INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 110 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,597,096.70 ROUTE : CALL ORDER : 110 CONTRACT ID : R -24316-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/02/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949032 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,587,798.28 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 1,631,253.87 102.7368% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,665,930.00 104.9207% 4 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 1,924,562.10 121.2094% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 2,070,660.17 130.4107% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1817574 |(3) 35-1151771 |RIETH RILEY CONSTRUCTION |YARDBERRY LANDSCAPE |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT-BICYCLE/PEDESTRIAN TRAIL | | | 0001 105-06845 LUMP| 41000.00000 41000.00| 43000.00000 43000.00| 39951.65000 39951.65 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2000.00000 20000.00| 1800.00000 18000.00| 1633.90000 16339.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 78200.00000 78200.00| 80000.00000 80000.00| 81400.00000 81400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 92000.00000 92000.00| 50000.00000 50000.00| 42401.09000 42401.09 CLEARING RIGHT OF WAY | | | 0005 202-60820 280.000 m2 | 12.50000 3500.00| 11.00000 3080.00| 10.65000 2982.00 SURFACE MILLING, ASPHALT | | | 0006 203-02000 2404.000 m3 | 22.00000 52888.00| 14.00000 33656.00| 19.50000 46878.00 EXCAVATION, COMMON | | | 0007 203-02070 6833.000 m3 | 14.20000 97028.60| 15.00000 102495.00| 24.10000 164675.30 BORROW | | | 0008 205-02224 780.000 m | 6.20000 4836.00| 6.50000 5070.00| 5.10000 3978.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02234 3.000 EACH| 68.50000 205.50| 105.00000 315.00| 66.40000 199.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 205-02237 3.000 EACH| 77.00000 231.00| 150.00000 450.00| 76.65000 229.95 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0011 206-51220 234.000 m3 | 450.00000 105300.00| 50.00000 11700.00| 306.55000 71732.70 EXCAVATION, WET | | | 0012 210-06189 4.000 EACH| 14000.00000 56000.00| 17325.00000 69300.00| 25544.50000 102178.00 OVERLOOK , STEEL, PRE-FABRICATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 110 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,597,096.70 ROUTE : CALL ORDER : 110 CONTRACT ID : R -24316-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1817574 |(3) 35-1151771 |RIETH RILEY CONSTRUCTION |YARDBERRY LANDSCAPE |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-02060 347.000 m3 | 17.95000 6228.65| 35.00000 12145.00| 20.30000 7044.10 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 3992.000 Mg | 21.25000 84830.00| 22.00000 87824.00| 18.90000 75448.80 COMPACTED AGGREGATE, O, 53 | | | 0015 305-05204 8.500 Mg | 195.00000 1657.50| 80.00000 680.00| 88.10000 748.85 HMA FOR PATCHING | | | 0016 402-05468 89.740 Mg | 52.00000 4666.48| 50.00000 4487.00| 45.35000 4069.71 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 1387.206 Mg | 45.00000 62424.27| 50.00000 69360.30| 39.25000 54447.84 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 717.900 Mg | 63.00000 45227.70| 61.00000 43791.90| 45.25000 32484.98 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05495 320.960 Mg | 40.00000 12838.40| 50.00000 16048.00| 43.55000 13977.81 HMA WEDGE AND LEVEL | | | 0020 406-05520 3.000 Mg | 220.00000 660.00| 500.00000 1500.00| 210.15000 630.45 ASPHALT FOR TACK COAT | | | 0021 601-03871 8.000 EACH| 985.00000 7880.00| 1100.00000 8800.00| 1006.45000 8051.60 RAILING, WOOD, END TREATMENT | | | 0022 603-01947 2.000 EACH| 2850.00000 5700.00| 3167.00000 6334.00| 2912.05000 5824.10 GATE BARRICADE | | | 0023 604-90256 36.000 m2 | 51.70000 1861.20| 54.00000 1944.00| 66.35000 2388.60 SIDEWALK, CONCRETE, 150 mm | | | 0024 604-91531 36.200 m2 | 46.00000 1665.20| 48.00000 1737.60| 66.35000 2401.87 SIDEWALK, CONCRETE, 100 mm | | | 0025 605-06120 178.000 m | 48.95000 8713.10| 70.00000 12460.00| 57.10000 10163.80 CURB, CONCRETE | | | 0026 605-06155 252.400 m | 48.10000 12140.44| 105.00000 26502.00| 47.55000 12001.62 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0027 610-05527 403.000 Mg | 45.80000 18457.40| 60.00000 24180.00| 76.80000 30950.40 HMA FOR APPROACHES | | | 0028 611-03671 4.000 EACH| 1000.00000 4000.00| 1500.00000 6000.00| 350.10000 1400.40 TRASH RECEPTACLE | | | 0029 611-05330 281.000 m2 | 56.70000 15932.70| 54.00000 15174.00| 67.45000 18953.45 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 616-02320 192.000 m2 | 3.30000 633.60| 4.50000 864.00| 2.80000 537.60 GEOTEXTILES | | | 0031 616-06405 145.000 Mg | 23.55000 3414.75| 50.00000 7250.00| 44.05000 6387.25 RIPRAP, REVETMENT | | | 0032 621-01004 2.000 EACH| 660.00000 1320.00| 700.00000 1400.00| 674.35000 1348.70 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 110 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,597,096.70 ROUTE : CALL ORDER : 110 CONTRACT ID : R -24316-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1817574 |(3) 35-1151771 |RIETH RILEY CONSTRUCTION |YARDBERRY LANDSCAPE |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-02770 2700.000 m2 | 1.75000 4725.00| 1.85000 4995.00| 1.80000 4860.00 EROSION CONTROL BLANKET | | | 0034 621-03423 0.323 ha | 14056.00000 4540.09| 7680.00000 2480.64| 14362.15000 4638.97 NATIVE GRASSES | | | 0035 621-04258 284.000 kg | 7.55000 2144.20| 6.00000 1704.00| 7.70000 2186.80 SEED MIXTURE , A | | | 0036 621-04258 135.000 kg | 27.40000 3699.00| 7.00000 945.00| 28.00000 3780.00 SEED MIXTURE , B | | | 0037 621-04316 435.000 m | 2.45000 1065.75| 4.00000 1740.00| 2.50000 1087.50 SPADE EDGE | | | 0038 621-06545 0.636 Mg | 604.25000 384.30| 500.00000 318.00| 623.30000 396.42 FERTILIZER | | | 0039 621-06565 6.250 Mg | 465.00000 2906.25| 425.00000 2656.25| 475.15000 2969.69 MULCHING MATERIAL | | | 0040 621-06570 100.000 m3 | 16.00000 1600.00| 32.00000 3200.00| 42.25000 4225.00 TOP SOIL | | | 0041 621-06574 262.000 m2 | 3.60000 943.20| 9.00000 2358.00| 6.95000 1820.90 SODDING | | | 0042 621-98038 51.740 m3 | 55.00000 2845.70| 65.00000 3363.10| 56.20000 2907.79 MULCH, HARDWOOD SHREDDED BARK | | | 0043 622-05627 13.000 EACH| 590.00000 7670.00| 500.00000 6500.00| 602.85000 7837.05 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 2400 mm | | | 0044 622-05640 98.000 EACH| 60.00000 5880.00| 45.00000 4410.00| 61.30000 6007.40 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0045 622-05644 14.000 EACH| 165.00000 2310.00| 375.00000 5250.00| 168.60000 2360.40 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1200 TO 1800 mm | | | 0046 622-05645 13.000 EACH| 285.00000 3705.00| 450.00000 5850.00| 291.20000 3785.60 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1800 TO 2400 mm | | | 0047 622-05649 7.000 EACH| 265.00000 1855.00| 420.00000 2940.00| 270.75000 1895.25 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0048 622-05650 11.000 EACH| 335.00000 3685.00| 495.00000 5445.00| 342.30000 3765.30 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0049 622-05652 13.000 EACH| 595.00000 7735.00| 620.00000 8060.00| 607.95000 7903.35 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 88 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 110 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,597,096.70 ROUTE : CALL ORDER : 110 CONTRACT ID : R -24316-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1817574 |(3) 35-1151771 |RIETH RILEY CONSTRUCTION |YARDBERRY LANDSCAPE |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 622-05653 378.000 EACH| 2.90000 1096.20| 2.00000 756.00| 2.95000 1115.10 PLANT, GROUND COVER | | | 0051 622-05654 573.000 EACH| 8.90000 5099.70| 20.00000 11460.00| 9.10000 5214.30 PLANT, PERENNIAL | | | 0052 701-98647 144.000 m | 140.00000 20160.00| 170.00000 24480.00| 265.65000 38253.60 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0053 702-51005 74.600 m3 | 750.00000 55950.00| 1045.00000 77957.00| 817.45000 60981.77 CONCRETE, A, SUBSTRUCTURE | | | 0054 702-51015 29.400 m3 | 350.00000 10290.00| 495.00000 14553.00| 485.35000 14269.29 CONCRETE, B, FOOTINGS | | | 0055 702-51046 45.800 m3 | 210.00000 9618.00| 400.00000 18320.00| 393.40000 18017.72 CONCRETE, FOUNDATION SEAL | | | 0056 703-51030 5608.000 kg | 1.10000 6168.80| 2.75000 15422.00| 1.80000 10094.40 REINFORCING STEEL | | | 0057 704-04850 226.000 m2 | 112.15000 25345.90| 143.00000 32318.00| 173.70000 39256.20 CONCRETE , BRIDGE DECK, REINFORCED | | | 0058 705-03854 23.200 m2 | 12.30000 285.36| 77.50000 1798.00| 229.90000 5333.68 GRATING, ALUMINUM | | | 0059 706-03872 25.500 m | 22.40000 571.20| 350.00000 8925.00| 229.90000 5862.45 RAILING, ALUMINUM , OVERLOOK | | | 0060 706-03872 63.600 m | 194.00000 12338.40| 215.00000 13674.00| 198.20000 12605.52 RAILING, ALUMINUM , TYPE I | | | 0061 706-03872 79.400 m | 328.00000 26043.20| 364.00000 28901.60| 335.15000 26610.91 RAILING, ALUMINUM , TYPE II | | | 0062 706-04683 448.600 m | 61.00000 27364.60| 75.00000 33645.00| 62.35000 27970.21 RAILING , WOOD, TYPE I | | | 0063 706-04683 297.000 m | 62.40000 18532.80| 69.35000 20596.95| 63.75000 18933.75 RAILING , WOOD, TYPE II | | | 0064 706-04683 149.000 m | 44.55000 6637.95| 49.50000 7375.50| 45.50000 6779.50 RAILING , WOOD, TYPE III | | | 0065 709-51821 LUMP| 2240.00000 2240.00| 2425.00000 2425.00| 2043.55000 2043.55 SURFACE SEAL | | | 0066 711-04845 LUMP| 110000.00000 110000.00| 213400.00000 213400.00| 189029.45000 189029.45 BRIDGE, STEEL TRUSS, PRE-ENGINEERED , | | | PRE-FABRICATED | | | 0067 712-03812 12.000 EACH| 1600.00000 19200.00| 1200.00000 14400.00| 583.55000 7002.60 BENCH | | | 0068 714-04802 667.800 m2 | 320.00000 213696.00| 230.00000 153594.00| 208.85000 139470.03 CONCRETE MODULAR BLOCK WALL | | | 0069 715-05151 313.600 m | 81.65000 25605.44| 58.00000 18188.80| 58.75000 18424.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 110 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,597,096.70 ROUTE : CALL ORDER : 110 CONTRACT ID : R -24316-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1817574 |(3) 35-1151771 |RIETH RILEY CONSTRUCTION |YARDBERRY LANDSCAPE |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 715-05235 8.000 m | 82.00000 656.00| 100.00000 800.00| 217.95000 1743.60 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0071 715-05407 24.000 m | 21.30000 511.20| 50.00000 1200.00| 35.75000 858.00 PIPE, END BENT DRAIN, 150 mm | | | 0072 715-05767 9.000 m | 74.90000 674.10| 110.00000 990.00| 138.65000 1247.85 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 450 mm | | | 0073 715-46005 3.000 EACH| 250.00000 750.00| 325.00000 975.00| 305.40000 916.20 PIPE END SECTION, 375 mm | | | 0074 715-46010 2.000 EACH| 285.00000 570.00| 375.00000 750.00| 328.25000 656.50 PIPE END SECTION, 450 mm | | | 0075 720-44000 1.000 EACH| 420.00000 420.00| 100.00000 100.00| 316.15000 316.15 CASTING, ADJUST TO GRADE | | | 0076 720-45045 4.000 EACH| 1645.00000 6580.00| 1550.00000 6200.00| 935.30000 3741.20 INLET, J10 | | | 0077 720-45410 5.000 EACH| 2000.00000 10000.00| 1550.00000 7750.00| 1348.40000 6742.00 MANHOLE, C4 | | | 0078 724-03855 12.000 m | 347.85000 4174.20| 400.00000 4800.00| 357.65000 4291.80 EXPANSION JOINT, SLIDING PLATE | | | 0079 728-98377 LUMP| 3197.90000 3197.90| 3420.00000 3420.00| 3065.35000 3065.35 MASONRY COATING | | | 0080 801-06049 313.000 m | 1.25000 391.25| 1.26000 394.38| 1.15000 359.95 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0081 801-06606 2.000 EACH| 95.00000 190.00| 99.00000 198.00| 91.95000 183.90 BARRICADE, IIIB | | | 0082 801-06640 19.000 EACH| 85.00000 1615.00| 88.00000 1672.00| 81.75000 1553.25 CONSTRUCTION SIGN, A | | | 0083 801-06644 300.000 m | 3.25000 975.00| 3.42000 1026.00| 3.20000 960.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0084 801-06645 8.000 EACH| 31.00000 248.00| 33.00000 264.00| 30.65000 245.20 CONSTRUCTION SIGN, B | | | 0085 801-06710 7.000 DAY | 16.00000 112.00| 50.00000 350.00| 15.30000 107.10 FLASHING ARROW SIGN | | | 0086 801-06775 LUMP| 19900.00000 19900.00| 15000.00000 15000.00| 36449.95000 36449.95 MAINTAINING TRAFFIC | | | 0087 802-02489 4.800 m | 40.00000 192.00| 44.45000 213.36| 40.85000 196.08 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 110 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,597,096.70 ROUTE : CALL ORDER : 110 CONTRACT ID : R -24316-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1817574 |(3) 35-1151771 |RIETH RILEY CONSTRUCTION |YARDBERRY LANDSCAPE |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 802-04314 7.000 EACH| 350.00000 2450.00| 385.00000 2695.00| 357.65000 2503.55 SIGN , IDENTITY | | | 0089 802-04314 4.000 EACH| 585.00000 2340.00| 643.50000 2574.00| 597.75000 2391.00 SIGN , INFORMATION | | | 0090 802-04314 7.000 EACH| 425.00000 2975.00| 467.50000 3272.50| 434.25000 3039.75 SIGN , MILE MARKER | | | 0091 802-04314 18.000 EACH| 300.00000 5400.00| 330.00000 5940.00| 306.55000 5517.90 SIGN , TRAIL TRAFFIC | | | 0092 802-76025 0.270 m2 | 480.00000 129.60| 533.00000 143.91| 490.45000 132.42 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0093 805-02262 LUMP| 4872.00000 4872.00| 5472.00000 5472.00| 4978.10000 4978.10 FLASHER INSTALLATION | | | 0094 808-04767 933.000 m | 1.10000 1026.30| 1.20000 1119.60| 1.10000 1026.30 LINE , PAINT, BROKEN, BLUE, 100 mm | | | 0095 808-04767 406.000 m | 1.10000 446.60| 1.20000 487.20| 1.10000 446.60 LINE , PAINT, SOLID BLUE, 100 mm | | | 0096 808-06713 524.000 m | 0.65000 340.60| 0.72000 377.28| 0.65000 340.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0097 808-97222 2.000 EACH| 120.00000 240.00| 132.00000 264.00| 122.60000 245.20 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0098 900-04999 137.000 EACH| 62.00000 8494.00| 69.00000 9453.00| 63.35000 8678.95 POST , WOOD | | | 0099 715-97607 2.000 EACH| 275.00000 550.00| 450.00000 900.00| 35.75000 71.50 PIPE END SECTION, MIN. AREA .42 m2 | | | 0100 201-07216 0.500 ha | 4000.00000 2000.00| 25000.00000 12500.00| 2043.55000 1021.78 CLEARING, SELECTIVE | | | SECTION TOTALS | $ 1,587,798.28| $ 1,631,253.87| $ 1,665,930.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,587,798.28| $ 1,631,253.87| $ 1,665,930.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 110 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,597,096.70 ROUTE : CALL ORDER : 110 CONTRACT ID : R -24316-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-0999231 | |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT-BICYCLE/PEDESTRIAN TRAIL | | | 0001 105-06845 LUMP| 42582.66000 42582.66| 43392.85000 43392.85| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1747.89000 17478.90| 928.93000 9289.30| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 96000.00000 96000.00| 130530.00000 130530.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 56054.46000 56054.46| 124236.00000 124236.00| CLEARING RIGHT OF WAY | | | 0005 202-60820 280.000 m2 | 6.45000 1806.00| 12.77000 3575.60| SURFACE MILLING, ASPHALT | | | 0006 203-02000 2404.000 m3 | 6.43000 15457.72| 43.44000 104429.76| EXCAVATION, COMMON | | | 0007 203-02070 6833.000 m3 | 26.58000 181621.14| 28.13000 192212.29| BORROW | | | 0008 205-02224 780.000 m | 6.75000 5265.00| 5.55000 4329.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02234 3.000 EACH| 49.01000 147.03| 72.14000 216.42| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 205-02237 3.000 EACH| 32.67000 98.01| 83.23000 249.69| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0011 206-51220 234.000 m3 | 290.99000 68091.66| 332.94000 77907.96| EXCAVATION, WET | | | 0012 210-06189 4.000 EACH| 27226.76000 108907.04| 27744.79000 110979.16| OVERLOOK , STEEL, PRE-FABRICATED | | | 0013 211-02060 347.000 m3 | 30.48000 10576.56| 36.90000 12804.30| B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 3992.000 Mg | 18.59000 74211.28| 15.95000 63672.40| COMPACTED AGGREGATE, O, 53 | | | 0015 305-05204 8.500 Mg | 136.13000 1157.11| 104.32000 886.72| HMA FOR PATCHING | | | 0016 402-05468 89.740 Mg | 86.04000 7721.23| 53.94000 4840.58| HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 1387.206 Mg | 49.01000 67986.97| 46.67000 64740.90| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 717.900 Mg | 58.81000 42219.70| 53.82000 38637.38| HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 110 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,597,096.70 ROUTE : CALL ORDER : 110 CONTRACT ID : R -24316-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-0999231 | |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05495 320.960 Mg | 49.01000 15730.25| 51.77000 16616.10| HMA WEDGE AND LEVEL | | | 0020 406-05520 3.000 Mg | 827.69000 2483.07| 199.76000 599.28| ASPHALT FOR TACK COAT | | | 0021 601-03871 8.000 EACH| 1072.73000 8581.84| 1093.14000 8745.12| RAILING, WOOD, END TREATMENT | | | 0022 603-01947 2.000 EACH| 3103.85000 6207.70| 3162.91000 6325.82| GATE BARRICADE | | | 0023 604-90256 36.000 m2 | 66.68000 2400.48| 46.45000 1672.20| SIDEWALK, CONCRETE, 150 mm | | | 0024 604-91531 36.200 m2 | 54.48000 1972.18| 75.27000 2724.77| SIDEWALK, CONCRETE, 100 mm | | | 0025 605-06120 178.000 m | 52.66000 9373.48| 45.99000 8186.22| CURB, CONCRETE | | | 0026 605-06155 252.400 m | 44.46000 11221.70| 34.50000 8707.80| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0027 610-05527 403.000 Mg | 54.45000 21943.35| 91.28000 36785.84| HMA FOR APPROACHES | | | 0028 611-03671 4.000 EACH| 749.28000 2997.12| 1082.80000 4331.20| TRASH RECEPTACLE | | | 0029 611-05330 281.000 m2 | 48.63000 13665.03| 56.76000 15949.56| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 616-02320 192.000 m2 | 3.14000 602.88| 2.35000 451.20| GEOTEXTILES | | | 0031 616-06405 145.000 Mg | 51.48000 7464.60| 33.01000 4786.45| RIPRAP, REVETMENT | | | 0032 621-01004 2.000 EACH| 762.35000 1524.70| 732.46000 1464.92| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-02770 2700.000 m2 | 2.29000 6183.00| 1.94000 5238.00| EROSION CONTROL BLANKET | | | 0034 621-03423 0.323 ha | 36592.77000 11819.46| 15599.23000 5038.55| NATIVE GRASSES | | | 0035 621-04258 284.000 kg | 27.83000 7903.72| 8.38000 2379.92| SEED MIXTURE , A | | | 0036 621-04258 135.000 kg | 52.98000 7152.30| 30.41000 4105.35| SEED MIXTURE , B | | | 0037 621-04316 435.000 m | 6.92000 3010.20| 2.72000 1183.20| SPADE EDGE | | | 0038 621-06545 0.636 Mg | 838.58000 533.34| 676.97000 430.55| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 110 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,597,096.70 ROUTE : CALL ORDER : 110 CONTRACT ID : R -24316-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-0999231 | |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06565 6.250 Mg | 658.89000 4118.06| 516.05000 3225.31| MULCHING MATERIAL | | | 0040 621-06570 100.000 m3 | 35.72000 3572.00| 58.58000 5858.00| TOP SOIL | | | 0041 621-06574 262.000 m2 | 7.84000 2054.08| 4.00000 1048.00| SODDING | | | 0042 621-98038 51.740 m3 | 87.13000 4508.11| 61.04000 3158.21| MULCH, HARDWOOD SHREDDED BARK | | | 0043 622-05627 13.000 EACH| 1170.75000 15219.75| 654.78000 8512.14| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 2400 mm | | | 0044 622-05640 98.000 EACH| 70.79000 6937.42| 66.59000 6525.82| PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0045 622-05644 14.000 EACH| 234.15000 3278.10| 183.12000 2563.68| PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1200 TO 1800 