INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : DIXON ROAD CALL ORDER : 120 CONTRACT ID : R -22345-A COUNTIES : HOWARD LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/30/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 3,999,657.04 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,456,436.66 ROUTE : 32 CALL ORDER : 130 CONTRACT ID : R -26403-A COUNTIES : HAMILTON LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/30/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0884024 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 2,802,815.08 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 2,856,410.55 101.9122% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,949,461.00 105.2320% 4 35-1139301 E & B PAVING, INC. $ 3,019,767.15 107.7405% 5 35-1875662 CRIDER & CRIDER, INC. $ 3,173,258.65 113.2168% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,397,059.53 121.2017% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1151771 |(3) 35-0918397 |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT RUBBLIZING | | | 0001 105-06845 LUMP| 63154.00000 63154.00| 40500.00000 40500.00| 56500.00000 56500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 16.000 MOS | 1581.49000 25303.84| 1800.00000 28800.00| 2350.00000 37600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 139814.00000 139814.00| 140000.00000 140000.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13152.69000 13152.69| 50000.00000 50000.00| 43075.29000 43075.29 CLEARING RIGHT OF WAY | | | 0005 202-02240 195.000 SYS | 21.09000 4112.55| 11.00000 2145.00| 14.00000 2730.00 PAVEMENT REMOVAL | | | 0006 202-02279 150.000 LFT | 8.43000 1264.50| 6.50000 975.00| 8.65000 1297.50 CURB AND GUTTER, REMOVE | | | 0007 202-78515 LUMP| 3437.10000 3437.10| 3300.00000 3300.00| 3500.00000 3500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 28673.000 CYS | 11.60000 332606.80| 12.00000 344076.00| 12.00000 344076.00 EXCAVATION, COMMON | | | 0009 205-06931 64.000 TON | 37.96000 2429.44| 26.00000 1664.00| 38.00000 2432.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06932 260.000 LFT | 7.93000 2061.80| 7.55000 1963.00| 8.00000 2080.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06933 6.000 EACH| 57.99000 347.94| 55.00000 330.00| 59.00000 354.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06937 1390.000 LFT | 1.43000 1987.70| 1.36000 1890.40| 1.75000 2432.50 TEMPORARY SILT FENCE | | | 0013 207-07498 14126.000 SYS | 3.80000 53678.80| 3.00000 42378.00| 4.70000 66392.20 SUBGRADE TREATMENT, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,456,436.66 ROUTE : 32 CALL ORDER : 130 CONTRACT ID : R -26403-A COUNTIES : HAMILTON LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1151771 |(3) 35-0918397 |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02050 100.000 CYS | 14.76000 1476.00| 20.00000 2000.00| 78.00000 7800.00 B BORROW | | | 0015 211-02060 1622.000 CYS | 13.71000 22237.62| 14.00000 22708.00| 14.00000 22708.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 7204.000 TON | 12.25000 88249.00| 13.10000 94372.40| 15.50000 111662.00 COMPACTED AGGREGATE, O, 53 | | | 0017 304-07490 13.000 TON | 94.89000 1233.57| 83.00000 1079.00| 78.00000 1014.00 HMA PATCHING, TYPE B | | | 0018 304-07493 310.000 TON | 42.00000 13020.00| 36.00000 11160.00| 54.00000 16740.00 WIDENING WITH HMA, TYPE B | | | 0019 305-97019 11100.000 SYS | 1.32000 14652.00| 1.50000 16650.00| 2.00000 22200.00 RUBBLIZED PCCP | | | 0020 306-08034 1820.000 SYS | 3.63000 6606.60| 2.50000 4550.00| 3.58000 6515.60 MILLING, ASPHALT, 1 1/2 IN. | | | 0021 306-08039 2050.000 SYS | 5.18000 10619.00| 2.75000 5637.50| 3.60000 7380.00 MILLING, ASPHALT REMOVAL | | | 0022 401-06264 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0023 401-07334 2945.000 TON | 56.00000 164920.00| 54.00000 159030.00| 53.00000 156085.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm --SMA | | | 0024 401-07403 4762.000 TON | 34.00000 161908.00| 36.00000 171432.00| 34.00000 161908.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0025 401-07408 7464.000 TON | 30.00000 223920.00| 31.00000 231384.00| 32.75000 244446.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0026 401-07418 13236.000 TON | 30.00000 397080.00| 34.00000 450024.00| 33.25000 440097.00 QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0027 401-07429 3975.000 TON | 32.00000 127200.00| 38.00000 151050.00| 35.50000 141112.50 QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0028 402-07432 195.000 TON | 40.00000 7800.00| 48.00000 9360.00| 51.00000 9945.00 HMA SURFACE, TYPE A | | | 0029 402-07435 338.000 TON | 38.00000 12844.00| 41.00000 13858.00| 37.00000 12506.00 HMA INTERMEDIATE, TYPE A | | | 0030 402-07451 170.000 TON | 31.00000 5270.00| 36.00000 6120.00| 34.00000 5780.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0031 404-05511 10287.000 SYS | 0.81000 8332.47| 1.50000 15430.50| 1.50000 15430.50 SEAL COAT, 2 | | | 0032 405-05517 41.000 TON | 197.69000 8105.29| 100.00000 4100.00| 300.00000 12300.00 ASPHALT FOR PRIME COAT | | | 0033 406-05520 36.000 TON | 197.69000 7116.84| 100.00000 3600.00| 170.00000 6120.00 ASPHALT FOR TACK COAT | | | 0034 603-06060 1163.000 LFT | 5.59000 6501.17| 5.30000 6163.90| 5.50000 6396.50 FENCE, FARM FIELD, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,456,436.66 ROUTE : 32 CALL ORDER : 130 CONTRACT ID : R -26403-A COUNTIES : HAMILTON LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1151771 |(3) 35-0918397 |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 604-04439 126.000 SYS | 110.70000 13948.20| 120.00000 15120.00| 100.00000 12600.00 TEXTURED CONCRETE PAVEMENT | | | 0036 605-06145 83.000 LFT | 24.25000 2012.75| 25.00000 2075.00| 21.00000 1743.00 CURB AND GUTTER, B, CONCRETE SLOPED | | | 0037 605-06155 1491.000 LFT | 12.65000 18861.15| 13.00000 19383.00| 12.00000 17892.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | REVERSE SLOPED, VERTICAL | | | 0038 605-06155 1955.000 LFT | 11.60000 22678.00| 12.00000 23460.00| 12.00000 23460.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | VERTICAL | | | 0039 610-07486 803.000 TON | 93.90000 75401.70| 53.00000 42559.00| 68.00000 54604.00 HMA FOR APPROACHES, TYPE A | | | 0040 611-05330 295.000 SYS | 40.06000 11817.70| 50.00000 14750.00| 43.00000 12685.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0041 611-06497 12.000 EACH| 126.52000 1518.24| 120.00000 1440.00| 125.00000 1500.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 615-06490 51.000 EACH| 115.98000 5914.98| 110.00000 5610.00| 115.00000 5865.00 RIGHT OF WAY MARKER | | | 0043 615-06505 11.000 EACH| 395.37000 4349.07| 375.00000 4125.00| 400.00000 4400.00 MONUMENT, B | | | 0044 615-06527 6.000 EACH| 289.94000 1739.64| 275.00000 1650.00| 300.00000 1800.00 MONUMENT, SECTION CORNER | | | 0045 621-01004 2.000 EACH| 500.81000 1001.62| 475.00000 950.00| 510.00000 1020.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06548 50.000 LBS | 26.36000 1318.00| 25.00000 1250.00| 27.00000 1350.00 SEED MIXTURE, CV | | | 0047 621-06557 1050.000 LBS | 2.51000 2635.50| 2.38000 2499.00| 2.60000 2730.00 SEED MIXTURE, T | | | 0048 621-06559 24321.000 SYS | 0.32000 7782.72| 0.30000 7296.30| 0.32000 7782.72 MULCHED SEEDING, R | | | 0049 621-06560 12085.000 SYS | 0.38000 4592.30| 0.36000 4350.60| 0.39000 4713.15 MULCHED SEEDING, U | | | 0050 621-06574 741.000 SYS | 2.66000 1971.06| 4.00000 2964.00| 2.70000 2000.70 SODDING FOR DITCHES | | | 0051 621-06575 11183.000 SYS | 2.66000 29746.78| 3.50000 39140.50| 2.70000 30194.10 SODDING, NURSERY | | | 0052 715-02246 2.000 EACH| 954.17000 1908.34| 1500.00000 3000.00| 1400.00000 2800.00 PIPE END SECTION, 48 IN. | | | 0053 715-05048 7970.000 LFT | 2.11000 16816.70| 4.00000 31880.00| 3.00000 23910.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,456,436.66 ROUTE : 32 CALL ORDER : 130 CONTRACT ID : R -26403-A COUNTIES : HAMILTON LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1151771 |(3) 35-0918397 |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05053 476.000 LFT | 16.87000 8030.12| 9.40000 4474.40| 10.00000 4760.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0055 715-05121 138.000 LFT | 29.52000 4073.76| 25.00000 3450.00| 41.00000 5658.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0056 715-05149 231.000 LFT | 29.52000 6819.12| 33.00000 7623.00| 48.00000 11088.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0057 715-05151 634.000 LFT | 29.52000 18715.68| 29.00000 18386.00| 45.00000 28530.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0058 715-05152 638.000 LFT | 29.52000 18833.76| 26.00000 16588.00| 36.00000 22968.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0059 715-05153 113.000 LFT | 36.90000 4169.70| 35.00000 3955.00| 66.00000 7458.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0060 715-05154 410.000 LFT | 41.12000 16859.20| 35.00000 14350.00| 43.00000 17630.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0061 715-05155 44.000 LFT | 48.50000 2134.00| 43.00000 1892.00| 82.00000 3608.00 PIPE, TYPE 2, CIRCULAR, 27 IN. | | | 0062 715-05168 182.000 LFT | 29.52000 5372.64| 30.00000 5460.00| 36.00000 6552.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0063 715-05169 78.000 LFT | 30.58000 2385.24| 32.00000 2496.00| 45.00000 3510.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0064 715-05171 270.000 LFT | 29.52000 7970.40| 29.00000 7830.00| 53.00000 14310.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0065 715-05172 38.000 LFT | 36.90000 1402.20| 40.00000 1520.00| 47.00000 1786.00 PIPE, TYPE 3, CIRCULAR, 21 IN. | | | 0066 715-05173 429.000 LFT | 42.17000 18090.93| 36.00000 15444.00| 61.00000 26169.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0067 715-05203 1932.000 LFT | 2.11000 4076.52| 4.00000 7728.00| 3.00000 5796.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0068 715-05595 30.000 LFT | 27.41000 822.30| 54.00000 1620.00| 38.00000 1140.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0069 715-05757 27.000 LFT | 53.77000 1451.79| 80.00000 2160.00| 52.00000 1404.00 PIPE EXTENSION, CIRCULAR, 36 IN. | | | 0070 715-06337 31.000 LFT | 82.24000 2549.44| 130.00000 4030.00| 65.00000 2015.00 PIPE EXTENSION, CIRCULAR, 48 IN. | | | 0071 715-46000 12.000 EACH| 89.62000 1075.44| 460.00000 5520.00| 290.00000 3480.00 PIPE END SECTION, 12 IN. | | | 0072 715-46005 8.000 EACH| 107.54000 860.32| 500.00000 4000.00| 300.00000 2400.00 PIPE END SECTION, 15 IN. | | | 0073 715-46010 16.000 EACH| 130.74000 2091.84| 565.00000 9040.00| 320.00000 5120.00 PIPE END SECTION, 18 IN. | | | 0074 715-46015 2.000 EACH| 322.63000 645.26| 610.00000 1220.00| 340.00000 680.00 PIPE END SECTION, 21 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,456,436.66 ROUTE : 32 CALL ORDER : 130 CONTRACT ID : R -26403-A COUNTIES : HAMILTON LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1151771 |(3) 35-0918397 |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 715-46020 8.000 EACH| 274.12000 2192.96| 650.00000 5200.00| 410.00000 3280.00 PIPE END SECTION, 24 IN. | | | 0076 715-46040 2.000 EACH| 954.17000 1908.34| 1150.00000 2300.00| 670.00000 1340.00 PIPE END SECTION, 36 IN. | | | 0077 718-06529 28.000 EACH| 632.59000 17712.52| 500.00000 14000.00| 525.00000 14700.00 OUTLET PROTECTOR, 2 | | | 0078 718-06532 3000.000 LFT | 0.95000 2850.00| 0.90000 2700.00| 1.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0079 718-52610 897.000 CYS | 36.90000 33099.30| 33.25000 29825.25| 36.00000 32292.00 AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 6917.000 SYS | 1.05000 7262.85| 1.50000 10375.50| 1.60000 11067.20 GEOTEXTILES FOR UNDERDRAIN | | | 0081 720-44296 3.000 EACH| 254.09000 762.27| 800.00000 2400.00| 500.00000 1500.00 CAP INLET , TEMPORARY | | | 0082 720-45045 5.000 EACH| 1254.65000 6273.25| 1050.00000 5250.00| 1600.00000 8000.00 INLET, J10 | | | 0083 720-45145 9.000 EACH| 1247.27000 11225.43| 1050.00000 9450.00| 1600.00000 14400.00 INLET, J10, MODIFIED | | | 0084 720-45235 1.000 EACH| 946.78000 946.78| 925.00000 925.00| 1100.00000 1100.00 CATCH BASIN, E7 | | | 0085 720-45275 1.000 EACH| 993.17000 993.17| 1410.00000 1410.00| 800.00000 800.00 PIPE CATCH BASIN, 24 IN. | | | 0086 720-45410 15.000 EACH| 1655.29000 24829.35| 1355.00000 20325.00| 2300.00000 34500.00 MANHOLE, C4 | | | 0087 720-93409 2.000 EACH| 1788.14000 3576.28| 1550.00000 3100.00| 2400.00000 4800.00 INLET, B15, MODIFIED | | | 0088 720-94208 1.000 EACH| 1896.73000 1896.73| 1500.00000 1500.00| 2400.00000 2400.00 MANHOLE, C10 | | | 0089 720-94432 3.000 EACH| 1540.37000 4621.11| 1225.00000 3675.00| 2100.00000 6300.00 MANHOLE, C7 | | | 0090 720-95422 1.000 EACH| 2335.33000 2335.33| 2250.00000 2250.00| 3700.00000 3700.00 MANHOLE, J4 | | | 0091 801-04308 2.000 EACH| 342.66000 685.32| 359.00000 718.00| 430.00000 860.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06203 1600.000 LFT | 0.34000 544.00| 0.50000 800.00| 0.41000 656.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0093 801-06207 82380.000 LFT | 0.83000 68375.40| 0.74000 60961.20| 0.77000 63432.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0094 801-06211 60.000 EACH| 89.62000 5377.20| 61.00000 3660.00| 48.00000 2880.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,456,436.66 ROUTE : 32 CALL ORDER : 130 CONTRACT ID : R -26403-A COUNTIES : HAMILTON LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1151771 |(3) 35-0918397 |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 801-06640 53.000 EACH| 121.25000 6426.25| 124.00000 6572.00| 120.00000 6360.00 CONSTRUCTION SIGN, A | | | 0096 801-06710 60.000 DAY | 13.71000 822.60| 15.00000 900.00| 27.00000 1620.00 FLASHING ARROW SIGN | | | 0097 801-06775 LUMP| 78033.54000 78033.54| 58340.00000 58340.00| 53000.00000 53000.00 MAINTAINING TRAFFIC | | | 0098 801-07119 192.000 LFT | 4.48000 860.16| 11.00000 2112.00| 9.20000 1766.40 BARRICADE, III-B | | | 0099 801-94295 4.000 EACH| 131.79000 527.16| 125.00000 500.00| 130.00000 520.00 SIGNAL HEAD, RELOCATE | | | 0100 802-03776 18.000 LFT | 15.82000 284.76| 15.00000 270.00| 16.00000 288.00 SIGN POST, WOOD, 6 IN. X 6 IN. | | | 0101 802-05702 476.000 LFT | 11.60000 5521.60| 11.00000 5236.00| 12.00000 5712.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0102 802-07060 2.000 EACH| 105.43000 210.86| 100.00000 200.00| 110.00000 220.00 SIGN, SHEET, RELOCATE | | | 0103 802-76025 272.000 SFT | 15.81000 4300.32| 15.00000 4080.00| 16.00000 4352.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0104 802-76035 89.000 SFT | 16.87000 1501.43| 16.00000 1424.00| 17.00000 1513.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0105 802-76045 54.000 SFT | 21.09000 1138.86| 20.00000 1080.00| 22.00000 1188.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0106 805-01815 5.000 EACH| 2567.28000 12836.40| 2435.00000 12175.00| 2600.00000 13000.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0107 805-01842 18.000 EACH| 790.74000 14233.32| 750.00000 13500.00| 810.00000 14580.00 HANDHOLE, SIGNAL | | | 0108 805-01893 LUMP| 8750.89000 8750.89| 8300.00000 8300.00| 8900.00000 8900.00 MAINTAINING TRAFFIC SIGNAL | | | 0109 805-02087 LUMP| 527.16000 527.16| 500.00000 500.00| 540.00000 540.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0110 805-02152 8.000 EACH| 347.93000 2783.44| 330.00000 2640.00| 360.00000 2880.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0111 805-04133 2.000 EACH| 342.66000 685.32| 325.00000 650.00| 350.00000 700.00 SIGNAL PEDESTAL, 12 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,456,436.66 ROUTE : 32 CALL ORDER : 130 CONTRACT ID : R -26403-A COUNTIES : HAMILTON LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1151771 |(3) 35-0918397 |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 805-04602 1.000 EACH| 527.16000 527.16| 500.00000 500.00| 540.00000 540.00 CONTROLLER, REWIRE | | | 0113 805-06592 2857.000 LFT | 11.60000 33141.20| 11.00000 31427.00| 11.75000 33569.75 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0114 805-06834 1.000 EACH| 8750.89000 8750.89| 8300.00000 8300.00| 8900.00000 8900.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0115 805-07195 4.000 EACH| 321.57000 1286.28| 305.00000 1220.00| 330.00000 1320.00 SIGNAL INDICATIONS, 12 IN., AMBER, LED | | | 0116 805-78010 2.000 EACH| 780.20000 1560.40| 740.00000 1480.00| 800.00000 1600.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0117 805-78205 4.000 EACH| 569.34000 2277.36| 540.00000 2160.00| 580.00000 2320.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0118 805-78215 4.000 EACH| 600.97000 2403.88| 570.00000 2280.00| 610.00000 2440.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0119 805-78230 4.000 EACH| 906.72000 3626.88| 860.00000 3440.00| 930.00000 3720.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0120 805-78415 6.000 EACH| 1423.34000 8540.04| 1350.00000 8100.00| 1500.00000 9000.00 SPAN, CATENARY, AND TETHER | | | 0121 805-78420 6.000 EACH| 210.87000 1265.22| 200.00000 1200.00| 220.00000 1320.00 DISCONNECT HANGER | | | 0122 805-78445 4.000 EACH| 506.08000 2024.32| 480.00000 1920.00| 520.00000 2080.00 SIGNAL SERVICE | | | 0123 805-78467 295.000 LFT | 1.48000 436.60| 1.40000 413.00| 1.50000 442.50 SIGNAL CABLE, 3C 8GA. | | | 0124 805-78470 1908.000 LFT | 0.11000 209.88| 0.10000 190.80| 0.10000 190.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0125 805-78480 1372.000 LFT | 1.05000 1440.60| 1.00000 1372.00| 1.00000 1372.00 SIGNAL CABLE, 3C 14GA. | | | 0126 805-78485 1399.000 LFT | 1.11000 1552.89| 1.05000 1468.95| 1.10000 1538.90 SIGNAL CABLE, 5C 14GA. | | | 0127 805-78490 897.000 LFT | 1.21000 1085.37| 1.15000 1031.55| 1.20000 1076.40 SIGNAL CABLE, 7C 14GA. | | | 0128 805-78500 599.000 LFT | 1.48000 886.52| 1.40000 838.60| 1.45000 868.55 SIGNAL CABLE, 11C 14GA. | | | 0129 805-78510 8818.000 LFT | 0.69000 6084.42| 0.65000 5731.70| 0.70000 6172.60 SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 130 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,456,436.66 ROUTE : 32 CALL ORDER : 130 CONTRACT ID : R -26403-A COUNTIES : HAMILTON LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1151771 |(3) 35-0918397 |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 805-78746 2502.000 LFT | 9.49000 23743.98| 9.00000 22518.00| 9.25000 23143.50 PREFORMED LOOP DETECTORS | | | 0131 805-78785 4.000 EACH| 764.39000 3057.56| 725.00000 2900.00| 780.00000 3120.00 SIGNAL DETECTOR HOUSING | | | 0132 805-78795 666.000 LFT | 7.38000 4915.08| 7.00000 4662.00| 7.50000 4995.