 911.00000 10932.00| 1500.00000 18000.00| 1450.00000 17400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 32000.00000 32000.00| 33600.00000 33600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13400.00000 13400.00| 34000.00000 34000.00| 13500.00000 13500.00 CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 1600.00000 1600.00| 300.00000 300.00| 600.00000 600.00 TESTING FOR ASBESTOS | | | 0006 202-02240 2432.000 m2 | 9.00000 21888.00| 6.00000 14592.00| 8.00000 19456.00 PAVEMENT, REMOVE | | | 0007 202-03000 LUMP| 7500.00000 7500.00| 6000.00000 6000.00| 7500.00000 7500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0008 202-60820 324.000 m2 | 8.34000 2702.16| 7.00000 2268.00| 14.00000 4536.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 11161.000 m3 | 7.35000 82033.35| 6.00000 66966.00| 6.90000 77010.90 EXCAVATION, COMMON | | | 0010 203-02235 432.000 m2 | 1.00000 432.00| 1.30000 561.60| 2.00000 864.00 BREAKING PAVEMENT | | | 0011 205-06931 173.000 Mg | 23.00000 3979.00| 42.00000 7266.00| 30.00000 5190.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06932 132.000 m | 19.60000 2587.20| 16.50000 2178.00| 19.00000 2508.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 313.000 m | 6.78000 2122.14| 6.00000 1878.00| 7.00000 2191.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 907,387.31 ROUTE : US 6 CALL ORDER : 131 CONTRACT ID : R -25973-A COUNTIES : DEKALB LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 62-1492793 |(3) 35-1185040 |FOX CONTRACTORS CORP. |API CONSTRUCTION CORP. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-51220 104.000 m3 | 7.35000 764.40| 9.50000 988.00| 48.00000 4992.00 EXCAVATION, WET | | | 0015 207-06499 3981.000 m2 | 6.88000 27389.28| 5.70000 22691.70| 7.00000 27867.00 SUBGRADE TREATMENT | | | 0016 211-02050 183.000 m3 | 26.28000 4809.24| 24.00000 4392.00| 14.00000 2562.00 B BORROW | | | 0017 211-02060 375.000 m3 | 25.94000 9727.50| 29.50000 11062.50| 14.00000 5250.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-04075 49.000 Mg | 28.34000 1388.66| 10.00000 490.00| 30.00000 1470.00 COMPACTED AGGREGATE, O, 73 | | | 0019 303-52308 4791.000 Mg | 12.51000 59935.41| 8.00000 38328.00| 16.50000 79051.50 COMPACTED AGGREGATE, O, 53 | | | 0020 401-05437 2252.000 Mg | 30.24000 68100.48| 37.00000 83324.00| 40.00000 90080.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0021 401-05455 705.000 Mg | 30.24000 21319.20| 38.00000 26790.00| 40.00000 28200.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0022 401-05456 284.000 Mg | 43.79000 12436.36| 54.00000 15336.00| 50.00000 14200.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0023 401-05467 930.000 m | 5.21000 4845.30| 4.50000 4185.00| 7.00000 6510.00 MILLED HMA CORRUGATIONS | | | 0024 401-06264 LUMP| 2085.47000 2085.47| 800.00000 800.00| 2400.00000 2400.00 PROFILOGRAPH, HMA | | | 0025 402-05474 1305.000 Mg | 27.11000 35378.55| 34.00000 44370.00| 35.00000 45675.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0026 402-05477 266.000 Mg | 36.50000 9709.00| 50.00000 13300.00| 48.00000 12768.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0027 402-05481 848.000 Mg | 27.11000 22989.28| 35.00000 29680.00| 37.00000 31376.00 HMA BASE 25.0 mm, SHOULDER | | | 0028 405-05517 11.000 Mg | 385.81000 4243.91| 320.00000 3520.00| 400.00000 4400.00 ASPHALT FOR PRIME COAT | | | 0029 406-05520 3.000 Mg | 172.05000 516.15| 195.00000 585.00| 400.00000 1200.00 ASPHALT FOR TACK COAT | | | 0030 610-05527 82.000 Mg | 46.92000 3847.44| 62.00000 5084.00| 100.00000 8200.00 HMA FOR APPROACHES | | | 0031 611-06497 2.000 EACH| 156.41000 312.82| 150.00000 300.00| 175.00000 350.00 MAILBOX ASSEMBLY, SINGLE | | | 0032 615-06490 14.000 EACH| 135.56000 1897.84| 130.00000 1820.00| 150.00000 2100.00 RIGHT OF WAY MARKER | | | 0033 615-06505 4.000 EACH| 500.51000 2002.04| 480.00000 1920.00| 550.00000 2200.00 MONUMENT, B | | | 0034 615-06510 1.000 EACH| 375.38000 375.38| 360.00000 360.00| 400.00000 400.00 MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 907,387.31 ROUTE : US 6 CALL ORDER : 131 CONTRACT ID : R -25973-A COUNTIES : DEKALB LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 62-1492793 |(3) 35-1185040 |FOX CONTRACTORS CORP. |API CONSTRUCTION CORP. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 615-06527 1.000 EACH| 385.81000 385.81| 370.00000 370.00| 450.00000 450.00 MONUMENT, SECTION CORNER | | | 0036 616-02320 234.000 m2 | 3.12000 730.08| 1.70000 397.80| 5.00000 1170.00 GEOTEXTILES | | | 0037 616-06405 51.000 Mg | 39.68000 2023.68| 33.00000 1683.00| 45.00000 2295.00 RIPRAP, REVETMENT | | | 0038 621-01004 2.000 EACH| 907.18000 1814.36| 870.00000 1740.00| 900.00000 1800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 0.800 Mg | 768.94000 615.15| 738.00000 590.40| 750.00000 600.00 FERTILIZER | | | 0040 621-06548 4.000 kg | 69.86000 279.44| 67.00000 268.00| 70.00000 280.00 SEED MIXTURE, CV | | | 0041 621-06553 154.000 kg | 8.09000 1245.86| 7.80000 1201.20| 8.00000 1232.00 SEED MIXTURE, R | | | 0042 621-06557 38.000 kg | 3.34000 126.92| 3.20000 121.60| 4.00000 152.00 SEED MIXTURE, T | | | 0043 621-06565 6.000 Mg | 587.06000 3522.36| 563.00000 3378.00| 600.00000 3600.00 MULCHING MATERIAL | | | 0044 621-06567 111.000 kL | 2.29000 254.19| 2.20000 244.20| 2.20000 244.20 WATER | | | 0045 621-06574 754.000 m2 | 3.91000 2948.14| 3.75000 2827.50| 4.50000 3393.00 SODDING | | | 0046 621-06575 5395.000 m2 | 3.91000 21094.45| 3.75000 20231.25| 4.50000 24277.50 SODDING, NURSERY | | | 0047 713-51334 LUMP| 80000.00000 80000.00| 66430.00000 66430.00| 16325.00000 16325.00 TEMPORARY PIPE AND APPROACHES | | | 0048 715-02407 2.000 EACH| 2445.03000 4890.06| 2200.00000 4400.00| 2375.00000 4750.00 SAFETY METAL END SECTION, 4:1, 1200 mm | | | 0049 715-02628 2.000 EACH| 637.78000 1275.56| 165.00000 330.00| 675.00000 1350.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0050 715-05119 49.300 m | 127.80000 6300.54| 64.00000 3155.20| 101.00000 4979.30 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0051 715-05128 28.600 m | 363.43000 10394.10| 237.00000 6778.20| 297.00000 8494.20 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0052 715-05169 36.800 m | 119.27000 4389.14| 70.00000 2576.00| 127.00000 4673.60 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-46005 4.000 EACH| 221.27000 885.08| 163.00000 652.00| 364.00000 1456.00 PIPE END SECTION, 375 mm | | | 0054 720-45265 2.000 EACH| 559.67000 1119.34| 880.00000 1760.00| 1700.00000 3400.00 PIPE CATCH BASIN, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 907,387.31 ROUTE : US 6 CALL ORDER : 131 CONTRACT ID : R -25973-A COUNTIES : DEKALB LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 62-1492793 |(3) 35-1185040 |FOX CONTRACTORS CORP. |API CONSTRUCTION CORP. |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-04308 2.000 EACH| 239.83000 479.66| 300.00000 600.00| 250.00000 500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06203 2416.000 m | 0.35000 845.60| 0.34000 821.44| 0.36000 869.76 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0057 801-06207 1830.000 m | 3.42000 6258.60| 3.28000 6002.40| 3.50000 6405.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0058 801-06605 12.000 EACH| 142.85000 1714.20| 155.00000 1860.00| 150.00000 1800.00 BARRICADE, IIIA | | | 0059 801-06640 18.000 EACH| 177.26000 3190.68| 145.00000 2610.00| 175.00000 3150.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 6.000 EACH| 52.14000 312.84| 55.00000 330.00| 55.00000 330.00 CONSTRUCTION SIGN, B | | | 0061 801-06649 52.000 EACH| 7.59000 394.68| 7.50000 390.00| 8.00000 416.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0062 802-05701 10.400 m | 76.12000 791.65| 73.00000 759.20| 60.00000 624.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0063 802-76035 2.100 m2 | 88.11000 185.03| 84.50000 177.45| 85.00000 178.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0064 808-06703 1060.000 m | 3.55000 3763.00| 3.40000 3604.00| 3.50000 3710.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0065 808-75245 2500.000 m | 0.01000 25.00| 0.01000 25.00| 0.05000 125.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0066 808-75996 44.000 EACH| 31.82000 1400.08| 16.00000 704.00| 12.00000 528.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0067 808-75998 44.000 EACH| 41.71000 1835.24| 40.00000 1760.00| 40.00000 1760.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 649,740.08| $ 657,443.64| $ 677,925.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 649,740.08| $ 657,443.64| $ 677,925.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 907,387.31 ROUTE : US 6 CALL ORDER : 131 CONTRACT ID : R -25973-A COUNTIES : DEKALB LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-0997978 | |BROOKS CONSTRUCTION |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06845 LUMP| 25000.00000 25000.00| 14200.00000 14200.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1150.00000 13800.00| 1400.00000 16800.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 39000.00000 39000.00| 40000.00000 40000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25250.00000 25250.00| 15000.00000 15000.00| CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 750.00000 750.00| 800.00000 800.00| TESTING FOR ASBESTOS | | | 0006 202-02240 2432.000 m2 | 11.90000 28940.80| 9.00000 21888.00| PAVEMENT, REMOVE | | | 0007 202-03000 LUMP| 5600.00000 5600.00| 25000.00000 25000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0008 202-60820 324.000 m2 | 8.73000 2828.52| 4.65000 1506.60| SURFACE MILLING, ASPHALT | | | 0009 203-02000 11161.000 m3 | 14.39000 160606.79| 8.00000 89288.00| EXCAVATION, COMMON | | | 0010 203-02235 432.000 m2 | 2.81000 1213.92| 0.95000 410.40| BREAKING PAVEMENT | | | 0011 205-06931 173.000 Mg | 29.49000 5101.77| 39.00000 6747.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06932 132.000 m | 18.80000 2481.60| 18.00000 2376.