mm | | | 0046 622-05645 13.000 EACH| 571.76000 7432.88| 316.29000 4111.77| PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1800 TO 2400 mm | | | 0047 622-05649 7.000 EACH| 288.60000 2020.20| 294.09000 2058.63| PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0048 622-05650 11.000 EACH| 571.76000 6289.36| 371.78000 4089.58| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0049 622-05652 13.000 EACH| 1197.98000 15573.74| 660.33000 8584.29| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 88 mm | | | 0050 622-05653 378.000 EACH| 3.27000 1236.06| 3.22000 1217.16| PLANT, GROUND COVER | | | 0051 622-05654 573.000 EACH| 19.17000 10984.41| 9.88000 5661.24| PLANT, PERENNIAL | | | 0052 701-98647 144.000 m | 181.51000 26137.44| 183.12000 26369.28| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0053 702-51005 74.600 m3 | 927.17000 69166.88| 1220.77000 91069.44| CONCRETE, A, SUBSTRUCTURE | | | 0054 702-51015 29.400 m3 | 578.30000 17002.02| 776.85000 22839.39| CONCRETE, B, FOOTINGS | | | 0055 702-51046 45.800 m3 | 237.79000 10890.78| 277.45000 12707.21| CONCRETE, FOUNDATION SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 110 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,597,096.70 ROUTE : CALL ORDER : 110 CONTRACT ID : R -24316-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-0999231 | |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 703-51030 5608.000 kg | 1.79000 10038.32| 1.55000 8692.40| REINFORCING STEEL | | | 0057 704-04850 226.000 m2 | 144.57000 32672.82| 94.33000 21318.58| CONCRETE , BRIDGE DECK, REINFORCED | | | 0058 705-03854 23.200 m2 | 258.18000 5989.78| 277.45000 6436.84| GRATING, ALUMINUM | | | 0059 706-03872 25.500 m | 384.38000 9801.69| 443.92000 11319.96| RAILING, ALUMINUM , OVERLOOK | | | 0060 706-03872 63.600 m | 211.28000 13437.41| 215.30000 13693.08| RAILING, ALUMINUM , TYPE I | | | 0061 706-03872 79.400 m | 357.22000 28363.27| 364.01000 28902.39| RAILING, ALUMINUM , TYPE II | | | 0062 706-04683 448.600 m | 75.75000 33981.45| 67.70000 30370.22| RAILING , WOOD, TYPE I | | | 0063 706-04683 297.000 m | 81.54000 24217.38| 69.25000 20567.25| RAILING , WOOD, TYPE II | | | 0064 706-04683 149.000 m | 62.89000 9370.61| 49.44000 7366.56| RAILING , WOOD, TYPE III | | | 0065 709-51821 LUMP| 2112.80000 2112.80| 2153.00000 2153.00| SURFACE SEAL | | | 0066 711-04845 LUMP| 157787.40000 157787.40| 169986.79000 169986.79| BRIDGE, STEEL TRUSS, PRE-ENGINEERED , | | | PRE-FABRICATED | | | 0067 712-03812 12.000 EACH| 1090.16000 13081.92| 1253.77000 15045.24| BENCH | | | 0068 714-04802 667.800 m2 | 449.90000 300443.22| 413.11000 275874.86| CONCRETE MODULAR BLOCK WALL | | | 0069 715-05151 313.600 m | 85.94000 26950.78| 62.81000 19697.22| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0070 715-05235 8.000 m | 369.42000 2955.36| 292.12000 2336.96| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0071 715-05407 24.000 m | 11.03000 264.72| 16.09000 386.16| PIPE, END BENT DRAIN, 150 mm | | | 0072 715-05767 9.000 m | 87.69000 789.21| 130.10000 1170.90| PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 450 mm | | | 0073 715-46005 3.000 EACH| 186.88000 560.64| 359.03000 1077.09| PIPE END SECTION, 375 mm | | | 0074 715-46010 2.000 EACH| 516.76000 1033.52| 410.32000 820.64| PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 110 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,597,096.70 ROUTE : CALL ORDER : 110 CONTRACT ID : R -24316-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-0999231 | |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 720-44000 1.000 EACH| 184.60000 184.60| 284.95000 284.95| CASTING, ADJUST TO GRADE | | | 0076 720-45045 4.000 EACH| 1357.53000 5430.12| 1137.51000 4550.04| INLET, J10 | | | 0077 720-45410 5.000 EACH| 1871.37000 9356.85| 1282.56000 6412.80| MANHOLE, C4 | | | 0078 724-03855 12.000 m | 235.97000 2831.64| 554.90000 6658.80| EXPANSION JOINT, SLIDING PLATE | | | 0079 728-98377 LUMP| 3433.19000 3433.19| 3162.91000 3162.91| MASONRY COATING | | | 0080 801-06049 313.000 m | 1.25000 391.25| 1.28000 400.64| TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0081 801-06606 2.000 EACH| 98.02000 196.04| 99.88000 199.76| BARRICADE, IIIB | | | 0082 801-06640 19.000 EACH| 87.13000 1655.47| 88.78000 1686.82| CONSTRUCTION SIGN, A | | | 0083 801-06644 300.000 m | 3.39000 1017.00| 3.45000 1035.00| TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0084 801-06645 8.000 EACH| 32.67000 261.36| 33.29000 266.32| CONSTRUCTION SIGN, B | | | 0085 801-06710 7.000 DAY | 16.34000 114.38| 17.24000 120.68| FLASHING ARROW SIGN | | | 0086 801-06775 LUMP| 9071.96000 9071.96| 38488.25000 38488.25| MAINTAINING TRAFFIC | | | 0087 802-02489 4.800 m | 43.56000 209.09| 44.39000 213.07| SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0088 802-04314 7.000 EACH| 457.41000 3201.87| 443.92000 3107.44| SIGN , IDENTITY | | | 0089 802-04314 4.000 EACH| 713.34000 2853.36| 898.93000 3595.72| SIGN , INFORMATION | | | 0090 802-04314 7.000 EACH| 539.09000 3773.63| 527.15000 3690.05| SIGN , MILE MARKER | | | 0091 802-04314 18.000 EACH| 402.96000 7253.28| 388.43000 6991.74| SIGN , TRAIL TRAFFIC | | | 0092 802-76025 0.270 m2 | 524.37000 141.58| 532.70000 143.83| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0093 805-02262 LUMP| 5305.95000 5305.95| 5519.08000 5519.08| FLASHER INSTALLATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 110 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,597,096.70 ROUTE : CALL ORDER : 110 CONTRACT ID : R -24316-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 |(5) 35-0999231 | |TSCHUOR, GALE COMPANY, INC. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 808-04767 933.000 m | 1.20000 1119.60| 1.22000 1138.26| LINE , PAINT, BROKEN, BLUE, 100 mm | | | 0095 808-04767 406.000 m | 1.20000 487.20| 1.22000 495.32| LINE , PAINT, SOLID BLUE, 100 mm | | | 0096 808-06713 524.000 m | 0.71000 372.04| 0.72000 377.28| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0097 808-97222 2.000 EACH| 130.69000 261.38| 133.17000 266.34| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0098 900-04999 137.000 EACH| 88.11000 12071.07| 68.81000 9426.97| POST , WOOD | | | 0099 715-97607 2.000 EACH| 452.62000 905.24| 370.43000 740.86| PIPE END SECTION, MIN. AREA .42 m2 | | | 0100 201-07216 0.500 ha | 64472.98700 32236.49| 4439.17000 2219.59| CLEARING, SELECTIVE | | | SECTION TOTALS | $ 1,924,562.10| $ 2,070,660.17| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,924,562.10| $ 2,070,660.17| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 114 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,046,891.91 ROUTE : 44 & 7521 CALL ORDER : 114 CONTRACT ID : R -24743-B COUNTIES : FAYETTE LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0688007 7521001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,084,282.00 100.0000% 2 35-1912582 EDSAM CONSTRUCTION, INC. $ 2,151,200.88 103.2106% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 | |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-01925 12.000 MOS | 1400.00000 16800.00| 1464.00000 17568.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 45000.00000 45000.00| 57340.00000 57340.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 104000.00000 104000.00| 116000.00000 116000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 36000.00000 36000.00| 54900.00000 54900.00| CLEARING RIGHT OF WAY | | | 0005 202-60820 202.000 m2 | 16.00000 3232.00| 12.20000 2464.40| SURFACE MILLING, ASPHALT | | | 0006 203-02000 8111.000 m3 | 18.00000 145998.00| 12.20000 98954.20| EXCAVATION, COMMON | | | 0007 203-02070 1250.000 m3 | 1.00000 1250.00| 14.64000 18300.00| BORROW | | | 0008 205-02224 731.000 m | 5.60000 4093.60| 6.10000 4459.10| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 16.000 m | 26.00000 416.00| 30.50000 488.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02231 16.000 m | 34.00000 544.00| 36.60000 585.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-02237 10.000 EACH| 32.00000 320.00| 36.60000 366.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0013 205-06938 23.000 m | 15.00000 345.00| 122.00000 2806.00| TEMPORARY SLOPE DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 114 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,046,891.91 ROUTE : 44 & 7521 CALL ORDER : 114 CONTRACT ID : R -24743-B COUNTIES : FAYETTE LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 | |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 2391.100 m3 | 20.00000 47822.00| 31.70000 75797.87| B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 1243.000 m3 | 90.00000 111870.00| 91.50000 113734.50| FLOWABLE MORTAR | | | 0016 303-04075 4.700 Mg | 35.00000 164.50| 122.00000 573.40| COMPACTED AGGREGATE, O, 73 | | | 0017 303-52308 1044.000 Mg | 21.95000 22915.80| 26.84000 28020.96| COMPACTED AGGREGATE, O, 53 | | | 0018 305-05204 103.000 Mg | 102.00000 10506.00| 124.44000 12817.32| HMA FOR PATCHING | | | 0019 401-05437 5638.000 Mg | 41.25000 232567.50| 45.65000 257374.70| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0020 401-05455 2833.000 Mg | 41.05000 116294.65| 45.21000 128079.93| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0021 401-05456 1225.000 Mg | 50.65000 62046.25| 55.77000 68318.25| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05474 360.000 Mg | 38.25000 13770.00| 46.73000 16822.80| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05475 1551.000 Mg | 39.00000 60489.00| 47.58000 73796.58| HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0024 402-05477 65.000 Mg | 52.35000 3402.75| 64.05000 4163.25| HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 74.000 Mg | 44.75000 3311.50| 56.12000 4152.88| HMA BASE 25.0 mm, SHOULDER | | | 0026 404-05511 405.000 m2 | 4.05000 1640.25| 5.49000 2223.45| SEAL COAT, 2 | | | 0027 405-05518 2790.000 m2 | 0.80000 2232.00| 1.00000 2790.00| ASPHALT FOR PRIME COAT | | | 0028 406-05520 14.720 Mg | 225.00000 3312.00| 274.50000 4040.64| ASPHALT FOR TACK COAT | | | 0029 603-06040 413.000 m | 17.70000 7310.10| 24.40000 10077.20| FENCE, FARM FIELD, 1190 mm | | | 0030 604-06069 133.000 m2 | 175.00000 23275.00| 54.90000 7301.70| CURB RAMP, CONCRETE | | | 0031 604-91531 963.000 m2 | 60.00000 57780.00| 36.60000 35245.80| SIDEWALK, CONCRETE, 100 mm | | | 0032 605-06140 2554.000 m | 50.00000 127700.00| 50.00000 127700.00| CURB AND GUTTER, CONCRETE | | | 0033 610-05527 770.000 Mg | 76.00000 58520.00| 92.72000 71394.40| HMA FOR APPROACHES | | | 0034 611-05330 837.000 m2 | 80.00000 66960.00| 58.50000 48964.50| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 114 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,046,891.91 ROUTE : 44 & 7521 CALL ORDER : 114 CONTRACT ID : R -24743-B COUNTIES : FAYETTE LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 | |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 611-06497 15.000 EACH| 104.00000 1560.00| 201.30000 3019.50| MAILBOX ASSEMBLY, SINGLE | | | 0036 611-06498 6.000 EACH| 135.00000 810.00| 262.30000 1573.80| MAILBOX ASSEMBLY, DOUBLE | | | 0037 615-06490 26.000 EACH| 110.00000 2860.00| 127.00000 3302.00| RIGHT OF WAY MARKER | | | 0038 615-06505 16.000 EACH| 415.00000 6640.00| 525.00000 8400.00| MONUMENT, B | | | 0039 615-06527 2.000 EACH| 210.00000 420.00| 400.00000 800.00| MONUMENT, SECTION CORNER | | | 0040 616-02320 1245.000 m2 | 1.50000 1867.50| 2.70000 3361.50| GEOTEXTILES | | | 0041 616-06405 1202.200 Mg | 27.00000 32459.40| 22.00000 26448.40| RIPRAP, REVETMENT | | | 0042 621-01004 2.000 EACH| 600.00000 1200.00| 700.00000 1400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06560 17000.000 m2 | 0.51000 8670.00| 0.60000 10200.00| MULCHED SEEDING, U | | | 0044 621-06567 237.000 kL | 0.55000 130.35| 0.75000 177.75| WATER | | | 0045 621-06575 14665.000 m2 | 3.50000 51327.50| 3.65000 53527.25| SODDING, NURSERY | | | 0046 714-44240 5.000 m3 | 1100.00000 5500.00| 610.00000 3050.00| CONCRETE, A, STRUCTURES | | | 0047 715-02397 1.000 EACH| 1250.00000 1250.00| 1464.00000 1464.00| SAFETY METAL END SECTION, 4:1, 900 mm | | | 0048 715-05019 29.000 m | 250.00000 7250.00| 219.60000 6368.40| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0049 715-05024 31.300 m | 285.00000 8920.50| 231.80000 7255.34| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0050 715-05048 2798.000 m | 8.00000 22384.00| 6.10000 17067.80| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05053 40.000 m | 35.00000 1400.00| 36.60000 1464.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0052 715-05149 310.800 m | 170.00000 52836.00| 79.30000 24646.44| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0053 715-05151 1120.900 m | 130.00000 145717.00| 91.50000 102562.35| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0054 715-05152 267.000 m | 140.00000 37380.00| 110.00000 29370.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 114 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,046,891.91 ROUTE : 44 & 7521 CALL ORDER : 114 CONTRACT ID : R -24743-B COUNTIES : FAYETTE LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 | |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-05154 10.500 m | 245.00000 2572.50| 195.00000 2047.50| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0056 715-05161 33.000 m | 315.00000 10395.00| 268.40000 8857.20| PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0057 715-05171 19.000 m | 160.00000 3040.00| 110.00000 2090.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0058 715-05260 44.500 m | 660.00000 29370.00| 793.00000 35288.50| PIPE, TYPE 1, DEFORMED, MIN. AREA 2.55 | | | m2 | | | 0059 715-46010 6.000 EACH| 305.00000 1830.00| 427.00000 2562.00| PIPE END SECTION, 450 mm | | | 0060 715-46020 1.000 EACH| 350.00000 350.00| 488.00000 488.00| PIPE END SECTION, 600 mm | | | 0061 715-46040 4.000 EACH| 605.00000 2420.00| 854.00000 3416.00| PIPE END SECTION, 900 mm | | | 0062 718-06532 1000.000 m | 1.55000 1550.00| 3.65000 3650.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0063 718-52610 597.000 m3 | 35.00000 20895.00| 39.00000 23283.00| AGGREGATE FOR UNDERDRAINS | | | 0064 718-99153 6274.000 m2 | 1.50000 9411.00| 1.47000 9222.78| GEOTEXTILES FOR UNDERDRAIN | | | 0065 720-45030 8.000 EACH| 1450.00000 11600.00| 1464.00000 11712.00| INLET, E7 | | | 0066 720-45035 2.000 EACH| 1300.00000 2600.00| 1525.00000 3050.00| INLET, F7 | | | 0067 720-45045 40.000 EACH| 1200.00000 48000.00| 1647.00000 65880.00| INLET, J10 | | | 0068 720-45055 12.000 EACH| 1900.00000 22800.00| 1708.00000 20496.00| INLET, M10 | | | 0069 720-45410 32.000 EACH| 2100.00000 67200.00| 1830.00000 58560.00| MANHOLE, C4 | | | 0070 720-90984 1.000 EACH| 2360.00000 2360.00| 2074.00000 2074.00| MANHOLE, C2 | | | 0071 720-92025 1.000 EACH| 3400.00000 3400.00| 3050.00000 3050.00| MANHOLE, D2 | | | 0072 720-94612 1.000 EACH| 4550.00000 4550.00| 3660.00000 3660.00| MANHOLE, K4 | | | 0073 720-98174 4.000 EACH| 2150.00000 8600.00| 2074.00000 8296.00| INLET, B15 | | | 0074 801-04308 25.000 EACH| 11.00000 275.00| 415.00000 10375.00| ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 114 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,046,891.91 ROUTE : 44 & 7521 CALL ORDER : 114 CONTRACT ID : R -24743-B COUNTIES : FAYETTE LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 | |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 801-06203 5600.000 m | 0.40000 2240.00| 0.49000 2744.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0076 801-06207 645.000 m | 4.20000 2709.00| 4.27000 2754.15| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0077 801-06211 2.000 EACH| 105.00000 210.00| 85.00000 170.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0078 801-06218 13.200 m | 42.00000 554.40| 24.40000 322.08| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0079 801-06605 6.000 EACH| 87.00000 522.00| 146.40000 878.40| BARRICADE, IIIA | | | 0080 801-06606 21.000 EACH| 87.00000 1827.00| 158.60000 3330.60| BARRICADE, IIIB | | | 0081 801-06625 23.000 EACH| 82.00000 1886.00| 115.90000 2665.70| DETOUR ROUTE MARKER ASSEMBLY | | | 0082 801-06640 51.000 EACH| 82.00000 4182.00| 134.20000 6844.20| CONSTRUCTION SIGN, A | | | 0083 801-06645 55.000 EACH| 1.00000 55.00| 42.70000 2348.50| CONSTRUCTION SIGN, B | | | 0084 801-06710 300.000 DAY | 14.00000 4200.00| 24.40000 7320.00| FLASHING ARROW SIGN | | | 0085 801-06775 LUMP| 11023.97000 11023.97| 46360.00000 46360.00| MAINTAINING TRAFFIC | | | 0086 802-76020 0.900 m2 | 104.00000 93.60| 190.00000 171.00| SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0087 802-76025 3.800 m2 | 145.00000 551.00| 285.00000 1083.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0088 802-76035 0.800 m2 | 210.00000 168.00| 432.00000 345.60| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0089 802-76055 41.200 m | 21.00000 865.20| 26.00000 1071.20| SIGN POST, A | | | 0090 802-90623 10.000 EACH| 21.00000 210.00| 11.00000 110.00| SIGN BRACKET FOR STREET NAME | | | 0091 808-06703 62.000 m | 5.20000 322.40| 1.25000 77.50| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0092 808-75008 50.000 m | 0.02000 1.00| 2.44000 122.00| LINE, PAINT, SOLID, WHITE, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 114 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,046,891.91 ROUTE : 44 & 7521 CALL ORDER : 114 CONTRACT ID : R -24743-B COUNTIES : FAYETTE LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1912582 | |MILESTONE CONTRACTORS, L.P. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 808-75245 3046.000 m | 3.10000 9442.60| 1.22000 3716.12| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0094 808-75278 2578.700 m | 0.02000 51.57| 4.90000 12635.63| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0095 808-75297 58.300 m | 34.35000 2002.61| 12.20000 711.26| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0096 808-75320 2.000 EACH| 157.00000 314.00| 60.00000 120.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0097 808-75325 2.000 EACH| 210.00000 420.00| 73.00000 146.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0098 808-75996 30.000 EACH| 5.00000 150.00| 20.00000 600.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0099 808-75998 112.000 EACH| 41.00000 4592.00| 30.50000 3416.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,084,282.00| $ 2,151,200.88| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,084,282.00| $ 2,151,200.88| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 27 CALL ORDER : 120 CONTRACT ID : R -24788-A COUNTIES : WAYNE LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,465,998.