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0133 805-78900 2.000 EACH| 632.60000 1265.20| 600.00000 1200.00| 650.00000 1300.00 PEDESTAL FOUNDATION, A | | | 0134 805-78925 1.000 EACH| 1012.15000 1012.15| 960.00000 960.00| 1000.00000 1000.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0135 805-81060 5.000 EACH| 3331.66000 16658.30| 3160.00000 15800.00| 3400.00000 17000.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0136 805-92504 9.000 EACH| 84.35000 759.15| 80.00000 720.00| 86.00000 774.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0137 805-96121 8.000 EACH| 121.25000 970.00| 115.00000 920.00| 120.00000 960.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0138 807-98690 5.000 EACH| 189.78000 948.90| 180.00000 900.00| 190.00000 950.00 HANDHOLE ADJUSTED TO GRADE | | | 0139 808-01045 110.000 LFT | 1.05000 115.50| 2.00000 220.00| 4.30000 473.00 LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0140 808-05929 210.000 LFT | 0.74000 155.40| 1.25000 262.50| 1.05000 220.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0141 808-06701 11674.000 LFT | 0.32000 3735.68| 0.25000 2918.50| 0.25000 2918.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0142 808-06703 6569.000 LFT | 0.31000 2036.39| 0.25000 1642.25| 0.25000 1642.25 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0143 808-06713 11540.000 LFT | 0.09000 1038.60| 0.10000 1154.00| 0.12000 1384.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0144 808-06714 11540.000 LFT | 0.08000 923.20| 0.10000 1154.00| 0.12000 1384.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0145 808-06716 25000.000 LFT | 0.28000 7000.00| 0.25000 6250.00| 0.22000 5500.00 LINE, REMOVE | | | 0146 808-75240 107.000 LFT | 1.05000 112.35| 0.25000 26.75| 0.59000 63.13 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0147 808-75245 10726.000 LFT | 0.31000 3325.06| 0.25000 2681.50| 0.26000 2788.76 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 130 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,456,436.66 ROUTE : 32 CALL ORDER : 130 CONTRACT ID : R -26403-A COUNTIES : HAMILTON LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1151771 |(3) 35-0918397 |SHELLY & SANDS, INC. |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0148 808-75297 1090.000 LFT | 3.69000 4022.10| 2.75000 2997.50| 3.20000 3488.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0149 808-75320 30.000 EACH| 61.15000 1834.50| 50.00000 1500.00| 67.00000 2010.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0150 808-75325 28.000 EACH| 62.21000 1741.88| 65.00000 1820.00| 84.00000 2352.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0151 808-75998 294.000 EACH| 55.72000 16381.68| 22.00000 6468.00| 23.00000 6762.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0152 808-99176 1214.000 LFT | 3.43000 4164.02| 2.75000 3338.50| 3.20000 3884.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | | IN. | | | SECTION TOTALS | $ 2,802,815.08| $ 2,856,410.55| $ 2,949,461.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,802,815.08| $ 2,856,410.55| $ 2,949,461.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 130 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,456,436.66 ROUTE : 32 CALL ORDER : 130 CONTRACT ID : R -26403-A COUNTIES : HAMILTON LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1875662 |(6) 35-1917625 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT RUBBLIZING | | | 0001 105-06845 LUMP| 29000.00000 29000.00| 50000.00000 50000.00| 58000.00000 58000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 16.000 MOS | 2200.00000 35200.00| 1000.00000 16000.00| 1900.00000 30400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 153000.00000 153000.00| 150000.00000 150000.00| 170000.00000 170000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 195.000 SYS | 25.00000 4875.00| 10.00000 1950.00| 16.00000 3120.00 PAVEMENT REMOVAL | | | 0006 202-02279 150.000 LFT | 10.00000 1500.00| 5.00000 750.00| 20.00000 3000.00 CURB AND GUTTER, REMOVE | | | 0007 202-78515 LUMP| 3260.00000 3260.00| 3500.00000 3500.00| 3325.20000 3325.20 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 28673.000 CYS | 10.86000 311388.78| 23.00000 659479.00| 17.50000 501777.50 EXCAVATION, COMMON | | | 0009 205-06931 64.000 TON | 27.00000 1728.00| 35.00000 2240.00| 79.45000 5084.80 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06932 260.000 LFT | 7.52000 1955.20| 8.50000 2210.00| 7.67000 1994.20 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06933 6.000 EACH| 55.00000 330.00| 60.00000 360.00| 56.10000 336.60 TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06937 1390.000 LFT | 1.38000 1918.20| 1.50000 2085.00| 1.39000 1932.10 TEMPORARY SILT FENCE | | | 0013 207-07498 14126.000 SYS | 3.80000 53678.80| 4.00000 56504.00| 4.24000 59894.24 SUBGRADE TREATMENT, TYPE A | | | 0014 211-02050 100.000 CYS | 18.00000 1800.00| 20.00000 2000.00| 11.00000 1100.00 B BORROW | | | 0015 211-02060 1622.000 CYS | 16.80000 27249.60| 27.50000 44605.00| 11.00000 17842.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 7204.000 TON | 18.00000 129672.00| 13.00000 93652.00| 18.00000 129672.00 COMPACTED AGGREGATE, O, 53 | | | 0017 304-07490 13.000 TON | 150.00000 1950.00| 100.00000 1300.00| 200.00000 2600.00 HMA PATCHING, TYPE B | | | 0018 304-07493 310.000 TON | 70.00000 21700.00| 45.00000 13950.00| 80.00000 24800.00 WIDENING WITH HMA, TYPE B | | | 0019 305-97019 11100.000 SYS | 1.65000 18315.00| 1.50000 16650.00| 2.16000 23976.00 RUBBLIZED PCCP | | | 0020 306-08034 1820.000 SYS | 2.75000 5005.00| 4.50000 8190.00| 3.41000 6206.20 MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 130 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,456,436.66 ROUTE : 32 CALL ORDER : 130 CONTRACT ID : R -26403-A COUNTIES : HAMILTON LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1875662 |(6) 35-1917625 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 306-08039 2050.000 SYS | 2.91000 5965.50| 6.00000 12300.00| 3.57000 7318.50 MILLING, ASPHALT REMOVAL | | | 0022 401-06264 LUMP| 7500.00000 7500.00| 5500.00000 5500.00| 1660.00000 1660.00 PROFILOGRAPH, HMA | | | 0023 401-07334 2945.000 TON | 55.00000 161975.00| 58.00000 170810.00| 56.00000 164920.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm --SMA | | | 0024 401-07403 4762.000 TON | 35.00000 166670.00| 35.00000 166670.00| 44.00000 209528.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0025 401-07408 7464.000 TON | 32.00000 238848.00| 31.00000 231384.00| 36.00000 268704.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0026 401-07418 13236.000 TON | 35.00000 463260.00| 32.00000 423552.00| 39.00000 516204.00 QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0027 401-07429 3975.000 TON | 36.00000 143100.00| 34.00000 135150.00| 47.50000 188812.50 QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0028 402-07432 195.000 TON | 60.00000 11700.00| 41.00000 7995.00| 74.00000 14430.00 HMA SURFACE, TYPE A | | | 0029 402-07435 338.000 TON | 46.50000 15717.00| 43.00000 14534.00| 54.00000 18252.00 HMA INTERMEDIATE, TYPE A | | | 0030 402-07451 170.000 TON | 55.00000 9350.00| 33.00000 5610.00| 70.00000 11900.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0031 404-05511 10287.000 SYS | 5.30000 54521.10| 0.80000 8229.60| 1.00000 10287.00 SEAL COAT, 2 | | | 0032 405-05517 41.000 TON | 200.00000 8200.00| 200.00000 8200.00| 290.00000 11890.00 ASPHALT FOR PRIME COAT | | | 0033 406-05520 36.000 TON | 168.00000 6048.00| 200.00000 7200.00| 170.00000 6120.00 ASPHALT FOR TACK COAT | | | 0034 603-06060 1163.000 LFT | 5.30000 6163.90| 6.00000 6978.00| 6.27000 7292.01 FENCE, FARM FIELD, RESET | | | 0035 604-04439 126.000 SYS | 125.00000 15750.00| 110.00000 13860.00| 180.00000 22680.00 TEXTURED CONCRETE PAVEMENT | | | 0036 605-06145 83.000 LFT | 29.56000 2453.48| 25.00000 2075.00| 31.00000 2573.00 CURB AND GUTTER, B, CONCRETE SLOPED | | | 0037 605-06155 1491.000 LFT | 16.00000 23856.00| 12.00000 17892.00| 14.00000 20874.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | REVERSE SLOPED, VERTICAL | | | 0038 605-06155 1955.000 LFT | 12.40000 24242.00| 11.00000 21505.00| 14.00000 27370.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | VERTICAL | | | 0039 610-07486 803.000 TON | 65.00000 52195.00| 93.00000 74679.00| 63.00000 50589.00 HMA FOR APPROACHES, TYPE A | | | 0040 611-05330 295.000 SYS | 40.00000 11800.00| 45.00000 13275.00| 34.47000 10168.65 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 130 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,456,436.66 ROUTE : 32 CALL ORDER : 130 CONTRACT ID : R -26403-A COUNTIES : HAMILTON LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1875662 |(6) 35-1917625 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 611-06497 12.000 EACH| 120.00000 1440.00| 130.00000 1560.00| 163.20000 1958.40 MAILBOX ASSEMBLY, SINGLE | | | 0042 615-06490 51.000 EACH| 110.00000 5610.00| 120.00000 6120.00| 108.12000 5514.12 RIGHT OF WAY MARKER | | | 0043 615-06505 11.000 EACH| 375.00000 4125.00| 375.00000 4125.00| 494.70000 5441.70 MONUMENT, B | | | 0044 615-06527 6.000 EACH| 275.00000 1650.00| 300.00000 1800.00| 433.50000 2601.00 MONUMENT, SECTION CORNER | | | 0045 621-01004 2.000 EACH| 475.00000 950.00| 500.00000 1000.00| 484.50000 969.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06548 50.000 LBS | 25.00000 1250.00| 25.00000 1250.00| 25.50000 1275.00 SEED MIXTURE, CV | | | 0047 621-06557 1050.000 LBS | 2.35000 2467.50| 2.50000 2625.00| 2.43000 2551.50 SEED MIXTURE, T | | | 0048 621-06559 24321.000 SYS | 0.30000 7296.30| 0.30000 7296.30| 0.31000 7539.51 MULCHED SEEDING, R | | | 0049 621-06560 12085.000 SYS | 0.36000 4350.60| 0.40000 4834.00| 0.37000 4471.45 MULCHED SEEDING, U | | | 0050 621-06574 741.000 SYS | 3.72000 2756.52| 2.75000 2037.75| 2.57000 1904.37 SODDING FOR DITCHES | | | 0051 621-06575 11183.000 SYS | 3.02000 33772.66| 2.75000 30753.25| 2.57000 28740.31 SODDING, NURSERY | | | 0052 715-02246 2.000 EACH| 1680.00000 3360.00| 1000.00000 2000.00| 1503.27000 3006.54 PIPE END SECTION, 48 IN. | | | 0053 715-05048 7970.000 LFT | 3.00000 23910.00| 2.00000 15940.00| 2.91000 23192.70 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0054 715-05053 476.000 LFT | 18.60000 8853.60| 10.00000 4760.00| 9.59000 4564.84 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0055 715-05121 138.000 LFT | 43.00000 5934.00| 25.00000 3450.00| 43.00000 5934.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0056 715-05149 231.000 LFT | 30.00000 6930.00| 22.00000 5082.00| 37.00000 8547.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0057 715-05151 634.000 LFT | 35.00000 22190.00| 23.00000 14582.00| 39.00000 24726.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0058 715-05152 638.000 LFT | 42.00000 26796.00| 27.00000 17226.00| 40.00000 25520.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0059 715-05153 113.000 LFT | 52.00000 5876.00| 30.00000 3390.00| 44.00000 4972.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0060 715-05154 410.000 LFT | 55.00000 22550.00| 33.00000 13530.00| 48.00000 19680.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 130 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,456,436.66 ROUTE : 32 CALL ORDER : 130 CONTRACT ID : R -26403-A COUNTIES : HAMILTON LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1875662 |(6) 35-1917625 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 715-05155 44.000 LFT | 64.00000 2816.00| 37.00000 1628.00| 52.00000 2288.00 PIPE, TYPE 2, CIRCULAR, 27 IN. | | | 0062 715-05168 182.000 LFT | 30.00000 5460.00| 25.00000 4550.00| 37.00000 6734.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0063 715-05169 78.000 LFT | 36.00000 2808.00| 27.00000 2106.00| 39.00000 3042.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0064 715-05171 270.000 LFT | 42.00000 11340.00| 28.00000 7560.00| 40.00000 10800.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0065 715-05172 38.000 LFT | 53.00000 2014.00| 39.00000 1482.00| 44.00000 1672.00 PIPE, TYPE 3, CIRCULAR, 21 IN. | | | 0066 715-05173 429.000 LFT | 55.00000 23595.00| 34.00000 14586.00| 48.00000 20592.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0067 715-05203 1932.000 LFT | 3.00000 5796.00| 2.00000 3864.00| 3.01000 5815.32 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0068 715-05595 30.000 LFT | 35.00000 1050.00| 40.00000 1200.00| 44.00000 1320.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0069 715-05757 27.000 LFT | 86.00000 2322.00| 50.00000 1350.00| 73.00000 1971.00 PIPE EXTENSION, CIRCULAR, 36 IN. | | | 0070 715-06337 31.000 LFT | 114.00000 3534.00| 90.00000 2790.00| 90.00000 2790.00 PIPE EXTENSION, CIRCULAR, 48 IN. | | | 0071 715-46000 12.000 EACH| 350.00000 4200.00| 170.00000 2040.00| 616.12000 7393.44 PIPE END SECTION, 12 IN. | | | 0072 715-46005 8.000 EACH| 400.00000 3200.00| 210.00000 1680.00| 639.30000 5114.40 PIPE END SECTION, 15 IN. | | | 0073 715-46010 16.000 EACH| 460.00000 7360.00| 240.00000 3840.00| 685.64000 10970.24 PIPE END SECTION, 18 IN. | | | 0074 715-46015 2.000 EACH| 550.00000 1100.00| 260.00000 520.00| 732.00000 1464.00 PIPE END SECTION, 21 IN. | | | 0075 715-46020 8.000 EACH| 570.00000 4560.00| 300.00000 2400.00| 755.17000 6041.36 PIPE END SECTION, 24 IN. | | | 0076 715-46040 2.000 EACH| 855.00000 1710.00| 600.00000 1200.00| 1160.74000 2321.48 PIPE END SECTION, 36 IN. | | | 0077 718-06529 28.000 EACH| 315.00000 8820.00| 460.00000 12880.00| 510.00000 14280.00 OUTLET PROTECTOR, 2 | | | 0078 718-06532 3000.000 LFT | 0.90000 2700.00| 1.00000 3000.00| 1.02000 3060.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0079 718-52610 897.000 CYS | 30.00000 26910.00| 27.50000 24667.50| 33.92000 30426.24 AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 6917.000 SYS | 1.00000 6917.00| 1.50000 10375.50| 1.53000 10583.01 GEOTEXTILES FOR UNDERDRAIN | | | 0081 720-44296 3.000 EACH| 170.00000 510.00| 500.00000 1500.00| 448.10000 1344.30 CAP INLET , TEMPORARY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 130 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,456,436.66 ROUTE : 32 CALL ORDER : 130 CONTRACT ID : R -26403-A COUNTIES : HAMILTON LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1875662 |(6) 35-1917625 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 720-45045 5.000 EACH| 1400.00000 7000.00| 1400.00000 7000.00| 1147.00000 5735.00 INLET, J10 | | | 0083 720-45145 9.000 EACH| 1450.00000 13050.00| 1400.00000 12600.00| 1147.00000 10323.00 INLET, J10, MODIFIED | | | 0084 720-45235 1.000 EACH| 1500.00000 1500.00| 1700.00000 1700.00| 950.00000 950.00 CATCH BASIN, E7 | | | 0085 720-45275 1.000 EACH| 1100.00000 1100.00| 800.00000 800.00| 830.00000 830.00 PIPE CATCH BASIN, 24 IN. | | | 0086 720-45410 15.000 EACH| 1700.00000 25500.00| 1600.00000 24000.00| 1470.00000 22050.00 MANHOLE, C4 | | | 0087 720-93409 2.000 EACH| 2200.00000 4400.00| 2100.00000 4200.00| 1500.00000 3000.00 INLET, B15, MODIFIED | | | 0088 720-94208 1.000 EACH| 2150.00000 2150.00| 2000.00000 2000.00| 1600.00000 1600.00 MANHOLE, C10 | | | 0089 720-94432 3.000 EACH| 2500.00000 7500.00| 1500.00000 4500.00| 1300.00000 3900.00 MANHOLE, C7 | | | 0090 720-95422 1.000 EACH| 4500.00000 4500.00| 3000.00000 3000.00| 2000.00000 2000.00 MANHOLE, J4 | | | 0091 801-04308 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 331.50000 663.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06203 1600.000 LFT | 0.38000 608.00| 0.40000 640.00| 0.33000 528.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0093 801-06207 82380.000 LFT | 0.12000 9885.60| 0.75000 61785.00| 0.81000 66727.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0094 801-06211 60.000 EACH| 0.45000 27.00| 50.00000 3000.00| 86.70000 5202.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0095 801-06640 53.000 EACH| 115.00000 6095.00| 115.00000 6095.00| 117.30000 6216.90 CONSTRUCTION SIGN, A | | | 0096 801-06710 60.000 DAY | 25.00000 1500.00| 28.00000 1680.00| 14.28000 856.80 FLASHING ARROW SIGN | | | 0097 801-06775 LUMP| 122100.00000 122100.00| 50000.00000 50000.00| 70000.00000 70000.00 MAINTAINING TRAFFIC | | | 0098 801-07119 192.000 LFT | 8.50000 1632.00| 9.00000 1728.00| 4.34000 833.28 BARRICADE, III-B | | | 0099 801-94295 4.000 EACH| 125.00000 500.00| 135.00000 540.00| 127.50000 510.00 SIGNAL HEAD, RELOCATE | | | 0100 802-03776 18.000 LFT | 15.00000 270.00| 17.00000 306.00| 15.30000 275.40 SIGN POST, WOOD, 6 IN. X 6 IN. | | | 0101 802-05702 476.000 LFT | 11.00000 5236.00| 12.00000 5712.00| 11.22000 5340.72 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 130 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,456,436.66 ROUTE : 32 CALL ORDER : 130 CONTRACT ID : R -26403-A COUNTIES : HAMILTON LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1875662 |(6) 35-1917625 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 802-07060 2.000 EACH| 100.00000 200.00| 110.00000 220.00| 102.00000 204.00 SIGN, SHEET, RELOCATE | | | 0103 802-76025 272.000 SFT | 15.00000 4080.00| 17.00000 4624.00| 15.30000 4161.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0104 802-76035 89.000 SFT | 16.00000 1424.00| 18.00000 1602.00| 16.32000 1452.48 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0105 802-76045 54.000 SFT | 20.00000 1080.00| 18.00000 972.00| 20.40000 1101.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0106 805-01815 5.000 EACH| 2435.00000 12175.00| 2500.00000 12500.00| 2483.70000 12418.50 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0107 805-01842 18.000 EACH| 750.00000 13500.00| 800.00000 14400.00| 765.00000 13770.00 HANDHOLE, SIGNAL | | | 0108 805-01893 LUMP| 8300.00000 8300.00| 9000.00000 9000.00| 8466.00000 8466.00 MAINTAINING TRAFFIC SIGNAL | | | 0109 805-02087 LUMP| 500.00000 500.00| 500.00000 500.00| 510.00000 510.