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 313.000 m | 6.50000 2034.50| 6.50000 2034.50| TEMPORARY SILT FENCE | | | 0014 206-51220 104.000 m3 | 18.83000 1958.32| 200.00000 20800.00| EXCAVATION, WET | | | 0015 207-06499 3981.000 m2 | 4.78000 19029.18| 5.25000 20900.25| SUBGRADE TREATMENT | | | 0016 211-02050 183.000 m3 | 32.70000 5984.10| 15.00000 2745.00| B BORROW | | | 0017 211-02060 375.000 m3 | 32.70000 12262.50| 18.00000 6750.00| B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-04075 49.000 Mg | 30.86000 1512.14| 15.00000 735.00| COMPACTED AGGREGATE, O, 73 | | | 0019 303-52308 4791.000 Mg | 14.05000 67313.55| 12.00000 57492.00| COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 907,387.31 ROUTE : US 6 CALL ORDER : 131 CONTRACT ID : R -25973-A COUNTIES : DEKALB LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-0997978 | |BROOKS CONSTRUCTION |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 401-05437 2252.000 Mg | 33.62000 75712.24| 29.00000 65308.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0021 401-05455 705.000 Mg | 33.62000 23702.10| 29.00000 20445.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0022 401-05456 284.000 Mg | 42.55000 12084.20| 42.00000 11928.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0023 401-05467 930.000 m | 4.59000 4268.70| 4.90000 4557.00| MILLED HMA CORRUGATIONS | | | 0024 401-06264 LUMP| 1500.00000 1500.00| 4000.00000 4000.00| PROFILOGRAPH, HMA | | | 0025 402-05474 1305.000 Mg | 33.51000 43730.55| 26.00000 33930.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0026 402-05477 266.000 Mg | 39.02000 10379.32| 35.00000 9310.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0027 402-05481 848.000 Mg | 28.83000 24447.84| 26.00000 22048.00| HMA BASE 25.0 mm, SHOULDER | | | 0028 405-05517 11.000 Mg | 440.91000 4850.01| 370.00000 4070.00| ASPHALT FOR PRIME COAT | | | 0029 406-05520 3.000 Mg | 314.17000 942.51| 165.00000 495.00| ASPHALT FOR TACK COAT | | | 0030 610-05527 82.000 Mg | 63.71000 5224.22| 45.00000 3690.00| HMA FOR APPROACHES | | | 0031 611-06497 2.000 EACH| 150.00000 300.00| 150.00000 300.00| MAILBOX ASSEMBLY, SINGLE | | | 0032 615-06490 14.000 EACH| 130.00000 1820.00| 130.00000 1820.00| RIGHT OF WAY MARKER | | | 0033 615-06505 4.000 EACH| 480.00000 1920.00| 480.00000 1920.00| MONUMENT, B | | | 0034 615-06510 1.000 EACH| 360.00000 360.00| 360.00000 360.00| MONUMENT, C | | | 0035 615-06527 1.000 EACH| 370.00000 370.00| 370.00000 370.00| MONUMENT, SECTION CORNER | | | 0036 616-02320 234.000 m2 | 4.60000 1076.40| 2.50000 585.00| GEOTEXTILES | | | 0037 616-06405 51.000 Mg | 28.44000 1450.44| 29.00000 1479.00| RIPRAP, REVETMENT | | | 0038 621-01004 2.000 EACH| 870.00000 1740.00| 870.00000 1740.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 0.800 Mg | 737.43000 589.94| 737.43000 589.94| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 131 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 907,387.31 ROUTE : US 6 CALL ORDER : 131 CONTRACT ID : R -25973-A COUNTIES : DEKALB LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-0997978 | |BROOKS CONSTRUCTION |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06548 4.000 kg | 67.00000 268.00| 67.00000 268.00| SEED MIXTURE, CV | | | 0041 621-06553 154.000 kg | 7.76000 1195.04| 7.80000 1201.20| SEED MIXTURE, R | | | 0042 621-06557 38.000 kg | 3.20000 121.60| 3.20000 121.60| SEED MIXTURE, T | | | 0043 621-06565 6.000 Mg | 563.00000 3378.00| 563.00000 3378.00| MULCHING MATERIAL | | | 0044 621-06567 111.000 kL | 2.20000 244.20| 2.20000 244.20| WATER | | | 0045 621-06574 754.000 m2 | 3.75000 2827.50| 3.75000 2827.50| SODDING | | | 0046 621-06575 5395.000 m2 | 3.75000 20231.25| 3.75000 20231.25| SODDING, NURSERY | | | 0047 713-51334 LUMP| 50000.00000 50000.00| 160000.00000 160000.00| TEMPORARY PIPE AND APPROACHES | | | 0048 715-02407 2.000 EACH| 2775.00000 5550.00| 2700.00000 5400.00| SAFETY METAL END SECTION, 4:1, 1200 mm | | | 0049 715-02628 2.000 EACH| 795.00000 1590.00| 1500.00000 3000.00| SAFETY METAL END SECTION, 6:1, 375 mm | | | 0050 715-05119 49.300 m | 125.98000 6210.81| 160.00000 7888.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0051 715-05128 28.600 m | 319.72000 9143.99| 300.00000 8580.00| PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0052 715-05169 36.800 m | 111.71000 4110.93| 100.00000 3680.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-46005 4.000 EACH| 422.90000 1691.60| 300.00000 1200.00| PIPE END SECTION, 375 mm | | | 0054 720-45265 2.000 EACH| 1405.00000 2810.00| 1500.00000 3000.00| PIPE CATCH BASIN, 375 mm | | | 0055 801-04308 2.000 EACH| 230.00000 460.00| 230.00000 460.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06203 2416.000 m | 0.34000 821.44| 0.34000 821.44| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0057 801-06207 1830.000 m | 1.00000 1830.00| 3.28000 6002.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0058 801-06605 12.000 EACH| 137.00000 1644.00| 137.00000 1644.00| BARRICADE, IIIA | | | 0059 801-06640 18.000 EACH| 170.00000 3060.00| 170.00000 3060.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 131 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 907,387.31 ROUTE : US 6 CALL ORDER : 131 CONTRACT ID : R -25973-A COUNTIES : DEKALB LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-0997978 | |BROOKS CONSTRUCTION |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06645 6.000 EACH| 50.00000 300.00| 50.00000 300.00| CONSTRUCTION SIGN, B | | | 0061 801-06649 52.000 EACH| 7.50000 390.00| 7.50000 390.00| TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0062 802-05701 10.400 m | 73.00000 759.20| 73.00000 759.20| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0063 802-76035 2.100 m2 | 84.50000 177.45| 84.50000 177.45| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0064 808-06703 1060.000 m | 0.95000 1007.00| 3.40000 3604.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0065 808-75245 2500.000 m | 0.01000 25.00| 0.01000 25.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0066 808-75996 44.000 EACH| 5.80000 255.20| 15.96000 702.24| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0067 808-75998 44.000 EACH| 35.00000 1540.00| 40.00000 1760.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 758,778.37| $ 775,143.17| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 758,778.37| $ 775,143.17| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 340,794.54 ROUTE : SR 162 CALL ORDER : 141 CONTRACT ID : R -26082-A COUNTIES : DUBOIS LETTING DATE : 08/13/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : W175001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 247,992.65 100.0000% 2 35-2072438 T D & O LLC $ 286,174.07 115.3961% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 289,795.80 116.8566% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2072438 |(3) 35-1009310 |RUDOLPH, J.H. & CO |T D & O LLC |DEIG BROTHERS LUMBER & CONST 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| 5000.00000 5000.00| 5500.00000 5500.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1250.00000 10000.00| 1250.00000 10000.00| 850.00000 6800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 12000.00000 12000.00| 14300.00000 14300.00| 14000.00000 14000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 91.000 m2 | 3.50000 318.50| 10.00000 910.00| 17.00000 1547.00 PAVEMENT, REMOVE | | | 0005 202-02271 2.000 EACH| 95.00000 190.00| 300.00000 600.00| 425.00000 850.00 HEADWALL, REMOVE | | | 0006 202-02272 55.000 m | 16.50000 907.50| 25.00000 1375.00| 21.00000 1155.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-51328 LUMP| 500.00000 500.00| 1500.00000 1500.00| 1220.00000 1220.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 5530.000 m2 | 1.38000 7631.40| 1.30000 7189.00| 0.90000 4977.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 558.000 m3 | 26.00000 14508.00| 7.50000 4185.00| 13.20000 7365.60 EXCAVATION, COMMON | | | 0010 211-02060 670.000 m3 | 17.00000 11390.00| 20.00000 13400.00| 32.60000 21842.00 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 368.000 Mg | 19.25000 7084.00| 20.60000 7580.80| 20.40000 7507.20 COMPACTED AGGREGATE, O, 53 | | | 0012 305-97026 100.000 Mg | 21.50000 2150.00| 23.00000 2300.00| 22.80000 2280.00 AGGREGATE, NO. 73 | | | 0013 402-05468 491.000 Mg | 45.00000 22095.00| 47.25000 23199.75| 47.70000 23420.70 HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 368.000 Mg | 44.50000 16376.00| 46.75000 17204.00| 47.10000 17332.80 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 340,794.54 ROUTE : SR 162 CALL ORDER : 141 CONTRACT ID : R -26082-A COUNTIES : DUBOIS LETTING DATE : 08/13/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2072438 |(3) 35-1009310 |RUDOLPH, J.H. & CO |T D & O LLC |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05477 700.000 Mg | 54.00000 37800.00| 56.70000 39690.00| 57.20000 40040.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05495 50.000 Mg | 55.00000 2750.00| 57.75000 2887.50| 58.30000 2915.00 HMA WEDGE AND LEVEL | | | 0017 405-05517 2.000 Mg | 400.00000 800.00| 420.00000 840.00| 420.00000 840.00 ASPHALT FOR PRIME COAT | | | 0018 406-05520 2.000 Mg | 225.00000 450.00| 236.25000 472.50| 235.00000 470.00 ASPHALT FOR TACK COAT | | | 0019 605-06120 55.000 m | 75.00000 4125.00| 50.00000 2750.00| 108.00000 5940.00 CURB, CONCRETE | | | 0020 610-05527 51.000 Mg | 140.00000 7140.00| 147.00000 7497.00| 148.00000 7548.00 HMA FOR APPROACHES | | | 0021 616-02320 200.000 m2 | 3.00000 600.00| 2.25000 450.00| 2.70000 540.00 GEOTEXTILES | | | 0022 616-06406 200.000 m2 | 18.00000 3600.00| 28.00000 5600.00| 28.50000 5700.00 RIPRAP, REVETMENT | | | 0023 621-01004 2.000 EACH| 600.00000 1200.00| 642.00000 1284.00| 690.00000 1380.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 150.000 m2 | 2.00000 300.00| 2.15000 322.50| 6.30000 945.00 MULCHED SEEDING, R | | | 0025 621-06575 1200.000 m2 | 3.47000 4164.00| 4.00000 4800.00| 3.90000 4680.00 SODDING, NURSERY | | | 0026 714-26712 42.000 m | 1100.00000 46200.00| 1400.00000 58800.00| 1368.00000 57456.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1800 mm | | | 0027 715-05151 6.000 m | 94.00000 564.00| 125.00000 750.00| 72.00000 432.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0028 715-05152 55.000 m | 64.00000 3520.00| 90.00000 4950.00| 78.00000 4290.