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,938,887.58 ROUTE : I-65 CALL ORDER : 140 CONTRACT ID : R -25667-A COUNTIES : JACKSON BARTHOLOMEW LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0652148 0652148 0652148 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 5,989,406.16 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 7,164,265.56 119.6156% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 7,290,000.00 121.7149% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD AND BRIDGE REHABILITATION AND SIGN MODERNIZATION | | | 0001 105-06845 LUMP| 35100.00000 35100.00| 36000.00000 36000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 800.00000 9600.00| 1800.00000 21600.00| 1600.00000 19200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 130000.00000 130000.00| 200000.00000 200000.00| 360000.00000 360000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 29000.00000 29000.00| 145500.00000 145500.00| 33000.00000 33000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 4853.200 m2 | 5.00000 24266.00| 8.25000 40038.90| 17.00000 82504.40 PAVEMENT, REMOVE | | | 0006 202-02241 4638.000 m | 4.50000 20871.00| 5.70000 26436.60| 9.00000 41742.00 GUARDRAIL, REMOVE | | | 0007 202-03783 7.000 EACH| 750.00000 5250.00| 164.20000 1149.40| 164.18000 1149.26 SIGN, PANEL, REMOVE | | | 0008 202-51328 LUMP| 100000.00000 100000.00| 115000.00000 115000.00| 75000.00000 75000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0009 202-51328 LUMP| 49500.00000 49500.00| 50000.00000 50000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 2 | | | 0010 202-51328 LUMP| 47500.00000 47500.00| 30000.00000 30000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 3 | | | 0011 202-51368 52.000 m2 | 25.00000 1300.00| 25.00000 1300.00| 40.00000 2080.00 SLOPEWALL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,938,887.58 ROUTE : I-65 CALL ORDER : 140 CONTRACT ID : R -25667-A COUNTIES : JACKSON BARTHOLOMEW LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-51822 939.000 m2 | 9.50000 8920.50| 14.00000 13146.00| 6.00000 5634.00 BRIDGE DECK OVERLAY, REMOVE | | | 0013 202-60820 287347.200 m2 | 0.34000 97698.05| 0.40000 114938.88| 0.55000 158040.96 SURFACE MILLING, ASPHALT | | | 0014 202-60822 68.900 m2 | 12.00000 826.80| 6.00000 413.40| 11.00000 757.90 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0015 202-74045 1.000 EACH| 59.00000 59.00| 57.10000 57.10| 57.01000 57.01 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0016 202-99187 330.000 m | 5.00000 1650.00| 14.00000 4620.00| 10.00000 3300.00 FENCE, FARM FIELD, REMOVE | | | 0017 202-99383 87.000 m | 16.00000 1392.00| 160.00000 13920.00| 115.00000 10005.00 TERMINAL JOINT, REMOVE | | | 0018 203-02000 4821.700 m3 | 20.00000 96434.00| 16.00000 77147.20| 11.00000 53038.70 EXCAVATION, COMMON | | | 0020 205-02224 980.000 m | 5.00000 4900.00| 4.75000 4655.00| 5.10000 4998.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0021 205-02226 24.000 m | 32.00000 768.00| 32.80000 787.20| 175.00000 4200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0022 205-02236 8.000 EACH| 50.00000 400.00| 50.00000 400.00| 60.00000 480.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0023 206-51220 75.000 m3 | 100.00000 7500.00| 45.00000 3375.00| 45.00000 3375.00 EXCAVATION, WET | | | 0024 206-51225 283.000 m3 | 20.00000 5660.00| 25.00000 7075.00| 35.00000 9905.00 EXCAVATION, DRY | | | 0025 211-02060 11.600 m3 | 78.00000 904.80| 130.00000 1508.00| 46.00000 533.60 B BORROW FOR STRUCTURE BACKFILL | | | 0026 211-06467 140.000 m3 | 35.00000 4900.00| 65.00000 9100.00| 46.00000 6440.00 AGGREGATE FOR END BENT BACKFILL | | | 0027 213-52830 15.500 m3 | 145.00000 2247.50| 150.00000 2325.00| 250.00000 3875.00 FLOWABLE MORTAR | | | 0028 303-52308 7942.500 Mg | 15.00000 119137.50| 18.00000 142965.00| 16.50000 131051.25 COMPACTED AGGREGATE, O, 53 | | | 0029 304-06464 733.900 m3 | 29.00000 21283.10| 55.00000 40364.50| 44.00000 32291.60 SUBBASE FOR PCCP | | | 0030 305-05204 360.000 Mg | 100.00000 36000.00| 95.00000 34200.00| 76.00000 27360.00 HMA FOR PATCHING | | | 0031 401-04820 1891.700 Mg | 33.00000 62426.10| 43.00000 81343.10| 38.00000 71884.60 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,938,887.58 ROUTE : I-65 CALL ORDER : 140 CONTRACT ID : R -25667-A COUNTIES : JACKSON BARTHOLOMEW LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 401-05456 31147.000 Mg | 43.00000 1339321.00| 50.00000 1557350.00| 52.00000 1619644.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE - - | | | SMA | | | 0033 401-05459 6215.400 Mg | 30.00000 186462.00| 37.00000 229969.80| 38.00000 236185.20 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0034 401-05463 1811.300 Mg | 36.00000 65206.80| 39.00000 70640.70| 39.00000 70640.70 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0035 401-05464 1029.600 Mg | 44.00000 45302.40| 58.00000 59716.80| 40.00000 41184.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0036 401-06264 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0037 402-05468 2094.500 Mg | 35.00000 73307.50| 38.00000 79591.00| 38.00000 79591.00 HMA BASE 25.0 mm, MAINLINE | | | 0038 406-05520 90.500 Mg | 200.00000 18100.00| 175.00000 15837.50| 200.00000 18100.00 ASPHALT FOR TACK COAT | | | 0040 502-06331 3586.200 m2 | 44.00000 157792.80| 64.00000 229516.80| 52.00000 186482.40 PCCP, 350 mm | | | 0041 503-05240 1177.900 m | 14.00000 16490.60| 25.00000 29447.50| 28.00000 32981.20 D-1 CONTRACTION JOINT | | | 0042 503-05310 87.000 m | 350.00000 30450.00| 350.00000 30450.00| 250.00000 21750.00 TERMINAL JOINT | | | 0043 506-06333 2800.000 m2 | 99.50000 278600.00| 98.00000 274400.00| 125.00000 350000.00 PCCP PATCHING, FULL DEPTH | | | 0044 601-01322 13.300 m | 100.00000 1330.00| 138.50000 1842.05| 125.00000 1662.50 GUARDRAIL END TREATMENT, OS, RESET | | | 0045 601-01522 20.000 EACH| 1190.00000 23800.00| 1175.00000 23500.00| 1300.00000 26000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0046 601-02206 260.000 m | 17.00000 4420.00| 16.50000 4290.00| 27.00000 7020.00 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0047 601-04746 9.000 EACH| 7500.00000 67500.00| 7500.00000 67500.00| 7700.00000 69300.00 ENERGY ABSORBING TERMINAL, CZ | | | 0048 601-06035 56.700 m | 18.00000 1020.60| 17.55000 995.09| 25.00000 1417.50 GUARDRAIL, RESET | | | 0049 601-06777 2.000 EACH| 7350.00000 14700.00| 7000.00000 14000.00| 7600.00000 15200.00 GRAVEL BARREL ARRAY | | | 0050 601-94689 10.000 EACH| 1900.00000 19000.00| 2500.00000 25000.00| 2200.00000 22000.00 GUARDRAIL END TREATMENT, OS | | | 0051 601-94690 7.000 EACH| 2850.00000 19950.00| 3360.00000 23520.00| 3200.00000 22400.00 GUARDRAIL END TREATMENT, MS | | | 0052 601-97079 2.000 EACH| 1200.00000 2400.00| 700.00000 1400.00| 2000.00000 4000.00 GRAVEL BARREL ARRAY, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,938,887.58 ROUTE : I-65 CALL ORDER : 140 CONTRACT ID : R -25667-A COUNTIES : JACKSON BARTHOLOMEW LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 601-97080 3.000 EACH| 1900.00000 5700.00| 2500.00000 7500.00| 2800.00000 8400.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0054 601-99105 3400.000 m | 27.00000 91800.00| 26.30000 89420.00| 31.00000 105400.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0055 601-99108 547.000 m | 40.00000 21880.00| 38.90000 21278.30| 51.00000 27897.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0057 602-06639 1210.000 m | 28.00000 33880.00| 50.00000 60500.00| 75.00000 90750.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0058 602-06646 1293.000 m | 26.00000 33618.00| 47.00000 60771.00| 70.00000 90510.00 TEMPORARY CONCRETE BARRIER | | | 0059 602-06729 58.000 EACH| 8.50000 493.00| 8.25000 478.50| 6.00000 348.00 BARRIER DELINEATOR | | | 0060 603-06040 283.000 m | 35.00000 9905.00| 33.40000 9452.20| 40.00000 11320.00 FENCE, FARM FIELD, 1190 mm | | | 0061 605-05523 442.100 m | 14.00000 6189.40| 23.00000 10168.30| 20.00000 8842.00 CURB, HMA | | | 0062 610-05527 17960.000 Mg | 31.00000 556760.00| 52.00000 933920.00| 36.00000 646560.00 HMA FOR APPROACHES | | | 0063 610-06262 1355.000 m2 | 69.00000 93495.00| 60.00000 81300.00| 60.00000 81300.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0065 611-03392 6.000 EACH| 12900.00000 77400.00| 8500.00000 51000.00| 35000.00000 210000.00 TEMPORARY CROSSOVER, A MODIFIED | | | 0066 616-02320 701.000 m2 | 1.50000 1051.50| 2.10000 1472.10| 2.50000 1752.50 GEOTEXTILES | | | 0067 616-06405 301.000 Mg | 17.00000 5117.00| 30.00000 9030.00| 24.00000 7224.00 RIPRAP, REVETMENT | | | 0068 616-51367 334.000 m2 | 69.00000 23046.00| 75.00000 25050.00| 75.00000 25050.00 SLOPEWALL, CONCRETE, 100 mm | | | 0069 621-01004 12.000 EACH| 375.00000 4500.00| 375.00000 4500.00| 250.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0070 621-06545 10.700 Mg | 550.00000 5885.00| 530.00000 5671.00| 450.00000 4815.00 FERTILIZER | | | 0071 621-06548 88.000 kg | 45.00000 3960.00| 44.00000 3872.00| 48.00000 4224.00 SEED MIXTURE, CV | | | 0072 621-06553 1993.000 kg | 5.75000 11459.75| 5.58000 11120.94| 6.60000 13153.80 SEED MIXTURE, R | | | 0073 621-06557 239.000 kg | 9.45000 2258.55| 9.12000 2179.68| 9.85000 2354.15 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,938,887.58 ROUTE : I-65 CALL ORDER : 140 CONTRACT ID : R -25667-A COUNTIES : JACKSON BARTHOLOMEW LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 621-06565 59.500 Mg | 410.00000 24395.00| 405.00000 24097.50| 390.00000 23205.00 MULCHING MATERIAL | | | 0075 621-06574 232.000 m2 | 7.00000 1624.00| 6.78000 1572.96| 4.55000 1055.60 SODDING | | | 0076 701-03753 586.000 m | 98.00000 57428.00| 83.00000 48638.00| 110.00000 64460.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0077 701-51195 66.000 m | 124.00000 8184.00| 110.00000 7260.00| 125.00000 8250.00 PILE, STEEL H, HP 310 X 79 | | | 0078 701-51210 24.000 m | 500.00000 12000.00| 400.00000 9600.00| 400.00000 9600.00 PILE ENCASEMENT, CONCRETE | | | 0079 702-51005 170.200 m3 | 410.00000 69782.00| 600.00000 102120.00| 350.00000 59570.00 CONCRETE, A, SUBSTRUCTURE | | | 0080 702-51015 69.500 m3 | 375.00000 26062.50| 400.00000 27800.00| 800.00000 55600.00 CONCRETE, B, FOOTINGS | | | 0081 702-51863 1616.000 EACH| 8.00000 12928.00| 5.00000 8080.00| 6.00000 9696.00 FIELD DRILLED HOLE IN CONCRETE | | | 0082 702-92857 98.900 m3 | 450.00000 44505.00| 600.00000 59340.00| 400.00000 39560.00 CONCRETE, C, SUBSTRUCTURE | | | 0083 703-01540 132.000 EACH| 9.00000 1188.00| 14.00000 1848.00| 8.00000 1056.00 THREADED TIE BAR ASSEMBLY | | | 0084 703-51030 29546.000 kg | 1.30000 38409.80| 1.05000 31023.30| 1.10000 32500.60 REINFORCING STEEL | | | 0085 703-51032 112777.000 kg | 1.37000 154504.49| 1.12000 126310.24| 1.25000 140971.25 REINFORCING STEEL, EPOXY COATED | | | 0086 703-97936 552.000 EACH| 11.60000 6403.20| 10.00000 5520.00| 10.00000 5520.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0087 704-51002 529.500 m3 | 478.00000 253101.00| 500.00000 264750.00| 450.00000 238275.00 CONCRETE, C, SUPERSTRUCTURE | | | 0088 706-05734 24.000 EACH| 1300.00000 31200.00| 1250.00000 30000.00| 1400.00000 33600.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0090 706-51025 425.000 m | 155.00000 65875.00| 99.50000 42287.50| 130.00000 55250.00 CONCRETE, C, RAILING | | | 0091 709-51821 LUMP| 10000.00000 10000.00| 10400.00000 10400.00| 9975.00000 9975.00 SURFACE SEAL , STR. NO. 1 | | | 0092 709-51821 LUMP| 3900.00000 3900.00| 4200.00000 4200.00| 4000.00000 4000.00 SURFACE SEAL , STR. NO. 2 | | | 0093 709-51821 LUMP| 2900.00000 2900.00| 3100.00000 3100.00| 3000.00000 3000.00 SURFACE SEAL , STR. NO. 3 | | | 0094 711-04121 24.000 EACH| 25.00000 600.00| 10.00000 240.00| 30.00000 720.00 ANCHOR BOLT, AB1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,938,887.58 ROUTE : I-65 CALL ORDER : 140 CONTRACT ID : R -25667-A COUNTIES : JACKSON BARTHOLOMEW LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 711-51038 LUMP| 125000.00000 125000.00| 150000.00000 150000.00| 242000.00000 242000.00 STRUCTURAL STEEL , STR. NO. 1 | | | 0096 711-51090 88.000 kg | 45.00000 3960.00| 30.00000 2640.00| 35.00000 3080.00 PLATES, BRONZE | | | 0097 711-96800 6192.000 EACH| 2.00000 12384.00| 1.85000 11455.20| 1.60000 9907.20 STUD SHEAR CONNECTOR | | | 0098 713-02478 3.000 EACH| 925.00000 2775.00| 905.00000 2715.00| 900.00000 2700.00 GUARDRAIL TRANSITION, TGB, TEMPORARY | | | BRIDGE APPROACHES | | | 0099 715-05048 884.000 m | 8.50000 7514.00| 8.20000 7248.80| 24.00000 21216.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0100 715-05053 96.800 m | 29.00000 2807.20| 32.00000 3097.60| 75.00000 7260.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0101 715-05149 10.000 m | 65.00000 650.00| 88.50000 885.00| 200.00000 2000.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0102 715-05407 88.000 m | 19.00000 1672.00| 20.00000 1760.00| 40.00000 3520.00 PIPE, END BENT DRAIN, 150 mm | | | 0103 715-46000 1.000 EACH| 150.00000 150.00| 300.00000 300.00| 500.00000 500.00 PIPE END SECTION, 300 mm | | | 0104 715-99013 37.000 m | 29.00000 1073.00| 90.00000 3330.00| 160.00000 5920.00 PIPE, RELOCATE | | | 0105 718-06528 13.000 EACH| 475.00000 6175.00| 700.00000 9100.00| 1300.00000 16900.00 OUTLET PROTECTOR, 1 | | | 0106 718-52610 179.600 m3 | 25.00000 4490.00| 33.50000 6016.60| 45.00000 8082.00 AGGREGATE FOR UNDERDRAINS | | | 0107 720-44000 8.000 EACH| 275.00000 2200.00| 350.00000 2800.00| 300.00000 2400.00 CASTING, ADJUST TO GRADE | | | 0108 720-44296 18.000 EACH| 325.00000 5850.00| 400.00000 7200.00| 450.00000 8100.00 CAP INLET | | | 0109 722-51852 190.000 m2 | 85.00000 16150.00| 50.00000 9500.00| 60.00000 11400.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0110 722-60824 939.000 m2 | 5.25000 4929.75| 6.00000 5634.00| 4.50000 4225.50 SURFACE MILLING | | | 0111 726-92406 40.000 EACH| 500.00000 20000.00| 125.00000 5000.00| 250.00000 10000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0112 730-04844 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 2600.00000 2600.00 GRATED BOX END SECTION, RESET | | | 0113 801-04308 6.000 EACH| 150.00000 900.00| 140.00000 840.00| 140.00000 840.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0114 801-06198 36.000 DAY | 350.00000 12600.00| 375.00000 13500.00| 600.00000 21600.00 PATROLLER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 140 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,938,887.58 ROUTE : I-65 CALL ORDER : 140 CONTRACT ID : R -25667-A COUNTIES : JACKSON BARTHOLOMEW LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 801-06207 30732.000 m | 2.80000 86049.60| 2.78000 85434.96| 3.30000 101415.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0116 801-06605 18.000 EACH| 50.00000 900.00| 45.00000 810.00| 45.00000 810.00 BARRICADE, IIIA | | | 0117 801-06606 27.000 EACH| 55.00000 1485.00| 50.00000 1350.00| 50.00000 1350.00 BARRICADE, IIIB | | | 0118 801-06640 62.000 EACH| 105.00000 6510.00| 100.00000 6200.00| 100.00000 6200.00 CONSTRUCTION SIGN, A | | | 0119 801-06645 6.000 EACH| 30.00000 180.00| 30.00000 180.00| 30.00000 180.00 CONSTRUCTION SIGN, B | | | 0120 801-06710 175.000 DAY | 11.00000 1925.00| 11.00000 1925.00| 11.00000 1925.00 FLASHING ARROW SIGN | | | 0121 801-06775 LUMP| 61000.00000 61000.00| 170000.00000 170000.00| 162990.64000 162990.64 MAINTAINING TRAFFIC | | | 0122 801-09133 4.000 EACH| 4800.00000 19200.00| 3700.00000 14800.00| 3700.00000 14800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0123 802-05702 7.800 m | 60.00000 468.00| 30.67000 239.23| 30.67000 239.23 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0124 802-07137 6.000 EACH| 260.00000 1560.00| 157.97000 947.82| 157.97000 947.82 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0125 802-07151 8.000 EACH| 260.00000 2080.00| 157.70000 1261.60| 157.70000 1261.60 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0126 802-76015 53.520 m2 | 190.00000 10168.80| 138.06000 7388.97| 138.06000 7388.97 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0127 802-76035 3.604 m2 | 155.00000 558.62| 71.95000 259.31| 71.95000 259.31 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0128 802-76095 1302.320 kg | 4.10000 5339.51| 3.36000 4375.80| 3.36000 4375.80 STRUCTURAL STEEL, BREAKAWAY | | | 0130 805-05406 2.000 EACH| 26000.00000 52000.00| 20000.00000 40000.00| 19281.33000 38562.66 DATA COLLECTION SITE , 4 LANE | | | 0131 807-02370 13.000 EACH| 480.00000 6240.00| 580.00000 7540.00| 578.67000 7522.71 LIGHT STRUCTURE, REMOVE AND RESET | | | 0132 807-02428 13.000 EACH| 970.00000 12610.00| 525.00000 6825.00| 525.03000 6825.39 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0133 808-06702 9468.800 m | 1.05000 9942.24| 1.01000 9563.49| 0.95000 8995.36 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 140 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,938,887.58 ROUTE : I-65 CALL ORDER : 140 CONTRACT ID : R -25667-A COUNTIES : JACKSON BARTHOLOMEW LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 808-06703 38498.400 m | 0.85000 32723.64| 0.80000 30798.72| 0.70000 26948.88 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0135 808-06705 1487.400 m | 1.70000 2528.58| 1.60000 2379.84| 2.45000 3644.13 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0136 808-06716 9983.500 m | 0.80000 7986.80| 0.80000 7986.80| 1.50000 14975.25 LINE, REMOVE | | | 0137 808-75051 716.400 m | 5.30000 3796.92| 4.20000 3008.88| 3.25000 2328.30 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0138 808-75054 716.400 m | 5.30000 3796.92| 4.20000 3008.88| 3.25000 2328.30 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0139 808-75061 179.000 m | 6.70000 1199.30| 5.50000 984.50| 4.10000 733.90 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0140 808-75245 38954.800 m | 0.82000 31942.94| 0.80000 31163.84| 0.70000 27268.36 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0141 808-75272 239.000 m | 9.40000 2246.60| 9.00000 2151.00| 8.00000 1912.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0142 808-75996 2153.000 EACH| 5.00000 10765.00| 2.50000 5382.50| 5.00000 10765.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0143 808-75998 2042.000 EACH| 22.00000 44924.00| 22.00000 44924.00| 23.00000 46966.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0144 202-02274 77.000 m | 7.00000 539.00| 34.00000 2618.00| 27.00000 2079.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0145 202-02277 508.000 m | 7.00000 3556.00| 18.00000 9144.00| 28.00000 14224.00 GUTTER, LIP, REMOVE | | | 0146 202-96133 27.000 m | 25.00000 675.00| 75.00000 2025.00| 65.00000 1755.00 PIPE, REMOVE | | | 0147 202-98488 9.000 EACH| 125.00000 1125.00| 125.00000 1125.00| 200.00000 1800.00 PIPE END SECTION, REMOVE | | | 0148 203-02080 3.687 km | 12721.00000 46902.33| 24000.00000 88488.00| 4000.00000 14748.00 LINEAR GRADING | | | 0149 303-97820 1814.000 Mg | 15.00000 27210.00| 17.00000 30838.00| 17.00000 30838.00 AGGREGATE, 8 , CRUSHED, COMPACTED | | | 0150 401-05467 950.000 m | 2.00000 1900.00| 2.00000 1900.00| 2.00000 1900.00 MILLED HMA CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 140 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,938,887.58 ROUTE : I-65 CALL ORDER : 140 CONTRACT ID : R -25667-A COUNTIES : JACKSON BARTHOLOMEW LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 405-05517 28.300 Mg | 300.00000 8490.00| 255.00000 7216.50| 400.00000 11320.00 ASPHALT FOR PRIME COAT | | | 0152 601-02103 101.000 m | 42.00000 4242.00| 41.10000 4151.10| 51.00000 5151.00 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0153 601-05999 4.000 EACH| 42.00000 168.00| 40.00000 160.00| 50.00000 200.00 CURVED TERMINAL END | | | 0154 801-06203 2269.000 m | 0.43000 975.67| 0.43000 975.67| 0.50000 1134.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0155 801-06216 600.000 m | 4.00000 2400.00| 4.00000 2400.00| 4.00000 2400.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0156 802-04314 2.000 EACH| 100.00000 200.00| 57.01000 114.02| 57.01000 114.02 SIGN , POST, REMOVE | | | 0157 802-76025 1.200 m2 | 180.00000 216.00| 122.34000 146.81| 122.34000 146.81 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0158 802-76065 252.000 m | 7.75000 1953.00| 4.23000 1065.96| 4.23000 1065.96 SIGN POST, B | | | 0159 804-06725 14.000 EACH| 60.00000 840.00| 18.00000 252.00| 22.00000 308.00 DELINEATOR WITH POST, D1, 75 mm | | | 0160 804-06740 10.000 EACH| 60.00000 600.00| 19.00000 190.00| 24.00000 240.00 DELINEATOR WITH POST, D2 | | | 0161 804-06771 10.000 EACH| 72.00000 720.00| 22.00000 220.00| 30.00000 300.00 DELINEATOR POST, FLEXIBLE | | | 0162 805-98335 1700.000 m | 17.00000 28900.00| 11.01000 18717.00| 11.01000 18717.