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0110 805-02152 8.000 EACH| 330.00000 2640.00| 350.00000 2800.00| 336.60000 2692.80 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0111 805-04133 2.000 EACH| 325.00000 650.00| 350.00000 700.00| 331.50000 663.00 SIGNAL PEDESTAL, 12 FT. | | | 0112 805-04602 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 510.00000 510.00 CONTROLLER, REWIRE | | | 0113 805-06592 2857.000 LFT | 11.00000 31427.00| 11.00000 31427.00| 11.22000 32055.54 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0114 805-06834 1.000 EACH| 8300.00000 8300.00| 9000.00000 9000.00| 8466.00000 8466.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0115 805-07195 4.000 EACH| 305.00000 1220.00| 300.00000 1200.00| 311.10000 1244.40 SIGNAL INDICATIONS, 12 IN., AMBER, LED | | | 0116 805-78010 2.000 EACH| 740.00000 1480.00| 850.00000 1700.00| 754.80000 1509.60 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0117 805-78205 4.000 EACH| 540.00000 2160.00| 600.00000 2400.00| 550.80000 2203.20 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 130 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,456,436.66 ROUTE : 32 CALL ORDER : 130 CONTRACT ID : R -26403-A COUNTIES : HAMILTON LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1875662 |(6) 35-1917625 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 805-78215 4.000 EACH| 570.00000 2280.00| 600.00000 2400.00| 581.40000 2325.60 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0119 805-78230 4.000 EACH| 860.00000 3440.00| 900.00000 3600.00| 877.20000 3508.80 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0120 805-78415 6.000 EACH| 1350.00000 8100.00| 1400.00000 8400.00| 1377.00000 8262.00 SPAN, CATENARY, AND TETHER | | | 0121 805-78420 6.000 EACH| 200.00000 1200.00| 200.00000 1200.00| 204.00000 1224.00 DISCONNECT HANGER | | | 0122 805-78445 4.000 EACH| 480.00000 1920.00| 500.00000 2000.00| 489.60000 1958.40 SIGNAL SERVICE | | | 0123 805-78467 295.000 LFT | 1.40000 413.00| 1.50000 442.50| 1.43000 421.85 SIGNAL CABLE, 3C 8GA. | | | 0124 805-78470 1908.000 LFT | 0.10000 190.80| 0.10000 190.80| 0.10000 190.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0125 805-78480 1372.000 LFT | 1.00000 1372.00| 1.00000 1372.00| 1.02000 1399.44 SIGNAL CABLE, 3C 14GA. | | | 0126 805-78485 1399.000 LFT | 1.05000 1468.95| 1.05000 1468.95| 1.07000 1496.93 SIGNAL CABLE, 5C 14GA. | | | 0127 805-78490 897.000 LFT | 1.15000 1031.55| 1.20000 1076.40| 1.17000 1049.49 SIGNAL CABLE, 7C 14GA. | | | 0128 805-78500 599.000 LFT | 1.40000 838.60| 1.50000 898.50| 1.43000 856.57 SIGNAL CABLE, 11C 14GA. | | | 0129 805-78510 8818.000 LFT | 0.65000 5731.70| 0.65000 5731.70| 0.66000 5819.88 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0130 805-78746 2502.000 LFT | 9.00000 22518.00| 10.00000 25020.00| 9.18000 22968.36 PREFORMED LOOP DETECTORS | | | 0131 805-78785 4.000 EACH| 725.00000 2900.00| 750.00000 3000.00| 739.50000 2958.00 SIGNAL DETECTOR HOUSING | | | 0132 805-78795 666.000 LFT | 7.00000 4662.00| 7.00000 4662.00| 7.14000 4755.24 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0133 805-78900 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 612.00000 1224.00 PEDESTAL FOUNDATION, A | | | 0134 805-78925 1.000 EACH| 960.00000 960.00| 1000.00000 1000.00| 979.20000 979.20 CONTROLLER CABINET FOUNDATION, P1 | | | 0135 805-81060 5.000 EACH| 3160.00000 15800.00| 3250.00000 16250.00| 3223.20000 16116.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0136 805-92504 9.000 EACH| 80.00000 720.00| 85.00000 765.00| 81.60000 734.40 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0137 805-96121 8.000 EACH| 115.00000 920.00| 120.00000 960.00| 117.30000 938.40 PEDESTRIAN PUSH BUTTON AND SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 130 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,456,436.66 ROUTE : 32 CALL ORDER : 130 CONTRACT ID : R -26403-A COUNTIES : HAMILTON LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1875662 |(6) 35-1917625 |E & B PAVING, INC. |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 807-98690 5.000 EACH| 180.00000 900.00| 190.00000 950.00| 183.60000 918.00 HANDHOLE ADJUSTED TO GRADE | | | 0139 808-01045 110.000 LFT | 4.00000 440.00| 4.40000 484.00| 1.02000 112.20 LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0140 808-05929 210.000 LFT | 1.00000 210.00| 1.00000 210.00| 0.71000 149.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0141 808-06701 11674.000 LFT | 0.24000 2801.76| 0.25000 2918.50| 0.31000 3618.94 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0142 808-06703 6569.000 LFT | 0.24000 1576.56| 0.25000 1642.25| 0.30000 1970.70 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0143 808-06713 11540.000 LFT | 0.11000 1269.40| 0.11000 1269.40| 0.09000 1038.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0144 808-06714 11540.000 LFT | 0.11000 1269.40| 0.11000 1269.40| 0.08000 923.20 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0145 808-06716 25000.000 LFT | 0.21000 5250.00| 0.21000 5250.00| 0.28000 7000.00 LINE, REMOVE | | | 0146 808-75240 107.000 LFT | 0.55000 58.85| 0.55000 58.85| 1.02000 109.14 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0147 808-75245 10726.000 LFT | 0.24000 2574.24| 0.25000 2681.50| 0.30000 3217.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0148 808-75297 1090.000 LFT | 3.00000 3270.00| 3.25000 3542.50| 3.57000 3891.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0149 808-75320 30.000 EACH| 62.00000 1860.00| 65.00000 1950.00| 59.16000 1774.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0150 808-75325 28.000 EACH| 78.00000 2184.00| 80.00000 2240.00| 60.18000 1685.04 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0151 808-75998 294.000 EACH| 21.00000 6174.00| 21.00000 6174.00| 29.58000 8696.52 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0152 808-99176 1214.000 LFT | 3.00000 3642.00| 3.25000 3945.50| 3.32000 4030.48 LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | | IN. | | | SECTION TOTALS | $ 3,019,767.15| $ 3,173,258.65| $ 3,397,059.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,019,767.15| $ 3,173,258.65| $ 3,397,059.53 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,666,542.40 ROUTE : 93RD CALL ORDER : 150 CONTRACT ID : R -26936-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/21/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : IN48057 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 4,490,310.86 100.0000% 2 36-2061280 GALLAGHER ASPHALT CORPORATION $ 4,981,550.62 110.9399% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 5,338,450.40 118.8882% 4 35-1120685 WALSH & KELLY INC $ 5,540,473.99 123.3873% 5 35-1058916 WOODRUFF & SONS, INC. $ 6,306,821.27 140.4540% ==================================================================================================================================== |(1) 35-1035700 |(2) 36-2061280 |(3) 35-0918397 |BUCKO CONSTRUCTION |GALLAGHER ASPHALT CORPORATIO|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 55000.00000 55000.00| 60500.00000 60500.00| 56000.00000 56000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 14.000 MOS | 2000.00000 28000.00| 3105.00000 43470.00| 2600.00000 36400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 220000.00000 220000.00| 87320.00000 87320.00| 253000.00000 253000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 46000.00000 46000.00| 13500.00000 13500.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0006 202-02245 68.000 EACH| 100.00000 6800.00| 50.00000 3400.00| 150.00000 10200.00 TREE, 150 mm, REMOVE | | | 0007 202-02250 8.000 EACH| 200.00000 1600.00| 90.00000 720.00| 175.00000 1400.00 TREE, 250 mm, REMOVE | | | 0008 202-02255 2.000 EACH| 400.00000 800.00| 900.00000 1800.00| 275.00000 550.00 TREE, 460 mm, REMOVE | | | 0009 202-02260 3.000 EACH| 600.00000 1800.00| 1700.00000 5100.00| 500.00000 1500.00 TREE, 760 mm, REMOVE | | | 0010 202-02279 1765.000 m | 9.00000 15885.00| 15.00000 26475.00| 8.00000 14120.00 CURB AND GUTTER, REMOVE | | | 0011 202-02928 1.000 EACH| 200.00000 200.00| 305.00000 305.00| 325.00000 325.00 CATCH BASIN, REMOVE | | | 0012 202-93047 2.000 EACH| 200.00000 400.00| 257.00000 514.00| 275.00000 550.00 MANHOLE, REMOVE | | | 0013 203-02000 65542.000 m3 | 13.10000 858600.20| 18.25000 1196141.50| 17.00000 1114214.00 EXCAVATION, COMMON | | | 0014 205-02224 3220.000 m | 5.40000 17388.00| 5.50000 17710.00| 6.00000 19320.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,666,542.40 ROUTE : 93RD CALL ORDER : 150 CONTRACT ID : R -26936-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 36-2061280 |(3) 35-0918397 |BUCKO CONSTRUCTION |GALLAGHER ASPHALT CORPORATIO|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-02236 125.000 EACH| 60.00000 7500.00| 61.25000 7656.25| 67.00000 8375.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 207-07498 38321.000 m2 | 3.40000 130291.40| 3.50000 134123.50| 4.00000 153284.00 SUBGRADE TREATMENT, TYPE A | | | 0017 211-07454 1887.000 m3 | 13.39000 25266.93| 15.90000 30003.30| 17.00000 32079.00 STRUCTURE BACKFILL | | | 0018 306-08043 1494.000 m2 | 3.72000 5557.68| 3.60000 5378.40| 4.91000 7335.54 MILLING, TRANSITION | | | 0019 401-07322 3281.000 Mg | 38.91000 127663.71| 44.30000 145348.30| 48.94000 160572.14 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0020 401-07408 9260.000 Mg | 29.60000 274096.00| 39.00000 361140.00| 35.98000 333174.80 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0021 401-07429 4323.000 Mg | 33.79000 146074.17| 43.20000 186753.60| 43.22000 186840.06 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0022 401-07638 5469.000 Mg | 35.11000 192016.59| 40.75000 222861.75| 39.78000 217556.82 QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0023 406-05520 44.000 Mg | 352.73000 15520.12| 380.00000 16720.00| 173.77000 7645.88 ASPHALT FOR TACK COAT | | | 0024 604-07902 159.000 m2 | 161.32000 25649.88| 43.75000 6956.25| 68.13000 10832.67 CURB RAMP, CONCRETE, H | | | 0025 604-91531 4811.000 m2 | 28.35000 136391.85| 34.62000 166556.82| 41.96000 201869.56 SIDEWALK, CONCRETE, 100 mm | | | 0026 605-06144 4495.000 m | 37.57000 168877.15| 37.65000 169236.75| 36.39000 163573.05 CURB AND GUTTER, A, CONCRETE , MODIFIED | | | 0027 605-06160 4257.000 m | 31.99000 136181.43| 34.80000 148143.60| 29.61000 126049.77 CURB AND GUTTER, B, CONCRETE, MODIFIED | | | 0028 605-06165 2067.000 m | 35.10000 72551.70| 38.55000 79682.85| 27.08000 55974.36 CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0029 605-06235 19.000 m | 259.45000 4929.55| 70.00000 1330.00| 567.30000 10778.70 CENTER CURB, D, CONCRETE, MODIFIED | | | 0030 610-07486 2080.000 Mg | 41.00000 85280.00| 57.50000 119600.00| 57.35000 119288.00 HMA FOR APPROACHES, TYPE A | | | 0031 611-96856 1450.000 m2 | 45.14000 65453.00| 36.27000 52591.50| 44.29000 64220.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0032 615-06490 20.000 EACH| 120.00000 2400.00| 130.00000 2600.00| 140.00000 2800.00 RIGHT OF WAY MARKER | | | 0033 615-06505 8.000 EACH| 525.00000 4200.00| 540.00000 4320.00| 500.00000 4000.00 MONUMENT, B | | | 0034 615-06527 2.000 EACH| 485.00000 970.00| 500.00000 1000.00| 380.00000 760.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,666,542.40 ROUTE : 93RD CALL ORDER : 150 CONTRACT ID : R -26936-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 36-2061280 |(3) 35-0918397 |BUCKO CONSTRUCTION |GALLAGHER ASPHALT CORPORATIO|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-02320 41.000 m2 | 3.23000 132.43| 13.25000 543.25| 4.50000 184.50 GEOTEXTILES | | | 0036 616-06451 17.000 Mg | 44.71000 760.07| 77.50000 1317.50| 65.00000 1105.00 RIPRAP, UNIFORM | | | 0037 621-01004 1.000 EACH| 475.00000 475.00| 485.00000 485.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 3.000 Mg | 110.00000 330.00| 115.00000 345.00| 120.00000 360.00 FERTILIZER | | | 0039 621-06570 100.000 m3 | 45.85000 4585.00| 32.55000 3255.00| 40.00000 4000.00 TOP SOIL | | | 0040 621-06574 29200.000 m2 | 3.58000 104536.00| 3.65000 106580.00| 4.00000 116800.00 SODDING | | | 0041 621-08223 100.000 m3 | 30.00000 3000.00| 27.20000 2720.00| 35.00000 3500.00 SUBSTRATE SOIL | | | 0042 621-08224 23600.000 m2 | 0.86000 20296.00| 0.90000 21240.00| 6.00000 141600.00 DETENTION POND GROUND PREPARATION AND | | | SEEDING | | | 0043 622-05650 79.000 EACH| 326.00000 25754.00| 330.00000 26070.00| 365.00000 28835.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0044 622-05653 1312.000 EACH| 12.25000 16072.00| 12.50000 16400.00| 13.50000 17712.00 PLANT, GROUND COVER | | | 0045 622-05654 19018.000 EACH| 10.15000 193032.70| 10.35000 196836.30| 11.00000 209198.00 PLANT, PERENNIAL | | | 0046 715-03476 2.000 EACH| 500.00000 1000.00| 1300.00000 2600.00| 1300.00000 2600.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0047 715-04857 1.000 EACH| 4200.00000 4200.00| 5920.00000 5920.00| 6500.00000 6500.00 SAFETY METAL END SECTION, 4:1, 1500 mm | | | 0048 715-05024 187.000 m | 170.60000 31902.20| 162.75000 30434.25| 170.00000 31790.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0049 715-05048 4044.000 m | 8.20000 33160.80| 19.35000 78251.40| 21.00000 84924.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0050 715-05149 996.000 m | 91.86000 91492.56| 91.40000 91034.40| 100.00000 99600.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0051 715-05151 110.000 m | 85.30000 9383.00| 93.35000 10268.50| 100.00000 11000.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0052 715-05152 91.000 m | 93.50000 8508.50| 98.60000 8972.60| 100.00000 9100.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0053 715-05153 120.000 m | 96.78000 11613.60| 120.10000 14412.00| 125.00000 15000.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,666,542.40 ROUTE : 93RD CALL ORDER : 150 CONTRACT ID : R -26936-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 36-2061280 |(3) 35-0918397 |BUCKO CONSTRUCTION |GALLAGHER ASPHALT CORPORATIO|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05154 262.000 m | 121.39000 31804.18| 125.20000 32802.40| 130.00000 34060.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0055 715-05155 146.000 m | 144.36000 21076.56| 141.70000 20688.20| 150.00000 21900.00 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0056 715-05156 180.000 m | 139.29000 25072.20| 150.10000 27018.00| 160.00000 28800.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0057 715-05159 289.000 m | 236.06000 68221.34| 233.00000 67337.00| 250.00000 72250.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0058 715-05161 333.000 m | 253.94000 84562.02| 252.50000 84082.50| 270.00000 89910.00 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0059 715-05162 317.000 m | 291.17000 92300.89| 304.40000 96494.80| 325.00000 103025.00 PIPE, TYPE 2, CIRCULAR, 1350 mm | | | 0060 715-05163 23.000 m | 415.03000 9545.69| 450.80000 10368.40| 475.00000 10925.00 PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0061 718-52610 766.000 m3 | 25.77000 19739.82| 26.40000 20222.40| 29.00000 22214.00 AGGREGATE FOR UNDERDRAINS | | | 0062 718-99153 8568.000 m2 | 1.20000 10281.60| 0.55000 4712.40| 0.50000 4284.00 GEOTEXTILES FOR UNDERDRAIN | | | 0063 720-44000 42.000 EACH| 225.00000 9450.00| 174.50000 7329.00| 190.00000 7980.00 CASTING, ADJUST TO GRADE | | | 0064 720-45045 34.000 EACH| 1135.00000 38590.00| 1270.40000 43193.60| 1375.00000 46750.00 INLET, J10 | | | 0065 720-45250 41.000 EACH| 1500.00000 61500.00| 1727.55000 70829.55| 1875.00000 76875.00 CATCH BASIN, K10 | | | 0066 720-45410 21.000 EACH| 1650.00000 34650.00| 1618.35000 33985.35| 1770.00000 37170.00 MANHOLE, C4 | | | 0067 720-91973 4.000 EACH| 2775.00000 11100.00| 2346.00000 9384.00| 2500.00000 10000.00 MANHOLE, H4 | | | 0068 720-93501 6.000 EACH| 6600.00000 39600.00| 5508.00000 33048.00| 6000.00000 36000.00 MANHOLE, L4 | | | 0069 720-94612 11.000 EACH| 3900.00000 42900.00| 3768.35000 41451.85| 4000.00000 44000.00 MANHOLE, K4 | | | 0070 720-95335 1.000 EACH| 8750.00000 8750.00| 9624.50000 9624.50| 10000.00000 10000.00 MANHOLE, M4 | | | 0071 720-98174 5.000 EACH| 1775.00000 8875.00| 2072.40000 10362.00| 2250.00000 11250.00 INLET, B15 | | | 0072 720-98555 5.000 EACH| 1725.00000 8625.00| 2167.35000 10836.75| 2350.00000 11750.00 INLET, C15 | | | 0073 801-04308 23.000 EACH| 425.00000 9775.00| 290.50000 6681.50| 225.00000 5175.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06203 11921.000 m | 0.44000 5245.24| 0.60000 7152.60| 0.40000 4768.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,666,542.40 ROUTE : 93RD CALL ORDER : 150 CONTRACT ID : R -26936-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 36-2061280 |(3) 35-0918397 |BUCKO CONSTRUCTION |GALLAGHER ASPHALT CORPORATIO|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 801-06207 1417.000 m | 3.15000 4463.55| 3.20000 4534.40| 2.80000 3967.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0076 801-06218 64.000 m | 18.90000 1209.60| 5.00000 320.00| 16.70000 1068.80 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0077 801-06640 47.000 EACH| 195.00000 9165.00| 126.00000 5922.00| 160.00000 7520.00 CONSTRUCTION SIGN, A | | | 0078 801-06645 8.000 EACH| 65.00000 520.00| 56.00000 448.00| 55.00000 440.00 CONSTRUCTION SIGN, B | | | 0079 801-06710 360.000 DAY | 18.00000 6480.00| 10.50000 3780.00| 13.25000 4770.00 FLASHING ARROW SIGN | | | 0080 801-06775 LUMP| 53750.00000 53750.00| 24200.00000 24200.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0081 801-07118 528.000 m | 26.50000 13992.00| 46.45000 24525.60| 50.00000 26400.00 BARRICADE, III-A | | | 0082 802-02489 107.000 m | 18.50000 1979.50| 36.80000 3937.60| 40.00000 4280.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0083 802-76020 22.000 m2 | 120.00000 2640.00| 120.00000 2640.00| 130.00000 2860.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0084 805-01844 7.000 m | 52.00000 364.00| 40.60000 284.20| 44.00000 308.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0085 805-01893 LUMP| 3000.00000 3000.00| 815.00000 815.00| 875.00000 875.00 MAINTAINING TRAFFIC SIGNAL | | | 0086 805-02971 LUMP| 1000.00000 1000.00| 2600.00000 2600.00| 2800.00000 2800.00 ELECTRICAL SERVICE | | | 0087 805-78205 2.000 EACH| 650.00000 1300.00| 612.00000 1224.00| 650.00000 1300.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0088 805-78230 1.000 EACH| 1200.00000 1200.00| 969.00000 969.00| 1060.00000 1060.