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0029 720-45045 2.000 EACH| 1200.00000 2400.00| 1450.00000 2900.00| 1965.00000 3930.00 INLET, J10 | | | 0030 801-04308 2.000 EACH| 175.00000 350.00| 315.65000 631.30| 315.00000 630.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0031 801-06203 250.000 m | 2.50000 625.00| 1.00000 250.00| 1.00000 250.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0032 801-06207 250.000 m | 2.79000 697.50| 3.21000 802.50| 3.00000 750.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0033 801-06605 12.000 EACH| 65.00000 780.00| 214.00000 2568.00| 215.00000 2580.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 340,794.54 ROUTE : SR 162 CALL ORDER : 141 CONTRACT ID : R -26082-A COUNTIES : DUBOIS LETTING DATE : 08/13/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2072438 |(3) 35-1009310 |RUDOLPH, J.H. & CO |T D & O LLC |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06625 10.000 EACH| 70.00000 700.00| 96.30000 963.00| 95.00000 950.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0035 801-06640 28.000 EACH| 82.50000 2310.00| 75.00000 2100.00| 74.00000 2072.00 CONSTRUCTION SIGN, A | | | 0036 801-06775 LUMP| 11000.00000 11000.00| 28500.00000 28500.00| 18000.00000 18000.00 MAINTAINING TRAFFIC | | | 0037 802-76025 1.200 m2 | 275.00000 330.00| 230.00000 276.00| 220.00000 264.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0038 802-76055 9.000 m | 22.00000 198.00| 14.00000 126.00| 14.00000 126.00 SIGN POST, A | | | 0039 808-06703 1557.000 m | 1.25000 1946.25| 1.26000 1961.82| 1.30000 2024.10 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0040 808-06705 17.000 m | 2.50000 42.50| 2.68000 45.56| 2.80000 47.60 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0041 808-75245 934.000 m | 1.25000 1167.50| 1.26000 1176.84| 1.20000 1120.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0042 808-75260 8.000 m | 3.75000 30.00| 20.75000 166.00| 21.00000 168.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0043 808-75278 126.000 m | 3.75000 472.50| 13.70000 1726.20| 14.00000 1764.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0044 808-75297 12.000 m | 17.50000 210.00| 20.75000 249.00| 21.00000 252.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0045 808-75320 8.000 EACH| 49.00000 392.00| 53.50000 428.00| 53.00000 424.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0046 808-75325 4.000 EACH| 67.00000 268.00| 64.20000 256.80| 65.00000 260.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0047 808-92027 284.000 m | 2.50000 710.00| 2.50000 710.00| 2.50000 710.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 247,992.65| $ 286,174.07| $ 289,795.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 247,992.65| $ 286,174.07| $ 289,795.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,906,705.00 ROUTE : 70 CALL ORDER : 161 CONTRACT ID : R -26212-D COUNTIES : CLAY PUTNAM LETTING DATE : 08/13/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/15/03 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 $ 1,945,088.33 100.0000% 2 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 2,283,492.96 117.3979% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-2126716 | |RIETH RILEY CONSTRUCTION |WABASH VALLEY ASPHALT CO. LL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT PATCHING | | | 0001 105-07038 7.000 MOS | 2300.00000 16100.00| 1250.00000 8750.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 150000.00000 150000.00| 81041.00000 81041.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 20610.000 SYS | 5.00000 103050.00| 4.65000 95836.50| SURFACE MILLING, ASPHALT | | | 0004 303-52308 1182.000 TON | 26.00000 30732.00| 69.63000 82302.66| COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 1000.000 TON | 75.00000 75000.00| 96.67000 96670.00| HMA FOR PATCHING | | | 0006 401-05437 2461.000 TON | 110.00000 270710.00| 98.72000 242949.92| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0007 401-05455 2544.000 TON | 52.00000 132288.00| 117.32000 298462.08| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0008 401-05456 1700.000 TON | 90.00000 153000.00| 129.16000 219572.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 401-05467 13932.000 LFT | 0.60000 8359.20| 0.90000 12538.80| MILLED HMA CORRUGATIONS | | | 0010 402-05475 1182.000 TON | 60.00000 70920.00| 119.17000 140858.94| HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0011 405-05517 5.000 TON | 300.00000 1500.00| 425.00000 2125.00| ASPHALT FOR PRIME COAT | | | 0012 406-05520 7.000 TON | 180.00000 1260.00| 285.00000 1995.00| ASPHALT FOR TACK COAT | | | 0013 503-05240 180.000 LFT | 11.00000 1980.00| 22.32000 4017.60| D-1 CONTRACTION JOINT | | | 0014 506-06333 840.000 SYS | 105.00000 88200.00| 135.24000 113601.60| PCCP PATCHING, FULL DEPTH | | | 0015 602-06639 600.000 LFT | 90.00000 54000.00| 37.21000 22326.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,906,705.00 ROUTE : 70 CALL ORDER : 161 CONTRACT ID : R -26212-D COUNTIES : CLAY PUTNAM LETTING DATE : 08/13/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-2126716 | |RIETH RILEY CONSTRUCTION |WABASH VALLEY ASPHALT CO. LL| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 602-06646 5400.000 LFT | 21.00000 113400.00| 24.40000 131760.00| TEMPORARY CONCRETE BARRIER | | | 0017 715-05053 3876.000 LFT | 41.25000 159885.00| 14.47000 56085.72| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0018 715-05203 9816.000 LFT | 6.80000 66748.80| 5.89000 57816.24| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0019 718-06526 520.000 TON | 110.00000 57200.00| 52.00000 27040.00| HMA FOR UNDERDRAINS | | | 0020 718-06529 53.000 EACH| 550.00000 29150.00| 646.50000 34264.50| OUTLET PROTECTOR, 2 | | | 0021 718-06531 102.000 EACH| 500.00000 51000.00| 547.28000 55822.56| OUTLET PROTECTOR, 3 | | | 0022 718-52610 244.000 CYS | 61.00000 14884.00| 42.00000 10248.00| AGGREGATE FOR UNDERDRAINS | | | 0023 801-01093 20.000 EACH| 640.00000 12800.00| 1155.00000 23100.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0024 801-06207 28724.000 LFT | 1.10000 31596.40| 1.00000 28724.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0025 801-06640 50.000 EACH| 67.00000 3350.00| 156.45000 7822.50| CONSTRUCTION SIGN, A | | | 0026 801-06710 400.000 DAY | 22.00000 8800.00| 14.70000 5880.00| FLASHING ARROW SIGN | | | 0027 801-06775 LUMP| 177200.00000 177200.00| 102019.00000 102019.00| MAINTAINING TRAFFIC | | | 0028 805-05406 2.000 EACH| 26100.00000 52200.00| 23500.00000 47000.00| DATA COLLECTION SITE , 4 LANE | | | 0029 808-06702 713.000 LFT | 0.60000 427.80| 365.00000 260245.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0030 808-06713 8608.000 LFT | 0.08000 688.64| 0.55000 4734.40| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0031 808-06714 1448.000 LFT | 0.08000 115.84| 0.55000 796.40| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0032 808-06716 17992.000 LFT | 0.45000 8096.40| 0.37000 6657.04| LINE, REMOVE | | | 0033 808-75996 105.000 EACH| 4.25000 446.25| 4.10000 430.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,945,088.33| $ 2,283,492.96| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,945,088.33| $ 2,283,492.96| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 165 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 790,624.50 ROUTE : 70 CALL ORDER : 165 CONTRACT ID : R -26277-B COUNTIES : HANCOCK LETTING DATE : 08/13/02 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. $ 768,574.00 100.0000% 2 35-1057871 SMOCK FANSLER CORPORATION $ 791,256.00 102.9511% ==================================================================================================================================== |(1) 35-2031359 |(2) 35-1057871 | |HERITAGE INDUSTRIAL SERVICES|SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REST AREA SEWAGE TREATMENT | | | 0001 105-06845 LUMP| 10560.00000 10560.00| 24600.00000 24600.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 14.000 MOS | 500.00000 7000.00| 650.00000 9100.00| FIELD OFFICE, A | | | 0003 105-07087 1.000 EACH| 10000.00000 10000.00| 10000.00000 10000.00| ADMINISTRATIVE ITEM EQUIPMENT START-UP | | | 0004 105-07087 1.000 EACH| 20400.00000 20400.00| 14100.00000 14100.00| ADMINISTRATIVE ITEM TEMPORARY FACILITIES| | | 0005 110-01001 LUMP| 18751.40000 18751.40| 52000.00000 52000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-01025 1.000 ACRE| 772.00000 772.00| 4840.00000 4840.00| SCALPING | | | 0007 203-02000 1230.000 CYS | 5.00000 6150.00| 10.00000 12300.00| EXCAVATION, COMMON | | | 0008 203-02055 1285.000 CYS | 5.00000 6425.00| 10.00000 12850.00| EMBANKMENT | | | 0009 203-04523 LUMP| 5000.00000 5000.00| 27500.00000 27500.00| DEWATERING | | | 0010 205-03663 LUMP| 9324.00000 9324.00| 8700.00000 8700.00| LANDSCAPING SALVAGE, PROTECTION AND | | | REPLACEMENT | | | 0011 205-06937 636.000 LFT | 2.75000 1749.00| 2.50000 1590.00| TEMPORARY SILT FENCE | | | 0012 210-07312 LUMP| 142100.00000 142100.00| 135000.00000 135000.00| WETLAND CELLS | | | 0013 210-07313 LUMP| 22400.00000 22400.00| 17500.00000 17500.00| BIOFIELD | | | 0014 210-07314 332.000 LFT | 23.50000 7802.00| 16.00000 5312.00| FORCE MAIN , 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 165 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 790,624.50 ROUTE : 70 CALL ORDER : 165 CONTRACT ID : R -26277-B COUNTIES : HANCOCK LETTING DATE : 08/13/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2031359 |(2) 35-1057871 | |HERITAGE INDUSTRIAL SERVICES|SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 210-07315 2.000 EACH| 11200.00000 22400.00| 4200.00000 8400.00| CHAMBER , ACTUATOR | | | 0016 210-07315 3.000 EACH| 6800.00000 20400.00| 4500.00000 13500.00| CHAMBER , FLUME CHAMBER | | | 0017 210-07316 1.000 EACH| 19700.00000 19700.00| 4500.00000 4500.00| MAGNETIC FLOWMETER CHAMBER | | | 0018 210-07316 4.000 EACH| 7250.00000 29000.00| 4500.00000 18000.00| MAGNETIC FLOWMETER CHAMBER, INSTALL | | | 0019 210-07317 1.000 EACH| 1150.00000 1150.00| 3670.00000 3670.00| CHECK VALVES WITH VALVE BOX, 4 IN. | | | 0020 211-02060 220.000 CYS | 30.00000 6600.00| 28.00000 6160.00| B BORROW FOR STRUCTURE BACKFILL | | | 0021 305-06459 16.000 SYS | 72.00000 1152.00| 90.00000 1440.00| CEMENT CONCRETE 6 IN., FOR AUTO SAMPLER | | | PADS | | | 0022 621-06567 15.600 MG | 2.50000 39.00| 2.50000 39.00| WATER | | | 0023 621-06574 3904.000 SYS | 3.80000 14835.20| 4.00000 15616.00| SODDING | | | 0024 715-02616 120.000 LFT | 28.00000 3360.00| 26.00000 3120.00| PIPE, PVC, SDR 35, 4 IN. | | | 0025 715-02906 138.000 LFT | 42.00000 5796.00| 33.00000 4554.00| WATER LINE, 4 IN. | | | 0026 715-04612 95.000 LFT | 56.50000 5367.50| 44.00000 4180.00| PIPE , 4 IN., PVC, CARRIER FORCE MAIN | | | 0027 715-04612 144.000 LFT | 51.70000 7444.80| 61.50000 8856.00| PIPE , 8 IN., GRAVITY CARRIER | | | 0028 715-04612 141.000 LFT | 27.00000 3807.00| 20.00000 2820.00| PIPE , HDPE, GASKET JOINT, 2 IN. | | | 0029 715-04612 274.000 LFT | 15.60000 4274.40| 7.00000 1918.00| PIPE , SLOTTED DRAIN, 6 IN. | | | 0030 715-05053 248.000 LFT | 16.00000 3968.00| 7.50000 1860.