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0163 805-98336 60.000 m | 19.00000 1140.00| 11.01000 660.60| 11.01000 660.60 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0164 807-86955 2.000 EACH| 135.00000 270.00| 152.51000 305.02| 152.51000 305.02 CABLE DUCT MARKER | | | 0165 808-01329 2.000 EACH| 55.00000 110.00| 53.00000 106.00| 60.00000 120.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY RAMP ARROW | | | 0166 808-75297 20.000 m | 12.00000 240.00| 11.50000 230.00| 8.00000 160.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0167 722-51842 1245.000 m2 | 70.00000 87150.00| 68.00000 84660.00| 55.00000 68475.00 BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 140 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,938,887.58 ROUTE : I-65 CALL ORDER : 140 CONTRACT ID : R -25667-A COUNTIES : JACKSON BARTHOLOMEW LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0168 722-51846 13.000 m3 | 434.50000 5648.50| 434.50000 5648.50| 434.50000 5648.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0169 801-06625 32.000 EACH| 56.00000 1792.00| 56.00000 1792.00| 56.00000 1792.00 DETOUR ROUTE MARKER ASSEMBLY | | | SECTION TOTALS | $ 5,989,406.16| $ 7,164,265.56| $ 7,290,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,989,406.16| $ 7,164,265.56| $ 7,290,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 547,230.20 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25783-A COUNTIES : GREENE LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9928027 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1991044 JOHNSON COMPANY INC. CONDITIONAL BID & AWARD $ 448,107.85 100.0000% 2 35-2131982 J B I CONSTRUCTION INC. $ 473,973.98 105.7723% 3 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 523,134.42 116.7429% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 544,443.46 121.4983% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 553,556.30 123.5319% ==================================================================================================================================== |(1) 35-1991044 |(2) 35-2131982 |(3) 35-2126716 |JOHNSON COMPANY INC. |J B I CONSTRUCTION INC. |WABASH VALLEY ASPHALT CO. LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, STREETSCAPE | | | 0001 105-06790 8.000 MOS | 1000.00000 8000.00| 1000.00000 8000.00| 634.00000 5072.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 2500.00000 2500.00| 2410.00000 2410.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22000.00000 22000.00| 23525.00000 23525.00| 25496.00000 25496.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3950.00000 3950.00| 41860.00000 41860.00| 5326.00000 5326.00 CLEARING RIGHT OF WAY | | | 0005 202-02260 2.000 EACH| 500.00000 1000.00| 313.00000 626.00| 457.42000 914.84 TREE, 760 mm, REMOVE | | | 0006 202-52710 3926.000 m2 | 8.00000 31408.00| 6.95000 27285.70| 11.44000 44913.44 SIDEWALK, CONCRETE, REMOVE | | | 0007 303-52308 40.000 Mg | 30.00000 1200.00| 21.75000 870.00| 42.09000 1683.60 COMPACTED AGGREGATE, O, 53 | | | 0008 305-05204 35.000 Mg | 150.00000 5250.00| 175.00000 6125.00| 99.96000 3498.60 HMA FOR PATCHING | | | 0009 604-03643 332.470 m2 | 55.00000 18285.85| 118.25000 39314.58| 122.31000 40664.41 BRICK PAVERS | | | 0010 604-91531 3358.000 m2 | 32.00000 107456.00| 27.50000 92345.00| 32.99000 110780.42 SIDEWALK, CONCRETE, 100 mm | | | 0011 605-06140 1116.000 m | 40.00000 44640.00| 46.95000 52396.20| 84.57000 94380.12 CURB AND GUTTER, CONCRETE | | | 0012 611-05330 568.000 m2 | 42.00000 23856.00| 40.00000 22720.00| 52.23000 29666.64 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0013 622-05649 41.000 EACH| 312.00000 12792.00| 241.50000 9901.50| 231.00000 9471.00 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 547,230.20 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25783-A COUNTIES : GREENE LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1991044 |(2) 35-2131982 |(3) 35-2126716 |JOHNSON COMPANY INC. |J B I CONSTRUCTION INC. |WABASH VALLEY ASPHALT CO. LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 707-99085 1.000 EACH| 600.00000 600.00| 300.00000 300.00| 597.35000 597.35 FLAG POLE , RELOCATE | | | 0015 732-91742 1.000 EACH| 1700.00000 1700.00| 2000.00000 2000.00| 3500.00000 3500.00 FIRE HYDRANT , RELOCATE | | | 0016 801-06640 20.000 EACH| 91.00000 1820.00| 150.00000 3000.00| 120.75000 2415.00 CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 25000.00000 25000.00| 13000.00000 13000.00| 16660.00000 16660.00 MAINTAINING TRAFFIC | | | 0018 807-04654 42.000 EACH| 3075.00000 129150.00| 3052.50000 128205.00| 2992.50000 125685.00 LIGHT POLE , DECORATIVE | | | SECTION TOTALS | $ 448,107.85| $ 473,973.98| $ 523,134.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 448,107.85| $ 473,973.98| $ 523,134.42 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 547,230.20 ROUTE : CALL ORDER : 150 CONTRACT ID : R -25783-A COUNTIES : GREENE LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-0918397 | |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, STREETSCAPE | | | 0001 105-06790 8.000 MOS | 1240.29000 9922.32| 2000.00000 16000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 21560.00000 21560.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19009.50000 19009.50| 34000.00000 34000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4331.25000 4331.25| 5000.00000 5000.00| CLEARING RIGHT OF WAY | | | 0005 202-02260 2.000 EACH| 532.40000 1064.80| 950.00000 1900.00| TREE, 760 mm, REMOVE | | | 0006 202-52710 3926.000 m2 | 35.38000 138901.88| 10.25000 40241.50| SIDEWALK, CONCRETE, REMOVE | | | 0007 303-52308 40.000 Mg | 26.81000 1072.40| 34.00000 1360.00| COMPACTED AGGREGATE, O, 53 | | | 0008 305-05204 35.000 Mg | 220.22000 7707.70| 145.00000 5075.00| HMA FOR PATCHING | | | 0009 604-03643 332.470 m2 | 63.00000 20945.61| 140.00000 46545.80| BRICK PAVERS | | | 0010 604-91531 3358.000 m2 | 26.85000 90162.30| 30.50000 102419.00| SIDEWALK, CONCRETE, 100 mm | | | 0011 605-06140 1116.000 m | 37.80000 42184.80| 63.00000 70308.00| CURB AND GUTTER, CONCRETE | | | 0012 611-05330 568.000 m2 | 37.80000 21470.40| 74.00000 42032.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0013 622-05649 41.000 EACH| 220.50000 9040.50| 225.00000 9225.00| PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0014 707-99085 1.000 EACH| 1732.50000 1732.50| 850.00000 850.00| FLAG POLE , RELOCATE | | | 0015 732-91742 1.000 EACH| 2677.50000 2677.50| 4200.00000 4200.00| FIRE HYDRANT , RELOCATE | | | 0016 801-06640 20.000 EACH| 120.75000 2415.00| 100.00000 2000.00| CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 12590.00000 12590.00| 18000.00000 18000.00| MAINTAINING TRAFFIC | | | 0018 807-04654 42.000 EACH| 3277.50000 137655.00| 3200.00000 134400.00| LIGHT POLE , DECORATIVE | | | SECTION TOTALS | $ 544,443.46| $ 553,556.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 544,443.46| $ 553,556.30| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/17/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0743103 0743103 0743112 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 23,457,495.00 100.0000% 2 99-9996254 BERNS/WEDDLE/E & B PAVING J/V $ 24,490,985.30 104.4057% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 24,635,265.24 105.0208% 4 31-4351261 SHELLY & SANDS, INC. $ 26,743,005.96 114.0062% ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996254 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BERNS/WEDDLE/E & B PAVING J/|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LIGHTING INSTALLATION | | | 0001 105-06845 LUMP| 175000.00000 175000.00| 250000.00000 250000.00| 305000.00000 305000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 26.000 MOS | 2000.00000 52000.00| 2400.00000 62400.00| 2700.00000 70200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 1170000.00000 1170000.00| 1224549.00000 1224549.00| 954525.04000 954525.04 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 62000.00000 62000.00| 74000.00000 74000.00| 53000.00000 53000.00 CLEARING RIGHT OF WAY | | | 0005 202-01032 8.000 EACH| 1195.78000 9566.24| 700.00000 5600.00| 2450.00000 19600.00 SAND BARREL ARRAY, REMOVE | | | 0006 202-02240 44216.400 m2 | 6.00000 265298.40| 6.13000 271046.53| 5.40000 238768.56 PAVEMENT, REMOVE | | | 0007 202-02241 6242.000 m | 5.25000 32770.50| 9.00000 56178.00| 5.50000 34331.00 GUARDRAIL, REMOVE | | | 0008 202-02272 20.200 m | 42.11000 850.62| 15.00000 303.00| 23.00000 464.60 PAVED SIDE DITCH, REMOVE | | | 0009 202-02277 661.400 m | 13.06000 8637.88| 10.00000 6614.00| 13.50000 8928.90 GUTTER, LIP, REMOVE | | | 0010 202-03783 32.000 EACH| 179.89000 5756.48| 178.11000 5699.52| 150.00000 4800.00 SIGN, PANEL, REMOVE | | | 0011 202-51328 LUMP| 79000.00000 79000.00| 168653.64000 168653.64| 90000.00000 90000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0012 202-51328 LUMP| 60000.00000 60000.00| 99183.34000 99183.34| 78000.00000 78000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996254 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BERNS/WEDDLE/E & B PAVING J/|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-51328 LUMP| 5000.00000 5000.00| 14964.18000 14964.18| 8400.00000 8400.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0014 202-51328 LUMP| 50000.00000 50000.00| 63470.89000 63470.89| 53000.00000 53000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0015 202-51328 LUMP| 33000.00000 33000.00| 71906.52000 71906.52| 62500.00000 62500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 6 | | | 0016 202-51330 LUMP| 55000.00000 55000.00| 145140.87000 145140.87| 90000.00000 90000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 5 | | | 0017 202-51368 52.000 m2 | 25.00000 1300.00| 46.80000 2433.60| 44.00000 2288.00 SLOPEWALL, REMOVE | | | 0018 202-51822 999.000 m2 | 17.00000 16983.00| 9.88000 9870.12| 10.50000 10489.50 BRIDGE DECK OVERLAY, REMOVE | | | 0019 202-60820 193642.000 m2 | 1.76000 340809.92| 1.00000 193642.00| 0.23000 44537.66 SURFACE MILLING, ASPHALT | | | 0020 202-74040 35.000 EACH| 217.26000 7604.10| 215.11000 7528.85| 190.00000 6650.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0021 202-74045 235.000 EACH| 69.19000 16259.65| 68.50000 16097.50| 59.00000 13865.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0022 202-74050 5.000 EACH| 345.95000 1729.75| 342.52000 1712.60| 295.00000 1475.00 SIGN, OVERHEAD, REMOVE | | | 0023 202-91840 18288.000 m | 3.82000 69860.16| 2.90000 53035.20| 5.00000 91440.00 FENCE, CHAIN LINK, REMOVE | | | 0024 202-93483 4.000 EACH| 345.95000 1383.80| 342.52000 1370.08| 285.00000 1140.00 BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION, REMOVE | | | 0025 202-93974 3.000 EACH| 456.64000 1369.92| 452.12000 1356.36| 385.00000 1155.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0026 202-94954 235.000 m | 21.55000 5064.25| 21.25000 4993.75| 47.00000 11045.00 BARRIER WALL, CONCRETE, REMOVE | | | 0027 202-96479 618.000 EACH| 10.00000 6180.00| 7.61000 4702.98| 10.50000 6489.00 BOLT, REMOVE | | | 0028 203-02000 118910.000 m3 | 9.00000 1070190.00| 10.02000 1191478.20| 7.80000 927498.00 EXCAVATION, COMMON | | | 0030 203-02080 0.400 km | 7500.00000 3000.00| 7560.00000 3024.00| 7500.00000 3000.00 LINEAR GRADING | | | 0032 203-51223 180.000 m3 | 16.53000 2975.40| 20.00000 3600.00| 45.00000 8100.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996254 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BERNS/WEDDLE/E & B PAVING J/|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 205-02224 57.000 m | 5.35000 304.95| 20.00000 1140.00| 5.50000 313.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0034 205-02234 53.000 EACH| 50.50000 2676.50| 25.00000 1325.00| 52.00000 2756.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0035 205-02236 83.000 EACH| 50.50000 4191.50| 25.00000 2075.00| 52.00000 4316.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0036 206-51230 705.300 m3 | 25.00000 17632.50| 124.66000 87922.70| 68.00000 47960.40 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0037 211-02060 3222.000 m3 | 19.46000 62700.12| 17.30000 55740.60| 22.00000 70884.00 B BORROW FOR STRUCTURE BACKFILL | | | 0038 211-06467 191.600 m3 | 60.89000 11666.52| 66.56000 12752.90| 65.00000 12454.00 AGGREGATE FOR END BENT BACKFILL | | | 0039 213-52830 5.000 m3 | 230.12000 1150.60| 200.00000 1000.00| 200.00000 1000.00 FLOWABLE MORTAR | | | 0040 303-02051 15.000 Mg | 73.36000 1100.40| 48.80000 732.00| 26.00000 390.00 STONE, 2 | | | 0041 303-52308 25087.400 Mg | 11.50000 288505.10| 14.00000 351223.60| 14.00000 351223.60 COMPACTED AGGREGATE, O, 53 | | | 0042 305-03055 5.000 Mg | 1130.00000 5650.00| 900.00000 4500.00| 500.00000 2500.00 SPECIAL JOINT PATCHING MATERIAL | | | 0043 311-06465 189145.000 m2 | 0.15000 28371.75| 0.32000 60526.40| 0.23000 43503.35 PCCP CRACKING AND SEATING | | | 0044 401-05437 92680.000 Mg | 32.00000 2965760.00| 29.00000 2687720.00| 29.00000 2687720.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0045 401-05455 87010.000 Mg | 30.00000 2610300.00| 29.00000 2523290.00| 33.20000 2888732.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0046 401-05456 33646.000 Mg | 52.25000 1758003.50| 40.00000 1345840.00| 51.00000 1715946.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE - SMA| | | 0047 401-05459 7520.000 Mg | 34.50000 259440.00| 31.00000 233120.00| 31.90000 239888.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0048 401-05463 10710.000 Mg | 32.00000 342720.00| 29.65000 317551.50| 33.00000 353430.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0049 401-05464 7894.000 Mg | 43.50000 343389.00| 38.00000 299972.00| 38.00000 299972.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0050 401-05467 67120.000 m | 0.33000 22149.60| 0.40000 26848.00| 0.50000 33560.00 MILLED HMA CORRUGATIONS | | | 0051 401-06264 LUMP| 7500.00000 7500.00| 8800.00000 8800.00| 4800.00000 4800.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996254 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BERNS/WEDDLE/E & B PAVING J/|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 402-05470 27497.000 Mg | 33.75000 928023.75| 28.00000 769916.00| 29.00000 797413.00 HMA BASE C25.0 mm, MAINLINE | | | 0053 402-05481 17844.000 Mg | 20.94000 373653.36| 28.00000 499632.00| 28.25000 504093.00 HMA BASE 25.0 mm, SHOULDER | | | 0054 402-05483 4241.000 Mg | 35.25000 149495.25| 31.00000 131471.00| 32.00000 135712.00 HMA BASE C25.0 mm, SHOULDER | | | 0055 402-05487 5452.000 Mg | 21.38000 116563.76| 31.25000 170375.00| 32.25000 175827.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0056 402-05490 2740.700 Mg | 30.00000 82221.00| 38.00000 104146.60| 35.00000 95924.50 HMA SURFACE 9.5 mm, SHOULDER | | | 0057 402-05495 21685.000 Mg | 21.34000 462757.90| 22.50000 487912.50| 30.00000 650550.00 HMA WEDGE AND LEVEL | | | 0058 406-05520 506.000 Mg | 200.00000 101200.00| 200.00000 101200.00| 185.00000 93610.00 ASPHALT FOR TACK COAT | | | 0059 406-05521 1768.000 m2 | 0.05000 88.40| 0.01000 17.68| 0.10000 176.80 ASPHALT FOR TACK COAT | | | 0060 501-06266 LUMP| 500.00000 500.00| 0.01000 0.01| 800.00000 800.00 PROFILOGRAPH, PCCP | | | 0061 506-06333 100.000 m2 | 125.00000 12500.00| 144.00000 14400.00| 110.00000 11000.00 PCCP PATCHING, FULL DEPTH | | | 0062 601-01522 35.000 EACH| 1136.25000 39768.75| 1150.00000 40250.00| 1150.00000 40250.00 GUARDRAIL TRANSITION TYPE TGB | | | 0063 601-02103 217.200 m | 37.98000 8249.26| 38.50000 8362.20| 38.00000 8253.60 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0064 601-05999 18.000 EACH| 40.40000 727.20| 40.00000 720.00| 41.00000 738.00 CURVED TERMINAL END | | | 0065 601-06233 12.000 EACH| 6262.00000 75144.00| 6900.00000 82800.00| 6250.00000 75000.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0066 601-06233 1.000 EACH| 656.50000 656.50| 900.00000 900.00| 675.00000 675.00 IMPACT ATTENUATOR, ED, W1, TL-3 , SPARE | | | PARTS PACKAGE | | | 0067 601-06248 1.000 EACH| 41410.00000 41410.00| 43900.00000 43900.00| 43500.00000 43500.00 IMPACT ATTENUATOR, R2, W3, TL-3 | | | 0068 601-06248 1.000 EACH| 14140.00000 14140.00| 13900.00000 13900.00| 14500.00000 14500.00 IMPACT ATTENUATOR, R2, W3, TL-3 , SPARE | | | PARTS PACKAGE | | | 0069 601-07023 2.000 EACH| 6211.50000 12423.00| 4400.00000 8800.00| 6500.00000 13000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0070 601-94689 55.000 EACH| 1893.75000 104156.25| 1950.00000 107250.00| 1900.00000 104500.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996254 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BERNS/WEDDLE/E & B PAVING J/|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 601-94690 8.000 EACH| 2843.15000 22745.20| 2950.00000 23600.00| 2850.00000 22800.00 GUARDRAIL END TREATMENT, MS | | | 0072 601-97774 10.000 EACH| 737.30000 7373.00| 750.00000 7500.00| 750.00000 7500.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0073 601-97803 2.000 EACH| 2020.00000 4040.00| 2150.00000 4300.00| 2100.00000 4200.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0074 601-99105 12627.185 m | 27.47000 346868.77| 28.50000 359874.77| 28.50000 359874.77 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0075 601-99123 15.000 EACH| 1888.70000 28330.50| 1850.00000 27750.00| 1950.00000 29250.00 GUARDRAIL TRANSITION, GP | | | 0076 602-02476 235.000 m | 205.00000 48175.00| 379.04000 89074.40| 195.00000 45825.00 BARRIER, CONCRETE, MODIFIED | | | 0077 602-06639 545.400 m | 50.00000 27270.00| 62.30000 33978.42| 75.00000 40905.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0078 602-06646 15213.000 m | 45.00000 684585.00| 64.76000 985193.88| 70.00000 1064910.00 TEMPORARY CONCRETE BARRIER | | | 0079 602-06729 288.000 EACH| 6.00000 1728.00| 9.25000 2664.00| 6.25000 1800.00 BARRIER DELINEATOR | | | 0080 602-91266 86.000 m | 250.00000 21500.00| 228.83000 19679.38| 190.00000 16340.00 MEDIAN BARRIER, CONCRETE, MODIFIED | | | 0081 603-06040 9103.000 m | 10.10000 91940.30| 10.50000 95581.50| 10.50000 95581.50 FENCE, FARM FIELD, 1190 mm | | | 0082 603-06045 18288.000 m | 21.30000 389534.40| 22.90000 418795.20| 22.00000 402336.00 FENCE, CHAIN LINK, 1220 mm | | | 0083 607-06335 21.000 m | 150.00000 3150.00| 95.60000 2007.60| 170.00000 3570.00 PAVED SIDE DITCH, A | | | 0084 610-05527 947.000 Mg | 55.50000 52558.50| 60.00000 56820.00| 62.00000 58714.00 HMA FOR APPROACHES | | | 0085 610-06259 2166.100 m2 | 55.00000 119135.50| 81.23000 175952.30| 45.00000 97474.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0086 611-52817 7.000 EACH| 30000.00000 210000.00| 11670.00000 81690.00| 33000.00000 231000.00 TEMPORARY CROSSOVER, B | | | 0087 611-52817 1.000 EACH| 2500.00000 2500.00| 6225.00000 6225.00| 200.00000 200.00 TEMPORARY CROSSOVER, B , REFURBISH | | | 0088 611-91761 2.000 EACH| 20000.00000 40000.00| 9230.00000 18460.00| 23500.00000 47000.00 TEMPORARY CROSSOVER, A | | | 0089 615-06505 2.000 EACH| 419.15000 838.30| 410.00000 820.00| 425.00000 850.