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0089 805-78485 61.000 m | 4.20000 256.20| 5.10000 311.10| 5.50000 335.50 SIGNAL CABLE, 5C 14GA. | | | 0090 805-86925 235.000 EACH| 25.50000 5992.50| 12.25000 2878.75| 13.25000 3113.75 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0091 805-86935 217.000 EACH| 16.80000 3645.60| 12.25000 2658.25| 13.25000 2875.25 INSULATING LINK, WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 150 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,666,542.40 ROUTE : 93RD CALL ORDER : 150 CONTRACT ID : R -26936-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 36-2061280 |(3) 35-0918397 |BUCKO CONSTRUCTION |GALLAGHER ASPHALT CORPORATIO|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 805-90187 208.000 m | 90.00000 18720.00| 83.70000 17409.60| 90.00000 18720.00 CONDUIT, STEEL, GALVANIZED, 100 mm | | | 0093 805-90267 167.000 m | 80.00000 13360.00| 67.00000 11189.00| 70.00000 11690.00 CONDUIT, STEEL, GALVANIZED, 75 mm | | | 0094 807-02194 1.000 EACH| 12500.00000 12500.00| 7665.00000 7665.00| 8400.00000 8400.00 SERVICE POINT, II, MODIFIED | | | 0095 807-02428 32.000 EACH| 720.00000 23040.00| 615.00000 19680.00| 670.00000 21440.00 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2450 mm | | | 0096 807-03950 44.000 EACH| 590.00000 25960.00| 815.00000 35860.00| 875.00000 38500.00 LUMINAIRE, ORNAMENTAL | | | 0097 807-03951 22.000 EACH| 2190.00000 48180.00| 1785.00000 39270.00| 1950.00000 42900.00 LIGHT POLE, ORNAMENTAL | | | 0098 807-04113 22.000 EACH| 400.00000 8800.00| 433.00000 9526.00| 475.00000 10450.00 CONCRETE FOUNDATION WITH GROUNDING, 500 | | | mm DIA. X 1200 mm | | | 0099 807-04651 3552.000 m | 17.20000 61094.40| 24.40000 86668.80| 26.50000 94128.00 WIRE , THWN, NO. 4 COPPER, IN CABLE | | | DUCT IN TRENCH, 7 1/C | | | 0100 807-85744 27.000 EACH| 1700.00000 45900.00| 1625.00000 43875.00| 1750.00000 47250.00 LIGHT POLE, 12.2 m E.M.H., 1.8 m MAST | | | ARM, BREAKAWAY BASE | | | 0101 807-85748 3.000 EACH| 1620.00000 4860.00| 1630.00000 4890.00| 1750.00000 5250.00 LIGHT POLE, 12.2 m E.M.H., 2.4 m MAST | | | ARM, BREAKAWAY BASE | | | 0102 807-85752 1.000 EACH| 1650.00000 1650.00| 1632.50000 1632.50| 1775.00000 1775.00 LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, BREAKAWAY BASE | | | 0103 807-85756 1.000 EACH| 1680.00000 1680.00| 1684.00000 1684.00| 1840.00000 1840.00 LIGHT POLE, 12.2 m E.M.H., 3.7 m MAST | | | ARM, BREAKAWAY BASE | | | 0104 807-86620 32.000 EACH| 210.00000 6720.00| 331.50000 10608.00| 350.00000 11200.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0105 807-86910 108.000 EACH| 28.50000 3078.00| 20.50000 2214.00| 22.00000 2376.00 CONNECTOR KIT, UNFUSED | | | 0106 807-86915 108.000 EACH| 31.80000 3434.40| 22.50000 2430.00| 24.00000 2592.00 CONNECTOR KIT, FUSED | | | 0107 808-06701 1040.000 m | 0.95000 988.00| 1.15000 1196.00| 1.20000 1248.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 150 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,666,542.40 ROUTE : 93RD CALL ORDER : 150 CONTRACT ID : R -26936-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 36-2061280 |(3) 35-0918397 |BUCKO CONSTRUCTION |GALLAGHER ASPHALT CORPORATIO|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 808-06703 620.000 m | 0.95000 589.00| 1.15000 713.00| 1.20000 744.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0109 808-06716 552.000 m | 1.20000 662.40| 0.85000 469.20| 0.90000 496.80 LINE, REMOVE | | | 0110 808-75245 4221.000 m | 0.95000 4009.95| 1.15000 4854.15| 1.20000 5065.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0111 808-75290 35.000 m | 12.35000 432.25| 7.70000 269.50| 8.25000 288.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0112 808-75297 126.000 m | 12.35000 1556.10| 7.70000 970.20| 8.25000 1039.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0113 808-75300 410.000 m | 3.10000 1271.00| 1.70000 697.00| 1.85000 758.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0114 808-75320 16.000 EACH| 74.00000 1184.00| 35.75000 572.00| 39.00000 624.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0115 808-75325 16.000 EACH| 107.00000 1712.00| 47.75000 764.00| 52.00000 832.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0116 808-75998 241.000 EACH| 21.25000 5121.25| 19.40000 4675.40| 21.00000 5061.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0117 210-06312 228.000 m2 | 7.05000 1607.40| 24.00000 5472.00| 8.00000 1824.00 REMOVE DRIVE | | | SECTION TOTALS | $ 4,490,310.86| $ 4,981,550.62| $ 5,338,450.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,490,310.86| $ 4,981,550.62| $ 5,338,450.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 150 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,666,542.40 ROUTE : 93RD CALL ORDER : 150 CONTRACT ID : R -26936-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 |(5) 35-1058916 | |WALSH & KELLY INC |WOODRUFF & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 55000.00000 55000.00| 110000.00000 110000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 14.000 MOS | 3000.00000 42000.00| 1400.00000 19600.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 274000.00000 274000.00| 400000.00000 400000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 70000.00000 70000.00| 64000.00000 64000.00| CLEARING RIGHT OF WAY | | | 0006 202-02245 68.000 EACH| 225.00000 15300.00| 82.50000 5610.00| TREE, 150 mm, REMOVE | | | 0007 202-02250 8.000 EACH| 275.00000 2200.00| 550.00000 4400.00| TREE, 250 mm, REMOVE | | | 0008 202-02255 2.000 EACH| 500.00000 1000.00| 1100.00000 2200.00| TREE, 460 mm, REMOVE | | | 0009 202-02260 3.000 EACH| 700.00000 2100.00| 2200.00000 6600.00| TREE, 760 mm, REMOVE | | | 0010 202-02279 1765.000 m | 13.00000 22945.00| 10.93000 19291.45| CURB AND GUTTER, REMOVE | | | 0011 202-02928 1.000 EACH| 300.00000 300.00| 745.00000 745.00| CATCH BASIN, REMOVE | | | 0012 202-93047 2.000 EACH| 300.00000 600.00| 1249.00000 2498.00| MANHOLE, REMOVE | | | 0013 203-02000 65542.000 m3 | 18.50000 1212527.00| 19.55000 1281346.10| EXCAVATION, COMMON | | | 0014 205-02224 3220.000 m | 5.40000 17388.00| 5.94000 19126.80| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02236 125.000 EACH| 60.00000 7500.00| 66.00000 8250.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 207-07498 38321.000 m2 | 4.25000 162864.25| 5.37000 205783.77| SUBGRADE TREATMENT, TYPE A | | | 0017 211-07454 1887.000 m3 | 15.60000 29437.20| 35.00000 66045.00| STRUCTURE BACKFILL | | | 0018 306-08043 1494.000 m2 | 5.00000 7470.00| 5.40000 8067.60| MILLING, TRANSITION | | | 0019 401-07322 3281.000 Mg | 48.00000 157488.00| 53.83000 176616.23| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0020 401-07408 9260.000 Mg | 44.00000 407440.00| 39.58000 366510.80| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 150 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,666,542.40 ROUTE : 93RD CALL ORDER : 150 CONTRACT ID : R -26936-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 |(5) 35-1058916 | |WALSH & KELLY INC |WOODRUFF & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07429 4323.000 Mg | 45.00000 194535.00| 47.54000 205515.42| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0022 401-07638 5469.000 Mg | 46.00000 251574.00| 43.76000 239323.44| QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0023 406-05520 44.000 Mg | 425.00000 18700.00| 191.15000 8410.60| ASPHALT FOR TACK COAT | | | 0024 604-07902 159.000 m2 | 115.00000 18285.00| 92.64000 14729.76| CURB RAMP, CONCRETE, H | | | 0025 604-91531 4811.000 m2 | 40.00000 192440.00| 63.86000 307230.46| SIDEWALK, CONCRETE, 100 mm | | | 0026 605-06144 4495.000 m | 42.00000 188790.00| 40.03000 179934.85| CURB AND GUTTER, A, CONCRETE , MODIFIED | | | 0027 605-06160 4257.000 m | 46.00000 195822.00| 32.57000 138650.49| CURB AND GUTTER, B, CONCRETE, MODIFIED | | | 0028 605-06165 2067.000 m | 65.00000 134355.00| 44.35000 91671.45| CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0029 605-06235 19.000 m | 350.00000 6650.00| 624.03000 11856.57| CENTER CURB, D, CONCRETE, MODIFIED | | | 0030 610-07486 2080.000 Mg | 50.00000 104000.00| 63.09000 131227.20| HMA FOR APPROACHES, TYPE A | | | 0031 611-96856 1450.000 m2 | 60.00000 87000.00| 64.33000 93278.50| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0032 615-06490 20.000 EACH| 130.00000 2600.00| 143.00000 2860.00| RIGHT OF WAY MARKER | | | 0033 615-06505 8.000 EACH| 450.00000 3600.00| 495.00000 3960.00| MONUMENT, B | | | 0034 615-06527 2.000 EACH| 350.00000 700.00| 385.00000 770.00| MONUMENT, SECTION CORNER | | | 0035 616-02320 41.000 m2 | 13.00000 533.00| 8.87000 363.67| GEOTEXTILES | | | 0036 616-06451 17.000 Mg | 76.00000 1292.00| 67.64000 1149.88| RIPRAP, UNIFORM | | | 0037 621-01004 1.000 EACH| 475.00000 475.00| 522.50000 522.50| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 3.000 Mg | 110.00000 330.00| 121.00000 363.00| FERTILIZER | | | 0039 621-06570 100.000 m3 | 50.00000 5000.00| 35.09000 3509.00| TOP SOIL | | | 0040 621-06574 29200.000 m2 | 3.58000 104536.00| 3.94000 115048.00| SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 150 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,666,542.40 ROUTE : 93RD CALL ORDER : 150 CONTRACT ID : R -26936-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 |(5) 35-1058916 | |WALSH & KELLY INC |WOODRUFF & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-08223 100.000 m3 | 26.65000 2665.00| 29.32000 2932.00| SUBSTRATE SOIL | | | 0042 621-08224 23600.000 m2 | 0.86000 20296.00| 3.08000 72688.00| DETENTION POND GROUND PREPARATION AND | | | SEEDING | | | 0043 622-05650 79.000 EACH| 326.00000 25754.00| 358.60000 28329.40| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0044 622-05653 1312.000 EACH| 12.25000 16072.00| 13.48000 17685.76| PLANT, GROUND COVER | | | 0045 622-05654 19018.000 EACH| 10.15000 193032.70| 11.17000 212431.06| PLANT, PERENNIAL | | | 0046 715-03476 2.000 EACH| 1271.00000 2542.00| 700.00000 1400.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0047 715-04857 1.000 EACH| 5803.00000 5803.00| 4000.00000 4000.00| SAFETY METAL END SECTION, 4:1, 1500 mm | | | 0048 715-05024 187.000 m | 159.50000 29826.50| 215.00000 40205.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0049 715-05048 4044.000 m | 18.95000 76633.80| 14.74000 59608.56| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0050 715-05149 996.000 m | 89.60000 89241.60| 130.00000 129480.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0051 715-05151 110.000 m | 91.50000 10065.00| 140.00000 15400.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0052 715-05152 91.000 m | 96.60000 8790.60| 145.00000 13195.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0053 715-05153 120.000 m | 117.70000 14124.00| 155.00000 18600.00| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0054 715-05154 262.000 m | 122.70000 32147.40| 190.00000 49780.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0055 715-05155 146.000 m | 138.90000 20279.40| 210.00000 30660.00| PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0056 715-05156 180.000 m | 147.10000 26478.00| 260.00000 46800.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0057 715-05159 289.000 m | 228.00000 65892.00| 364.00000 105196.00| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0058 715-05161 333.000 m | 247.50000 82417.50| 419.00000 139527.00| PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0059 715-05162 317.000 m | 298.30000 94561.10| 440.00000 139480.00| PIPE, TYPE 2, CIRCULAR, 1350 mm | | | 0060 715-05163 23.000 m | 441.80000 10161.40| 620.00000 14260.00| PIPE, TYPE 2, CIRCULAR, 1500 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 150 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,666,542.40 ROUTE : 93RD CALL ORDER : 150 CONTRACT ID : R -26936-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 |(5) 35-1058916 | |WALSH & KELLY INC |WOODRUFF & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 718-52610 766.000 m3 | 25.90000 19839.40| 17.86000 13680.76| AGGREGATE FOR UNDERDRAINS | | | 0062 718-99153 8568.000 m2 | 0.50000 4284.00| 0.52000 4455.36| GEOTEXTILES FOR UNDERDRAIN | | | 0063 720-44000 42.000 EACH| 350.00000 14700.00| 477.50000 20055.00| CASTING, ADJUST TO GRADE | | | 0064 720-45045 34.000 EACH| 1245.00000 42330.00| 1800.00000 61200.00| INLET, J10 | | | 0065 720-45250 41.000 EACH| 1693.00000 69413.00| 2000.00000 82000.00| CATCH BASIN, K10 | | | 0066 720-45410 21.000 EACH| 1586.00000 33306.00| 1800.00000 37800.00| MANHOLE, C4 | | | 0067 720-91973 4.000 EACH| 2299.00000 9196.00| 4000.00000 16000.00| MANHOLE, H4 | | | 0068 720-93501 6.000 EACH| 5398.00000 32388.00| 7000.00000 42000.00| MANHOLE, L4 | | | 0069 720-94612 11.000 EACH| 3693.00000 40623.00| 6000.00000 66000.00| MANHOLE, K4 | | | 0070 720-95335 1.000 EACH| 9432.00000 9432.00| 11000.00000 11000.00| MANHOLE, M4 | | | 0071 720-98174 5.000 EACH| 2031.00000 10155.00| 1500.00000 7500.00| INLET, B15 | | | 0072 720-98555 5.000 EACH| 2124.00000 10620.00| 1500.00000 7500.00| INLET, C15 | | | 0073 801-04308 23.000 EACH| 285.00000 6555.00| 467.50000 10752.50| ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06203 11921.000 m | 0.69000 8225.49| 0.48000 5722.08| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0075 801-06207 1417.000 m | 2.86000 4052.62| 3.47000 4916.99| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0076 801-06218 64.000 m | 18.49000 1183.36| 20.79000 1330.56| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0077 801-06640 47.000 EACH| 125.00000 5875.00| 214.50000 10081.50| CONSTRUCTION SIGN, A | | | 0078 801-06645 8.000 EACH| 59.00000 472.00| 71.50000 572.00| CONSTRUCTION SIGN, B | | | 0079 801-06710 360.000 DAY | 10.00000 3600.00| 19.80000 7128.00| FLASHING ARROW SIGN | | | 0080 801-06775 LUMP| 40000.00000 40000.00| 65446.00000 65446.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 150 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,666,542.40 ROUTE : 93RD CALL ORDER : 150 CONTRACT ID : R -26936-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 |(5) 35-1058916 | |WALSH & KELLY INC |WOODRUFF & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 801-07118 528.000 m | 46.00000 24288.00| 29.15000 15391.20| BARRICADE, III-A | | | 0082 802-02489 107.000 m | 36.08000 3860.56| 39.69000 4246.83| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0083 802-76020 22.000 m2 | 118.40000 2604.80| 130.24000 2865.28| SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0084 805-01844 7.000 m | 39.36000 275.52| 43.30000 303.10| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0085 805-01893 LUMP| 800.00000 800.00| 880.00000 880.00| MAINTAINING TRAFFIC SIGNAL | | | 0086 805-02971 LUMP| 2500.00000 2500.00| 2750.00000 2750.00| ELECTRICAL SERVICE | | | 0087 805-78205 2.000 EACH| 600.00000 1200.00| 660.00000 1320.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0088 805-78230 1.000 EACH| 950.00000 950.00| 1045.00000 1045.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0089 805-78485 61.000 m | 4.92000 300.12| 5.41000 330.01| SIGNAL CABLE, 5C 14GA. | | | 0090 805-86925 235.000 EACH| 12.00000 2820.00| 13.20000 3102.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0091 805-86935 217.000 EACH| 12.00000 2604.00| 13.20000 2864.40| INSULATING LINK, WATERPROOFED | | | 0092 805-90187 208.000 m | 82.00000 17056.00| 90.20000 18761.60| CONDUIT, STEEL, GALVANIZED, 100 mm | | | 0093 805-90267 167.000 m | 65.60000 10955.20| 72.16000 12050.72| CONDUIT, STEEL, GALVANIZED, 75 mm | | | 0094 807-02194 1.000 EACH| 7500.00000 7500.00| 8250.00000 8250.00| SERVICE POINT, II, MODIFIED | | | 0095 807-02428 32.000 EACH| 600.00000 19200.00| 660.00000 21120.00| LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2450 mm | | | 0096 807-03950 44.000 EACH| 800.00000 35200.00| 880.00000 38720.00| LUMINAIRE, ORNAMENTAL | | | 0097 807-03951 22.000 EACH| 1750.00000 38500.00| 1925.00000 42350.00| LIGHT POLE, ORNAMENTAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 150 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,666,542.40 ROUTE : 93RD CALL ORDER : 150 CONTRACT ID : R -26936-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 |(5) 35-1058916 | |WALSH & KELLY INC |WOODRUFF & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 807-04113 22.000 EACH| 425.00000 9350.00| 467.50000 10285.00| CONCRETE FOUNDATION WITH GROUNDING, 500 | | | mm DIA. X 1200 mm | | | 0099 807-04651 3552.000 m | 23.94000 85034.88| 26.33000 93524.16| WIRE , THWN, NO. 4 COPPER, IN CABLE | | | DUCT IN TRENCH, 7 1/C | | | 0100 807-85744 27.000 EACH| 1590.00000 42930.00| 1749.00000 47223.00| LIGHT POLE, 12.2 m E.M.H., 1.8 m MAST | | | ARM, BREAKAWAY BASE | | | 0101 807-85748 3.000 EACH| 1591.00000 4773.00| 1750.10000 5250.30| LIGHT POLE, 12.2 m E.M.H., 2.4 m MAST | | | ARM, BREAKAWAY BASE | | | 0102 807-85752 1.000 EACH| 1600.00000 1600.00| 1760.00000 1760.00| LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, BREAKAWAY BASE | | | 0103 807-85756 1.000 EACH| 1650.00000 1650.00| 1815.00000 1815.00| LIGHT POLE, 12.2 m E.M.H., 3.7 m MAST | | | ARM, BREAKAWAY BASE | | | 0104 807-86620 32.000 EACH| 325.00000 10400.00| 357.50000 11440.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0105 807-86910 108.000 EACH| 20.00000 2160.00| 22.00000 2376.00| CONNECTOR KIT, UNFUSED | | | 0106 807-86915 108.000 EACH| 22.00000 2376.00| 24.20000 2613.60| CONNECTOR KIT, FUSED | | | 0107 808-06701 1040.000 m | 0.84000 873.60| 1.05000 1092.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0108 808-06703 620.000 m | 0.84000 520.80| 1.05000 651.