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0031 715-05766 248.000 LFT | 39.00000 9672.00| 23.00000 5704.00| FORCE MAIN, 4 IN. | | | 0032 715-07319 2.000 EACH| 34500.00000 69000.00| 32300.00000 64600.00| SEPTIC TANK | | | 0033 715-90052 LUMP| 21500.00000 21500.00| 13500.00000 13500.00| LIFT STATION , LS-1 | | | 0034 715-90052 LUMP| 21500.00000 21500.00| 13500.00000 13500.00| LIFT STATION , LS-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 165 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 790,624.50 ROUTE : 70 CALL ORDER : 165 CONTRACT ID : R -26277-B COUNTIES : HANCOCK LETTING DATE : 08/13/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2031359 |(2) 35-1057871 | |HERITAGE INDUSTRIAL SERVICES|SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 715-90052 LUMP| 16750.00000 16750.00| 12000.00000 12000.00| LIFT STATION , LS-3 | | | 0036 715-90052 LUMP| 29150.00000 29150.00| 22700.00000 22700.00| LIFT STATION , LS-4 | | | 0037 718-04986 6.000 EACH| 460.00000 2760.00| 175.00000 1050.00| CLEANOUT , 6 IN. PVC | | | 0038 718-06529 1.000 EACH| 1180.00000 1180.00| 150.00000 150.00| OUTLET PROTECTOR, 2 | | | 0039 718-52610 31.000 CYS | 56.00000 1736.00| 37.00000 1147.00| AGGREGATE FOR UNDERDRAINS | | | 0040 718-99153 48.000 SYS | 4.60000 220.80| 4.50000 216.00| GEOTEXTILES FOR UNDERDRAIN | | | 0041 720-94157 2.000 EACH| 5800.00000 11600.00| 3800.00000 7600.00| MANHOLE, C | | | 0042 732-03718 1.000 EACH| 9500.00000 9500.00| 3650.00000 3650.00| AIR VACUUM RELEASE VALVE STRUCTURE | | | 0043 732-04174 299.000 LFT | 26.40000 7893.60| 25.00000 7475.00| PIPE, PVC, SDR 35, GASKET JOINT, 6 IN. | | | 0044 732-04179 22.000 LFT | 32.15000 707.30| 30.00000 660.00| PIPE, PVC, SDR 35, GASKET JOINT, 8 IN. | | | 0045 732-04749 95.000 LFT | 49.00000 4655.00| 29.00000 2755.00| CASING 10 IN. HDPE, OPEN CUT | | | 0046 732-04749 144.000 LFT | 100.50000 14472.00| 200.00000 28800.00| CASING 16 IN. HDPE, DIRECTIONAL DRILLED | | | 0047 732-04837 2.000 EACH| 1150.00000 2300.00| 800.00000 1600.00| PLUG VALVES WITH VALVE BOX, 4 IN. | | | 0048 732-04837 2.000 EACH| 1300.00000 2600.00| 1200.00000 2400.00| PLUG VALVES WITH VALVE BOX, 6 IN. | | | 0049 732-04926 1.000 EACH| 8250.00000 8250.00| 3500.00000 3500.00| VALVE PIT | | | 0050 732-06842 1.000 EACH| 3800.00000 3800.00| 3500.00000 3500.00| TAP , EXISTING, REMOVE | | | 0051 807-02560 LUMP| 78000.00000 78000.00| 102184.00000 102184.00| ELECTRICAL WORK , EXTERIOR | | | 0052 807-02560 LUMP| 27000.00000 27000.00| 57240.00000 57240.00| ELECTRICAL WORK , INTERIOR | | | 0053 807-04988 1.000 EACH| 6600.00000 6600.00| 1300.00000 1300.00| BOX , DISTRIBUTION | | | SECTION TOTALS | $ 768,574.00| $ 791,256.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 768,574.00| $ 791,256.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 280,480.00 ROUTE : CALL ORDER : 171 CONTRACT ID : R -26303-A COUNTIES : ELKHART LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 04/12/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9920057 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0934755 OLENTANGY RESTORATION IRREGUALR BID $ 234,570.00 100.0000% 2 35-0888309 CASTEEL CONSTRUCTION CORP $ 362,000.00 154.3249% ==================================================================================================================================== ALL BIDS REJECTED, TO BE READVERTISED. INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 177 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,777,497.37 ROUTE : 65 465 CALL ORDER : 177 CONTRACT ID : R -26305-A COUNTIES : JOHNSON MARION LETTING DATE : 08/13/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/18/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0653295 0653291 0653292 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 4,216,744.57 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 4,460,000.00 105.7687% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL IMPROVEMENT | | | 0001 105-06845 LUMP| 21651.00000 21651.00| 37000.00000 37000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1976.25000 19762.50| 2000.00000 20000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 200000.00000 200000.00| 229906.07000 229906.07| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 4149.500 LFT | 1.57000 6514.72| 1.60000 6639.20| GUARDRAIL, REMOVE | | | 0005 202-51328 LUMP| 27021.97000 27021.97| 15000.00000 15000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR.#1 | | | 0006 202-51328 LUMP| 6208.29000 6208.29| 4000.00000 4000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR.#2 | | | 0007 202-51328 LUMP| 27021.97000 27021.97| 15000.00000 15000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR.#3 | | | 0008 202-51328 LUMP| 6208.29000 6208.29| 4000.00000 4000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR.#4 | | | 0009 202-51328 LUMP| 13145.47000 13145.47| 8000.00000 8000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR.#8 | | | 0010 202-51330 LUMP| 583.43000 583.43| 2000.00000 2000.00| PRESENT STRUCTURE, REMOVE UNDERDRAIN | | | OUTLET PROTECTOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 177 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,777,497.37 ROUTE : 65 465 CALL ORDER : 177 CONTRACT ID : R -26305-A COUNTIES : JOHNSON MARION LETTING DATE : 08/13/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-60820 322750.000 SYS | 0.48000 154920.00| 0.25000 80687.50| SURFACE MILLING, ASPHALT , 1 1/4 IN. | | | 0012 202-93608 6.000 EACH| 1458.57000 8751.42| 1600.00000 9600.00| MEDIAN CROSSOVER, REMOVE | | | 0013 202-95027 12.000 EACH| 289.17000 3470.04| 1000.00000 12000.00| IMPACT ATTENUATOR, REMOVE | | | 0014 202-96151 LUMP| 1597.09000 1597.09| 4000.00000 4000.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0015 203-02000 235.000 CYS | 113.76000 26733.60| 130.00000 30550.00| EXCAVATION, COMMON | | | 0016 203-02070 1275.000 CYS | 19.98000 25474.50| 30.00000 38250.00| BORROW | | | 0017 205-06932 1000.000 LFT | 5.80000 5800.00| 5.10000 5100.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06933 27.000 EACH| 56.71000 1531.17| 58.00000 1566.00| TEMPORARY DITCH INLET PROTECTION | | | 0019 205-06937 3000.000 LFT | 1.99000 5970.00| 1.60000 4800.00| TEMPORARY SILT FENCE | | | 0021 305-07464 1000.000 SYS | 174.00000 174000.00| 100.00000 100000.00| PCC BASE PATCHING, 9 IN. | | | 0024 404-05511 130215.000 SYS | 0.57000 74222.55| 0.85000 110682.75| SEAL COAT, 2 | | | 0025 406-05520 75.000 TON | 168.00000 12600.00| 185.00000 13875.00| ASPHALT FOR TACK COAT | | | 0026 503-03489 322.000 EACH| 13.96000 4495.12| 10.00000 3220.00| RETROFITTED TIE BARS | | | 0027 503-05240 432.000 LFT | 10.57000 4566.24| 10.00000 4320.00| D-1 CONTRACTION JOINT | | | 0028 506-06333 10.000 SYS | 385.00000 3850.00| 270.00000 2700.00| PCCP PATCHING, FULL DEPTH , 11 IN. | | | 0029 506-06333 206.200 SYS | 390.00000 80418.00| 280.00000 57736.00| PCCP PATCHING, FULL DEPTH , 14 IN. | | | 0030 506-06333 10.000 SYS | 383.00000 3830.00| 265.00000 2650.00| PCCP PATCHING, FULL DEPTH , 9 IN. | | | 0033 601-05999 26.000 EACH| 34.02000 884.52| 35.00000 910.00| CURVED TERMINAL END | | | 0034 601-91649 4.000 EACH| 324.77000 1299.08| 330.00000 1320.00| GUARD RAIL THRIE BEAM TRANSITION | | | SECTION, GALVANIZED | | | 0035 601-91650 56.000 LFT | 66.41000 3718.96| 68.00000 3808.00| GUARD RAIL THRIE BEAM EXPANSION RAIL, | | | GALVANIZED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 177 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,777,497.37 ROUTE : 65 465 CALL ORDER : 177 CONTRACT ID : R -26305-A COUNTIES : JOHNSON MARION LETTING DATE : 08/13/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 601-94690 1.000 EACH| 3067.23000 3067.23| 3100.00000 3100.00| GUARDRAIL END TREATMENT, MS | | | 0037 601-99105 2126.000 LFT | 9.38000 19941.88| 9.60000 20409.60| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0038 601-99108 34237.000 LFT | 12.70000 434809.90| 13.00000 445081.00| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0039 601-99123 2.000 EACH| 2123.86000 4247.72| 2100.00000 4200.00| GUARDRAIL TRANSITION, GP | | | 0040 601-99132 4.000 EACH| 67.02000 268.08| 68.00000 272.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0042 616-02320 53.000 SYS | 1.97000 104.41| 5.00000 265.00| GEOTEXTILES | | | 0043 616-06405 30.000 TON | 63.78000 1913.40| 45.00000 1350.00| RIPRAP, REVETMENT | | | 0044 621-01004 5.000 EACH| 680.46000 3402.30| 310.00000 1550.