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996254 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BERNS/WEDDLE/E & B PAVING J/|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 615-06510 55.000 EACH| 308.05000 16942.75| 110.00000 6050.00| 315.00000 17325.00 MONUMENT, C | | | 0091 616-02320 804.600 m2 | 4.25000 3419.55| 1.00000 804.60| 2.40000 1931.04 GEOTEXTILES | | | 0092 616-05688 25.000 Mg | 35.00000 875.00| 42.00000 1050.00| 39.00000 975.00 RIPRAP, CLASS 1 | | | 0093 616-05689 1515.000 Mg | 30.00000 45450.00| 66.06000 100080.90| 37.00000 56055.00 RIPRAP, CLASS 2 | | | 0094 616-06405 998.000 Mg | 25.00000 24950.00| 29.03000 28971.94| 26.00000 25948.00 RIPRAP, REVETMENT | | | 0095 616-06455 20.000 m2 | 85.00000 1700.00| 48.10000 962.00| 54.00000 1080.00 SLOPEWALL | | | 0096 616-51366 275.000 m2 | 85.00000 23375.00| 67.82000 18650.50| 65.00000 17875.00 SLOPEWALL, CONCRETE, 125 mm | | | 0097 616-51367 280.000 m2 | 85.00000 23800.00| 67.67000 18947.60| 60.00000 16800.00 SLOPEWALL, CONCRETE, 100 mm | | | 0098 621-06545 45.000 Mg | 534.29000 24043.05| 529.00000 23805.00| 550.00000 24750.00 FERTILIZER | | | 0099 621-06553 9500.000 kg | 5.64000 53580.00| 5.58000 53010.00| 5.75000 54625.00 SEED MIXTURE, R | | | 0100 621-06559 6390.000 m2 | 0.33000 2108.70| 0.33000 2108.70| 0.35000 2236.50 MULCHED SEEDING, R | | | 0101 621-06567 286.000 kL | 0.56000 160.16| 0.55000 157.30| 0.55000 157.30 WATER | | | 0102 621-06574 16032.000 m2 | 4.02000 64448.64| 3.50000 56112.00| 3.10000 49699.20 SODDING | | | 0103 701-01849 630.300 m | 85.00000 53575.50| 111.17000 70070.45| 90.00000 56727.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0104 701-03753 260.000 m | 120.00000 31200.00| 137.29000 35695.40| 100.00000 26000.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0105 702-51005 389.400 m3 | 500.00000 194700.00| 669.12000 260555.33| 675.00000 262845.00 CONCRETE, A, SUBSTRUCTURE | | | 0106 702-51015 109.100 m3 | 500.00000 54550.00| 846.78000 92383.70| 290.00000 31639.00 CONCRETE, B, FOOTINGS | | | 0107 702-51100 674.000 kg | 7.00000 4718.00| 6.78000 4569.72| 15.75000 10615.50 DRAIN PIPE, CAST IRON, 150 mm | | | 0108 702-51110 2385.000 kg | 5.00000 11925.00| 6.02000 14357.70| 7.75000 18483.75 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0109 702-51863 3005.000 EACH| 5.00000 15025.00| 7.10000 21335.50| 11.00000 33055.00 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996254 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BERNS/WEDDLE/E & B PAVING J/|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 703-03622 36.000 EACH| 14.00000 504.00| 15.06000 542.16| 20.00000 720.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0111 703-06029 183808.000 kg | 1.08000 198512.64| 1.43000 262845.44| 1.15000 211379.20 REINFORCING BARS, EPOXY COATED | | | 0112 703-51030 12997.000 kg | 1.00000 12997.00| 1.39000 18065.83| 1.05000 13646.85 REINFORCING STEEL | | | 0113 703-51032 70170.000 kg | 1.08000 75783.60| 1.43000 100343.10| 1.20000 84204.00 REINFORCING STEEL, EPOXY COATED | | | 0114 703-97936 1220.000 EACH| 10.00000 12200.00| 15.06000 18373.20| 19.00000 23180.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0115 704-05892 486.100 m3 | 550.00000 267355.00| 697.86000 339229.75| 515.00000 250341.50 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0116 704-51002 301.400 m3 | 550.00000 165770.00| 811.92000 244712.69| 485.00000 146179.00 CONCRETE, C, SUPERSTRUCTURE | | | 0117 706-05732 16.000 EACH| 1100.00000 17600.00| 1351.49000 21623.84| 1675.00000 26800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0118 706-05734 24.000 EACH| 1200.00000 28800.00| 1351.49000 32435.76| 1675.00000 40200.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0119 706-51020 292.800 m3 | 345.00000 101016.00| 459.46000 134529.89| 580.00000 169824.00 CONCRETE, C, RAILING | | | 0120 706-51025 156.000 m | 120.00000 18720.00| 130.37000 20337.72| 195.00000 30420.00 CONCRETE, C, RAILING | | | 0121 707-05973 218.000 m2 | 345.00000 75210.00| 353.20000 76997.60| 360.00000 78480.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 914 mm | | | 0122 709-04647 LUMP| 20000.00000 20000.00| 22734.93000 22734.93| 25500.00000 25500.00 FIBER WRAP CONCRETE CASING SYSTEM | | | 0123 709-51821 LUMP| 3900.00000 3900.00| 4186.65000 4186.65| 4500.00000 4500.00 SURFACE SEAL , STR. NO. 1 | | | 0124 709-51821 LUMP| 8500.00000 8500.00| 9134.50000 9134.50| 9500.00000 9500.00 SURFACE SEAL , STR. NO. 2 | | | 0125 709-51821 LUMP| 4400.00000 4400.00| 4730.37000 4730.37| 3900.00000 3900.00 SURFACE SEAL , STR. NO. 3 | | | 0126 709-51821 LUMP| 6300.00000 6300.00| 6714.95000 6714.95| 7400.00000 7400.00 SURFACE SEAL , STR. NO. 4 | | | 0127 709-51821 LUMP| 6600.00000 6600.00| 7090.12000 7090.12| 6650.00000 6650.00 SURFACE SEAL , STR. NO. 5 | | | 0128 709-51821 LUMP| 3800.00000 3800.00| 3996.35000 3996.35| 3900.00000 3900.00 SURFACE SEAL , STR. NO. 6 | | | 0129 711-01786 270.000 EACH| 18.00000 4860.00| 16.31000 4403.70| 15.50000 4185.00 STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996254 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BERNS/WEDDLE/E & B PAVING J/|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 711-51038 LUMP| 63000.00000 63000.00| 64950.35000 64950.35| 74300.00000 74300.00 STRUCTURAL STEEL , STR. NO. 2 | | | 0131 711-51038 LUMP| 105000.00000 105000.00| 145519.40000 145519.40| 132000.00000 132000.00 STRUCTURAL STEEL , STR. NO. 4 | | | 0132 711-51038 LUMP| 316000.00000 316000.00| 481249.05000 481249.05| 739000.00000 739000.00 STRUCTURAL STEEL , STR. NO. 5 | | | 0133 711-51070 56.000 EACH| 20.19000 1130.64| 23.12000 1294.72| 105.00000 5880.00 ANCHOR PLATE, AP 1 | | | 0134 711-51075 10.000 EACH| 21.01000 210.10| 28.90000 289.00| 105.00000 1050.00 ANCHOR PLATE, AP2 | | | 0135 711-51080 6.000 EACH| 21.83000 130.98| 34.68000 208.08| 105.00000 630.00 ANCHOR PLATE, AP3 | | | 0136 711-51877 LUMP| 30000.00000 30000.00| 19520.94000 19520.94| 52500.00000 52500.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 2 | | | 0137 711-95290 5.400 m | 50.50000 272.70| 132.02000 712.91| 130.00000 702.00 FIELD WELDING | | | 0138 714-26702 81.600 m | 880.00000 71808.00| 776.00000 63321.60| 735.00000 59976.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0139 714-26717 208.600 m | 1500.00000 312900.00| 1477.00000 308102.20| 1275.00000 265965.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0140 715-03475 8.000 EACH| 383.59000 3068.72| 483.00000 3864.00| 359.78000 2878.24 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0141 715-03476 4.000 EACH| 706.15000 2824.60| 1046.00000 4184.00| 700.00000 2800.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0142 715-03584 5.000 EACH| 482.70000 2413.50| 569.00000 2845.00| 465.00000 2325.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0143 715-04612 83.000 m | 168.11000 13953.13| 156.00000 12948.00| 86.00000 7138.00 PIPE , RCP,II,DO.3=50, 300 mm, EXTENSION| | | 0144 715-05019 100.000 m | 135.64000 13564.00| 170.00000 17000.00| 175.00000 17500.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0145 715-05048 13836.000 m | 4.57000 63230.52| 6.63000 91732.68| 5.00000 69180.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0146 715-05053 5071.000 m | 25.25000 128042.75| 28.00000 141988.00| 26.00000 131846.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0147 715-05119 100.000 m | 64.47000 6447.00| 68.00000 6800.00| 72.00000 7200.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0148 715-05121 100.000 m | 72.24000 7224.00| 75.50000 7550.00| 88.00000 8800.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996254 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BERNS/WEDDLE/E & B PAVING J/|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 715-05123 184.000 m | 101.53000 18681.52| 120.00000 22080.00| 105.00000 19320.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0150 715-05125 100.000 m | 100.42000 10042.00| 141.50000 14150.00| 140.00000 14000.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0151 715-05151 333.000 m | 67.79000 22574.07| 71.70000 23876.10| 69.00000 22977.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0152 715-05169 32.000 m | 70.71000 2262.72| 71.70000 2294.40| 48.00000 1536.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0153 715-05203 54543.000 m | 3.51000 191445.93| 3.60000 196354.80| 3.75000 204536.25 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0154 715-05407 208.200 m | 18.69000 3891.26| 38.58000 8032.36| 15.50000 3227.10 PIPE, END BENT DRAIN, 150 mm | | | 0155 715-05422 232.000 m | 182.51000 42342.32| 164.00000 38048.00| 180.00000 41760.00 PIPE, SLOTTED DRAIN, 300 mm | | | 0156 715-05596 2.000 m | 169.00000 338.00| 435.00000 870.00| 130.00000 260.00 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0157 715-05756 8.000 m | 64.32000 514.56| 128.50000 1028.00| 85.00000 680.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0158 715-05889 8.400 m | 166.79000 1401.04| 302.00000 2536.80| 175.00000 1470.00 PIPE EXTENSION, CIRCULAR, 750 mm | | | 0159 715-05903 9.000 m | 217.18000 1954.62| 483.00000 4347.00| 110.00000 990.00 PIPE, RCP, CLASS II, D0.3=50, 375 mm | | | EXTENSION | | | 0160 715-06507 25.700 m | 117.50000 3019.75| 253.00000 6502.10| 120.00000 3084.00 PIPE, RCP, II, D0.3=60, 450 mm EXTENSION| | | 0161 715-06508 35.600 m | 194.70000 6931.32| 302.50000 10769.00| 165.00000 5874.00 PIPE, RCP, II, D0.3=50, 600 mm EXTENSION| | | 0162 715-07071 3.000 EACH| 1434.81000 4304.43| 1100.00000 3300.00| 1650.00000 4950.00 SAFETY METAL END SECTION, 4:1, 750 mm | | | 0163 715-44240 7.800 m3 | 671.22000 5235.52| 980.00000 7644.00| 1250.00000 9750.00 CONCRETE, A, STRUCTURES | | | 0164 715-46000 42.000 EACH| 225.52000 9471.84| 255.00000 10710.00| 250.00000 10500.00 PIPE END SECTION, 300 mm | | | 0165 715-46005 13.000 EACH| 225.52000 2931.76| 295.00000 3835.00| 275.00000 3575.00 PIPE END SECTION, 375 mm | | | 0166 715-46010 7.000 EACH| 252.73000 1769.11| 335.00000 2345.00| 280.00000 1960.00 PIPE END SECTION, 450 mm | | | 0167 715-46020 12.000 EACH| 291.59000 3499.08| 560.00000 6720.00| 325.00000 3900.00 PIPE END SECTION, 600 mm | | | 0168 715-46030 4.000 EACH| 437.32000 1749.28| 560.00000 2240.00| 480.00000 1920.00 PIPE END SECTION, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996254 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BERNS/WEDDLE/E & B PAVING J/|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0169 715-95325 20.000 m | 91.33000 1826.60| 100.00000 2000.00| 75.00000 1500.00 INVERT, CONCRETE PAVED | | | 0170 715-97691 2.000 EACH| 5479.01000 10958.02| 4970.00000 9940.00| 5400.00000 10800.00 GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0171 715-97692 2.000 EACH| 6384.49000 12768.98| 5855.00000 11710.00| 5400.00000 10800.00 GRATED BOX END SECTION, I, 4:1, 900 mm | | | 0172 715-98976 3.000 EACH| 5211.83000 15635.49| 5600.00000 16800.00| 5800.00000 17400.00 GRATED BOX END SECTION, II, 6:1, 600 mm | | | 0173 718-06526 3541.000 Mg | 40.00000 141640.00| 34.00000 120394.00| 35.00000 123935.00 HMA FOR UNDERDRAINS | | | 0174 718-06529 716.000 EACH| 454.50000 325422.00| 400.00000 286400.00| 475.00000 340100.00 OUTLET PROTECTOR, 2 | | | 0175 718-06531 22.000 EACH| 378.75000 8332.50| 375.00000 8250.00| 400.00000 8800.00 OUTLET PROTECTOR, 3 | | | 0176 718-06532 5000.000 m | 3.31000 16550.00| 3.00000 15000.00| 3.10000 15500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0177 718-52610 7490.000 m3 | 31.06000 232639.40| 43.00000 322070.00| 33.00000 247170.00 AGGREGATE FOR UNDERDRAINS | | | 0178 718-99153 129228.000 m2 | 0.91000 117597.48| 0.80000 103382.40| 1.00000 129228.00 GEOTEXTILES FOR UNDERDRAIN | | | 0179 720-44296 4.000 EACH| 364.16000 1456.64| 300.00000 1200.00| 450.00000 1800.00 CAP INLET | | | 0180 720-45030 1.000 EACH| 943.67000 943.67| 830.00000 830.00| 2075.00000 2075.00 INLET, E7 | | | 0181 720-45065 2.000 EACH| 1709.25000 3418.50| 2121.00000 4242.00| 2775.00000 5550.00 INLET, N12 | | | 0182 720-45069 10.000 EACH| 1020.42000 10204.20| 1305.00000 13050.00| 2775.00000 27750.00 INLET, P12 | | | 0183 720-45141 1.000 EACH| 1086.60000 1086.60| 1400.00000 1400.00| 5650.00000 5650.00 INLET, H5, MODIFIED | | | 0184 722-51401 60.000 m2 | 350.00000 21000.00| 285.61000 17136.60| 340.00000 20400.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0185 722-51842 4611.300 m2 | 50.00000 230565.00| 38.96000 179656.25| 48.00000 221342.40 BRIDGE DECK OVERLAY | | | 0186 722-51846 46.800 m3 | 434.50000 20334.60| 434.50000 20334.60| 434.50000 20334.60 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0187 722-51852 347.000 m2 | 50.00000 17350.00| 137.35000 47660.45| 90.00000 31230.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0188 722-60824 3811.900 m2 | 3.34000 12731.75| 6.63000 25272.90| 3.80000 14485.22 SURFACE MILLING | | | 0189 724-03276 81.500 m | 360.44000 29375.86| 44.44000 3621.86| 235.00000 19152.50 EXPANSION JOINT SEALING SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996254 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BERNS/WEDDLE/E & B PAVING J/|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 724-51925 29.000 m | 278.35000 8072.15| 164.28000 4764.12| 450.00000 13050.00 STRUCTURAL EXPANSION JOINT, SS | | | 0191 726-92406 5.000 EACH| 1071.86000 5359.30| 1082.64000 5413.20| 1050.00000 5250.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0192 728-98377 LUMP| 6803.64000 6803.64| 7329.35000 7329.35| 3300.00000 3300.00 MASONRY COATING | | | 0193 729-51875 6.900 m2 | 572.72000 3951.77| 268.80000 1854.72| 250.00000 1725.00 CONCRETE, A, PATCHING | | | 0194 801-01093 10.000 EACH| 1161.50000 11615.00| 1196.19000 11961.90| 1200.00000 12000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0195 801-01851 LUMP| 30517.85000 30517.85| 30215.69000 30215.69| 29000.00000 29000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0196 801-03290 8.000 EACH| 252.50000 2020.00| 271.86000 2174.88| 265.00000 2120.00 CONSTRUCTION SIGN, C | | | 0197 801-03291 13.000 EACH| 75.75000 984.75| 87.00000 1131.00| 80.00000 1040.00 CONSTRUCTION SIGN, D | | | 0198 801-04308 4.000 EACH| 757.50000 3030.00| 815.58000 3262.32| 775.00000 3100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0199 801-06203 42148.000 m | 0.22000 9272.56| 0.52000 21916.96| 0.60000 25288.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0200 801-06207 80595.000 m | 2.61000 210352.95| 2.00000 161190.00| 2.70000 217606.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0201 801-06469 15987.000 m | 4.83000 77217.21| 4.00000 63948.00| 5.30000 84731.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0202 801-06577 24.000 m | 20.20000 484.80| 40.00000 960.00| 42.00000 1008.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0203 801-06605 6.000 EACH| 126.25000 757.50| 135.93000 815.58| 132.00000 792.00 BARRICADE, IIIA | | | 0204 801-06606 27.000 EACH| 146.45000 3954.15| 157.68000 4257.36| 150.00000 4050.00 BARRICADE, IIIB | | | 0205 801-06625 26.000 EACH| 70.70000 1838.20| 97.87000 2544.62| 74.00000 1924.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0206 801-06640 93.000 EACH| 174.73000 16249.89| 190.30000 17697.90| 180.00000 16740.00 CONSTRUCTION SIGN, A | | | 0207 801-06645 27.000 EACH| 55.55000 1499.85| 65.25000 1761.75| 58.00000 1566.00 CONSTRUCTION SIGN, B | | | 0208 801-06710 1080.000 DAY | 12.63000 13640.40| 10.00000 10800.00| 13.25000 14310.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996254 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BERNS/WEDDLE/E & B PAVING J/|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0209 801-06775 LUMP| 150000.00000 150000.00| 493057.76000 493057.76| 210000.00000 210000.00 MAINTAINING TRAFFIC | | | 0210 802-05701 196.550 m | 22.52000 4426.31| 22.30000 4383.07| 22.00000 4324.10 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0211 802-05702 925.750 m | 17.52000 16219.14| 17.35000 16061.76| 17.00000 15737.75 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0212 802-05706 95.750 m | 25.25000 2417.69| 25.00000 2393.75| 25.00000 2393.75 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0213 802-07057 591.300 m2 | 123.79000 73197.03| 122.56000 72469.73| 125.00000 73912.50 SIGN, PANEL, WITH LEGEND | | | 0214 802-07060 150.000 EACH| 19.37000 2905.50| 19.18000 2877.00| 16.00000 2400.00 SIGN, SHEET, RELOCATE | | | 0215 802-07137 10.000 EACH| 174.72000 1747.20| 172.99000 1729.90| 155.00000 1550.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0216 802-07138 8.450 EACH| 174.72000 1476.38| 172.99000 1461.77| 155.00000 1309.75 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0217 802-07151 40.000 EACH| 174.61000 6984.40| 172.88000 6915.20| 155.00000 6200.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0218 802-07152 4.000 EACH| 203.38000 813.52| 201.37000 805.48| 185.00000 740.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, X | | | 0219 802-07158 3.000 EACH| 2772.52000 8317.56| 2745.07000 8235.21| 2650.00000 7950.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0220 802-76025 69.390 m2 | 69.69000 4835.79| 69.00000 4787.91| 70.00000 4857.30 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0221 802-76035 170.969 m2 | 64.14000 10965.95| 63.50000 10856.53| 66.00000 11283.95 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0222 802-76045 18.446 m2 | 91.91000 1695.37| 91.00000 1678.59| 95.00000 1752.37 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0223 802-76065 36.480 m | 3.05000 111.26| 3.02000 110.17| 2.90000 105.79 SIGN POST, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996254 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BERNS/WEDDLE/E & B PAVING J/|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0224 802-76095 8680.020 kg | 3.56000 30900.87| 3.52000 30553.67| 3.50000 30380.07 STRUCTURAL STEEL, BREAKAWAY | | | 0225 802-76140 4.000 EACH| 15240.97000 60963.88| 15090.07000 60360.28| 15500.00000 62000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0226 802-76175 15.600 m | 344.45000 5373.42| 341.04000 5320.22| 350.00000 5460.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0227 802-94674 6.000 EACH| 884.78000 5308.68| 876.02000 5256.12| 850.00000 5100.00 BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION | | | 0228 802-96800 9046.000 EACH| 1.86000 16825.56| 2.00000 18092.00| 2.10000 18996.60 SHEAR STUD CONNECTOR | | | 0229 804-06770 738.000 EACH| 16.16000 11926.08| 10.60000 7822.80| 16.50000 12177.00 DELINEATOR POST | | | 0230 805-04977 5.000 EACH| 8145.02000 40725.10| 8064.38000 40321.90| 8350.00000 41750.00 MICROLOOP DETECTOR STATION | | | 0231 805-06107 16.000 EACH| 33.31000 532.96| 32.98000 527.68| 33.00000 528.00 PADLOCK | | | 0232 805-06136 5.000 EACH| 4346.54000 21732.70| 4303.50000 21517.50| 4500.00000 22500.00 LOCAL INDUCTANCE DET AFP | | | 0233 805-06592 227.000 m | 42.23000 9586.21| 41.81000 9490.87| 37.00000 8399.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0234 805-06595 903.000 m | 11.49000 10375.47| 11.38000 10276.14| 10.00000 9030.00 CONDUIT, PVC, 50 mm | | | 0235 805-06600 163.000 m | 54.70000 8916.10| 54.16000 8828.08| 46.00000 7498.00 CONDUIT, PVC, 75 mm | | | 0236 805-06600 110.000 m | 54.70000 6017.00| 54.16000 5957.60| 48.00000 5280.00 CONDUIT, PVC, 75 mm , DIRECTIONAL PUSH | | | 0237 805-07074 4.000 EACH| 15845.52000 63382.08| 15688.63000 62754.52| 16000.00000 64000.00 ITS CONTROLLER CABINET | | | 0238 805-07075 4.000 EACH| 969.64000 3878.56| 960.04000 3840.16| 850.00000 3400.00 ITS CABINET FOUNDATION | | | 0239 805-07077 3.000 EACH| 10062.22000 30186.66| 9962.59000 29887.77| 10000.00000 30000.00 CAMERA LOWERING SYSTEM, ITS, 15.24 m | | | 0240 805-07078 1.000 EACH| 23165.36000 23165.36| 22936.00000 22936.00| 24000.00000 24000.00 CAMERA LOWERING SYSTEM, ITS, 30.48 m | | | 0241 805-86810 2.000 EACH| 3442.11000 6884.22| 3408.03000 6816.06| 3500.00000 7000.00 SERVICE POINT, II | | | 0242 805-86820 16.000 EACH| 576.72000 9227.52| 571.01000 9136.16| 550.00000 8800.00 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996254 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BERNS/WEDDLE/E & B PAVING J/|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0243 805-86889 580.000 m | 1.36000 788.80| 1.35000 783.00| 1.25000 725.