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0109 808-06716 552.000 m | 1.48000 816.96| 1.32000 728.64| LINE, REMOVE | | | 0110 808-75245 4221.000 m | 0.84000 3545.64| 1.05000 4432.05| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0111 808-75290 35.000 m | 4.75000 166.25| 13.59000 475.65| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0112 808-75297 126.000 m | 9.50000 1197.00| 13.59000 1712.34| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 150 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,666,542.40 ROUTE : 93RD CALL ORDER : 150 CONTRACT ID : R -26936-A COUNTIES : LAKE LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 |(5) 35-1058916 | |WALSH & KELLY INC |WOODRUFF & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 808-75300 410.000 m | 3.75000 1537.50| 3.41000 1398.10| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0114 808-75320 16.000 EACH| 60.00000 960.00| 81.40000 1302.40| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0115 808-75325 16.000 EACH| 80.00000 1280.00| 117.70000 1883.20| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0116 808-75998 241.000 EACH| 20.00000 4820.00| 23.38000 5634.58| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0117 210-06312 228.000 m2 | 9.03000 2058.84| 4.43000 1010.04| REMOVE DRIVE | | | SECTION TOTALS | $ 5,540,473.99| $ 6,306,821.27| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,540,473.99| $ 6,306,821.27| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,025,107.76 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26980-A COUNTIES : ELKHART LETTING DATE : 07/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/18/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 000C559 000C559 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,597,349.66 100.0000% 2 35-1489621 HRP CONSTRUCTION, INC. $ 1,683,077.22 105.3668% 3 38-1625197 SELGE CONSTRUCTION CO. INC. $ 1,732,067.20 108.4338% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,735,235.02 108.6321% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1489621 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |HRP CONSTRUCTION, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 70000.00000 70000.00| 28000.00000 28000.00| 25700.00000 25700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1400.00000 16800.00| 900.00000 10800.00| 2000.00000 24000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 78000.00000 78000.00| 45000.00000 45000.00| 59250.00000 59250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 16000.00000 16000.00| 17000.00000 17000.00| 14500.00000 14500.00 CLEARING RIGHT OF WAY | | | 0005 202-01000 LUMP| 26940.00000 26940.00| 63000.00000 63000.00| 30000.00000 30000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02240 12353.000 SYS | 4.40000 54353.20| 6.00000 74118.00| 5.75000 71029.75 PAVEMENT REMOVAL | | | 0007 202-02279 2131.000 LFT | 3.20000 6819.20| 2.00000 4262.00| 4.00000 8524.00 CURB AND GUTTER, REMOVE | | | 0008 202-52710 1875.000 SYS | 6.50000 12187.50| 4.00000 7500.00| 5.00000 9375.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 3783.000 CYS | 7.00000 26481.00| 5.00000 18915.00| 10.00000 37830.00 EXCAVATION, COMMON | | | 0010 205-06937 1185.000 LFT | 2.60000 3081.00| 1.30000 1540.50| 1.30000 1540.50 TEMPORARY SILT FENCE | | | 0011 207-07498 12230.000 SYS | 0.10000 1223.00| 3.50000 42805.00| 2.00000 24460.00 SUBGRADE TREATMENT, TYPE A | | | 0012 211-07454 4826.000 CYS | 0.01000 48.26| 0.01000 48.26| 8.75000 42227.50 STRUCTURE BACKFILL | | | 0013 301-07448 1387.600 TON | 21.00000 29139.60| 22.00000 30527.20| 12.00000 16651.20 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,025,107.76 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26980-A COUNTIES : ELKHART LETTING DATE : 07/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1489621 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |HRP CONSTRUCTION, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-01180 57.000 TON | 21.00000 1197.00| 26.00000 1482.00| 12.00000 684.00 COMPACTED AGGREGATE, NO. 53 | | | 0015 303-02172 100.000 TON | 21.00000 2100.00| 16.00000 1600.00| 12.00000 1200.00 TEMPORARY AGGREGATE FOR DRIVE ACCESS | | | 0016 303-04489 606.000 TON | 24.00000 14544.00| 24.00000 14544.00| 17.10000 10362.60 COMPACTED CRUSHED AGGREGATE, 8 | | | 0017 304-07490 275.000 TON | 45.00000 12375.00| 50.00000 13750.00| 45.00000 12375.00 HMA PATCHING, TYPE B | | | 0018 401-07327 1092.000 TON | 45.00000 49140.00| 45.00000 49140.00| 45.00000 49140.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0019 401-07397 1821.000 TON | 42.00000 76482.00| 42.00000 76482.00| 42.00000 76482.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0020 401-07405 2638.000 TON | 10.00000 26380.00| 10.00000 26380.00| 10.00000 26380.00 QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | 0021 401-07423 4479.000 TON | 39.00000 174681.00| 39.00000 174681.00| 39.00000 174681.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0022 406-05520 7.340 TON | 1.00000 7.34| 125.00000 917.50| 1.00000 7.34 ASPHALT FOR TACK COAT | | | 0023 604-06069 155.000 SYS | 110.00000 17050.00| 110.00000 17050.00| 95.00000 14725.00 CURB RAMP, CONCRETE | | | 0024 604-06070 2623.000 SYS | 29.80000 78165.40| 27.20000 71345.60| 22.50000 59017.50 SIDEWALK, CONCRETE | | | 0025 605-06090 55.000 LFT | 28.00000 1540.00| 20.00000 1100.00| 25.00000 1375.00 CURB, INTEGRAL, CONCRETE | | | 0026 605-06155 6284.000 LFT | 11.00000 69124.00| 11.00000 69124.00| 9.60000 60326.40 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0027 610-05527 655.700 TON | 57.00000 37374.90| 57.00000 37374.90| 62.00000 40653.40 HMA FOR APPROACHES | | | 0028 611-05330 2429.000 SYS | 45.00000 109305.00| 43.00000 104447.00| 37.25000 90480.25 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0029 621-06574 5988.000 SYS | 2.68000 16047.84| 2.68000 16047.84| 4.00000 23952.00 SODDING | | | 0030 702-03607 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| 1920.00000 3840.00 CORED HOLE IN CONCRETE MANHOLE | | | 0031 715-02181 190.000 LFT | 40.00000 7600.00| 40.00000 7600.00| 42.00000 7980.00 SANITARY SEWER SERVICE ADJUSTMENT | | | 0032 715-05048 5723.000 LFT | 5.00000 28615.00| 5.00000 28615.00| 8.45000 48359.35 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0033 715-05149 1244.000 LFT | 19.00000 23636.00| 19.00000 23636.00| 36.90000 45903.60 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,025,107.76 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26980-A COUNTIES : ELKHART LETTING DATE : 07/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1489621 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |HRP CONSTRUCTION, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-05151 451.000 LFT | 20.00000 9020.00| 20.00000 9020.00| 39.50000 17814.50 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0035 715-05152 1190.000 LFT | 24.00000 28560.00| 24.00000 28560.00| 42.30000 50337.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0036 715-05154 1303.000 LFT | 31.00000 40393.00| 31.00000 40393.00| 47.50000 61892.50 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0037 715-05408 486.000 LFT | 16.00000 7776.00| 16.00000 7776.00| 38.00000 18468.00 PIPE, SANITARY SEWER, 8 IN. | | | 0038 715-05417 702.000 LFT | 70.00000 49140.00| 101.00000 70902.00| 82.40000 57844.80 PIPE, SANITARY SEWER, 30 IN. | | | 0039 718-52610 516.000 CYS | 30.00000 15480.00| 30.00000 15480.00| 26.25000 13545.00 AGGREGATE FOR UNDERDRAINS | | | 0040 718-99153 1906.000 SYS | 0.50000 953.00| 0.50000 953.00| 1.36000 2592.16 GEOTEXTILES FOR UNDERDRAIN | | | 0041 720-03988 1.000 EACH| 7900.00000 7900.00| 14900.00000 14900.00| 8420.00000 8420.00 MANHOLE, J4, DROP SANITARY SEWER | | | 0042 720-07301 4.000 EACH| 2100.00000 8400.00| 2100.00000 8400.00| 1760.00000 7040.00 INLET TYPE HA -5 | | | 0043 720-44000 3.000 EACH| 250.00000 750.00| 300.00000 900.00| 600.00000 1800.00 CASTING, ADJUST TO GRADE | | | 0044 720-44015 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 950.00000 950.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0045 720-45410 22.000 EACH| 2000.00000 44000.00| 3100.00000 68200.00| 1510.00000 33220.00 MANHOLE, C4 | | | 0046 720-45410 2.000 EACH| 1900.00000 3800.00| 2900.00000 5800.00| 1630.00000 3260.00 MANHOLE, C4 SANITARY SEWER | | | 0047 720-90984 2.000 EACH| 2200.00000 4400.00| 3400.00000 6800.00| 1780.00000 3560.00 MANHOLE, C2 | | | 0048 720-95422 2.000 EACH| 6900.00000 13800.00| 12900.00000 25800.00| 6330.00000 12660.00 MANHOLE, J4 SANITARY SEWER | | | 0049 720-98174 20.000 EACH| 2200.00000 44000.00| 3300.00000 66000.00| 1710.00000 34200.00 INLET, B15 | | | 0050 720-98555 12.000 EACH| 2300.00000 27600.00| 3500.00000 42000.00| 1830.00000 21960.00 INLET, C15 | | | 0051 732-02433 11.000 EACH| 1400.00000 15400.00| 1400.00000 15400.00| 1334.00000 14674.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 12 IN. | | | 0052 732-02531 1.000 EACH| 625.00000 625.00| 625.00000 625.00| 515.00000 515.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON 6 IN. | | | 0053 732-02532 2.000 EACH| 850.00000 1700.00| 850.00000 1700.00| 763.00000 1526.00 VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,025,107.76 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26980-A COUNTIES : ELKHART LETTING DATE : 07/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1489621 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |HRP CONSTRUCTION, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 732-04987 42.000 EACH| 375.00000 15750.00| 375.00000 15750.00| 365.00000 15330.00 CONNECTION , LATERAL, SANITARY SEWER | | | 0055 732-91739 45.000 LFT | 25.00000 1125.00| 25.00000 1125.00| 64.00000 2880.00 WATER MAIN, DUCTILE IRON, 8 IN. | | | 0056 732-91742 7.000 EACH| 2500.00000 17500.00| 2500.00000 17500.00| 2460.00000 17220.00 FIRE HYDRANT ASSEMBLY WITH VALVE AND BOX| | | 0057 732-94780 56.000 EACH| 400.00000 22400.00| 400.00000 22400.00| 680.00000 38080.00 WATER SERVICE CONNECTION | | | 0058 732-96670 3010.000 LFT | 27.00000 81270.00| 29.00000 87290.00| 50.50000 152005.00 WATER MAIN, DUCTILE IRON, 12 IN. | | | 0059 801-06775 LUMP| 33000.00000 33000.00| 14400.00000 14400.00| 14900.00000 14900.00 MAINTAINING TRAFFIC | | | 0060 802-05705 154.000 LFT | 10.50000 1617.00| 10.50000 1617.00| 10.50000 1617.00 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0061 802-07125 56.880 SFT | 21.20000 1205.86| 21.20000 1205.86| 21.25000 1208.70 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.080 IN. | | | 0062 802-76045 124.130 SFT | 17.10000 2122.62| 17.10000 2122.62| 17.00000 2110.21 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0063 808-06703 177.000 LFT | 0.32000 56.64| 0.32000 56.64| 0.32000 56.64 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0064 808-75043 371.000 LFT | 1.10000 408.10| 1.10000 408.10| 1.10000 408.10 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | 0065 808-75240 1166.000 LFT | 0.32000 373.12| 0.32000 373.12| 0.32000 373.12 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0066 808-75245 5644.000 LFT | 0.32000 1806.08| 0.32000 1806.08| 0.32000 1806.08 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0067 808-75297 89.000 LFT | 4.00000 356.00| 4.00000 356.00| 4.00000 356.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0068 808-75320 21.000 EACH| 55.00000 1155.00| 55.00000 1155.00| 55.00000 1155.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0069 808-75325 18.000 EACH| 75.00000 1350.00| 75.00000 1350.00| 75.00000 1350.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0070 808-75998 80.000 EACH| 24.00000 1920.00| 24.00000 1920.00| 24.00000 1920.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0.125" THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,025,107.76 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26980-A COUNTIES : ELKHART LETTING DATE : 07/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1489621 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |HRP CONSTRUCTION, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,597,349.66| $ 1,683,077.22| $ 1,732,067.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,597,349.66| $ 1,683,077.22| $ 1,732,067.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,025,107.76 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26980-A COUNTIES : ELKHART LETTING DATE : 07/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 21000.00000 21000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1800.00000 21600.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 91000.00000 91000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25000.00000 25000.00| | CLEARING RIGHT OF WAY | | | 0005 202-01000 LUMP| 17000.00000 17000.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02240 12353.000 SYS | 7.75000 95735.75| | PAVEMENT REMOVAL | | | 0007 202-02279 2131.000 LFT | 4.80000 10228.80| | CURB AND GUTTER, REMOVE | | | 0008 202-52710 1875.000 SYS | 4.50000 8437.50| | SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 3783.000 CYS | 20.00000 75660.00| | EXCAVATION, COMMON | | | 0010 205-06937 1185.000 LFT | 1.30000 1540.50| | TEMPORARY SILT FENCE | | | 0011 207-07498 12230.000 SYS | 2.25000 27517.50| | SUBGRADE TREATMENT, TYPE A | | | 0012 211-07454 4826.000 CYS | 2.00000 9652.00| | STRUCTURE BACKFILL | | | 0013 301-07448 1387.600 TON | 15.00000 20814.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 303-01180 57.000 TON | 15.00000 855.00| | COMPACTED AGGREGATE, NO. 53 | | | 0015 303-02172 100.000 TON | 20.00000 2000.00| | TEMPORARY AGGREGATE FOR DRIVE ACCESS | | | 0016 303-04489 606.000 TON | 20.00000 12120.00| | COMPACTED CRUSHED AGGREGATE, 8 | | | 0017 304-07490 275.000 TON | 95.00000 26125.00| | HMA PATCHING, TYPE B | | | 0018 401-07327 1092.000 TON | 44.00000 48048.00| | QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0019 401-07397 1821.000 TON | 39.00000 71019.00| | QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0020 401-07405 2638.000 TON | 37.00000 97606.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,025,107.76 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26980-A COUNTIES : ELKHART LETTING DATE : 07/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07423 4479.000 TON | 33.00000 147807.00| | QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0022 406-05520 7.340 TON | 250.00000 1835.00| | ASPHALT FOR TACK COAT | | | 0023 604-06069 155.000 SYS | 60.00000 9300.00| | CURB RAMP, CONCRETE | | | 0024 604-06070 2623.000 SYS | 27.00000 70821.00| | SIDEWALK, CONCRETE | | | 0025 605-06090 55.000 LFT | 18.00000 990.00| | CURB, INTEGRAL, CONCRETE | | | 0026 605-06155 6284.000 LFT | 10.50000 65982.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0027 610-05527 655.700 TON | 53.00000 34752.10| | HMA FOR APPROACHES | | | 0028 611-05330 2429.000 SYS | 36.00000 87444.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0029 621-06574 5988.000 SYS | 9.25000 55389.00| | SODDING | | | 0030 702-03607 2.000 EACH| 660.00000 1320.00| | CORED HOLE IN CONCRETE MANHOLE | | | 0031 715-02181 190.000 LFT | 22.00000 4180.00| | SANITARY SEWER SERVICE ADJUSTMENT | | | 0032 715-05048 5723.000 LFT | 3.65000 20888.95| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0033 715-05149 1244.000 LFT | 20.50000 25502.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0034 715-05151 451.000 LFT | 23.50000 10598.50| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0035 715-05152 1190.000 LFT | 25.50000 30345.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0036 715-05154 1303.000 LFT | 33.00000 42999.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0037 715-05408 486.000 LFT | 23.00000 11178.00| | PIPE, SANITARY SEWER, 8 IN. | | | 0038 715-05417 702.000 LFT | 60.00000 42120.00| | PIPE, SANITARY SEWER, 30 IN. | | | 0039 718-52610 516.000 CYS | 35.00000 18060.00| | AGGREGATE FOR UNDERDRAINS | | | 0040 718-99153 1906.000 SYS | 2.00000 3812.00| | GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,025,107.76 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26980-A COUNTIES : ELKHART LETTING DATE : 07/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 720-03988 1.000 EACH| 5800.00000 5800.00| | MANHOLE, J4, DROP SANITARY SEWER | | | 0042 720-07301 4.000 EACH| 2150.00000 8600.00| | INLET TYPE HA -5 | | | 0043 720-44000 3.000 EACH| 475.00000 1425.00| | CASTING, ADJUST TO GRADE | | | 0044 720-44015 1.000 EACH| 780.00000 780.00| | CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0045 720-45410 22.000 EACH| 1950.00000 42900.00| | MANHOLE, C4 | | | 0046 720-45410 2.000 EACH| 1800.00000 3600.00| | MANHOLE, C4 SANITARY SEWER | | | 0047 720-90984 2.000 EACH| 2250.00000 4500.00| | MANHOLE, C2 | | | 0048 720-95422 2.000 EACH| 4550.00000 9100.00| | MANHOLE, J4 SANITARY SEWER | | | 0049 720-98174 20.000 EACH| 2250.00000 45000.00| | INLET, B15 | | | 0050 720-98555 12.000 EACH| 2400.00000 28800.00| | INLET, C15 | | | 0051 732-02433 11.000 EACH| 1000.00000 11000.00| | VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 12 IN. | | | 0052 732-02531 1.000 EACH| 475.00000 475.00| | VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON 6 IN. | | | 0053 732-02532 2.000 EACH| 615.00000 1230.00| | VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON, 8 IN. | | | 0054 732-04987 42.000 EACH| 321.00000 13482.00| | CONNECTION , LATERAL, SANITARY SEWER | | | 0055 732-91739 45.000 LFT | 25.00000 1125.00| | WATER MAIN, DUCTILE IRON, 8 IN. | | | 0056 732-91742 7.000 EACH| 3500.00000 24500.00| | FIRE HYDRANT ASSEMBLY WITH VALVE AND BOX| | | 0057 732-94780 56.000 EACH| 700.00000 39200.00| | WATER SERVICE CONNECTION | | | 0058 732-96670 3010.000 LFT | 31.50000 94815.00| | WATER MAIN, DUCTILE IRON, 12 IN. | | | 0059 801-06775 LUMP| 18250.00000 18250.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,025,107.76 ROUTE : CALL ORDER : 160 CONTRACT ID : R -26980-A COUNTIES : ELKHART LETTING DATE : 07/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 802-05705 154.000 LFT | 10.50000 1617.00| | SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0061 802-07125 56.880 SFT | 21.20000 1205.86| | SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.080 IN. | | | 0062 802-76045 124.130 SFT | 17.10000 2122.62| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0063 808-06703 177.000 LFT | 0.32000 56.64| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0064 808-75043 371.000 LFT | 1.10000 408.10| | LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | 0065 808-75240 1166.000 LFT | 0.32000 373.12| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0066 808-75245 5644.000 LFT | 0.32000 1806.08| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0067 808-75297 89.000 LFT | 4.00000 356.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0068 808-75320 21.000 EACH| 55.00000 1155.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0069 808-75325 18.000 EACH| 75.00000 1350.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0070 808-75998 80.000 EACH| 24.00000 1920.