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-02363 1000.000 SYS | 0.70000 700.00| 0.27000 270.00| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0046 621-06559 26860.000 SYS | 0.33000 8863.80| 0.36000 9669.60| MULCHED SEEDING, R | | | 0047 621-06574 2540.000 SYS | 4.60000 11684.00| 3.30000 8382.00| SODDING | | | 0048 706-91957 141.000 LFT | 50.06000 7058.46| 51.00000 7191.00| BRIDGE RAILING, THRIE BEAM | | | 0049 715-05053 69.500 LFT | 80.00000 5560.00| 25.00000 1737.50| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0050 715-06863 230.000 LFT | 300.91000 69209.30| 310.00000 71300.00| PIPE LINER, THERMOPLASTIC, AREA 11.6 | | | SFT. | | | 0051 720-44000 1.000 EACH| 1683.28000 1683.28| 630.00000 630.00| CASTING, ADJUST TO GRADE | | | 0052 720-44000 23.000 EACH| 1066.55000 24530.65| 1100.00000 25300.00| CASTING, ADJUST TO GRADE CAST IN PLACE | | | RISER | | | 0053 720-45065 2.000 EACH| 2521.77000 5043.54| 1500.00000 3000.00| INLET, N12 , RELOCATE | | | 0054 720-45615 2.500 LFT | 303.18000 757.95| 700.00000 1750.00| STRUCTURE, INLET, RECONSTRUCT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 177 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,777,497.37 ROUTE : 65 465 CALL ORDER : 177 CONTRACT ID : R -26305-A COUNTIES : JOHNSON MARION LETTING DATE : 08/13/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 724-03276 872.000 LFT | 160.70000 140130.40| 80.00000 69760.00| EXPANSION JOINT SEALING SYSTEM | | | 0056 801-01093 16.000 EACH| 644.38000 10310.08| 660.00000 10560.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0057 801-04308 6.000 EACH| 161.87000 971.22| 160.00000 960.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06198 95.000 DAY | 500.00000 47500.00| 700.00000 66500.00| PATROLLER | | | 0059 801-06208 3650.000 LFT | 1.34000 4891.00| 1.00000 3650.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN. | | | 0060 801-06606 18.000 EACH| 60.83000 1094.94| 62.00000 1116.00| BARRICADE, IIIB | | | 0061 801-06640 134.000 EACH| 67.02000 8980.68| 68.00000 9112.00| CONSTRUCTION SIGN, A | | | 0062 801-06710 660.000 DAY | 14.43000 9523.80| 15.00000 9900.00| FLASHING ARROW SIGN | | | 0063 801-06775 LUMP| 65000.00000 65000.00| 140000.00000 140000.00| MAINTAINING TRAFFIC | | | 0064 801-07215 405.000 DAY | 36.09000 14616.45| 37.00000 14985.00| TEMPOORARY CHANGEABLE MESSAGE SIGN | | | 0065 805-05406 2.000 EACH| 29361.81000 58723.62| 30000.00000 60000.00| DATA COLLECTION SITE , 6 LANE | | | 0066 805-07535 LUMP| 54410.22000 54410.22| 55000.00000 55000.00| WIM STATION, 6 LANE PIEZO | | | 0067 808-03631 40.000 LFT | 25.78000 1031.20| 26.00000 1040.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0068 808-03632 8.000 LFT | 25.78000 206.24| 26.00000 208.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0069 808-06702 36410.000 LFT | 0.40000 14564.00| 0.40000 14564.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0070 808-06713 88807.000 LFT | 0.07000 6216.49| 0.07000 6216.49| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0071 808-06714 88807.000 LFT | 0.07000 6216.49| 0.07000 6216.49| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0072 808-74811 57.000 LFT | 30.93000 1763.01| 32.00000 1824.00| LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0073 808-75996 4055.000 EACH| 4.15000 16828.25| 4.00000 16220.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 177 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,777,497.37 ROUTE : 65 465 CALL ORDER : 177 CONTRACT ID : R -26305-A COUNTIES : JOHNSON MARION LETTING DATE : 08/13/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 808-75998 4125.000 EACH| 20.00000 82500.00| 20.00000 82500.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0075 211-02060 2.500 CYS | 34.85000 87.13| 70.00000 175.00| B BORROW FOR STRUCTURE BACKFILL | | | 0076 401-05456 26630.000 TON | 45.00000 1198350.00| 46.00000 1224980.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0077 402-05495 5500.000 TON | 27.00000 148500.00| 46.00000 253000.00| HMA WEDGE AND LEVEL | | | 0078 305-06082 2271.000 TON | 130.00000 295230.00| 130.00000 295230.00| HMA PATCHING FOR ASPHALT PAVEMENT | | | 0079 305-93341 198972.000 LFT | 1.32000 262643.04| 1.80000 358149.60| SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0080 305-93342 176864.000 LFT | 1.32000 233460.48| 1.80000 318355.20| SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0081 401-05467 5000.000 LFT | 0.78000 3900.00| 1.00000 5000.00| MILLED HMA CORRUGATIONS | | | SECTION TOTALS | $ 4,216,744.57| $ 4,460,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,216,744.57| $ 4,460,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,587,467.10 ROUTE : CALL ORDER : 181 CONTRACT ID : R -26431-A COUNTIES : CLARK LETTING DATE : 08/13/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 130 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : C730009 C730010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 7,553,000.00 100.0000% 2 35-1698047 GRADEX, INC. $ 8,347,245.37 110.5156% 3 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 8,577,197.55 113.5601% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1698047 |(3) 35-1487672 |GOHMANN ASPHALT & CONSTR., I|GRADEX, INC. |MAC CONSTRUCTION & EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 58000.00000 58000.00| 225000.00000 225000.00| 90000.00000 90000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1300.00000 23400.00| 2500.00000 45000.00| 1700.00000 30600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 370000.00000 370000.00| 421800.00000 421800.00| 255000.00000 255000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 145000.00000 145000.00| 168000.00000 168000.00| 100000.00000 100000.00 CLEARING RIGHT OF WAY | | | 0005 202-03000 LUMP| 4273.45000 4273.45| 20000.00000 20000.00| 16000.00000 16000.00 HOUSES AND BUILDINGS, REMOVE | | | 0006 202-60820 8347.780 SYS | 1.50000 12521.67| 2.50000 20869.45| 1.40000 11686.89 SURFACE MILLING, ASPHALT | | | 0008 203-02045 23436.000 CYS | 2.00000 46872.00| 3.90000 91400.40| 4.10000 96087.60 EXCAVATION FOR SUBGRADE TREATMENT | | | 0009 203-02055 383292.000 CYS | 4.55000 1743978.60| 3.40000 1303192.80| 6.75000 2587221.00 EMBANKMENT | | | 0010 205-02224 2314.000 LFT | 1.50000 3471.00| 1.58000 3656.12| 1.50000 3471.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-06931 462.000 TON | 15.00000 6930.00| 25.70000 11873.40| 30.00000 13860.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 9.000 EACH| 50.00000 450.00| 52.00000 468.00| 50.00000 450.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 5514.000 LFT | 1.50000 8271.00| 1.58000 8712.12| 2.40000 13233.60 TEMPORARY SILT FENCE | | | 0014 206-51230 787.000 CYS | 30.00000 23610.00| 105.00000 82635.00| 90.00000 70830.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,587,467.10 ROUTE : CALL ORDER : 181 CONTRACT ID : R -26431-A COUNTIES : CLARK LETTING DATE : 08/13/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1698047 |(3) 35-1487672 |GOHMANN ASPHALT & CONSTR., I|GRADEX, INC. |MAC CONSTRUCTION & EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-02050 20000.000 CYS | 11.00000 220000.00| 15.80000 316000.00| 16.00000 320000.00 B BORROW | | | 0016 211-02060 3637.700 CYS | 19.00000 69116.30| 18.30000 66569.91| 21.00000 76391.70 B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 382.000 CYS | 30.00000 11460.00| 27.30000 10428.60| 21.00000 8022.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 303-52308 27490.670 TON | 10.00000 274906.70| 10.00000 274906.70| 12.15000 334011.64 COMPACTED AGGREGATE, O, 53 | | | 0019 305-05204 57.000 TON | 61.00000 3477.00| 105.00000 5985.00| 65.00000 3705.00 HMA FOR PATCHING | | | 0020 401-05437 32109.460 TON | 26.00000 834845.96| 31.09000 998283.11| 27.50000 883010.15 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0021 401-05455 11747.420 TON | 28.00000 328927.76| 33.89000 398120.06| 29.00000 340675.18 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0022 401-05456 5454.150 TON | 35.00000 190895.25| 46.73000 254872.43| 41.00000 223620.15 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0023 401-05459 1299.440 TON | 30.00000 38983.20| 34.65000 45025.60| 35.00000 45480.40 QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0024 401-05464 156.360 TON | 37.00000 5785.32| 52.50000 8208.90| 58.00000 9068.88 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0025 401-06264 LUMP| 3000.00000 3000.00| 13125.00000 13125.00| 5500.00000 5500.00 PROFILOGRAPH, HMA | | | 0026 404-05511 6862.080 SYS | 1.50000 10293.12| 1.31000 8989.32| 1.35000 9263.81 SEAL COAT, 2 | | | 0027 405-05517 85.000 TON | 280.00000 23800.00| 262.50000 22312.50| 215.00000 18275.00 ASPHALT FOR PRIME COAT | | | 0028 406-05520 38.400 TON | 175.00000 6720.00| 199.50000 7660.80| 200.00000 7680.00 ASPHALT FOR TACK COAT | | | 0029 601-01522 4.000 EACH| 1275.00000 5100.00| 1338.75000 5355.00| 1275.00000 5100.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-94689 8.000 EACH| 2200.00000 17600.00| 2310.00000 18480.00| 2200.00000 17600.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 400.000 LFT | 10.50000 4200.00| 11.03000 4412.00| 10.50000 4200.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 601-99123 4.000 EACH| 2000.00000 8000.00| 2100.00000 8400.00| 2000.00000 8000.00 GUARDRAIL TRANSITION, GP | | | 0033 602-06729 24.000 EACH| 6.00000 144.00| 8.93000 214.32| 8.50000 204.00 BARRIER DELINEATOR | | | 0034 604-06069 199.000 SYS | 50.00000 9950.00| 30.19000 6007.81| 55.00000 10945.00 CURB RAMP, CONCRETE | | | 0035 604-06070 6816.000 SYS | 24.00000 163584.00| 54.60000 372153.60| 24.00000 163584.00 SIDEWALK, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 181 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,587,467.10 ROUTE : CALL ORDER : 181 CONTRACT ID : R -26431-A COUNTIES : CLARK LETTING DATE : 08/13/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1698047 |(3) 35-1487672 |GOHMANN ASPHALT & CONSTR., I|GRADEX, INC. |MAC CONSTRUCTION & EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 605-06120 55.000 LFT | 20.50000 1127.50| 11.55000 635.25| 20.50000 1127.50 CURB, CONCRETE | | | 0037 605-06140 11611.000 LFT | 11.00000 127721.00| 10.45000 121334.95| 10.00000 116110.00 CURB AND GUTTER, CONCRETE | | | 0038 605-06155 4309.000 LFT | 9.75000 42012.75| 9.19000 39599.71| 9.10000 39211.90 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0039 605-06255 373.000 SYS | 50.00000 18650.00| 43.05000 16057.65| 75.00000 27975.00 CENTER CURB, D, CONCRETE | | | 0040 610-06259 342.000 SYS | 50.00000 17100.00| 58.80000 20109.60| 55.00000 18810.