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0244 805-86920 24.000 EACH| 7.87000 188.88| 7.79000 186.96| 7.00000 168.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0245 805-86925 12.000 EACH| 17.30000 207.60| 17.13000 205.56| 16.00000 192.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0246 805-86930 24.000 EACH| 6.65000 159.60| 6.58000 157.92| 5.75000 138.00 INSULATING LINK, NOT WATERPROOFED | | | 0247 805-86935 36.000 EACH| 16.92000 609.12| 16.75000 603.00| 16.00000 576.00 INSULATING LINK, WATERPROOFED | | | 0248 805-86955 10.000 EACH| 177.27000 1772.70| 175.51000 1755.10| 155.00000 1550.00 CABLE DUCT MARKER | | | 0249 805-91706 20.000 EACH| 101.00000 2020.00| 50.18000 1003.60| 31.00000 620.00 ANCHOR BOLT, REPAIR | | | 0250 805-98335 2050.000 m | 13.03000 26711.50| 12.90000 26445.00| 12.00000 24600.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0251 805-98336 80.000 m | 13.03000 1042.40| 12.90000 1032.00| 12.00000 960.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0252 807-02191 37.000 EACH| 310.48000 11487.76| 307.41000 11374.17| 290.00000 10730.00 HANDHOLE, LIGHTING | | | 0253 807-04651 494.000 m | 2.92000 1442.48| 2.89000 1427.66| 2.75000 1358.50 WIRE | | | 0254 807-04652 4.000 EACH| 1828.17000 7312.68| 1810.07000 7240.28| 1650.00000 6600.00 SERVICE POINT , ATMS | | | 0255 807-06109 5.000 EACH| 736.59000 3682.95| 729.30000 3646.50| 770.00000 3850.00 TRANSIENT VOLTAGE SURGE SUPPRESSOR | | | 0256 807-78590 7.000 EACH| 640.36000 4482.52| 634.02000 4438.14| 610.00000 4270.00 HANDHOLE | | | 0257 807-82016 2.000 EACH| 786.33000 1572.66| 778.54000 1557.08| 670.00000 1340.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0258 807-84804 9.000 EACH| 1028.19000 9253.71| 1018.01000 9162.09| 1050.00000 9450.00 LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0259 807-84814 6.000 EACH| 1097.07000 6582.42| 1086.21000 6517.26| 1100.00000 6600.00 LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996254 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BERNS/WEDDLE/E & B PAVING J/|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 807-86620 16.000 EACH| 208.06000 3328.96| 206.00000 3296.00| 205.00000 3280.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0261 807-86790 4.000 EACH| 374.71000 1498.84| 371.00000 1484.00| 375.00000 1500.00 LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0262 807-86910 18.000 EACH| 30.52000 549.36| 30.22000 543.96| 30.00000 540.00 CONNECTOR KIT, UNFUSED | | | 0263 807-86915 20.000 EACH| 31.63000 632.60| 31.32000 626.40| 31.00000 620.00 CONNECTOR KIT, FUSED | | | 0264 807-86950 18.000 EACH| 50.40000 907.20| 49.90000 898.20| 45.00000 810.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0265 808-01226 4807.000 EACH| 5.00000 24035.00| 3.00000 14421.00| 1.00000 4807.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0266 808-06702 8007.000 m | 1.04000 8327.28| 2.00000 16014.00| 2.10000 16814.70 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0267 808-06703 35532.000 m | 0.83000 29491.56| 1.13000 40151.16| 1.20000 42638.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0268 808-06705 3607.000 m | 1.66000 5987.62| 4.00000 14428.00| 4.25000 15329.75 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0269 808-06716 17490.000 m | 0.81000 14166.90| 1.20000 20988.00| 1.25000 21862.50 LINE, REMOVE | | | 0270 808-75245 64663.000 m | 0.83000 53670.29| 0.01000 646.63| 0.01000 646.63 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0271 808-75272 259.000 m | 8.99000 2328.41| 15.00000 3885.00| 15.50000 4014.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0272 808-75297 127.000 m | 8.99000 1141.73| 20.00000 2540.00| 21.00000 2667.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0273 808-75320 8.000 EACH| 49.49000 395.92| 300.00000 2400.00| 315.00000 2520.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0274 805-05406 4.000 EACH| 22001.18000 88004.72| 21783.35000 87133.40| 21800.00000 87200.00 DATA COLLECTION SITE , 4 LANE | | | 0275 621-06565 225.000 Mg | 408.04000 91809.00| 404.00000 90900.00| 425.00000 95625.00 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 99-9996254 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |BERNS/WEDDLE/E & B PAVING J/|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0276 207-06499 160155.000 m2 | 2.80000 448434.00| 3.01000 482066.55| 3.85000 616596.75 SUBGRADE TREATMENT , A | | | 0277 202-99187 9103.000 m | 3.28000 29857.84| 2.50000 22757.50| 2.90000 26398.70 FENCE, FARM FIELD, REMOVE | | | 0278 621-01004 4.000 EACH| 303.00000 1212.00| 300.00000 1200.00| 315.00000 1260.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0279 402-05477 892.000 Mg | 50.00000 44600.00| 41.00000 36572.00| 47.00000 41924.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0280 402-05474 2289.000 Mg | 39.00000 89271.00| 32.50000 74392.50| 32.60000 74621.40 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0281 202-60822 28644.900 m2 | 0.71000 20337.88| 0.95000 27212.66| 1.05000 30077.15 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | SECTION TOTALS | $ 23,457,495.00| $ 24,490,985.30| $ 24,635,265.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 23,457,495.00| $ 24,490,985.30| $ 24,635,265.24 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LIGHTING INSTALLATION | | | 0001 105-06845 LUMP| 185381.00000 185381.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 26.000 MOS | 1710.30000 44467.80| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 644525.00000 644525.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 140762.30000 140762.30| | CLEARING RIGHT OF WAY | | | 0005 202-01032 8.000 EACH| 2559.30000 20474.40| | SAND BARREL ARRAY, REMOVE | | | 0006 202-02240 44216.400 m2 | 9.80000 433320.72| | PAVEMENT, REMOVE | | | 0007 202-02241 6242.000 m | 5.55000 34643.10| | GUARDRAIL, REMOVE | | | 0008 202-02272 20.200 m | 42.65000 861.53| | PAVED SIDE DITCH, REMOVE | | | 0009 202-02277 661.400 m | 13.85000 9160.39| | GUTTER, LIP, REMOVE | | | 0010 202-03783 32.000 EACH| 234.60000 7507.20| | SIGN, PANEL, REMOVE | | | 0011 202-51328 LUMP| 90642.40000 90642.40| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0012 202-51328 LUMP| 79978.60000 79978.60| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0013 202-51328 LUMP| 8531.00000 8531.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0014 202-51328 LUMP| 53319.05000 53319.05| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0015 202-51328 LUMP| 63982.85000 63982.85| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 6 | | | 0016 202-51330 LUMP| 90642.40000 90642.40| | PRESENT STRUCTURE, REMOVE , STR. NO. 5 | | | 0017 202-51368 52.000 m2 | 23.45000 1219.40| | SLOPEWALL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 202-51822 999.000 m2 | 10.65000 10639.35| | BRIDGE DECK OVERLAY, REMOVE | | | 0019 202-60820 193642.000 m2 | 2.55000 493787.10| | SURFACE MILLING, ASPHALT | | | 0020 202-74040 35.000 EACH| 132.25000 4628.75| | SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0021 202-74045 235.000 EACH| 8.30000 1950.50| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0022 202-74050 5.000 EACH| 191.95000 959.75| | SIGN, OVERHEAD, REMOVE | | | 0023 202-91840 18288.000 m | 4.05000 74066.40| | FENCE, CHAIN LINK, REMOVE | | | 0024 202-93483 4.000 EACH| 447.90000 1791.60| | BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION, REMOVE | | | 0025 202-93974 3.000 EACH| 693.15000 2079.45| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0026 202-94954 235.000 m | 67.20000 15792.00| | BARRIER WALL, CONCRETE, REMOVE | | | 0027 202-96479 618.000 EACH| 10.65000 6581.70| | BOLT, REMOVE | | | 0028 203-02000 118910.000 m3 | 14.60000 1736086.00| | EXCAVATION, COMMON | | | 0030 203-02080 0.400 km | 21327.65000 8531.06| | LINEAR GRADING | | | 0032 203-51223 180.000 m3 | 16.00000 2880.00| | EXCAVATION, WATERWAY | | | 0033 205-02224 57.000 m | 5.65000 322.05| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0034 205-02234 53.000 EACH| 53.30000 2824.90| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0035 205-02236 83.000 EACH| 53.30000 4423.90| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0036 206-51230 705.300 m3 | 104.20000 73492.26| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0037 211-02060 3222.000 m3 | 22.95000 73944.90| | B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 211-06467 191.600 m3 | 66.10000 12664.76| | AGGREGATE FOR END BENT BACKFILL | | | 0039 213-52830 5.000 m3 | 170.60000 853.00| | FLOWABLE MORTAR | | | 0040 303-02051 15.000 Mg | 26.65000 399.75| | STONE, 2 | | | 0041 303-52308 25087.400 Mg | 18.65000 467880.01| | COMPACTED AGGREGATE, O, 53 | | | 0042 305-03055 5.000 Mg | 769.95000 3849.75| | SPECIAL JOINT PATCHING MATERIAL | | | 0043 311-06465 189145.000 m2 | 0.50000 94572.50| | PCCP CRACKING AND SEATING | | | 0044 401-05437 92680.000 Mg | 31.15000 2886982.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0045 401-05455 87010.000 Mg | 32.10000 2793021.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0046 401-05456 33646.000 Mg | 51.20000 1722675.20| | QC/QA HMA SURFACE 9.5 mm, MAINLINE - SMA| | | 0047 401-05459 7520.000 Mg | 35.10000 263952.00| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0048 401-05463 10710.000 Mg | 31.50000 337365.00| | QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0049 401-05464 7894.000 Mg | 31.65000 249845.10| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0050 401-05467 67120.000 m | 0.25000 16780.00| | MILLED HMA CORRUGATIONS | | | 0051 401-06264 LUMP| 18969.00000 18969.00| | PROFILOGRAPH, HMA | | | 0052 402-05470 27497.000 Mg | 28.35000 779539.95| | HMA BASE C25.0 mm, MAINLINE | | | 0053 402-05481 17844.000 Mg | 29.50000 526398.00| | HMA BASE 25.0 mm, SHOULDER | | | 0054 402-05483 4241.000 Mg | 33.00000 139953.00| | HMA BASE C25.0 mm, SHOULDER | | | 0055 402-05487 5452.000 Mg | 33.00000 179916.00| | HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0056 402-05490 2740.700 Mg | 34.85000 95513.40| | HMA SURFACE 9.5 mm, SHOULDER | | | 0057 402-05495 21685.000 Mg | 32.90000 713436.50| | HMA WEDGE AND LEVEL | | | 0058 406-05520 506.000 Mg | 151.50000 76659.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 406-05521 1768.000 m2 | 0.05000 88.40| | ASPHALT FOR TACK COAT | | | 0060 501-06266 LUMP| 533.20000 533.20| | PROFILOGRAPH, PCCP | | | 0061 506-06333 100.000 m2 | 191.95000 19195.00| | PCCP PATCHING, FULL DEPTH | | | 0062 601-01522 35.000 EACH| 1199.70000 41989.50| | GUARDRAIL TRANSITION TYPE TGB | | | 0063 601-02103 217.200 m | 40.10000 8709.72| | GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0064 601-05999 18.000 EACH| 42.65000 767.70| | CURVED TERMINAL END | | | 0065 601-06233 12.000 EACH| 6611.55000 79338.60| | IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0066 601-06233 1.000 EACH| 693.15000 693.15| | IMPACT ATTENUATOR, ED, W1, TL-3 , SPARE | | | PARTS PACKAGE | | | 0067 601-06248 1.000 EACH| 43721.65000 43721.65| | IMPACT ATTENUATOR, R2, W3, TL-3 | | | 0068 601-06248 1.000 EACH| 14929.35000 14929.35| | IMPACT ATTENUATOR, R2, W3, TL-3 , SPARE | | | PARTS PACKAGE | | | 0069 601-07023 2.000 EACH| 6558.25000 13116.50| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0070 601-94689 55.000 EACH| 1999.45000 109969.75| | GUARDRAIL END TREATMENT, OS | | | 0071 601-94690 8.000 EACH| 3001.85000 24014.80| | GUARDRAIL END TREATMENT, MS | | | 0072 601-97774 10.000 EACH| 778.45000 7784.50| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0073 601-97803 2.000 EACH| 2132.75000 4265.50| | GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0074 601-99105 12627.185 m | 29.00000 366188.37| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0075 601-99123 15.000 EACH| 1994.15000 29912.25| | GUARDRAIL TRANSITION, GP | | | 0076 602-02476 235.000 m | 197.30000 46365.50| | BARRIER, CONCRETE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 602-06639 545.400 m | 188.35000 102726.09| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0078 602-06646 15213.000 m | 53.35000 811613.55| | TEMPORARY CONCRETE BARRIER | | | 0079 602-06729 288.000 EACH| 6.40000 1843.20| | BARRIER DELINEATOR | | | 0080 602-91266 86.000 m | 191.95000 16507.70| | MEDIAN BARRIER, CONCRETE, MODIFIED | | | 0081 603-06040 9103.000 m | 10.65000 96946.95| | FENCE, FARM FIELD, 1190 mm | | | 0082 603-06045 18288.000 m | 22.65000 414223.20| | FENCE, CHAIN LINK, 1220 mm | | | 0083 607-06335 21.000 m | 159.95000 3358.95| | PAVED SIDE DITCH, A | | | 0084 610-05527 947.000 Mg | 56.00000 53032.00| | HMA FOR APPROACHES | | | 0085 610-06259 2166.100 m2 | 46.90000 101590.09| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0086 611-52817 7.000 EACH| 8150.00000 57050.00| | TEMPORARY CROSSOVER, B | | | 0087 611-52817 1.000 EACH| 2595.00000 2595.00| | TEMPORARY CROSSOVER, B , REFURBISH | | | 0088 611-91761 2.000 EACH| 8150.00000 16300.00| | TEMPORARY CROSSOVER, A | | | 0089 615-06505 2.000 EACH| 442.55000 885.10| | MONUMENT, B | | | 0090 615-06510 55.000 EACH| 325.25000 17888.75| | MONUMENT, C | | | 0091 616-02320 804.600 m2 | 2.15000 1729.89| | GEOTEXTILES | | | 0092 616-05688 25.000 Mg | 42.65000 1066.25| | RIPRAP, CLASS 1 | | | 0093 616-05689 1515.000 Mg | 32.00000 48480.00| | RIPRAP, CLASS 2 | | | 0094 616-06405 998.000 Mg | 22.40000 22355.20| | RIPRAP, REVETMENT | | | 0095 616-06455 20.000 m2 | 55.45000 1109.00| | SLOPEWALL | | | 0096 616-51366 275.000 m2 | 66.10000 18177.50| | SLOPEWALL, CONCRETE, 125 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 616-51367 280.000 m2 | 61.85000 17318.00| | SLOPEWALL, CONCRETE, 100 mm | | | 0098 621-06545 45.000 Mg | 564.10000 25384.50| | FERTILIZER | | | 0099 621-06553 9500.000 kg | 5.95000 56525.00| | SEED MIXTURE, R | | | 0100 621-06559 6390.000 m2 | 0.35000 2236.50| | MULCHED SEEDING, R | | | 0101 621-06567 286.000 kL | 0.60000 171.60| | WATER | | | 0102 621-06574 16032.000 m2 | 3.15000 50500.80| | SODDING | | | 0103 701-01849 630.300 m | 92.80000 58491.84| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0104 701-03753 260.000 m | 101.30000 26338.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0105 702-51005 389.400 m3 | 677.15000 263682.21| | CONCRETE, A, SUBSTRUCTURE | | | 0106 702-51015 109.100 m3 | 293.25000 31993.58| | CONCRETE, B, FOOTINGS | | | 0107 702-51100 674.000 kg | 16.00000 10784.00| | DRAIN PIPE, CAST IRON, 150 mm | | | 0108 702-51110 2385.000 kg | 8.00000 19080.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0109 702-51863 3005.000 EACH| 11.20000 33656.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0110 703-03622 36.000 EACH| 20.25000 729.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0111 703-06029 183808.000 kg | 1.15000 211379.20| | REINFORCING BARS, EPOXY COATED | | | 0112 703-51030 12997.000 kg | 1.05000 13646.85| | REINFORCING STEEL | | | 0113 703-51032 70170.000 kg | 1.25000 87712.50| | REINFORCING STEEL, EPOXY COATED | | | 0114 703-97936 1220.000 EACH| 19.20000 23424.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0115 704-05892 486.100 m3 | 517.20000 251410.92| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 704-51002 301.400 m3 | 495.85000 149449.19| | CONCRETE, C, SUPERSTRUCTURE | | | 0117 706-05732 16.000 EACH| 1706.20000 27299.20| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0118 706-05734 24.000 EACH| 1706.20000 40948.80| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0119 706-51020 292.800 m3 | 586.50000 171727.20| | CONCRETE, C, RAILING | | | 0120 706-51025 156.000 m | 197.30000 30778.80| | CONCRETE, C, RAILING | | | 0121 707-05973 218.000 m2 | 362.55000 79035.90| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 914 mm | | | 0122 709-04647 LUMP| 25790.45000 25790.45| | FIBER WRAP CONCRETE CASING SYSTEM | | | 0123 709-51821 LUMP| 4532.10000 4532.10| | SURFACE SEAL , STR. NO. 1 | | | 0124 709-51821 LUMP| 9544.10000 9544.10| | SURFACE SEAL , STR. NO. 2 | | | 0125 709-51821 LUMP| 3934.95000 3934.95| | SURFACE SEAL , STR. NO. 3 | | | 0126 709-51821 LUMP| 7443.35000 7443.35| | SURFACE SEAL , STR. NO. 4 | | | 0127 709-51821 LUMP| 6707.50000 6707.50| | SURFACE SEAL , STR. NO. 5 | | | 0128 709-51821 LUMP| 3998.90000 3998.90| | SURFACE SEAL , STR. NO. 6 | | | 0129 711-01786 270.000 EACH| 16.00000 4320.00| | STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0130 711-51038 LUMP| 74646.70000 74646.70| | STRUCTURAL STEEL , STR. NO. 2 | | | 0131 711-51038 LUMP| 133297.65000 133297.65| | STRUCTURAL STEEL , STR. NO. 4 | | | 0132 711-51038 LUMP| 745867.20000 745867.20| | STRUCTURAL STEEL , STR. NO. 5 | | | 0133 711-51070 56.000 EACH| 106.65000 5972.40| | ANCHOR PLATE, AP 1 | | | 0134 711-51075 10.000 EACH| 106.65000 1066.50| | ANCHOR PLATE, AP2 | | | 0135 711-51080 6.000 EACH| 106.65000 639.90| | ANCHOR PLATE, AP3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0136 711-51877 LUMP| 53319.05000 53319.05| | JACKING AND SUPPORTING BEAMS , STR. NO. | | | 2 | | | 0137 711-95290 5.400 m | 133.30000 719.82| | FIELD WELDING | | | 0138 714-26702 81.600 m | 1184.75000 96675.60| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0139 714-26717 208.600 m | 2102.90000 438664.94| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0140 715-03475 8.000 EACH| 362.55000 2900.40| | SAFETY METAL END SECTION, 4:1, 375 mm | | | 0141 715-03476 4.000 EACH| 709.15000 2836.60| | SAFETY METAL END SECTION, 4:1, 600 mm | | | 0142 715-03584 5.000 EACH| 538.50000 2692.50| | SAFETY METAL END SECTION, 4:1, 450 mm | | | 0143 715-04612 83.000 m | 98.10000 8142.30| | PIPE , RCP,II,DO.3=50, 300 mm, EXTENSION| | | 0144 715-05019 100.000 m | 203.70000 20370.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0145 715-05048 13836.000 m | 10.15000 140435.40| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0146 715-05053 5071.000 m | 32.00000 162272.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0147 715-05119 100.000 m | 102.35000 10235.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0148 715-05121 100.000 m | 114.10000 11410.