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0.125" THICKNESS | | | SECTION TOTALS | $ 1,735,235.02| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,735,235.02| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,067,894.28 ROUTE : 64 CALL ORDER : 170 CONTRACT ID : R -27025-A COUNTIES : DUBOIS LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3819009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 5,125,614.90 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 5,480,000.00 106.9140% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 54000.00000 54000.00| 35000.00000 35000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 19.000 MOS | 1200.00000 22800.00| 1300.00000 24700.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 255000.00000 255000.00| 273000.00000 273000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 10290.000 LFT | 1.75000 18007.50| 1.50000 15435.00| GUARDRAIL, REMOVE | | | 0005 202-02278 560.000 LFT | 6.30000 3528.00| 11.00000 6160.00| CURB, CONCRETE, REMOVE | | | 0006 202-52710 425.000 SYS | 8.35000 3548.75| 16.00000 6800.00| SIDEWALK, CONCRETE, REMOVE | | | 0007 202-93741 85.000 EACH| 125.00000 10625.00| 120.00000 10200.00| GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02070 9000.000 CYS | 10.75000 96750.00| 16.00000 144000.00| BORROW | | | 0009 203-02376 LUMP| 9000.00000 9000.00| 5000.00000 5000.00| EXCAVATION, COMMON, FOR DITCH GRADING | | | 0010 205-06932 450.000 LFT | 4.00000 1800.00| 3.35000 1507.50| TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06933 9.000 EACH| 80.00000 720.00| 75.00000 675.00| TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06937 5000.000 LFT | 1.50000 7500.00| 1.40000 7000.00| TEMPORARY SILT FENCE | | | 0013 211-07454 3450.000 CYS | 18.00000 62100.00| 25.00000 86250.00| STRUCTURE BACKFILL | | | 0014 301-07448 6000.000 TON | 15.75000 94500.00| 16.00000 96000.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 306-08033 226450.000 SYS | 0.24000 54348.00| 0.15000 33967.50| MILLING, ASPHALT, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,067,894.28 ROUTE : 64 CALL ORDER : 170 CONTRACT ID : R -27025-A COUNTIES : DUBOIS LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 306-08034 14694.000 SYS | 0.10000 1469.40| 0.05000 734.70| MILLING, ASPHALT, 1 1/2 IN. | | | 0019 306-08039 14500.000 SYS | 1.05000 15225.00| 0.30000 4350.00| MILLING, ASPHALT REMOVAL | | | 0020 306-08043 19100.000 SYS | 0.15000 2865.00| 0.74000 14134.00| MILLING, TRANSITION | | | 0021 401-06264 LUMP| 6000.00000 6000.00| 4600.00000 4600.00| PROFILOGRAPH, HMA | | | 0025 405-05517 50.000 TON | 0.10000 5.00| 0.01000 0.50| ASPHALT FOR PRIME COAT | | | 0026 406-05520 160.000 TON | 205.00000 32800.00| 172.00000 27520.00| ASPHALT FOR TACK COAT | | | 0027 506-06333 416.000 SYS | 115.00000 47840.00| 115.00000 47840.00| PCCP PATCHING, FULL DEPTH | | | 0028 601-01522 11.000 EACH| 1375.00000 15125.00| 1375.00000 15125.00| GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-01625 3.000 EACH| 1400.00000 4200.00| 1400.00000 4200.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-01846 7.000 EACH| 1640.00000 11480.00| 1640.00000 11480.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0031 601-02024 1.000 EACH| 1650.00000 1650.00| 1650.00000 1650.00| GUARDRAIL TRANSITION, TGB, MODIFIED | | | 0032 601-04150 288.000 LFT | 56.00000 16128.00| 56.00000 16128.00| GUARDRAIL, THRIE BEAM, 6 FT. 3 IN. | | | SPACING | | | 0033 601-06037 2.000 EACH| 900.00000 1800.00| 800.00000 1600.00| GUARDRAIL END TREATMENT, I | | | 0034 601-62599 11.000 EACH| 1525.00000 16775.00| 1525.00000 16775.00| ADJUST GUARD RAIL END TREATMENT,HEIGHT | | | 0035 601-92948 2535.000 LFT | 2.65000 6717.75| 2.65000 6717.75| GUARDRAIL, ADJUST HEIGHT | | | 0036 601-94689 85.000 EACH| 2750.00000 233750.00| 2900.00000 246500.00| GUARDRAIL END TREATMENT, OS | | | 0037 601-99105 10760.000 LFT | 14.20000 152792.00| 14.20000 152792.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0038 604-06070 100.000 SYS | 39.00000 3900.00| 59.00000 5900.00| SIDEWALK, CONCRETE | | | 0039 604-07894 35.000 SYS | 61.00000 2135.00| 125.00000 4375.00| CURB RAMP, CONCRETE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,067,894.28 ROUTE : 64 CALL ORDER : 170 CONTRACT ID : R -27025-A COUNTIES : DUBOIS LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 604-07896 70.000 SYS | 64.00000 4480.00| 145.00000 10150.00| CURB RAMP, CONCRETE, B | | | 0041 604-07899 270.000 SYS | 44.50000 12015.00| 140.00000 37800.00| CURB RAMP, CONCRETE, E | | | 0042 604-07901 26.000 SYS | 91.00000 2366.00| 128.00000 3328.00| CURB RAMP, CONCRETE, G | | | 0044 611-06497 75.000 EACH| 175.00000 13125.00| 175.00000 13125.00| MAILBOX ASSEMBLY, SINGLE | | | 0045 611-06498 27.000 EACH| 235.00000 6345.00| 235.00000 6345.00| MAILBOX ASSEMBLY, DOUBLE | | | 0046 611-95728 100.000 SYS | 69.00000 6900.00| 45.00000 4500.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0047 612-04315 31.000 TON | 780.00000 24180.00| 780.00000 24180.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0048 612-60410 610.000 EACH| 5.75000 3507.50| 5.75000 3507.50| DRILLED HOLE FOR UNDERSEAL | | | 0049 615-06525 1.000 EACH| 650.00000 650.00| 300.00000 300.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0050 615-06527 1.000 EACH| 475.00000 475.00| 475.00000 475.00| MONUMENT, SECTION CORNER | | | 0051 616-02320 14100.000 SYS | 1.60000 22560.00| 1.20000 16920.00| GEOTEXTILES | | | 0052 616-06451 5750.000 TON | 20.50000 117875.00| 20.00000 115000.00| RIPRAP, UNIFORM | | | 0053 621-06557 300.000 LBS | 2.65000 795.00| 2.65000 795.00| SEED MIXTURE, T | | | 0054 621-06559 2000.000 SYS | 0.55000 1100.00| 0.55000 1100.00| MULCHED SEEDING, R | | | 0055 621-06565 4.000 TON | 420.00000 1680.00| 420.00000 1680.00| MULCHING MATERIAL | | | 0056 621-06574 5000.000 SYS | 4.00000 20000.00| 2.90000 14500.00| SODDING | | | 0057 702-90915 2.000 CYS | 875.00000 1750.00| 540.00000 1080.00| CONCRETE, A | | | 0058 714-08212 40.000 LFT | 430.00000 17200.00| 305.00000 12200.00| CULVERT EXTENSION 3 FT. X 2 FT. | | | 0059 714-08212 36.000 LFT | 470.00000 16920.00| 308.00000 11088.00| CULVERT EXTENSION 3 FT. X 3 FT. | | | 0060 714-08212 20.000 LFT | 535.00000 10700.00| 351.00000 7020.00| CULVERT EXTENSION 4 FT. X 3 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,067,894.28 ROUTE : 64 CALL ORDER : 170 CONTRACT ID : R -27025-A COUNTIES : DUBOIS LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 714-08212 16.000 LFT | 720.00000 11520.00| 393.00000 6288.00| CULVERT EXTENSION 4 FT. X 4 FT. | | | 0062 714-08212 20.000 LFT | 645.00000 12900.00| 485.00000 9700.00| CULVERT EXTENSION 5 FT. X 3 FT. | | | 0063 714-26703 85.000 LFT | 500.00000 42500.00| 425.00000 36125.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0064 714-26709 64.000 LFT | 545.00000 34880.00| 508.00000 32512.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 5 FT. | | | 0065 714-26718 66.000 LFT | 765.00000 50490.00| 700.00000 46200.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 6 FT. | | | 0066 715-02398 1.000 EACH| 2000.00000 2000.00| 1750.00000 1750.00| SAFETY METAL END SECTION, 6:1, 36 IN. | | | 0067 715-02628 65.000 EACH| 290.00000 18850.00| 325.00000 21125.00| SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0068 715-02629 6.000 EACH| 425.00000 2550.00| 495.00000 2970.00| SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0069 715-02630 1.000 EACH| 1100.00000 1100.00| 705.00000 705.00| SAFETY METAL END SECTION, 6:1, 24 IN. | | | 0070 715-05119 215.000 LFT | 35.65000 7664.75| 88.00000 18920.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0071 715-05121 115.000 LFT | 44.00000 5060.00| 78.00000 8970.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0072 715-05169 10920.000 LFT | 23.50000 256620.00| 20.00000 218400.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0073 715-05171 345.000 LFT | 31.50000 10867.50| 26.00000 8970.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0074 715-05173 200.000 LFT | 53.00000 10600.00| 33.00000 6600.00| PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0075 715-05177 200.000 LFT | 65.00000 13000.00| 45.00000 9000.00| PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0076 715-05178 75.000 LFT | 85.00000 6375.00| 57.00000 4275.00| PIPE, TYPE 3, CIRCULAR, 42 IN. | | | 0077 715-05186 200.000 LFT | 75.00000 15000.00| 65.00000 13000.00| PIPE, TYPE 3, CIRCULAR, 48 IN. | | | 0078 715-05842 1.000 EACH| 1700.00000 1700.00| 2100.00000 2100.00| CONCRETE ANCHOR, 42 IN. | | | 0079 715-06004 1.000 EACH| 1800.00000 1800.00| 2300.00000 2300.00| CONCRETE ANCHOR, 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,067,894.28 ROUTE : 64 CALL ORDER : 170 CONTRACT ID : R -27025-A COUNTIES : DUBOIS LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 715-06078 1.000 EACH| 3400.00000 3400.00| 2850.00000 2850.00| SAFETY METAL END SECTION, 6:1, 48 IN. | | | 0081 715-95325 68.000 LFT | 44.00000 2992.00| 54.00000 3672.00| INVERT, CONCRETE PAVED | | | 0082 720-44000 37.000 EACH| 250.00000 9250.00| 210.00000 7770.00| CASTING, ADJUST TO GRADE | | | 0083 720-44296 4.000 EACH| 1600.00000 6400.00| 380.00000 1520.00| CAP INLET | | | 0084 720-45045 11.000 EACH| 1600.00000 17600.00| 1850.00000 20350.00| INLET, J10 | | | 0085 720-45075 10.000 EACH| 2000.00000 20000.00| 2140.00000 21400.00| INLET, R13 | | | 0086 725-06858 80.000 LFT | 155.00000 12400.00| 134.00000 10720.00| PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0087 725-06866 75.000 LFT | 75.00000 5625.00| 88.00000 6600.00| PIPE LINER, THERMOPLASTIC, 15 IN. | | | 0088 725-06867 70.000 LFT | 90.00000 6300.00| 94.00000 6580.00| PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0089 801-04308 2.000 EACH| 195.00000 390.00| 195.00000 390.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0090 801-06203 16000.000 LFT | 0.50000 8000.00| 0.35000 5600.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0091 801-06207 8000.000 LFT | 1.05000 8400.00| 0.95000 7600.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0092 801-06625 31.000 EACH| 95.00000 2945.00| 95.00000 2945.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0093 801-06640 97.000 EACH| 135.00000 13095.00| 135.00000 13095.00| CONSTRUCTION SIGN, A | | | 0094 801-06775 LUMP| 90000.00000 90000.00| 143711.20000 143711.20| MAINTAINING TRAFFIC | | | 0095 801-07118 80.000 LFT | 15.00000 1200.00| 15.00000 1200.00| BARRICADE, III-A | | | 0096 808-06701 1840.000 LFT | 0.26000 478.40| 0.26000 478.40| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0097 808-06712 11415.000 LFT | 0.09000 1027.35| 0.09000 1027.35| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0098 808-06713 151800.000 LFT | 0.09000 13662.00| 0.09000 13662.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0099 808-06714 83500.000 LFT | 0.09000 7515.00| 0.09000 7515.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 170 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,067,894.28 ROUTE : 64 CALL ORDER : 170 CONTRACT ID : R -27025-A COUNTIES : DUBOIS LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 | |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 808-75245 7350.000 LFT | 0.26000 1911.00| 0.26000 1911.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0101 808-75297 55.000 LFT | 10.00000 550.00| 10.00000 550.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0102 808-75300 150.000 LFT | 3.00000 450.00| 3.00000 450.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0103 808-75340 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0104 808-75996 1604.000 EACH| 2.25000 3609.00| 3.15000 5052.60| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0105 808-75998 1624.000 EACH| 17.50000 28420.00| 17.50000 28420.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0107 402-07787 23650.000 TON | 28.50000 674025.00| 33.00000 780450.00| HMA WEDGE AND LEVEL, TYPE D | | | 0108 304-07783 850.000 TON | 130.00000 110500.00| 100.00000 85000.00| HMA PATCHING, TYPE D | | | 0109 304-07789 200.000 TON | 60.00000 12000.00| 35.00000 7000.00| WIDENING WITH HMA, TYPE D | | | 0110 203-02000 270.000 CYS | 10.00000 2700.00| 12.00000 3240.00| EXCAVATION, COMMON | | | 0111 211-06827 640.000 TON | 19.00000 12160.00| 23.00000 14720.00| B BORROW , 11 AGGREGATE | | | 0112 401-07329 21200.000 TON | 38.50000 816200.00| 42.00000 890400.00| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0113 401-07380 1600.000 TON | 30.00000 48000.00| 35.00000 56000.00| QC/QA-HMA, 4, 70, INTERMEDIATE, 12.5 mm | | | 0114 401-07399 23750.000 TON | 26.50000 629375.00| 34.00000 807500.00| QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0115 610-07788 8650.000 TON | 57.00000 493050.00| 52.00000 449800.00| HMA FOR APPROACHES, TYPE D | | | 0116 105-06657 45.000 MOS | 40.00000 1800.00| 100.00000 4500.00| PHONE, CELLULAR | | | SECTION TOTALS | $ 5,125,614.90| $ 5,480,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,125,614.90| $ 5,480,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,709.60 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27139-A COUNTIES : JACKSON LETTING DATE : 07/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/13/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0674510 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 434,726.50 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 780,700.00 179.5841% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2040801 | |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I| 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| 4000.00000 4000.00| 21710.00000 21710.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 11450.00000 11450.00| 39000.00000 39000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 201-01015 LUMP| 2000.00000 2000.00| 9000.00000 9000.00| CLEARING AND GRUBBING | | | 0005 303-01180 3000.000 TON | 13.50000 40500.00| 35.00000 105000.00| COMPACTED AGGREGATE, NO. 53 | | | 0006 303-04853 2200.000 TON | 10.00000 22000.00| 31.00000 68200.00| COMPACTED AGGREGATE , CRUSHER RUN | | | 0007 303-07449 1100.000 TON | 16.00000 17600.00| 31.00000 34100.00| COMPACTED AGGREGATE, NO. 73 | | | 0014 406-05521 49000.000 SYS | 0.10000 4900.00| 0.04000 1960.00| ASPHALT FOR TACK COAT | | | 0016 715-03321 16.000 EACH| 150.00000 2400.00| 325.00000 5200.00| SAFETY METAL END SECTION, 6:1, 12 IN. | | | 0017 715-05168 287.000 LFT | 35.00000 10045.00| 51.00000 14637.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0018 715-05203 2832.000 LFT | 7.00000 19824.00| 14.00000 39648.00| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0019 718-52610 122.000 CYS | 30.00000 3660.00| 48.00000 5856.00| AGGREGATE FOR UNDERDRAINS | | | 0020 718-99153 1100.000 SYS | 0.75000 825.00| 1.35000 1485.00| GEOTEXTILES FOR UNDERDRAIN | | | 0021 802-03896 76.000 EACH| 100.00000 7600.00| 75.00000 5700.00| BOLLARD , ROUND | | | 0022 802-03896 76.000 EACH| 35.00000 2660.00| 25.00000 1900.00| BOLLARD , SQUARE, REMOVE | | | 0023 802-04314 8.000 EACH| 175.00000 1400.00| 125.00000 1000.00| SIGN ASSEMBLY, HANDICAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,709.60 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27139-A COUNTIES : JACKSON LETTING DATE : 07/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2040801 | |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0025 105-07039 6.000 MOS | 1500.00000 9000.00| 1560.00000 9360.00| FIELD OFFICE, B | | | 0026 306-08043 1000.000 SYS | 6.00000 6000.00| 4.00000 4000.00| MILLING, TRANSITION | | | 0027 621-06570 50.000 CYS | 60.00000 3000.00| 120.00000 6000.00| TOP SOIL | | | 0028 211-02060 50.000 CYS | 30.00000 1500.00| 50.00000 2500.00| B BORROW FOR STRUCTURE BACKFILL | | | 0029 205-06931 150.000 TON | 20.00000 3000.00| 32.00000 4800.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0030 615-06496 10.000 EACH| 50.00000 500.00| 110.00000 1100.00| PARKING BARRIER | | | 0031 615-97768 280.000 EACH| 15.00000 4200.00| 20.00000 5600.00| PARKING BARRIER, RESET | | | 0032 202-04791 280.000 EACH| 10.00000 2800.00| 17.00000 4760.00| PARKING BARRIER, REMOVE | | | 0033 808-97664 13.000 EACH| 175.00000 2275.00| 167.00000 2171.00| PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | HANDICAP SYMBOL | | | 0034 808-06713 5000.000 LFT | 0.40000 2000.00| 0.30000 1500.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0035 805-96014 7000.000 LFT | 0.50000 3500.00| 2.00000 14000.00| SAW CUT, FULL DEPTH | | | 0036 203-02000 500.000 CYS | 30.00000 15000.00| 33.00000 16500.00| EXCAVATION, COMMON | | | 0037 402-07434 3700.000 TON | 41.00000 151700.00| 66.00000 244200.00| HMA SURFACE, TYPE C | | | 0038 402-07438 1400.000 TON | 40.00000 56000.00| 60.00000 84000.00| HMA INTERMEDIATE, TYPE B | | | 0039 402-07451 240.000 TON | 50.00000 12000.00| 62.00000 14880.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0040 621-06559 8000.000 SYS | 0.50000 4000.00| 0.30000 2400.00| MULCHED SEEDING, R | | | 0041 621-01004 1.000 EACH| 600.00000 600.00| 535.00000 535.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 203-02070 100.000 CYS | 30.00000 3000.00| 50.00000 5000.00| BORROW | | | 0043 808-75320 10.000 EACH| 75.00000 750.00| 58.00000 580.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 466,709.60 ROUTE : CALL ORDER : 180 CONTRACT ID : R -27139-A COUNTIES : JACKSON LETTING DATE : 07/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2040801 | |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 808-06714 9750.000 LFT | 0.25000 2437.50| 0.20000 1950.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0045 808-75297 120.000 LFT | 5.00000 600.00| 3.90000 468.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 434,726.50| $ 780,700.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 434,726.50| $ 780,700.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 200 CONTRACT ID : R -27295-A COUNTIES : ALLEN LETTING DATE : 07/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 05/31/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 1,427,008.30 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,429,105.13 100.1469% 3 35-1057237 R L MCCOY INC $ 1,517,856.80 106.3663% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 206 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,730.31 ROUTE : 218 CALL ORDER : 206 CONTRACT ID : R -27376-B COUNTIES : CASS LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/22/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3809007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1325036 DEICHMAN EXCAVATING CO $ 389,904.86 100.0000% ==================================================================================================================================== |(1) 35-1325036 | | |DEICHMAN EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 5338.00000 5338.