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0041 611-05330 4084.100 SYS | 32.00000 130691.20| 31.24000 127587.28| 34.00000 138859.40 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0042 611-06497 5.000 EACH| 180.00000 900.00| 236.25000 1181.25| 180.00000 900.00 MAILBOX ASSEMBLY, SINGLE | | | 0043 614-06480 220.000 LFT | 75.00000 16500.00| 68.25000 15015.00| 18.00000 3960.00 HEADER, CEMENT CONCRETE, C | | | 0044 615-06490 135.000 EACH| 105.00000 14175.00| 110.25000 14883.75| 105.00000 14175.00 RIGHT OF WAY MARKER | | | 0045 615-06505 31.000 EACH| 360.00000 11160.00| 456.75000 14159.25| 435.00000 13485.00 MONUMENT, B | | | 0046 615-06510 1.000 EACH| 320.00000 320.00| 430.50000 430.50| 410.00000 410.00 MONUMENT, C | | | 0047 615-06515 1.000 EACH| 150.00000 150.00| 147.00000 147.00| 140.00000 140.00 MONUMENT, D | | | 0048 615-06527 2.000 EACH| 270.00000 540.00| 315.00000 630.00| 300.00000 600.00 MONUMENT, SECTION CORNER | | | 0049 616-02320 31100.000 SYS | 1.00000 31100.00| 1.12000 34832.00| 1.00000 31100.00 GEOTEXTILES | | | 0050 616-06405 341.120 TON | 17.00000 5799.04| 25.70000 8766.78| 18.00000 6140.16 RIPRAP, REVETMENT | | | 0051 616-51367 1055.000 SYS | 55.00000 58025.00| 58.80000 62034.00| 34.00000 35870.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0052 621-01004 2.000 EACH| 515.00000 1030.00| 540.75000 1081.50| 515.00000 1030.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-06545 6.900 TON | 495.00000 3415.50| 519.75000 3586.28| 495.00000 3415.50 FERTILIZER | | | 0054 621-06554 2595.000 LBS | 3.30000 8563.50| 3.47000 9004.65| 3.30000 8563.50 SEED MIXTURE, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 181 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,587,467.10 ROUTE : CALL ORDER : 181 CONTRACT ID : R -26431-A COUNTIES : CLARK LETTING DATE : 08/13/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1698047 |(3) 35-1487672 |GOHMANN ASPHALT & CONSTR., I|GRADEX, INC. |MAC CONSTRUCTION & EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 621-06565 34.600 TON | 410.00000 14186.00| 430.50000 14895.30| 410.00000 14186.00 MULCHING MATERIAL | | | 0056 621-06574 2027.000 SYS | 2.90000 5878.30| 3.05000 6182.35| 2.90000 5878.30 SODDING | | | 0057 621-06575 8123.000 SYS | 2.90000 23556.70| 3.05000 24775.15| 2.90000 23556.70 SODDING, NURSERY | | | 0058 701-91792 134.000 EACH| 125.00000 16750.00| 105.00000 14070.00| 70.00000 9380.00 PILE TIP, STEEL H | | | 0059 701-93658 6454.000 LFT | 31.00000 200074.00| 34.65000 223631.10| 44.00000 283976.00 PILE, STEEL H, HP 12 X 63 | | | 0060 702-44240 21.400 CYS | 725.00000 15515.00| 824.25000 17638.95| 450.00000 9630.00 CONCRETE, A, STRUCTURES | | | 0061 702-51015 405.000 CYS | 400.00000 162000.00| 262.50000 106312.50| 225.00000 91125.00 CONCRETE, B, FOOTINGS | | | 0062 702-94139 542.300 CYS | 275.00000 149132.50| 472.50000 256236.75| 345.00000 187093.50 CONCRETE, A, ABOVE FOOTINGS | | | 0063 703-51030 97936.000 LBS | 0.55000 53864.80| 0.53000 51906.08| 0.51000 49947.36 REINFORCING STEEL | | | 0064 703-51032 195819.000 LBS | 0.60000 117491.40| 0.63000 123365.97| 0.54000 105742.26 REINFORCING STEEL, EPOXY COATED | | | 0065 704-51002 799.400 CYS | 350.00000 279790.00| 378.00000 302173.20| 360.00000 287784.00 CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-01268 454.000 LFT | 30.75000 13960.50| 32.29000 14659.66| 30.75000 13960.50 HANDRAIL, ALUMINUM | | | 0067 706-05732 4.000 EACH| 1250.00000 5000.00| 1785.00000 7140.00| 1900.00000 7600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0068 706-51020 44.200 CYS | 550.00000 24310.00| 577.50000 25525.50| 450.00000 19890.00 CONCRETE, C, RAILING | | | 0069 707-51045 LUMP| 235000.00000 235000.00| 195000.00000 195000.00| 200000.00000 200000.00 CONCRETE STRUCTURAL MEMBERS | | | 0070 709-51821 LUMP| 11500.00000 11500.00| 15750.00000 15750.00| 15000.00000 15000.00 SURFACE SEAL | | | 0071 714-01634 217.000 LFT | 275.00000 59675.00| 248.00000 53816.00| 220.00000 47740.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 4 FT. | | | 0072 714-06660 83.640 SYS | 300.00000 25092.00| 204.75000 17125.29| 345.00000 28855.80 WINGWALL | | | 0073 715-05048 20168.000 LFT | 2.50000 50420.00| 2.78000 56067.04| 2.10000 42352.80 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0074 715-05053 335.000 LFT | 10.00000 3350.00| 14.00000 4690.00| 9.80000 3283.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 181 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,587,467.10 ROUTE : CALL ORDER : 181 CONTRACT ID : R -26431-A COUNTIES : CLARK LETTING DATE : 08/13/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1698047 |(3) 35-1487672 |GOHMANN ASPHALT & CONSTR., I|GRADEX, INC. |MAC CONSTRUCTION & EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 715-05119 109.000 LFT | 25.00000 2725.00| 26.00000 2834.00| 20.00000 2180.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0076 715-05123 310.000 LFT | 30.00000 9300.00| 37.00000 11470.00| 28.00000 8680.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0077 715-05125 120.000 LFT | 40.00000 4800.00| 51.00000 6120.00| 38.00000 4560.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0078 715-05149 2439.000 LFT | 24.00000 58536.00| 21.00000 51219.00| 18.00000 43902.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0079 715-05151 1403.000 LFT | 25.00000 35075.00| 26.00000 36478.00| 19.00000 26657.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0080 715-05152 1508.000 LFT | 26.00000 39208.00| 28.00000 42224.00| 23.00000 34684.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0081 715-05154 290.000 LFT | 30.00000 8700.00| 37.00000 10730.00| 39.00000 11310.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0082 715-05168 15.000 LFT | 36.00000 540.00| 21.00000 315.00| 40.00000 600.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0083 715-05169 266.000 LFT | 25.00000 6650.00| 26.00000 6916.00| 30.00000 7980.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0084 715-05171 270.000 LFT | 26.00000 7020.00| 28.00000 7560.00| 27.00000 7290.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0085 715-05173 904.000 LFT | 30.00000 27120.00| 37.00000 33448.00| 24.00000 21696.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0086 715-05175 72.000 LFT | 40.00000 2880.00| 75.00000 5400.00| 52.00000 3744.00 PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0087 715-05407 190.000 LFT | 22.00000 4180.00| 4.20000 798.00| 8.20000 1558.00 PIPE, END BENT DRAIN, 6 IN. | | | 0088 715-46000 39.000 EACH| 210.00000 8190.00| 354.00000 13806.00| 220.00000 8580.00 PIPE END SECTION, 12 IN. | | | 0089 715-46005 19.000 EACH| 230.00000 4370.00| 420.00000 7980.00| 280.00000 5320.00 PIPE END SECTION, 15 IN. | | | 0090 715-46010 18.000 EACH| 270.00000 4860.00| 440.00000 7920.00| 320.00000 5760.00 PIPE END SECTION, 18 IN. | | | 0091 715-46020 15.000 EACH| 440.00000 6600.00| 620.00000 9300.00| 540.00000 8100.00 PIPE END SECTION, 24 IN. | | | 0092 715-46030 4.000 EACH| 560.00000 2240.00| 1063.00000 4252.00| 640.00000 2560.00 PIPE END SECTION, 30 IN. | | | 0093 715-97040 42.000 LFT | 22.00000 924.00| 78.60000 3301.20| 23.00000 966.00 PIPE, RELAID, 24 IN. | | | 0094 718-06528 7.000 EACH| 350.00000 2450.00| 620.00000 4340.00| 630.00000 4410.00 OUTLET PROTECTOR, 1 | | | 0095 718-06531 9.000 EACH| 330.00000 2970.00| 775.00000 6975.00| 690.00000 6210.00 OUTLET PROTECTOR, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 181 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,587,467.10 ROUTE : CALL ORDER : 181 CONTRACT ID : R -26431-A COUNTIES : CLARK LETTING DATE : 08/13/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1698047 |(3) 35-1487672 |GOHMANN ASPHALT & CONSTR., I|GRADEX, INC. |MAC CONSTRUCTION & EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 718-52610 1158.000 CYS | 18.00000 20844.00| 25.30000 29297.40| 17.00000 19686.00 AGGREGATE FOR UNDERDRAINS | | | 0097 718-99153 11885.000 SYS | 0.70000 8319.50| 0.81000 9626.85| 1.30000 15450.50 GEOTEXTILES FOR UNDERDRAIN | | | 0098 720-44000 7.000 EACH| 230.00000 1610.00| 650.00000 4550.00| 310.00000 2170.00 CASTING, ADJUST TO GRADE | | | 0099 720-45030 1.000 EACH| 1150.00000 1150.00| 1300.00000 1300.00| 1300.00000 1300.00 INLET, E7 | | | 0100 720-45035 4.000 EACH| 1150.00000 4600.00| 1275.00000 5100.00| 1100.00000 4400.00 INLET, F7 | | | 0101 720-45045 11.000 EACH| 1200.00000 13200.00| 1100.00000 12100.00| 1300.00000 14300.00 INLET, J10 | | | 0102 720-45055 6.000 EACH| 1200.00000 7200.00| 2100.00000 12600.00| 1300.00000 7800.00 INLET, M10 | | | 0103 720-45145 4.000 EACH| 1200.00000 4800.00| 1100.00000 4400.00| 1300.00000 5200.00 INLET, J10, MODIFIED | | | 0104 720-45155 1.000 EACH| 1200.00000 1200.00| 2500.00000 2500.00| 1400.00000 1400.00 INLET, M10, MODIFIED | | | 0105 720-45260 3.000 EACH| 1000.00000 3000.00| 850.00000 2550.00| 1060.00000 3180.00 PIPE CATCH BASIN, 12 IN. | | | 0106 720-45270 1.000 EACH| 1050.00000 1050.00| 900.00000 900.00| 1070.00000 1070.00 PIPE CATCH BASIN, 18 IN. | | | 0107 720-45410 10.000 EACH| 1310.00000 13100.00| 1800.00000 18000.00| 1500.00000 15000.00 MANHOLE, C4 | | | 0108 720-45605 7.000 LFT | 285.00000 1995.00| 268.00000 1876.00| 220.00000 1540.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0109 720-98174 36.000 EACH| 1600.00000 57600.00| 1600.00000 57600.00| 1800.00000 64800.00 INLET, B15 | | | 0110 720-98555 12.000 EACH| 1600.00000 19200.00| 1800.00000 21600.00| 1800.00000 21600.00 INLET, C15 | | | 0111 723-07311 146.000 LFT | 1450.00000 211700.00| 1601.25000 233782.50| 1175.00000 171550.00 STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 96 IN. | | | 0112 728-98377 LUMP| 12000.00000 12000.00| 12600.00000 12600.00| 12000.00000 12000.00 MASONRY COATING | | | 0113 801-01093 2.000 EACH| 1500.00000 3000.00| 1365.00000 2730.00| 1300.00000 2600.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0114 801-04308 5.000 EACH| 350.00000 1750.00| 525.00000 2625.00| 500.00000 2500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0115 801-06203 6680.000 LFT | 0.11000 734.80| 0.21000 1402.80| 0.20000 1336.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 181 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,587,467.10 ROUTE : CALL ORDER : 181 CONTRACT ID : R -26431-A COUNTIES : CLARK LETTING DATE : 08/13/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1698047 |(3) 35-1487672 |GOHMANN ASPHALT & CONSTR., I|GRADEX, INC. |MAC CONSTRUCTION & EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 801-06207 4920.000 LFT | 0.80000 3936.00| 0.98000 4821.60| 0.93000 4575.