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0149 715-05123 184.000 m | 142.90000 26293.60| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0150 715-05125 100.000 m | 173.80000 17380.00| | PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0151 715-05151 333.000 m | 102.35000 34082.55| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0152 715-05169 32.000 m | 102.35000 3275.20| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0153 715-05203 54543.000 m | 9.80000 534521.40| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0154 715-05407 208.200 m | 16.00000 3331.20| | PIPE, END BENT DRAIN, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 715-05422 232.000 m | 195.15000 45274.80| | PIPE, SLOTTED DRAIN, 300 mm | | | 0156 715-05596 2.000 m | 319.90000 639.80| | PIPE EXTENSION, CIRCULAR, 450 mm | | | 0157 715-05756 8.000 m | 159.95000 1279.60| | PIPE EXTENSION, CIRCULAR, 300 mm | | | 0158 715-05889 8.400 m | 346.55000 2911.02| | PIPE EXTENSION, CIRCULAR, 750 mm | | | 0159 715-05903 9.000 m | 172.75000 1554.75| | PIPE, RCP, CLASS II, D0.3=50, 375 mm | | | EXTENSION | | | 0160 715-06507 25.700 m | 182.35000 4686.40| | PIPE, RCP, II, D0.3=60, 450 mm EXTENSION| | | 0161 715-06508 35.600 m | 213.30000 7593.48| | PIPE, RCP, II, D0.3=50, 600 mm EXTENSION| | | 0162 715-07071 3.000 EACH| 1052.50000 3157.50| | SAFETY METAL END SECTION, 4:1, 750 mm | | | 0163 715-44240 7.800 m3 | 799.80000 6238.44| | CONCRETE, A, STRUCTURES | | | 0164 715-46000 42.000 EACH| 332.70000 13973.40| | PIPE END SECTION, 300 mm | | | 0165 715-46005 13.000 EACH| 362.55000 4713.15| | PIPE END SECTION, 375 mm | | | 0166 715-46010 7.000 EACH| 533.20000 3732.40| | PIPE END SECTION, 450 mm | | | 0167 715-46020 12.000 EACH| 693.15000 8317.80| | PIPE END SECTION, 600 mm | | | 0168 715-46030 4.000 EACH| 1045.05000 4180.20| | PIPE END SECTION, 750 mm | | | 0169 715-95325 20.000 m | 175.95000 3519.00| | INVERT, CONCRETE PAVED | | | 0170 715-97691 2.000 EACH| 6398.25000 12796.50| | GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0171 715-97692 2.000 EACH| 6744.85000 13489.70| | GRATED BOX END SECTION, I, 4:1, 900 mm | | | 0172 715-98976 3.000 EACH| 4692.05000 14076.15| | GRATED BOX END SECTION, II, 6:1, 600 mm | | | 0173 718-06526 3541.000 Mg | 39.30000 139161.30| | HMA FOR UNDERDRAINS | | | 0174 718-06529 716.000 EACH| 533.20000 381771.20| | OUTLET PROTECTOR, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 718-06531 22.000 EACH| 709.15000 15601.30| | OUTLET PROTECTOR, 3 | | | 0176 718-06532 5000.000 m | 3.65000 18250.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0177 718-52610 7490.000 m3 | 33.05000 247544.50| | AGGREGATE FOR UNDERDRAINS | | | 0178 718-99153 129228.000 m2 | 1.05000 135689.40| | GEOTEXTILES FOR UNDERDRAIN | | | 0179 720-44296 4.000 EACH| 479.85000 1919.40| | CAP INLET | | | 0180 720-45030 1.000 EACH| 1066.40000 1066.40| | INLET, E7 | | | 0181 720-45065 2.000 EACH| 2346.05000 4692.10| | INLET, N12 | | | 0182 720-45069 10.000 EACH| 1173.00000 11730.00| | INLET, P12 | | | 0183 720-45141 1.000 EACH| 1759.55000 1759.55| | INLET, H5, MODIFIED | | | 0184 722-51401 60.000 m2 | 346.55000 20793.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0185 722-51842 4611.300 m2 | 48.00000 221342.40| | BRIDGE DECK OVERLAY | | | 0186 722-51846 46.800 m3 | 434.50000 20334.60| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0187 722-51852 347.000 m2 | 90.65000 31455.55| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0188 722-60824 3811.900 m2 | 8.05000 30685.80| | SURFACE MILLING | | | 0189 724-03276 81.500 m | 239.95000 19555.93| | EXPANSION JOINT SEALING SYSTEM | | | 0190 724-51925 29.000 m | 453.20000 13142.80| | STRUCTURAL EXPANSION JOINT, SS | | | 0191 726-92406 5.000 EACH| 1066.40000 5332.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0192 728-98377 LUMP| 3406.00000 3406.00| | MASONRY COATING | | | 0193 729-51875 6.900 m2 | 250.60000 1729.14| | CONCRETE, A, PATCHING | | | 0194 801-01093 10.000 EACH| 1226.35000 12263.50| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 801-01851 LUMP| 15142.60000 15142.60| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0196 801-03290 8.000 EACH| 266.60000 2132.80| | CONSTRUCTION SIGN, C | | | 0197 801-03291 13.000 EACH| 80.00000 1040.00| | CONSTRUCTION SIGN, D | | | 0198 801-04308 4.000 EACH| 799.80000 3199.20| | ROAD CLOSURE SIGN ASSEMBLY | | | 0199 801-06203 42148.000 m | 0.55000 23181.40| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0200 801-06207 80595.000 m | 2.65000 213576.75| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0201 801-06469 15987.000 m | 5.35000 85530.45| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0202 801-06577 24.000 m | 42.65000 1023.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0203 801-06605 6.000 EACH| 133.30000 799.80| | BARRICADE, IIIA | | | 0204 801-06606 27.000 EACH| 154.65000 4175.55| | BARRICADE, IIIB | | | 0205 801-06625 26.000 EACH| 74.65000 1940.90| | DETOUR ROUTE MARKER ASSEMBLY | | | 0206 801-06640 93.000 EACH| 184.50000 17158.50| | CONSTRUCTION SIGN, A | | | 0207 801-06645 27.000 EACH| 58.65000 1583.55| | CONSTRUCTION SIGN, B | | | 0208 801-06710 1080.000 DAY | 13.35000 14418.00| | FLASHING ARROW SIGN | | | 0209 801-06775 LUMP| 347679.00000 347679.00| | MAINTAINING TRAFFIC | | | 0210 802-05701 196.550 m | 23.90000 4697.55| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0211 802-05702 925.750 m | 15.05000 13932.54| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0212 802-05706 95.750 m | 24.20000 2317.15| | SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0213 802-07057 591.300 m2 | 175.95000 104039.24| | SIGN, PANEL, WITH LEGEND | | | 0214 802-07060 150.000 EACH| 64.00000 9600.00| | SIGN, SHEET, RELOCATE | | | 0215 802-07137 10.000 EACH| 213.30000 2133.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0216 802-07138 8.450 EACH| 239.95000 2027.58| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0217 802-07151 40.000 EACH| 234.60000 9384.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0218 802-07152 4.000 EACH| 266.60000 1066.40| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, X | | | 0219 802-07158 3.000 EACH| 1983.45000 5950.35| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0220 802-76025 69.390 m2 | 106.65000 7400.44| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0221 802-76035 170.969 m2 | 106.65000 18233.84| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0222 802-76045 18.446 m2 | 133.30000 2458.85| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0223 802-76065 36.480 m | 7.45000 271.78| | SIGN POST, B | | | 0224 802-76095 8680.020 kg | 4.80000 41664.10| | STRUCTURAL STEEL, BREAKAWAY | | | 0225 802-76140 4.000 EACH| 16848.80000 67395.20| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0226 802-76175 15.600 m | 533.20000 8317.92| | WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0227 802-94674 6.000 EACH| 661.15000 3966.90| | BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0228 802-96800 9046.000 EACH| 1.85000 16735.10| | SHEAR STUD CONNECTOR | | | 0229 804-06770 738.000 EACH| 17.05000 12582.90| | DELINEATOR POST | | | 0230 805-04977 5.000 EACH| 245.25000 1226.25| | MICROLOOP DETECTOR STATION | | | 0231 805-06107 16.000 EACH| 32.00000 512.00| | PADLOCK | | | 0232 805-06136 5.000 EACH| 4073.60000 20368.00| | LOCAL INDUCTANCE DET AFP | | | 0233 805-06592 227.000 m | 32.00000 7264.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0234 805-06595 903.000 m | 2.75000 2483.25| | CONDUIT, PVC, 50 mm | | | 0235 805-06600 163.000 m | 20.70000 3374.10| | CONDUIT, PVC, 75 mm | | | 0236 805-06600 110.000 m | 45.85000 5043.50| | CONDUIT, PVC, 75 mm , DIRECTIONAL PUSH | | | 0237 805-07074 4.000 EACH| 17488.65000 69954.60| | ITS CONTROLLER CABINET | | | 0238 805-07075 4.000 EACH| 586.50000 2346.00| | ITS CABINET FOUNDATION | | | 0239 805-07077 3.000 EACH| 10503.85000 31511.55| | CAMERA LOWERING SYSTEM, ITS, 15.24 m | | | 0240 805-07078 1.000 EACH| 42122.05000 42122.05| | CAMERA LOWERING SYSTEM, ITS, 30.48 m | | | 0241 805-86810 2.000 EACH| 4052.25000 8104.50| | SERVICE POINT, II | | | 0242 805-86820 16.000 EACH| 891.40000 14262.40| | CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0243 805-86889 580.000 m | 0.75000 435.00| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0244 805-86920 24.000 EACH| 23.90000 573.60| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0245 805-86925 12.000 EACH| 37.85000 454.20| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0246 805-86930 24.000 EACH| 20.15000 483.60| | INSULATING LINK, NOT WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -30 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0247 805-86935 36.000 EACH| 39.55000 1423.80| | INSULATING LINK, WATERPROOFED | | | 0248 805-86955 10.000 EACH| 53.30000 533.00| | CABLE DUCT MARKER | | | 0249 805-91706 20.000 EACH| 32.00000 640.00| | ANCHOR BOLT, REPAIR | | | 0250 805-98335 2050.000 m | 13.35000 27367.50| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0251 805-98336 80.000 m | 13.35000 1068.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0252 807-02191 37.000 EACH| 661.15000 24462.55| | HANDHOLE, LIGHTING | | | 0253 807-04651 494.000 m | 5.25000 2593.50| | WIRE | | | 0254 807-04652 4.000 EACH| 3412.40000 13649.60| | SERVICE POINT , ATMS | | | 0255 807-06109 5.000 EACH| 906.40000 4532.00| | TRANSIENT VOLTAGE SURGE SUPPRESSOR | | | 0256 807-78590 7.000 EACH| 693.15000 4852.05| | HANDHOLE | | | 0257 807-82016 2.000 EACH| 639.85000 1279.70| | SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0258 807-84804 9.000 EACH| 1214.60000 10931.40| | LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0259 807-84814 6.000 EACH| 1356.45000 8138.70| | LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0260 807-86620 16.000 EACH| 266.60000 4265.60| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0261 807-86790 4.000 EACH| 437.20000 1748.80| | LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0262 807-86910 18.000 EACH| 20.25000 364.50| | CONNECTOR KIT, UNFUSED | | | 0263 807-86915 20.000 EACH| 30.40000 608.00| | CONNECTOR KIT, FUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -31 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0264 807-86950 18.000 EACH| 26.15000 470.70| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0265 808-01226 4807.000 EACH| 21.35000 102629.45| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0266 808-06702 8007.000 m | 1.40000 11209.80| | LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0267 808-06703 35532.000 m | 1.00000 35532.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0268 808-06705 3607.000 m | 2.05000 7394.35| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0269 808-06716 17490.000 m | 1.30000 22737.00| | LINE, REMOVE | | | 0270 808-75245 64663.000 m | 1.00000 64663.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0271 808-75272 259.000 m | 9.60000 2486.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0272 808-75297 127.000 m | 9.60000 1219.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0273 808-75320 8.000 EACH| 44.80000 358.40| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0274 805-05406 4.000 EACH| 19802.70000 79210.80| | DATA COLLECTION SITE , 4 LANE | | | 0275 621-06565 225.000 Mg | 430.80000 96930.00| | MULCHING MATERIAL | | | 0276 207-06499 160155.000 m2 | 3.55000 568550.25| | SUBGRADE TREATMENT , A | | | 0277 202-99187 9103.000 m | 3.45000 31405.35| | FENCE, FARM FIELD, REMOVE | | | 0278 621-01004 4.000 EACH| 319.90000 1279.60| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0279 402-05477 892.000 Mg | 50.90000 45402.80| | HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 160 -32 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 32,420,888.47 ROUTE : I-74 CALL ORDER : 160 CONTRACT ID : R -25811-A COUNTIES : MARION SHELBY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 402-05474 2289.000 Mg | 36.70000 84006.30| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0281 202-60822 28644.900 m2 | 0.80000 22915.92| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | SECTION TOTALS | $ 26,743,005.96| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 26,743,005.96| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 170 CONTRACT ID : R -25870-A COUNTIES : MADISON LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/31/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 1,328,588.01 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 172 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,955,795.73 ROUTE : LOC CALL ORDER : 172 CONTRACT ID : R -25871-B COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/05/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 000S192 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 12,548,000.00 100.0000% 2 35-1994300 SHOOK LLC $ 12,625,000.12 100.6136% 3 31-1684921 SMOOT CONSTRUCTION LLC $ 12,804,000.16 102.0401% 4 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 13,121,555.51 104.5708% ==================================================================================================================================== |(1) 35-0906416 |(2) 35-1994300 |(3) 31-1684921 |WEDDLE BROTHERS CONSTRUCTION|SHOOK LLC |SMOOT CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BUILDING - ITS MANAGEMENT SYSTEM | | | 0001 105-01925 26.000 MOS | 875.00000 22750.00| 384.62000 10000.12| 1346.16000 35000.16 FIELD OFFICE, 51.1 m2 | | | 0002 108-01614 LUMP| 6000.00000 6000.00| 4000.00000 4000.00| 12000.00000 12000.00 PARTNERING OVERHEAD | | | 0003 110-01001 LUMP| 627400.00000 627400.00| 80000.00000 80000.00| 300000.00000 300000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 210-05758 LUMP| 1990000.00000 1990000.00| 2100000.00000 2100000.00| 2110000.00000 2110000.00 BUILDING , TECHNOLOGY | | | 0005 210-07170 LUMP| 127500.00000 127500.00| 140000.00000 140000.00| 150000.00000 150000.00 SITE CONSTRUCTION, LANDSCAPING | | | 0006 210-07170 LUMP| 412000.00000 412000.00| 340000.00000 340000.00| 425000.00000 425000.00 SITE CONSTRUCTION, PAVING | | | 0007 210-07170 LUMP| 135000.00000 135000.00| 100000.00000 100000.00| 35000.00000 35000.00 SITE CONSTRUCTION, SITE IMPROVEMENTS | | | 0008 210-07170 LUMP| 406000.00000 406000.00| 390000.00000 390000.00| 400000.00000 400000.00 SITE CONSTRUCTION, SITE PREPARATION | | | 0009 210-07170 LUMP| 260000.00000 260000.00| 450000.00000 450000.00| 210000.00000 210000.00 SITE CONSTRUCTION, SITE UTILITIES | | | 0010 711-03973 LUMP| 5246350.00000 5246350.00| 6411000.00000 6411000.00| 6377000.00000 6377000.00 BUILDING ARCHITECTURAL | | | 0011 711-98751 LUMP| 1830000.00000 1830000.00| 1600000.00000 1600000.00| 1700000.00000 1700000.00 BUILDING, MECHANICAL | | | 0012 807-03694 LUMP| 1485000.00000 1485000.00| 1000000.00000 1000000.00| 1050000.00000 1050000.00 BUILDING ELECTRICAL | | | SECTION TOTALS | $ 12,548,000.00| $ 12,625,000.12| $ 12,804,000.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,548,000.00| $ 12,625,000.12| $ 12,804,000.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 172 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,955,795.73 ROUTE : LOC CALL ORDER : 172 CONTRACT ID : R -25871-B COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BUILDING - ITS MANAGEMENT SYSTEM | | | 0001 105-01925 26.000 MOS | 1679.67000 43671.42| | FIELD OFFICE, 51.1 m2 | | | 0002 108-01614 LUMP| 9667.82000 9667.82| | PARTNERING OVERHEAD | | | 0003 110-01001 LUMP| 640000.00000 640000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 210-05758 LUMP| 2313846.68000 2313846.68| | BUILDING , TECHNOLOGY | | | 0005 210-07170 LUMP| 134505.33000 134505.33| | SITE CONSTRUCTION, LANDSCAPING | | | 0006 210-07170 LUMP| 435451.00000 435451.00| | SITE CONSTRUCTION, PAVING | | | 0007 210-07170 LUMP| 179628.28000 179628.28| | SITE CONSTRUCTION, SITE IMPROVEMENTS | | | 0008 210-07170 LUMP| 328555.70000 328555.70| | SITE CONSTRUCTION, SITE PREPARATION | | | 0009 210-07170 LUMP| 445077.22000 445077.22| | SITE CONSTRUCTION, SITE UTILITIES | | | 0010 711-03973 LUMP| 5406484.59000 5406484.59| | BUILDING ARCHITECTURAL | | | 0011 711-98751 LUMP| 1805139.14000 1805139.14| | BUILDING, MECHANICAL | | | 0012 807-03694 LUMP| 1379528.33000 1379528.33| | BUILDING ELECTRICAL | | | SECTION TOTALS | $ 13,121,555.51| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,121,555.51| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,858,904.75 ROUTE : SR 67 CALL ORDER : 180 CONTRACT ID : R -25919-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0431023 0431023 0431023 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 16,479,248.70 100.0000% ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MODERNIZE FLASHERS | | | 0001 105-06845 LUMP| 302275.73000 302275.73| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 30.000 MOS | 2300.00000 69000.00| | FIELD OFFICE, C | | | 0003 110-01001 LUMP| 800000.00000 800000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 275000.00000 275000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 52301.000 m2 | 4.00000 209204.00| | PAVEMENT, REMOVE | | | 0006 202-02241 459.200 m | 7.15000 3283.28| | GUARDRAIL, REMOVE | | | 0007 202-02271 51.000 EACH| 350.00000 17850.00| | HEADWALL, REMOVE | | | 0008 202-02272 780.000 m | 2.10000 1638.00| | PAVED SIDE DITCH, REMOVE | | | 0009 202-02286 2.000 EACH| 1400.00000 2800.00| | PRESENT STRUCTURE, REMOVE | | | 0010 202-03000 LUMP| 330.00000 330.00| | HOUSES AND BUILDINGS, REMOVE | | | 0011 202-60820 24722.000 m2 | 4.10000 101360.20| | SURFACE MILLING, ASPHALT | | | 0012 202-60822 300.000 m2 | 4.15000 1245.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 202-74025 23.000 m | 2.10000 48.30| | FENCE, REMOVE | | | 0014 202-78515 LUMP| 1525.00000 1525.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,858,904.75 ROUTE : SR 67 CALL ORDER : 180 CONTRACT ID : R -25919-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-91840 51.000 m | 12.50000 637.50| | FENCE, CHAIN LINK, REMOVE | | | 0016 202-99187 3372.000 m | 5.10000 17197.20| | FENCE, FARM FIELD, REMOVE | | | 0017 203-02000 192236.000 m3 | 13.50000 2595186.00| | EXCAVATION, COMMON | | | 0018 203-02045 32439.000 m3 | 11.00000 356829.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0019 203-02070 32750.000 m3 | 6.00000 196500.00| | BORROW | | | 0020 205-03371 300.000 m3 | 17.00000 5100.00| | SEDIMENT REMOVE | | | 0021 205-06931 315.000 Mg | 80.00000 25200.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06932 1062.000 m | 17.00000 18054.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0023 205-06933 8.000 EACH| 28.00000 224.00| | TEMPORARY DITCH INLET PROTECTION | | | 0024 205-06934 17.000 Mg | 415.00000 7055.00| | TEMPORARY MULCHING | | | 0025 205-06936 90.000 Mg | 86.00000 7740.00| | TEMPORARY SEDIMENT TRAP | | | 0026 205-06937 3649.000 m | 5.50000 20069.50| | TEMPORARY SILT FENCE | | | 0027 206-51817 200.000 m2 | 255.00000 51000.00| | SHEET PILING, STEEL | | | 0028 206-93520 126.000 m2 | 235.00000 29610.00| | TEMPORARY SHEET PILING | | | 0029 211-02050 18000.000 m3 | 8.00000 144000.00| | B BORROW | | | 0030 211-02060 965.000 m3 | 19.00000 18335.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0031 213-52830 4119.000 m3 | 65.00000 267735.00| | FLOWABLE MORTAR | | | 0032 303-02051 560.000 Mg | 13.00000 7280.00| | STONE, 2 | | | 0033 303-52308 58405.000 Mg | 16.00000 934480.00| | COMPACTED AGGREGATE, O, 53 | | | 0034 303-97820 500.000 Mg | 14.50000 7250.00| | AGGREGATE, 8 | | | 0035 305-05204 416.000 Mg | 85.00000 35360.00| | HMA FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,858,904.75 ROUTE : SR 67 CALL ORDER : 180 CONTRACT ID : R -25919-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 305-97019 24722.000 m2 | 3.50000 86527.00| | RUBBLIZED PCCP | | | 0037 401-05437 89772.000 Mg | 30.10000 2702137.20| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0038 401-05455 31016.000 Mg | 31.20000 967699.20| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0039 401-05456 18611.000 Mg | 48.30000 898911.30| | QC/QA HMA SURFACE 9.5 mm, MAINLINE , SMA| | | 0040 401-05467 19383.000 m | 0.50000 9691.50| | MILLED HMA CORRUGATIONS | | | 0041 401-06264 LUMP| 4900.00000 4900.00| | PROFILOGRAPH, HMA | | | 0042 402-05470 14623.000 Mg | 32.00000 467936.00| | HMA BASE C25.0 mm, MAINLINE | | | 0044 404-05511 3648.000 m2 | 2.25000 8208.00| | SEAL COAT, 2 | | | 0045 404-05514 339.000 m2 | 8.50000 2881.50| | SEAL COAT, 5 | | | 0046 405-05517 198.000 Mg | 300.00000 59400.00| | ASPHALT FOR PRIME COAT | | | 0047 406-05520 188.000 Mg | 230.00000 43240.00| | ASPHALT FOR TACK COAT | | | 0048 601-05071 6.000 EACH| 1650.00000 9900.00| | GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0049 601-07024 12.000 EACH| 6300.00000 75600.