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2490.00000 22410.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 18650.00000 18650.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4340.00000 4340.00| | CLEARING RIGHT OF WAY | | | 0005 202-01000 LUMP| 10851.00000 10851.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-02241 51.000 m | 14.00000 714.00| | GUARDRAIL, REMOVE | | | 0007 203-02000 130.000 m3 | 19.00000 2470.00| | EXCAVATION, COMMON | | | 0008 203-02070 1575.000 m3 | 25.10000 39532.50| | BORROW | | | 0009 205-06932 20.000 m | 33.40000 668.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06937 598.000 m | 5.00000 2990.00| | TEMPORARY SILT FENCE | | | 0011 207-07502 2967.000 m2 | 6.45000 19137.15| | SUBGRADE TREATMENT, TYPE D | | | 0012 211-07454 242.000 m3 | 23.75000 5747.50| | STRUCTURE BACKFILL | | | 0013 301-07448 696.000 Mg | 14.75000 10266.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 304-07493 47.000 Mg | 102.00000 4794.00| | WIDENING WITH HMA, TYPE B | | | 0015 306-08033 240.000 m2 | 11.70000 2808.00| | MILLING, ASPHALT, 25 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 206 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,730.31 ROUTE : 218 CALL ORDER : 206 CONTRACT ID : R -27376-B COUNTIES : CASS LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 | | |DEICHMAN EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 306-08043 176.000 m2 | 14.30000 2516.80| | MILLING, TRANSITION | | | 0017 402-07432 240.000 Mg | 72.40000 17376.00| | HMA SURFACE, TYPE A | | | 0018 402-07433 221.000 Mg | 72.40000 16000.40| | HMA SURFACE, TYPE B | | | 0019 402-07438 357.000 Mg | 67.90000 24240.30| | HMA INTERMEDIATE, TYPE B | | | 0020 402-07441 646.000 Mg | 66.74000 43114.04| | HMA BASE, TYPE B | | | 0021 404-05511 1332.000 m2 | 3.39000 4515.48| | SEAL COAT, 2 | | | 0022 404-05514 2135.000 m2 | 4.52000 9650.20| | SEAL COAT, 5 | | | 0023 405-05517 2.000 Mg | 848.41000 1696.82| | ASPHALT FOR PRIME COAT | | | 0024 406-05520 1.000 Mg | 1696.81000 1696.81| | ASPHALT FOR TACK COAT | | | 0025 601-02800 1.000 EACH| 905.00000 905.00| | GUARDRAIL TRANSITION, TGT | | | 0026 601-06854 2.000 EACH| 2483.00000 4966.00| | GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 3.000 EACH| 2398.20000 7194.60| | GUARDRAIL END TREATMENT, OS | | | 0028 601-97774 1.000 EACH| 1244.50000 1244.50| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 713.000 m | 43.00000 30659.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 615-06490 3.000 EACH| 152.75000 458.25| | RIGHT OF WAY MARKER | | | 0031 615-06505 2.000 EACH| 673.10000 1346.20| | MONUMENT, B | | | 0032 615-06530 1.000 EACH| 684.38000 684.38| | POST, BENCHMARK | | | 0033 616-02320 632.000 m2 | 3.50000 2212.00| | GEOTEXTILES | | | 0034 616-06405 529.000 Mg | 25.00000 13225.00| | RIPRAP, REVETMENT | | | 0035 621-01004 1.000 EACH| 226.50000 226.50| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 206 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,730.31 ROUTE : 218 CALL ORDER : 206 CONTRACT ID : R -27376-B COUNTIES : CASS LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 | | |DEICHMAN EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06559 2376.000 m2 | 0.85000 2019.60| | MULCHED SEEDING, R | | | 0037 622-52436 1.000 EACH| 28.50000 28.50| | SIGN, DO NOT MOW OR SPRAY | | | 0038 622-91786 50.000 EACH| 12.75000 637.50| | SEEDLING | | | 0039 702-90915 4.000 m3 | 2940.00000 11760.00| | CONCRETE, A | | | 0040 702-94656 5.000 m3 | 1828.00000 9140.00| | CONCRETE, B | | | 0041 703-51030 587.000 kg | 2.75000 1614.25| | REINFORCING STEEL | | | 0042 715-05128 24.000 m | 650.00000 15600.00| | PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0043 715-46000 1.000 EACH| 250.00000 250.00| | PIPE END SECTION, 300 mm | | | 0044 715-90588 10.000 m | 82.00000 820.00| | PIPE, RELAID, 300 mm | | | 0045 721-43045 1.000 EACH| 4316.00000 4316.00| | AUTOMATIC DRAINAGE GATE, 1200 mm | | | 0046 801-04308 2.000 EACH| 148.00000 296.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06625 39.000 EACH| 80.00000 3120.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 11.000 EACH| 102.00000 1122.00| | CONSTRUCTION SIGN, A | | | 0049 801-06645 6.000 EACH| 22.65000 135.90| | CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP| 1220.00000 1220.00| | MAINTAINING TRAFFIC | | | 0051 801-07118 29.000 m | 28.28000 820.12| | BARRICADE, III-A | | | 0052 801-07119 14.000 m | 38.50000 539.00| | BARRICADE, III-B | | | 0053 808-06703 716.000 m | 2.26000 1618.16| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0054 808-75240 90.000 m | 2.26000 203.40| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 389,904.86| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 389,904.86| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 212 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 212 CONTRACT ID : R -27444-B COUNTIES : WABASH LETTING DATE : 07/20/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/04/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 3,339,855.25 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 662,651.64 ROUTE : 6 CALL ORDER : 220 CONTRACT ID : R -27509-A COUNTIES : MARSHALL LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2126025 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 449,624.25 100.0000% 2 35-1139301 E & B PAVING, INC. $ 470,105.77 104.5552% 3 35-1120685 WALSH & KELLY INC $ 540,909.65 120.3025% 4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 551,214.60 122.5944% 5 35-0997978 PHEND & BROWN, INC. $ 553,404.20 123.0814% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 20030.00000 20030.00| 20000.00000 20000.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1700.00000 13600.00| 800.00000 6400.00| 1500.00000 12000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 22480.00000 22480.00| 23500.00000 23500.00| 27000.00000 27000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8990.00000 8990.00| 9400.00000 9400.00| 6500.00000 6500.00 CLEARING RIGHT OF WAY | | | 0005 202-74035 10.000 EACH| 28.00000 280.00| 20.00000 200.00| 28.00000 280.00 SIGN, REMOVE | | | 0006 203-02000 6707.000 m3 | 13.00000 87191.00| 9.19000 61637.33| 20.00000 134140.00 EXCAVATION, COMMON | | | 0007 205-06932 40.000 m | 30.49000 1219.60| 30.49000 1219.60| 30.49000 1219.60 TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06937 1245.000 m | 4.10000 5104.50| 4.10000 5104.50| 4.10000 5104.50 TEMPORARY SILT FENCE | | | 0009 207-07500 4910.000 m2 | 4.00000 19640.00| 12.25000 60147.50| 14.00000 68740.00 SUBGRADE TREATMENT, TYPE C | | | 0010 211-07454 176.000 m3 | 17.50000 3080.00| 12.53000 2205.28| 13.00000 2288.00 STRUCTURE BACKFILL | | | 0011 301-07448 2239.000 Mg | 19.00000 42541.00| 15.28000 34211.92| 17.00000 38063.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 303-04075 65.000 Mg | 40.00000 2600.00| 30.85000 2005.25| 35.00000 2275.00 COMPACTED AGGREGATE, O, 73 | | | 0013 306-08043 60.000 m2 | 23.00000 1380.00| 12.16000 729.60| 20.00000 1200.00 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 662,651.64 ROUTE : 6 CALL ORDER : 220 CONTRACT ID : R -27509-A COUNTIES : MARSHALL LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 401-06264 LUMP| 2000.00000 2000.00| 1.00000 1.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0015 401-07333 390.000 Mg | 51.00000 19890.00| 54.81000 21375.90| 60.00000 23400.00 QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0016 401-07335 55.000 Mg | 72.00000 3960.00| 70.94000 3901.70| 80.00000 4400.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0017 401-07402 1290.000 Mg | 37.00000 47730.00| 37.15000 47923.50| 41.30000 53277.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0018 401-07404 95.000 Mg | 47.00000 4465.00| 48.70000 4626.50| 62.00000 5890.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0019 401-07409 420.000 Mg | 37.00000 15540.00| 42.06000 17665.20| 40.00000 16800.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0020 405-05517 1.000 Mg | 1.00000 1.00| 1.00000 1.00| 250.00000 250.00 ASPHALT FOR PRIME COAT | | | 0021 406-05520 2.000 Mg | 1.00000 2.00| 189.00000 378.00| 300.00000 600.00 ASPHALT FOR TACK COAT | | | 0022 601-06854 2.000 EACH| 2250.00000 4500.00| 2100.00000 4200.00| 2100.00000 4200.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 4.000 EACH| 2700.00000 10800.00| 2516.14000 10064.56| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 217.000 m | 44.25000 9602.25| 39.00000 8463.00| 39.00000 8463.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 610-07486 95.000 Mg | 75.00000 7125.00| 97.05000 9219.75| 60.00000 5700.00 HMA FOR APPROACHES, TYPE A | | | 0026 611-06497 3.000 EACH| 180.00000 540.00| 160.00000 480.00| 160.00000 480.00 MAILBOX ASSEMBLY, SINGLE | | | 0027 615-06490 31.000 EACH| 113.00000 3503.00| 130.00000 4030.00| 130.00000 4030.00 RIGHT OF WAY MARKER | | | 0028 615-06515 2.000 EACH| 125.00000 250.00| 200.00000 400.00| 200.00000 400.00 MONUMENT, D | | | 0029 615-06530 1.000 EACH| 560.00000 560.00| 600.00000 600.00| 600.00000 600.00 POST, BENCHMARK | | | 0030 616-02320 82.000 m2 | 6.00000 492.00| 4.49000 368.18| 6.00000 492.00 GEOTEXTILES | | | 0031 616-06405 67.000 Mg | 50.00000 3350.00| 48.71000 3263.57| 30.00000 2010.00 RIPRAP, REVETMENT | | | 0032 621-01004 3.000 EACH| 375.00000 1125.00| 375.00000 1125.00| 375.00000 1125.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 1.000 Mg | 568.00000 568.00| 568.00000 568.00| 568.00000 568.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 662,651.64 ROUTE : 6 CALL ORDER : 220 CONTRACT ID : R -27509-A COUNTIES : MARSHALL LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06553 300.000 kg | 5.97000 1791.00| 5.97000 1791.00| 5.97000 1791.00 SEED MIXTURE, R | | | 0035 621-06565 7.000 Mg | 433.00000 3031.00| 433.00000 3031.00| 433.00000 3031.00 MULCHING MATERIAL | | | 0036 621-06570 590.000 m3 | 31.00000 18290.00| 15.00000 8850.00| 12.00000 7080.00 TOP SOIL | | | 0037 621-06574 374.000 m2 | 6.45000 2412.30| 6.45000 2412.30| 6.45000 2412.30 SODDING | | | 0040 715-05121 15.000 m | 85.00000 1275.00| 131.21000 1968.15| 110.00000 1650.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0041 715-05123 95.000 m | 55.00000 5225.00| 142.17000 13506.15| 110.00000 10450.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0042 801-06207 2080.000 m | 2.80000 5824.00| 3.53000 7342.40| 2.65000 5512.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0043 801-06625 12.000 EACH| 65.00000 780.00| 65.00000 780.00| 65.00000 780.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 6.000 EACH| 200.00000 1200.00| 79.00000 474.00| 79.00000 474.00 CONSTRUCTION SIGN, A | | | 0045 801-06645 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0046 801-06710 120.000 DAY | 12.00000 1440.00| 12.00000 1440.00| 12.00000 1440.00 FLASHING ARROW SIGN | | | 0047 801-06775 LUMP| 19087.00000 19087.00| 37900.00000 37900.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0048 801-07119 64.000 m | 18.00000 1152.00| 35.00000 2240.00| 35.00000 2240.00 BARRICADE, III-B | | | 0049 801-09133 2.000 EACH| 3200.00000 6400.00| 3300.00000 6600.00| 3300.00000 6600.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0050 802-05701 45.000 m | 37.45000 1685.25| 44.50000 2002.50| 44.50000 2002.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0051 802-76025 5.000 m2 | 241.00000 1205.00| 121.00000 605.00| 121.00000 605.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0052 802-76035 3.000 m2 | 186.25000 558.75| 127.00000 381.00| 127.00000 381.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0053 808-03631 2305.000 m | 1.40000 3227.00| 1.25000 2881.25| 1.25000 2881.25 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0054 808-03632 2085.000 m | 1.40000 2919.00| 1.25000 2606.25| 1.25000 2606.25 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 662,651.64 ROUTE : 6 CALL ORDER : 220 CONTRACT ID : R -27509-A COUNTIES : MARSHALL LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1120685 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 808-06716 2080.000 m | 0.82000 1705.60| 1.64000 3411.20| 1.64000 3411.20 LINE, REMOVE | | | 0056 808-74805 17.000 m | 30.50000 518.50| 19.90000 338.30| 19.90000 338.30 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0057 808-75996 115.000 EACH| 4.50000 517.50| 6.60000 759.00| 4.00000 460.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 115.000 EACH| 33.40000 3841.00| 16.25000 1868.75| 16.25000 1868.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 715-46020 2.000 EACH| 350.00000 700.00| 362.92000 725.84| 450.00000 900.00 PIPE END SECTION, 600 mm | | | 0060 715-46010 2.000 EACH| 300.00000 600.00| 337.92000 675.84| 300.00000 600.00 PIPE END SECTION, 450 mm | | | SECTION TOTALS | $ 449,624.25| $ 470,105.77| $ 540,909.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 449,624.25| $ 470,105.77| $ 540,909.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 220 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 662,651.64 ROUTE : 6 CALL ORDER : 220 CONTRACT ID : R -27509-A COUNTIES : MARSHALL LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-0997978 | |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 9315.00000 9315.00| 22500.00000 22500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1640.00000 13120.00| 600.00000 4800.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 27500.00000 27500.00| 66000.00000 66000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 11000.00000 11000.00| CLEARING RIGHT OF WAY | | | 0005 202-74035 10.000 EACH| 1.00000 10.00| 28.00000 280.00| SIGN, REMOVE | | | 0006 203-02000 6707.000 m3 | 17.43000 116903.01| 14.50000 97251.50| EXCAVATION, COMMON | | | 0007 205-06932 40.000 m | 30.49000 1219.60| 31.00000 1240.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06937 1245.000 m | 4.10000 5104.50| 4.10000 5104.50| TEMPORARY SILT FENCE | | | 0009 207-07500 4910.000 m2 | 14.98000 73551.80| 16.50000 81015.00| SUBGRADE TREATMENT, TYPE C | | | 0010 211-07454 176.000 m3 | 12.57000 2212.32| 15.50000 2728.00| STRUCTURE BACKFILL | | | 0011 301-07448 2239.000 Mg | 16.25000 36383.75| 19.50000 43660.50| COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 303-04075 65.000 Mg | 25.64000 1666.60| 35.00000 2275.00| COMPACTED AGGREGATE, O, 73 | | | 0013 306-08043 60.000 m2 | 13.00000 780.00| 20.00000 1200.00| MILLING, TRANSITION | | | 0014 401-06264 LUMP| 1820.00000 1820.00| 1.00000 1.00| PROFILOGRAPH, HMA | | | 0015 401-07333 390.000 Mg | 61.88000 24133.20| 55.00000 21450.00| QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0016 401-07335 55.000 Mg | 76.37000 4200.35| 65.00000 3575.00| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0017 401-07402 1290.000 Mg | 57.68000 74407.20| 41.00000 52890.00| QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0018 401-07404 95.000 Mg | 57.93000 5503.35| 50.00000 4750.00| QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0019 401-07409 420.000 Mg | 49.67000 20861.40| 44.00000 18480.00| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0020 405-05517 1.000 Mg | 0.01000 0.01| 1.00000 1.00| ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 220 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 662,651.64 ROUTE : 6 CALL ORDER : 220 CONTRACT ID : R -27509-A COUNTIES : MARSHALL LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-0997978 | |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05520 2.000 Mg | 385.88000 771.76| 200.00000 400.00| ASPHALT FOR TACK COAT | | | 0022 601-06854 2.000 EACH| 2100.00000 4200.00| 2250.00000 4500.00| GUARDRAIL, W-BEAM, NESTED | | | 0023 601-94689 4.000 EACH| 2200.00000 8800.00| 2150.00000 8600.00| GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 217.000 m | 39.00000 8463.00| 44.25000 9602.25| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 610-07486 95.000 Mg | 83.76000 7957.20| 70.00000 6650.00| HMA FOR APPROACHES, TYPE A | | | 0026 611-06497 3.000 EACH| 160.00000 480.00| 180.00000 540.00| MAILBOX ASSEMBLY, SINGLE | | | 0027 615-06490 31.000 EACH| 130.00000 4030.00| 113.00000 3503.00| RIGHT OF WAY MARKER | | | 0028 615-06515 2.000 EACH| 200.00000 400.00| 125.00000 250.00| MONUMENT, D | | | 0029 615-06530 1.000 EACH| 600.00000 600.00| 560.00000 560.00| POST, BENCHMARK | | | 0030 616-02320 82.000 m2 | 7.62000 624.84| 3.00000 246.00| GEOTEXTILES | | | 0031 616-06405 67.000 Mg | 38.74000 2595.58| 35.00000 2345.00| RIPRAP, REVETMENT | | | 0032 621-01004 3.000 EACH| 375.00000 1125.00| 375.00000 1125.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 1.000 Mg | 568.00000 568.00| 568.00000 568.00| FERTILIZER | | | 0034 621-06553 300.000 kg | 5.97000 1791.00| 6.00000 1800.00| SEED MIXTURE, R | | | 0035 621-06565 7.000 Mg | 433.00000 3031.00| 433.00000 3031.00| MULCHING MATERIAL | | | 0036 621-06570 590.000 m3 | 0.01000 5.90| 10.00000 5900.00| TOP SOIL | | | 0037 621-06574 374.000 m2 | 6.45000 2412.30| 6.45000 2412.30| SODDING | | | 0040 715-05121 15.000 m | 91.83000 1377.45| 100.00000 1500.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0041 715-05123 95.000 m | 93.41000 8873.95| 110.00000 10450.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0042 801-06207 2080.000 m | 2.80000 5824.00| 2.80000 5824.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 220 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 662,651.64 ROUTE : 6 CALL ORDER : 220 CONTRACT ID : R -27509-A COUNTIES : MARSHALL LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-0997978 | |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 801-06625 12.000 EACH| 65.00000 780.00| 65.00000 780.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 6.000 EACH| 200.00000 1200.00| 200.00000 1200.00| CONSTRUCTION SIGN, A | | | 0045 801-06645 2.000 EACH| 50.00000 100.00| 50.00000 100.00| CONSTRUCTION SIGN, B | | | 0046 801-06710 120.000 DAY | 0.01000 1.20| 12.00000 1440.00| FLASHING ARROW SIGN | | | 0047 801-06775 LUMP| 35104.81000 35104.81| 17400.00000 17400.00| MAINTAINING TRAFFIC | | | 0048 801-07119 64.000 m | 18.00000 1152.00| 18.00000 1152.00| BARRICADE, III-B | | | 0049 801-09133 2.000 EACH| 3200.00000 6400.00| 3200.00000 6400.