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0117 801-06605 9.000 EACH| 155.00000 1395.00| 136.50000 1228.50| 130.00000 1170.00 BARRICADE, IIIA | | | 0118 801-06606 5.000 EACH| 165.00000 825.00| 147.00000 735.00| 140.00000 700.00 BARRICADE, IIIB | | | 0119 801-06625 21.000 EACH| 125.00000 2625.00| 189.00000 3969.00| 180.00000 3780.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0120 801-06640 31.000 EACH| 175.00000 5425.00| 210.00000 6510.00| 200.00000 6200.00 CONSTRUCTION SIGN, A | | | 0121 801-06775 LUMP| 25000.00000 25000.00| 90000.00000 90000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0122 801-09133 2.000 EACH| 8500.00000 17000.00| 7350.00000 14700.00| 7000.00000 14000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0123 802-05701 388.000 LFT | 9.49000 3682.12| 9.96000 3864.48| 7.30000 2832.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0124 802-76025 249.600 SFT | 11.53000 2877.89| 12.11000 3022.66| 13.10000 3269.76 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0126 802-76045 64.500 SFT | 13.12000 846.24| 13.78000 888.81| 14.50000 935.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0127 805-01815 8.000 EACH| 1629.63000 13037.04| 1711.00000 13688.00| 1800.00000 14400.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0128 805-01842 21.000 EACH| 554.53000 11645.13| 582.00000 12222.00| 700.00000 14700.00 HANDHOLE, SIGNAL | | | 0129 805-02152 12.000 EACH| 305.75000 3669.00| 321.00000 3852.00| 380.00000 4560.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0130 805-06592 3696.000 LFT | 10.72000 39621.12| 11.26000 41616.96| 8.50000 31416.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0131 805-06834 3.000 EACH| 7658.79000 22976.37| 8042.00000 24126.00| 7890.00000 23670.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0132 805-78205 11.000 EACH| 372.18000 4093.98| 391.00000 4301.00| 300.00000 3300.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0133 805-78230 3.000 EACH| 590.28000 1770.84| 620.00000 1860.00| 520.00000 1560.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 181 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,587,467.10 ROUTE : CALL ORDER : 181 CONTRACT ID : R -26431-A COUNTIES : CLARK LETTING DATE : 08/13/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1698047 |(3) 35-1487672 |GOHMANN ASPHALT & CONSTR., I|GRADEX, INC. |MAC CONSTRUCTION & EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 805-78415 7.000 EACH| 1164.55000 8151.85| 1223.00000 8561.00| 1450.00000 10150.00 SPAN, CATENARY, AND TETHER | | | 0135 805-78420 7.000 EACH| 183.51000 1284.57| 193.00000 1351.00| 200.00000 1400.00 DISCONNECT HANGER | | | 0136 805-78445 3.000 EACH| 400.53000 1201.59| 421.00000 1263.00| 400.00000 1200.00 SIGNAL SERVICE | | | 0137 805-78467 200.000 LFT | 1.14000 228.00| 1.20000 240.00| 1.20000 240.00 SIGNAL CABLE, 3C 8GA. | | | 0138 805-78470 7972.000 LFT | 0.40000 3188.80| 0.42000 3348.24| 0.20000 1594.40 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0139 805-78480 1590.000 LFT | 0.70000 1113.00| 0.74000 1176.60| 0.80000 1272.00 SIGNAL CABLE, 3C 14GA. | | | 0140 805-78485 1840.000 LFT | 0.75000 1380.00| 0.79000 1453.60| 0.90000 1656.00 SIGNAL CABLE, 5C 14GA. | | | 0141 805-78490 1363.000 LFT | 0.86000 1172.18| 0.90000 1226.70| 1.00000 1363.00 SIGNAL CABLE, 7C 14GA. | | | 0142 805-78510 11146.000 LFT | 0.66000 7356.36| 0.69000 7690.74| 0.80000 8916.80 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0143 805-78785 20.000 EACH| 680.07000 13601.40| 714.00000 14280.00| 360.00000 7200.00 SIGNAL DETECTOR HOUSING | | | 0144 805-78795 2645.000 LFT | 5.52000 14600.40| 5.80000 15341.00| 7.60000 20102.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0145 805-78925 3.000 EACH| 801.07000 2403.21| 841.00000 2523.00| 550.00000 1650.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0146 805-81032 8.000 EACH| 2243.03000 17944.24| 2355.00000 18840.00| 2380.00000 19040.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0147 805-92504 21.000 EACH| 227.84000 4784.64| 239.00000 5019.00| 290.00000 6090.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0148 805-96121 12.000 EACH| 109.95000 1319.40| 115.00000 1380.00| 100.00000 1200.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0149 805-97042 1.000 EACH| 911.07000 911.07| 956.00000 956.00| 500.00000 500.00 SIGNAL, POLE, WOOD, 5, 35 FT. | | | 0150 808-03002 140.000 LFT | 2.50000 350.00| 2.63000 368.20| 3.00000 420.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0151 808-03631 545.000 LFT | 2.50000 1362.50| 2.63000 1433.35| 3.00000 1635.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0152 808-05866 10.000 SYS | 300.00000 3000.00| 26.25000 262.50| 10.00000 100.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0153 808-06701 3412.000 LFT | 0.25000 853.00| 0.26000 887.12| 0.29000 989.48 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 181 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,587,467.10 ROUTE : CALL ORDER : 181 CONTRACT ID : R -26431-A COUNTIES : CLARK LETTING DATE : 08/13/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1698047 |(3) 35-1487672 |GOHMANN ASPHALT & CONSTR., I|GRADEX, INC. |MAC CONSTRUCTION & EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 808-06703 36676.000 LFT | 0.25000 9169.00| 0.26000 9535.76| 0.25000 9169.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0155 808-06716 4720.000 LFT | 0.50000 2360.00| 0.53000 2501.60| 0.40000 1888.00 LINE, REMOVE | | | 0156 808-07310 280.000 LFT | 8.00000 2240.00| 8.40000 2352.00| 8.50000 2380.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 12 IN. | | | 0157 808-75240 100.000 LFT | 0.25000 25.00| 2.10000 210.00| 2.00000 200.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0158 808-75245 15705.000 LFT | 0.25000 3926.25| 0.26000 4083.30| 0.27000 4240.35 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0159 808-75278 1509.000 LFT | 1.50000 2263.50| 1.58000 2384.22| 1.25000 1886.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0160 808-75297 544.000 LFT | 3.00000 1632.00| 3.15000 1713.60| 3.25000 1768.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0161 808-75300 1576.000 LFT | 0.80000 1260.80| 0.84000 1323.84| 0.58000 914.08 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0162 808-75320 87.000 EACH| 45.00000 3915.00| 47.25000 4110.75| 44.00000 3828.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0163 808-75325 79.000 EACH| 50.00000 3950.00| 52.50000 4147.50| 56.00000 4424.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0164 808-75996 24.000 EACH| 6.00000 144.00| 15.75000 378.00| 57.00000 1368.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0165 808-75998 101.000 EACH| 47.50000 4797.50| 42.00000 4242.00| 22.00000 2222.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0166 808-92027 6547.000 LFT | 0.90000 5892.30| 0.95000 6219.65| 0.54000 3535.38 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0167 808-95933 1060.000 LFT | 0.60000 636.00| 0.47000 498.20| 0.50000 530.00 CURB PAINTING, YELLOW | | | 0168 808-98000 545.000 LFT | 5.00000 2725.00| 5.25000 2861.25| 6.00000 3270.00 LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | 0169 802-76035 39.100 SFT | 24.23000 947.39| 25.44000 994.70| 13.20000 516.12 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 181 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,587,467.10 ROUTE : CALL ORDER : 181 CONTRACT ID : R -26431-A COUNTIES : CLARK LETTING DATE : 08/13/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1698047 |(3) 35-1487672 |GOHMANN ASPHALT & CONSTR., I|GRADEX, INC. |MAC CONSTRUCTION & EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 7,553,000.00| $ 8,347,245.37| $ 8,577,197.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,553,000.00| $ 8,347,245.37| $ 8,577,197.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 216,380.96 ROUTE : 27 CALL ORDER : 191 CONTRACT ID : R -26438-A COUNTIES : ADAMS LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 02/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 249900G SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 66,366.67 100.0000% 2 35-1416264 LIMESTONE PRODUCTS, INC. $ 127,260.76 191.7540% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1416264 | |BAKER & SCHULTZ, INC. |LIMESTONE PRODUCTS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVAL OF HOUSES AND BUILDINGS | | | 0001 110-01001 LUMP| 1810.00000 1810.00| 7225.00000 7225.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02274 457.200 m | 1.00000 457.20| 3.73000 1705.35| CURB, CONCRETE, INTEGRAL, REMOVE | | | 0003 202-03000 LUMP| 5575.00000 5575.00| 9650.00000 9650.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0004 202-03000 LUMP| 5869.00000 5869.00| 4663.00000 4663.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 23 "A" | | | 0005 202-03000 LUMP| 2446.00000 2446.00| 2020.00000 2020.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 23 "B" | | | 0006 202-03000 LUMP| 5689.00000 5689.00| 4297.00000 4297.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 23 "C" | | | 0007 202-03000 LUMP| 6362.00000 6362.00| 5053.00000 5053.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 23 "D" | | | 0008 202-03000 LUMP| 8223.00000 8223.00| 8953.00000 8953.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 23 "E" | | | 0009 202-03000 LUMP| 6217.00000 6217.00| 5125.00000 5125.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 35 "B" | | | 0010 202-03000 LUMP| 6680.00000 6680.00| 4427.00000 4427.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 42 | | | 0011 202-03000 LUMP| 5530.00000 5530.00| 4756.00000 4756.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 45 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/02 PAGE : 191 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 216,380.96 ROUTE : 27 CALL ORDER : 191 CONTRACT ID : R -26438-A COUNTIES : ADAMS LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1416264 | |BAKER & SCHULTZ, INC. |LIMESTONE PRODUCTS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-03000 LUMP| 1112.00000 1112.00| 830.00000 830.