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0050 802-05701 45.000 m | 60.00000 2700.00| 37.45000 1685.25| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0051 802-76025 5.000 m2 | 175.50000 877.50| 241.00000 1205.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0052 802-76035 3.000 m2 | 185.50000 556.50| 186.25000 558.75| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0053 808-03631 2305.000 m | 1.40000 3227.00| 1.25000 2881.25| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0054 808-03632 2085.000 m | 1.40000 2919.00| 1.25000 2606.25| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0055 808-06716 2080.000 m | 0.82000 1705.60| 0.82000 1705.60| LINE, REMOVE | | | 0056 808-74805 17.000 m | 30.50000 518.50| 19.90000 338.30| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0057 808-75996 115.000 EACH| 4.50000 517.50| 5.00000 575.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 115.000 EACH| 33.40000 3841.00| 16.25000 1868.75| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 715-46020 2.000 EACH| 636.22000 1272.44| 475.00000 950.00| PIPE END SECTION, 600 mm | | | 0060 715-46010 2.000 EACH| 359.24000 718.48| 275.00000 550.00| PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 220 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 662,651.64 ROUTE : 6 CALL ORDER : 220 CONTRACT ID : R -27509-A COUNTIES : MARSHALL LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-0997978 | |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 551,214.60| $ 553,404.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 551,214.60| $ 553,404.20| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 638,298.20 ROUTE : CALL ORDER : 230 CONTRACT ID : R -27587-A COUNTIES : PORTER LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/12/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9946066 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 589,873.19 100.0000% 2 35-1120685 WALSH & KELLY INC $ 665,167.95 112.7645% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 736,931.13 124.9304% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION 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| 20000.00000 20000.00| 12000.00000 12000.00| 9435.00000 9435.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2000.00000 12000.00| 3000.00000 18000.00| 2941.00000 17646.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 29000.00000 29000.00| 35600.00000 35600.00| 75510.00000 75510.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3690.00000 3690.00| 12000.00000 12000.00| 14700.00000 14700.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 1835.000 CYS | 16.50000 30277.50| 15.50000 28442.50| 20.00000 36700.00 EXCAVATION, COMMON | | | 0006 203-02070 9229.000 CYS | 12.50000 115362.50| 10.50000 96904.50| 17.00000 156893.00 BORROW | | | 0007 205-04931 3.000 EACH| 850.00000 2550.00| 800.00000 2400.00| 332.00000 996.00 SEDIMENT TRAP | | | 0008 205-06932 430.000 LFT | 8.40000 3612.00| 7.90000 3397.00| 9.30000 3999.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06933 3.000 EACH| 150.00000 450.00| 100.00000 300.00| 117.65000 352.95 TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06937 150.000 LFT | 7.80000 1170.00| 7.06000 1059.00| 8.30000 1245.00 TEMPORARY SILT FENCE | | | 0011 207-07498 2584.000 SYS | 11.75000 30362.00| 15.95000 41214.80| 5.00000 12920.00 SUBGRADE TREATMENT, TYPE A | | | 0012 211-07454 234.000 CYS | 1.00000 234.00| 5.65000 1322.10| 16.45000 3849.30 STRUCTURE BACKFILL | | | 0013 301-07448 1959.000 TON | 14.60000 28601.40| 12.00000 23508.00| 19.00000 37221.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 401-07332 380.000 TON | 47.00000 17860.00| 50.00000 19000.00| 46.00000 17480.00 QC/QA-HMA, 1, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 638,298.20 ROUTE : CALL ORDER : 230 CONTRACT ID : R -27587-A COUNTIES : PORTER LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-07335 427.000 TON | 47.00000 20069.00| 50.00000 21350.00| 50.00000 21350.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0016 401-07404 712.000 TON | 36.40000 25916.80| 40.00000 28480.00| 43.00000 30616.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm| | | 0017 401-07406 1139.000 TON | 30.30000 34511.70| 40.00000 45560.00| 35.00000 39865.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0018 401-07409 1993.000 TON | 29.75000 59291.75| 40.00000 79720.00| 35.00000 69755.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0019 401-07429 1083.000 TON | 30.00000 32490.00| 40.00000 43320.00| 40.00000 43320.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0020 406-05520 5.000 TON | 540.00000 2700.00| 300.00000 1500.00| 161.75000 808.75 ASPHALT FOR TACK COAT | | | 0021 605-06210 561.000 LFT | 40.50000 22720.50| 85.00000 47685.00| 32.00000 17952.00 CENTER CURB, C, CONCRETE | | | 0022 621-01004 1.000 EACH| 975.00000 975.00| 975.00000 975.00| 1147.06000 1147.06 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06545 1.000 TON | 805.00000 805.00| 683.00000 683.00| 803.53000 803.53 FERTILIZER | | | 0024 621-06548 36.000 LBS | 25.00000 900.00| 25.00000 900.00| 29.40000 1058.40 SEED MIXTURE, CV | | | 0025 621-06554 533.000 LBS | 4.55000 2425.15| 4.13000 2201.29| 4.85000 2585.05 SEED MIXTURE, U | | | 0026 621-06565 7.000 TON | 580.00000 4060.00| 521.00000 3647.00| 612.94000 4290.58 MULCHING MATERIAL | | | 0027 621-06574 1978.000 SYS | 4.45000 8802.10| 4.02000 7951.56| 4.73000 9355.94 SODDING | | | 0028 715-05048 2585.000 LFT | 4.00000 10340.00| 7.00000 18095.00| 4.51000 11658.35 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0029 715-05053 207.000 LFT | 18.20000 3767.40| 7.00000 1449.00| 15.45000 3198.15 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0030 715-05151 672.000 LFT | 22.80000 15321.60| 26.70000 17942.40| 26.50000 17808.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0031 715-46005 4.000 EACH| 150.00000 600.00| 575.00000 2300.00| 330.70000 1322.80 PIPE END SECTION, 15 IN. | | | 0032 718-06531 7.000 EACH| 600.00000 4200.00| 200.00000 1400.00| 823.53000 5764.71 OUTLET PROTECTOR, 3 | | | 0033 718-52610 233.000 CYS | 27.50000 6407.50| 30.00000 6990.00| 33.05000 7700.65 AGGREGATE FOR UNDERDRAINS | | | 0034 720-45030 2.000 EACH| 975.00000 1950.00| 1470.00000 2940.00| 944.07000 1888.14 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 638,298.20 ROUTE : CALL ORDER : 230 CONTRACT ID : R -27587-A COUNTIES : PORTER LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 720-45035 1.000 EACH| 1000.00000 1000.00| 1470.00000 1470.00| 944.06000 944.06 INLET, F7 | | | 0036 720-45141 2.000 EACH| 3100.00000 6200.00| 2820.00000 5640.00| 3599.83000 7199.66 INLET, H5, MODIFIED | | | 0037 720-45410 1.000 EACH| 1325.00000 1325.00| 1745.00000 1745.00| 2046.96000 2046.96 MANHOLE, C4 | | | 0038 801-06207 4205.000 LFT | 0.95000 3994.75| 0.85000 3574.25| 1.00000 4205.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06640 21.000 EACH| 110.75000 2325.75| 82.00000 1722.00| 96.45000 2025.45 CONSTRUCTION SIGN, A | | | 0040 801-06645 2.000 EACH| 66.75000 133.50| 36.00000 72.00| 42.35000 84.70 CONSTRUCTION SIGN, B | | | 0041 801-06710 180.000 DAY | 13.00000 2340.00| 10.00000 1800.00| 11.75000 2115.00 FLASHING ARROW SIGN | | | 0042 801-06775 LUMP| 4750.00000 4750.00| 5000.00000 5000.00| 20900.00000 20900.00 MAINTAINING TRAFFIC | | | 0043 801-07119 60.000 LFT | 12.00000 720.00| 14.40000 864.00| 16.95000 1017.00 BARRICADE, III-B | | | 0044 802-05701 91.000 LFT | 10.40000 946.40| 10.40000 946.40| 12.25000 1114.75 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0045 802-05702 145.000 LFT | 10.40000 1508.00| 10.40000 1508.00| 12.25000 1776.25 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0046 802-76025 58.000 SFT | 13.20000 765.60| 13.20000 765.60| 15.55000 901.90 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0047 802-76035 21.000 SFT | 13.40000 281.40| 13.40000 281.40| 15.75000 330.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0048 802-76045 40.000 SFT | 14.10000 564.00| 14.10000 564.00| 16.60000 664.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0049 805-06592 30.000 LFT | 12.20000 366.00| 12.20000 366.00| 14.35000 430.50 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0050 805-78205 2.000 EACH| 546.00000 1092.00| 546.00000 1092.00| 642.36000 1284.72 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0051 805-78470 400.000 LFT | 0.48000 192.00| 0.48000 192.00| 0.56000 224.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 230 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 638,298.20 ROUTE : CALL ORDER : 230 CONTRACT ID : R -27587-A COUNTIES : PORTER LETTING DATE : 07/20/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 805-78485 45.000 LFT | 1.10000 49.50| 1.10000 49.50| 1.30000 58.50 SIGNAL CABLE, 5C 14GA. | | | 0053 805-78490 80.000 LFT | 1.20000 96.00| 1.20000 96.00| 1.40000 112.00 SIGNAL CABLE, 7C 14GA. | | | 0054 805-78510 50.000 LFT | 0.95000 47.50| 0.95000 47.50| 1.10000 55.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0055 805-78785 1.000 EACH| 490.00000 490.00| 490.00000 490.00| 576.47000 576.47 SIGNAL DETECTOR HOUSING | | | 0056 805-78790 1.000 EACH| 1120.00000 1120.00| 360.00000 360.00| 423.55000 423.55 LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNEL| | | 0057 805-78795 145.000 LFT | 8.40000 1218.00| 8.40000 1218.00| 9.90000 1435.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0058 808-03631 2975.000 LFT | 0.43000 1279.25| 0.59000 1755.25| 0.51000 1517.25 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0059 808-03632 2120.000 LFT | 0.43000 911.60| 0.59000 1250.80| 0.51000 1081.20 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0060 808-05534 514.000 LFT | 0.86000 442.04| 0.65000 334.10| 1.00000 514.00 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0061 808-06680 180.000 LFT | 7.00000 1260.00| 2.95000 531.00| 8.25000 1485.00 TRANSVERSE MARKINGS, EPOXY , SOLID, | | | WHITE, CROSSHATCH LINE, 12 IN. | | | 0062 808-06848 38.000 LFT | 8.00000 304.00| 4.10000 155.80| 9.40000 357.20 LINE, EPOXY, DOTTED, WHITE, 4 IN, 24 IN | | | LINE, 48 IN GAP | | | 0063 808-06849 42.000 LFT | 8.00000 336.00| 4.10000 172.20| 9.40000 394.80 LINE, EPOXY, DOTTED, YELLOW, 4 IN, 24 | | | IN LINE, 48 IN GAP | | | 0064 808-74805 28.000 LFT | 14.00000 392.00| 31.00000 868.00| 16.45000 460.60 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 589,873.19| $ 665,167.95| $ 736,931.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 589,873.19| $ 665,167.95| $ 736,931.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 238 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,339.44 ROUTE : SR 44 CALL ORDER : 238 CONTRACT ID : R -27630-B COUNTIES : FAYETTE LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/05/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 068800H SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 58,160.00 100.0000% ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION | | | 0001 110-01001 LUMP| 2900.00000 2900.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-01347 1.000 EACH| 2500.00000 2500.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE | | | 0003 202-03000 LUMP| 32768.90000 32768.90| | HOUSES AND BUILDINGS, REMOVE | | | 0004 621-06559 500.000 SYS | 0.70000 350.00| | MULCHED SEEDING, R | | | 0005 202-01347 1.000 EACH| 2500.00000 2500.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE , LESS THAN 3K GAL CAPACITY | | | 0006 202-05544 55.000 GAL | 1.02000 56.10| | REGULATED MATERIALS, DISPOSE, C , SLUDGE| | | 0007 202-05545 245.000 CYS | 31.75000 7778.75| | REGULATED MATERIALS, DISPOSE, C | | | 0008 202-05549 55.000 GAL | 6.50000 357.50| | REGULATED MATERIALS, REMOVE, C , SLUDGE | | | 0009 202-05550 245.000 CYS | 21.50000 5267.50| | REGULATED MATERIALS, REMOVE, C | | | 0010 202-05554 55.000 GAL | 1.10000 60.50| | REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE | | | 0011 202-05555 245.000 CYS | 4.70000 1151.50| | REGULATED MATERIALS, TRANSPORT, C | | | 0012 202-08192 55.000 GAL | 5.55000 305.25| | UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, C | | | 0013 210-05877 20.000 EACH| 100.00000 2000.00| | TESTING FOR WASTE, TPH, 48 HR RESULTS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 238 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,339.44 ROUTE : SR 44 CALL ORDER : 238 CONTRACT ID : R -27630-B COUNTIES : FAYETTE LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 210-05877 2.000 EACH| 82.00000 164.00| | TESTING FOR WASTE WATER, BTEX-MTBE | | | SECTION TOTALS | $ 58,160.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 58,160.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 231 CALL ORDER : 240 CONTRACT ID : R -27631-A COUNTIES : SPENCER LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 03/25/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1134435 FOERTSCH CONSTRUCTION $ 144,254.66 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,111.00 ROUTE : 46 CALL ORDER : 250 CONTRACT ID : R -27656-A COUNTIES : MONROE LETTING DATE : 07/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 062500V SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 30-8027898 BRYAN'S HAULING & EXCAVATING $ 5,945.00 100.0000% 2 35-1874009 HAUER EXCAVATING $ 7,860.00 132.2119% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 7,975.00 134.1463% 4 35-1875662 CRIDER & CRIDER, INC. $ 11,149.56 187.5451% 5 35-1418333 ROGERS GROUP, INC. $ 20,764.00 349.2682% 6 35-1310611 DUNCAN ROBERTSON INC $ 26,750.00 449.9579% ==================================================================================================================================== |(1) 30-8027898 |(2) 35-1874009 |(3) 35-1357381 |BRYAN'S HAULING & EXCAVATING|HAUER EXCAVATING |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP| 500.00000 500.00| 850.00000 850.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 5245.00000 5245.00| 6600.00000 6600.00| 6575.00000 6575.00 HOUSES AND BUILDINGS, REMOVE | | | 0003 621-06559 100.000 SYS | 1.00000 100.00| 0.60000 60.00| 6.00000 600.00 MULCHED SEEDING, R | | | 0004 621-01004 1.000 EACH| 100.00000 100.00| 350.00000 350.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 5,945.00| $ 7,860.00| $ 7,975.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,945.00| $ 7,860.00| $ 7,975.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,111.00 ROUTE : 46 CALL ORDER : 250 CONTRACT ID : R -27656-A COUNTIES : MONROE LETTING DATE : 07/20/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 |(5) 35-1418333 |(6) 35-1310611 |CRIDER & CRIDER, INC. |ROGERS GROUP, INC. |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP| 650.00000 650.00| 2850.00000 2850.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 10099.56000 10099.56| 14999.00000 14999.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE | | | 0003 621-06559 100.000 SYS | 3.00000 300.00| 25.00000 2500.00| 5.00000 500.00 MULCHED SEEDING, R | | | 0004 621-01004 1.000 EACH| 100.00000 100.00| 415.00000 415.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 11,149.56| $ 20,764.00| $ 26,750.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,149.56| $ 20,764.00| $ 26,750.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 31,900.00 ROUTE : US 231 CALL ORDER : 260 CONTRACT ID : R -27657-A COUNTIES : SPENCER LETTING DATE : 07/20/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 01/21/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 07330OF SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 30-8027898 BRYAN'S HAULING & EXCAVATING REJECTED $ 12,250.00 100.0000% 2 35-1134435 FOERTSCH CONSTRUCTION $ 26,262.00 214.3836% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,998.00 ROUTE : 42 CALL ORDER : 270 CONTRACT ID : R -27658-A COUNTIES : MORGAN LETTING DATE : 07/20/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 445500L SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 30-8027898 BRYAN'S HAULING & EXCAVATING $ 10,550.00 100.0000% 2 35-1874009 HAUER EXCAVATING $ 12,890.00 122.1800% 3 35-1310611 DUNCAN ROBERTSON INC $ 22,250.00 210.9004% ==================================================================================================================================== |(1) 30-8027898 |(2) 35-1874009 |(3) 35-1310611 |BRYAN'S HAULING & EXCAVATING|HAUER EXCAVATING |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP| 500.00000 500.00| 500.00000 500.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 9400.00000 9400.00| 11590.00000 11590.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE total | | | taking | | | 0003 621-06559 500.000 SYS | 1.00000 500.00| 0.80000 400.00| 2.00000 1000.00 MULCHED SEEDING, R | | | 0004 621-01004 1.000 EACH| 150.00000 150.00| 400.00000 400.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 10,550.00| $ 12,890.00| $ 22,250.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,550.00| $ 12,890.00| $ 22,250.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/04 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 29,235.00 ROUTE : I-465 CALL ORDER : 280 CONTRACT ID : R -27676-A COUNTIES : MARION LETTING DATE : 07/20/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 01/14/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 46540KE SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 15,650.00 100.0000% 2 35-1874009 HAUER EXCAVATING $ 15,860.00 101.3418% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1874009 | |YARDBERRY LANDSCAPE |HAUER EXCAVATING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP| 750.00000 750.00| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 14000.00000 14000.00| 14500.00000 14500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18 | | | 0003 621-06560 400.000 SYS | 1.00000 400.00| 0.90000 360.00| MULCHED SEEDING, U | | | 0004 621-01004 1.000 EACH| 500.00000 500.00| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 15,650.00| $ 15,860.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,650.00| $ 15,860.00| ====================================================================================================================================