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 46 | | | 0013 202-03729 278.520 m | 22.00000 6127.44| 51.84000 14438.48| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0014 621-01004 2.000 EACH| 450.00000 900.00| 300.00000 600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06545 0.362 Mg | 5591.00000 2023.94| 285.91000 103.50| FERTILIZER , PARCELS 45 & 46 | | | 0016 621-06554 6.350 kg | 67.68000 429.77| 22.36000 142.00| SEED MIXTURE, U , PARCELS 45 & 46 | | | 0017 621-06559 513.600 m2 | 1.40000 719.04| 0.30000 154.08| MULCHED SEEDING, R | | | 0018 621-06565 0.046 Mg | 4267.00000 196.28| 1154746.74000 53118.35| MULCHING MATERIAL | | | SECTION TOTALS | $ 66,366.67| $ 127,260.76| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 66,366.67| $ 127,260.76| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,731,187.96 ROUTE : 24 CALL ORDER : 211 CONTRACT ID : RS-26219-A COUNTIES : WABASH LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,199,301.40 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 1,332,340.00 111.0930% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 | |E & B PAVING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1300.00000 7800.00| 1500.00000 9000.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 59000.00000 59000.00| 65000.00000 65000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 260000.000 SYS | 0.60000 156000.00| 0.60000 156000.00| SURFACE MILLING, ASPHALT | | | 0004 211-02060 700.000 CYS | 1.00000 700.00| 20.00000 14000.00| B BORROW FOR STRUCTURE BACKFILL | | | 0005 305-05204 32.000 TON | 160.00000 5120.00| 250.00000 8000.00| HMA FOR PATCHING | | | 0006 305-60400 150.000 TON | 1.00000 150.00| 50.00000 7500.00| COMPACTED AGGREGATE FOR PATCHING | | | 0007 401-05456 21500.000 TON | 33.20000 713800.00| 36.00000 774000.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 402-05473 560.000 TON | 35.39000 19818.40| 36.00000 20160.00| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0009 406-05520 55.000 TON | 140.00000 7700.00| 175.00000 9625.00| ASPHALT FOR TACK COAT | | | 0010 610-05527 800.000 TON | 56.00000 44800.00| 55.00000 44000.00| HMA FOR APPROACHES | | | 0011 616-02320 50.000 SYS | 2.00000 100.00| 4.20000 210.00| GEOTEXTILES | | | 0012 616-06405 40.000 TON | 25.00000 1000.00| 21.00000 840.00| RIPRAP, REVETMENT | | | 0013 715-05820 184.000 LFT | 145.00000 26680.00| 230.00000 42320.00| PIPE, REINFORCED CONCRETE HORIZONTAL | | | ELLIPTICAL, CLASS HE-A, D=30, 45 IN. X | | | 29 IN., MIN. AREA 7.4 SFT. | | | 0014 715-06825 2.000 EACH| 602.00000 1204.00| 1100.00000 2200.00| CONCRETE ANCHOR , MIN. AREA 7.4 SFT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 211 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,731,187.96 ROUTE : 24 CALL ORDER : 211 CONTRACT ID : RS-26219-A COUNTIES : WABASH LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 | |E & B PAVING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 720-44000 2.000 EACH| 300.00000 600.00| 350.00000 700.00| CASTING, ADJUST TO GRADE | | | 0016 801-06207 21650.000 LFT | 0.01000 216.50| 0.57000 12340.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 20.000 EACH| 76.00000 1520.00| 70.00000 1400.00| CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 34000.00000 34000.00| 43000.00000 43000.00| MAINTAINING TRAFFIC | | | 0019 805-78470 4160.000 LFT | 0.25000 1040.00| 0.20000 832.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0020 805-78795 1320.000 LFT | 7.00000 9240.00| 8.00000 10560.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0021 808-03002 21650.000 LFT | 0.35000 7577.50| 0.35000 7577.50| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0022 808-03631 86600.000 LFT | 0.35000 30310.00| 0.35000 30310.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0023 808-03632 86600.000 LFT | 0.35000 30310.00| 0.35000 30310.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0024 808-75256 200.000 LFT | 1.75000 350.00| 1.75000 350.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0025 808-75297 100.000 LFT | 5.25000 525.00| 5.25000 525.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0026 808-75320 36.000 EACH| 55.00000 1980.00| 55.00000 1980.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0027 808-75325 16.000 EACH| 75.00000 1200.00| 75.00000 1200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0028 808-75996 1600.000 EACH| 2.85000 4560.00| 4.00000 6400.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-75998 1600.000 EACH| 20.00000 32000.00| 20.00000 32000.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,199,301.40| $ 1,332,340.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,199,301.40| $ 1,332,340.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 215 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 655,825.63 ROUTE : 69 CALL ORDER : 215 CONTRACT ID : RS-26335-B COUNTIES : GRANT HUNTINGTON LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/18/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0908125 STRAWSER, INC. $ 662,267.24 100.0000% ==================================================================================================================================== |(1) 31-0908125 | | |STRAWSER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MICROSURFACING | | | 0001 110-01001 LUMP| 17000.00000 17000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 402-03720 203980.500 SYS | 2.58000 526269.69| | MICRO-SURFACING, SURFACE COURSE | | | 0003 801-06207 1836.000 LFT | 1.23000 2258.28| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0004 801-06640 16.000 EACH| 86.00000 1376.00| | CONSTRUCTION SIGN, A | | | 0005 801-06710 20.000 DAY | 25.00000 500.00| | FLASHING ARROW SIGN | | | 0006 801-06775 LUMP| 36670.00000 36670.00| | MAINTAINING TRAFFIC | | | 0007 804-04435 15.000 EACH| 11.00000 165.00| | DELINEATOR POST, REMOVE | | | 0008 804-06771 20.000 EACH| 37.00000 740.00| | DELINEATOR POST, FLEXIBLE | | | 0009 808-06702 18460.000 LFT | 0.65000 11999.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0010 808-06703 67413.000 LFT | 0.26000 17527.38| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0011 808-06705 2760.000 LFT | 1.50000 4140.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0012 808-75245 73433.000 LFT | 0.27000 19826.91| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0013 808-75996 1023.000 EACH| 3.01000 3079.23| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 215 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 655,825.63 ROUTE : 69 CALL ORDER : 215 CONTRACT ID : RS-26335-B COUNTIES : GRANT HUNTINGTON LETTING DATE : 08/13/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-0908125 | | |STRAWSER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-75998 1023.000 EACH| 20.25000 20715.75| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 662,267.24| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 662,267.24| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,301,808.26 ROUTE : US 52 CALL ORDER : 221 CONTRACT ID : RS-26428-A COUNTIES : BENTON LETTING DATE : 08/13/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1381014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 630,028.34 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 751,929.00 119.3484% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5585.95000 5585.95| 12600.00000 12600.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 2068.81000 14481.67| 1900.00000 13300.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 11539.65000 11539.65| 37000.00000 37000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 165000.000 SYS | 0.02000 3300.00| 0.43000 70950.00| SURFACE MILLING, ASPHALT | | | 0005 303-52308 200.000 TON | 29.03000 5806.00| 20.00000 4000.00| COMPACTED AGGREGATE, O, 53 FOR BASE | | | 0006 303-52308 1200.000 TON | 21.80000 26160.00| 12.00000 14400.00| COMPACTED AGGREGATE, O, 53 SHOULDER | | | 0007 305-05204 200.000 TON | 122.00000 24400.00| 150.00000 30000.00| HMA FOR PATCHING | | | 0008 401-05456 14000.000 TON | 34.62000 484680.00| 37.25000 521500.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 402-05495 200.000 TON | 47.70000 9540.00| 50.00000 10000.00| HMA WEDGE AND LEVEL | | | 0010 406-05520 40.000 TON | 140.66000 5626.40| 225.00000 9000.00| ASPHALT FOR TACK COAT | | | 0011 608-04395 10.000 TON | 240.97000 2409.70| 75.00000 750.00| AGGREGATE FOR SHOULDER DRAINS | | | 0012 615-06505 4.000 EACH| 1372.86000 5491.44| 675.00000 2700.00| MONUMENT, B | | | 0013 801-01093 2.000 EACH| 500.00000 1000.00| 505.00000 1010.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0014 801-06203 6000.000 LFT | 0.66000 3960.00| 0.06000 360.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/02 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,301,808.26 ROUTE : US 52 CALL ORDER : 221 CONTRACT ID : RS-26428-A COUNTIES : BENTON LETTING DATE : 08/13/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06207 6000.000 LFT | 0.92000 5520.00| 0.90000 5400.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0016 801-06640 24.000 EACH| 70.00000 1680.00| 71.00000 1704.00| CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 7927.53000 7927.53| 6250.00000 6250.00| MAINTAINING TRAFFIC | | | 0018 808-06711 15000.000 LFT | 0.06000 900.00| 0.06000 900.00| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0019 808-06713 60000.000 LFT | 0.06000 3600.00| 0.06000 3600.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0020 808-06714 60000.000 LFT | 0.06000 3600.00| 0.06000 3600.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0021 808-75297 20.000 LFT | 15.00000 300.00| 15.25000 305.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-75996 800.000 EACH| 3.15000 2520.00| 3.25000 2600.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 630,028.34| $ 751,929.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 630,028.34| $ 751,929.00| ====================================================================================================================================