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0050 601-94689 12.000 EACH| 2050.00000 24600.00| | GUARDRAIL END TREATMENT, OS | | | 0051 601-99105 626.745 m | 32.00000 20055.84| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0052 602-06639 50.000 m | 54.50000 2725.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0053 602-06646 485.000 m | 54.50000 26432.50| | TEMPORARY CONCRETE BARRIER | | | 0054 602-06729 50.000 EACH| 5.50000 275.00| | BARRIER DELINEATOR | | | 0055 603-06040 3372.000 m | 16.00000 53952.00| | FENCE, FARM FIELD, 1190 mm | | | 0056 603-06042 23.000 m | 7.50000 172.50| | FENCE, BARBED WIRE, 1220 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,858,904.75 ROUTE : SR 67 CALL ORDER : 180 CONTRACT ID : R -25919-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 603-06045 51.000 m | 55.00000 2805.00| | FENCE, CHAIN LINK, 1220 mm | | | 0058 604-06069 266.000 m2 | 31.50000 8379.00| | CURB RAMP, CONCRETE | | | 0059 604-06367 150.000 m | 34.50000 5175.00| | JOINT MATERIAL | | | 0060 604-91531 3003.000 m2 | 25.00000 75075.00| | SIDEWALK, CONCRETE, 100 mm | | | 0061 605-06120 264.000 m | 41.00000 10824.00| | CURB, CONCRETE | | | 0062 605-06140 3760.000 m | 35.00000 131600.00| | CURB AND GUTTER, CONCRETE | | | 0063 610-05527 1923.000 Mg | 53.00000 101919.00| | HMA FOR APPROACHES | | | 0064 611-05330 2932.000 m2 | 35.50000 104086.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0065 611-06497 36.000 EACH| 110.00000 3960.00| | MAILBOX ASSEMBLY, SINGLE | | | 0066 611-06498 6.000 EACH| 140.00000 840.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0067 615-06490 484.000 EACH| 105.00000 50820.00| | RIGHT OF WAY MARKER | | | 0068 615-06505 77.000 EACH| 475.00000 36575.00| | MONUMENT, B | | | 0069 615-06510 5.000 EACH| 400.00000 2000.00| | MONUMENT, C | | | 0070 615-06515 1.000 EACH| 85.00000 85.00| | MONUMENT, D | | | 0071 615-06527 2.000 EACH| 585.00000 1170.00| | MONUMENT, SECTION CORNER | | | 0072 615-06530 10.000 EACH| 660.00000 6600.00| | POST, BENCHMARK | | | 0073 616-02320 26297.000 m2 | 1.15000 30241.55| | GEOTEXTILES | | | 0074 616-06405 16091.000 Mg | 27.00000 434457.00| | RIPRAP, REVETMENT | | | 0075 616-94426 557.000 m2 | 3.60000 2005.20| | GEOGRID | | | 0076 619-01398 8.000 EACH| 3365.00000 26920.00| | CLEAN STRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,858,904.75 ROUTE : SR 67 CALL ORDER : 180 CONTRACT ID : R -25919-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 621-01004 4.000 EACH| 415.00000 1660.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0078 621-02356 132.000 kg | 46.50000 6138.00| | SEEDING, WETLAND | | | 0079 621-02770 300.000 m2 | 3.00000 900.00| | EROSION CONTROL BLANKET | | | 0080 621-03787 6.800 kg | 83.00000 564.40| | SEED MIXTURE, D | | | 0081 621-06545 16.700 Mg | 510.00000 8517.00| | FERTILIZER | | | 0082 621-06548 100.000 kg | 62.00000 6200.00| | SEED MIXTURE, CV | | | 0083 621-06553 3534.000 kg | 6.45000 22794.30| | SEED MIXTURE, R | | | 0084 621-06557 711.000 kg | 8.25000 5865.75| | SEED MIXTURE, T | | | 0085 621-06565 84.000 Mg | 425.00000 35700.00| | MULCHING MATERIAL | | | 0086 621-06570 1000.000 m3 | 15.00000 15000.00| | TOP SOIL | | | 0087 621-06575 20488.000 m2 | 3.10000 63512.80| | SODDING, NURSERY | | | 0088 622-52436 8.000 EACH| 23.00000 184.00| | SIGN, DO NOT MOW OR SPRAY | | | 0089 622-91786 235.000 EACH| 5.50000 1292.50| | SEEDLING | | | 0090 702-51015 73.400 m3 | 515.00000 37801.00| | CONCRETE, B, FOOTINGS | | | 0091 702-90915 19.100 m3 | 625.00000 11937.50| | CONCRETE, A | | | 0092 702-93722 53.700 m3 | 675.00000 36247.50| | CONCRETE, C | | | 0093 703-51030 6253.000 kg | 2.00000 12506.00| | REINFORCING STEEL | | | 0094 714-02677 11.800 m | 2150.00000 25370.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 1200 mm | | | 0095 714-04875 21.500 m | 4650.00000 99975.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, , 6000 mm X 2400 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,858,904.75 ROUTE : SR 67 CALL ORDER : 180 CONTRACT ID : R -25919-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 714-06613 30.000 m | 3640.00000 109200.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 48OO mm X 1800 mm | | | 0097 714-91847 48.800 m | 1225.00000 59780.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 1500 mm | | | 0098 714-94664 67.200 m | 1500.00000 100800.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 900 mm | | | 0099 714-99346 89.200 m | 1200.00000 107040.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 600 mm | | | 0100 715-01662 150.000 m | 90.00000 13500.00| | PIPE CLEANING, 300mm TO 1200mm DIA | | | 0101 715-01663 200.000 m | 100.00000 20000.00| | PIPE CLEANING, ABOVE 1200 mm DIA. | | | 0102 715-02246 3.000 EACH| 1350.00000 4050.00| | PIPE END SECTION, 1200 mm | | | 0103 715-03584 2.000 EACH| 1200.00000 2400.00| | SAFETY METAL END SECTION, 4:1, 450 mm | | | 0104 715-04612 175.000 m | 50.50000 8837.50| | PIPE , UNDERDRAIN OUTLET, PVC, 200 mm | | | 0105 715-05019 276.000 m | 775.00000 213900.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0106 715-05024 8.000 m | 450.00000 3600.00| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0107 715-05028 722.000 m | 310.00000 223820.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0108 715-05048 14396.000 m | 9.00000 129564.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0109 715-05121 72.000 m | 150.00000 10800.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0110 715-05123 41.000 m | 220.00000 9020.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0111 715-05125 57.000 m | 575.00000 32775.00| | PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0112 715-05151 809.000 m | 240.00000 194160.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0113 715-05152 226.000 m | 180.00000 40680.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0114 715-05154 259.000 m | 200.00000 51800.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,858,904.75 ROUTE : SR 67 CALL ORDER : 180 CONTRACT ID : R -25919-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 715-05156 40.000 m | 215.00000 8600.00| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0116 715-05161 16.000 m | 370.00000 5920.00| | PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0117 715-05169 461.000 m | 105.00000 48405.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0118 715-05171 67.000 m | 140.00000 9380.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0119 715-05172 29.000 m | 100.00000 2900.00| | PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0120 715-05173 28.000 m | 175.00000 4900.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0121 715-05177 11.000 m | 275.00000 3025.00| | PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0122 715-05186 144.000 m | 300.00000 43200.00| | PIPE, TYPE 3, CIRCULAR, 1200 mm | | | 0123 715-05203 12977.000 m | 5.75000 74617.75| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0124 715-05229 18.000 m | 175.00000 3150.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0125 715-05233 23.000 m | 145.00000 3335.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0126 715-05237 23.000 m | 310.00000 7130.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0127 715-05257 34.000 m | 1030.00000 35020.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 2.30 | | | m2 | | | 0128 715-05289 45.000 m | 2775.00000 124875.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 5.62 | | | m2 | | | 0129 715-06471 2.000 EACH| 450.00000 900.00| | PIPE END SECTION, MIN. AREA .31 m2 | | | 0130 715-06825 2.000 EACH| 3750.00000 7500.00| | CONCRETE ANCHOR , MIN. AREA 2.3 m2 | | | 0131 715-06825 2.000 EACH| 6450.00000 12900.00| | CONCRETE ANCHOR , MIN. AREA 5.49 m2 | | | 0132 715-06825 2.000 EACH| 7350.00000 14700.00| | CONCRETE ANCHOR , MIN. AREA 6.17 m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,858,904.75 ROUTE : SR 67 CALL ORDER : 180 CONTRACT ID : R -25919-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 715-26770 2.000 EACH| 3300.00000 6600.00| | GRATED BOX END SECTION, I, 3:1, 600 mm | | | 0134 715-44240 5.900 m3 | 100.00000 590.00| | CONCRETE, A, STRUCTURES | | | 0135 715-46000 11.000 EACH| 375.00000 4125.00| | PIPE END SECTION, 300 mm | | | 0136 715-46005 60.000 EACH| 390.00000 23400.00| | PIPE END SECTION, 375 mm | | | 0137 715-46010 13.000 EACH| 400.00000 5200.00| | PIPE END SECTION, 450 mm | | | 0138 715-46020 11.000 EACH| 445.00000 4895.00| | PIPE END SECTION, 600 mm | | | 0139 715-46030 4.000 EACH| 525.00000 2100.00| | PIPE END SECTION, 750 mm | | | 0140 715-46040 8.000 EACH| 645.00000 5160.00| | PIPE END SECTION, 900 mm | | | 0141 715-46055 2.000 EACH| 450.00000 900.00| | PIPE END SECTION, MIN. AREA .17 m2 | | | 0142 715-96967 2.000 EACH| 4900.00000 9800.00| | GRATED BOX END SECTION, I, 4:1, 1050 mm | | | x 725 mm | | | 0143 715-97692 5.000 EACH| 4900.00000 24500.00| | GRATED BOX END SECTION, I, 4:1, 900 mm | | | 0144 715-98931 2.000 EACH| 4600.00000 9200.00| | GRATED BOX END SECTION, I, 4:1, 750 mm | | | 0145 718-01044 510.000 m | 45.00000 22950.00| | PIPE, UNDERDRAIN OUTLET, PVC, 150mm | | | 0146 718-02672 385.000 m | 39.00000 15015.00| | PIPE, UNDERDRAIN OUTLET, PVC, 100 mm | | | 0147 718-06529 211.000 EACH| 380.00000 80180.00| | OUTLET PROTECTOR, 2 | | | 0148 718-06532 3000.000 m | 2.10000 6300.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0149 718-94889 1779.000 m3 | 28.00000 49812.00| | AGGREGATE FOR UNDERDRAINS, 8 | | | 0150 718-99153 42654.000 m2 | 0.80000 34123.20| | GEOTEXTILES FOR UNDERDRAIN | | | 0151 720-01150 1.000 EACH| 13800.00000 13800.00| | MANHOLE, F | | | 0152 720-44000 4.000 EACH| 280.00000 1120.00| | CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,858,904.75 ROUTE : SR 67 CALL ORDER : 180 CONTRACT ID : R -25919-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 720-44040 1.000 EACH| 405.00000 405.00| | CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0154 720-45030 3.000 EACH| 1440.00000 4320.00| | INLET, E7 | | | 0155 720-45035 1.000 EACH| 1440.00000 1440.00| | INLET, F7 | | | 0156 720-45045 27.000 EACH| 1730.00000 46710.00| | INLET, J10 | | | 0157 720-45055 35.000 EACH| 1780.00000 62300.00| | INLET, M10 | | | 0158 720-45270 1.000 EACH| 1680.00000 1680.00| | PIPE CATCH BASIN, 450 mm | | | 0159 720-45410 6.000 EACH| 2400.00000 14400.00| | MANHOLE, C4 | | | 0160 720-45415 3.000 EACH| 8700.00000 26100.00| | MANHOLE, D4 | | | 0161 720-94432 1.000 EACH| 2225.00000 2225.00| | MANHOLE, C7 | | | 0162 720-95899 2.000 EACH| 10560.00000 21120.00| | MANHOLE, E7 | | | 0163 720-97218 3.000 EACH| 9450.00000 28350.00| | MANHOLE, D7 | | | 0164 720-97548 5.000 EACH| 3200.00000 16000.00| | MANHOLE, C10, MODIFIED | | | 0165 720-98174 5.000 EACH| 2600.00000 13000.00| | INLET, B15 | | | 0166 720-98555 3.000 EACH| 2600.00000 7800.00| | INLET, C15 | | | 0167 801-01153 21000.000 m | 0.30000 6300.00| | TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0168 801-01154 21000.000 m | 0.30000 6300.00| | TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0169 801-04308 8.000 EACH| 400.00000 3200.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0170 801-06577 40.000 m | 20.00000 800.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0171 801-06606 36.000 EACH| 200.00000 7200.00| | BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,858,904.75 ROUTE : SR 67 CALL ORDER : 180 CONTRACT ID : R -25919-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0172 801-06625 28.000 EACH| 68.00000 1904.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0173 801-06640 81.000 EACH| 220.00000 17820.00| | CONSTRUCTION SIGN, A | | | 0174 801-06643 38800.000 m | 3.00000 116400.00| | TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0175 801-06644 39040.000 m | 3.00000 117120.00| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0176 801-06645 26.000 EACH| 44.00000 1144.00| | CONSTRUCTION SIGN, B | | | 0177 801-06710 720.000 DAY | 13.25000 9540.00| | FLASHING ARROW SIGN | | | 0178 801-06775 LUMP| 250000.00000 250000.00| | MAINTAINING TRAFFIC | | | 0179 802-04893 6.000 EACH| 110.00000 660.00| | REFERENCE POST | | | 0180 802-05701 436.800 m | 25.00000 10920.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0181 802-05702 314.400 m | 20.00000 6288.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0182 802-05706 7.900 m | 27.00000 213.30| | SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0183 802-76025 64.222 m2 | 120.00000 7706.64| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0184 802-76035 29.724 m2 | 125.00000 3715.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0185 802-76045 7.314 m2 | 165.00000 1206.81| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0186 802-97812 30.000 EACH| 49.00000 1470.00| | STREET NAME IDENTIFICATION SIGN | | | 0187 805-01815 4.000 EACH| 2260.00000 9040.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0188 805-01842 8.000 EACH| 725.00000 5800.00| | HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 180 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,858,904.75 ROUTE : SR 67 CALL ORDER : 180 CONTRACT ID : R -25919-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0189 805-06592 349.000 m | 39.00000 13611.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0190 805-78100 1.000 EACH| 10000.00000 10000.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0191 805-78205 8.000 EACH| 825.00000 6600.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0192 805-78415 4.000 EACH| 1440.00000 5760.00| | SPAN, CATENARY, AND TETHER | | | 0193 805-78420 4.000 EACH| 220.00000 880.00| | DISCONNECT HANGER | | | 0194 805-78445 1.000 EACH| 560.00000 560.00| | SIGNAL SERVICE | | | 0195 805-78467 15.000 m | 5.00000 75.00| | SIGNAL CABLE, 3C 8GA. | | | 0196 805-78470 920.000 m | 1.50000 1380.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0197 805-78485 86.000 m | 3.50000 301.00| | SIGNAL CABLE, 5C 14GA. | | | 0198 805-78490 182.000 m | 4.00000 728.00| | SIGNAL CABLE, 7C 14GA. | | | 0199 805-78510 1042.000 m | 3.25000 3386.50| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0200 805-78784 12.000 EACH| 50.00000 600.00| | LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0201 805-78785 6.000 EACH| 1000.00000 6000.00| | SIGNAL DETECTOR HOUSING | | | 0202 805-78795 276.000 m | 22.00000 6072.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0203 805-78925 1.000 EACH| 1120.00000 1120.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0204 805-81032 4.000 EACH| 2700.00000 10800.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0205 808-06701 20900.000 m | 0.90000 18810.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0206 808-06703 2842.000 m | 0.90000 2557.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0207 808-06716 12000.000 m | 0.70000 8400.00| | LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 180 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,858,904.75 ROUTE : SR 67 CALL ORDER : 180 CONTRACT ID : R -25919-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0208 808-75240 764.000 m | 0.90000 687.60| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0209 808-75245 22704.000 m | 0.90000 20433.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0210 808-75274 96.000 m | 3.75000 360.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0211 808-75297 184.000 m | 12.50000 2300.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0212 808-75320 62.000 EACH| 60.00000 3720.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0213 808-75325 59.000 EACH| 82.75000 4882.25| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0214 808-75996 50.000 EACH| 8.25000 412.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0215 808-75998 1190.000 EACH| 21.00000 24990.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0216 202-03000 LUMP| 560.00000 560.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 56 | | | 0217 202-03000 LUMP| 560.00000 560.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 72 | | | 0218 202-03000 LUMP| 560.00000 560.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 131 | | | 0219 202-03000 LUMP| 560.00000 560.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 133 | | | 0220 202-03000 LUMP| 560.00000 560.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 134 | | | 0221 202-03000 LUMP| 560.00000 560.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 136 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 180 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,858,904.75 ROUTE : SR 67 CALL ORDER : 180 CONTRACT ID : R -25919-A COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0222 202-03000 LUMP| 560.00000 560.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 169 SA | | | SECTION TOTALS | $ 16,479,248.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 16,479,248.70| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 182 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,778,048.81 ROUTE : SR 13 CALL ORDER : 182 CONTRACT ID : R -25920-B COUNTIES : GRANT LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/25/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3127007 3127007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 4,999,828.52 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 VERTICAL SIGHT DISTANCE CORRECTION | | | 0001 105-06845 LUMP| 115000.00000 115000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 3000.00000 30000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 250000.00000 250000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 100000.00000 100000.00| | CLEARING RIGHT OF WAY | | | 0005 202-60820 46457.000 m2 | 1.00000 46457.00| | SURFACE MILLING, ASPHALT | | | 0006 202-74045 67.000 EACH| 20.00000 1340.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 202-96133 48.900 m | 56.00000 2738.40| | PIPE, REMOVE | | | 0008 203-02000 20263.000 m3 | 15.00000 303945.00| | EXCAVATION, COMMON | | | 0009 203-02100 4721.000 m3 | 7.00000 33047.00| | EXCAVATION, PEAT | | | 0010 203-06499 69380.000 m2 | 5.00000 346900.00| | SUBGRADE TREATMENT | | | 0011 205-02224 3082.000 m | 5.04000 15533.28| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02231 3212.400 m | 10.00000 32124.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 205-02234 52.000 EACH| 55.00000 2860.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 182 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,778,048.81 ROUTE : SR 13 CALL ORDER : 182 CONTRACT ID : R -25920-B COUNTIES : GRANT LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02236 1.000 EACH| 90.00000 90.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 211-02050 3354.000 m3 | 23.00000 77142.00| | B BORROW | | | 0016 211-02060 70.000 m3 | 29.00000 2030.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 269.000 m3 | 79.00000 21251.00| | FLOWABLE MORTAR | | | 0018 303-52308 23640.000 Mg | 17.35000 410154.00| | COMPACTED AGGREGATE, O, 53 | | | 0019 305-05731 3590.000 Mg | 41.00000 147190.00| | WIDENING WITH QC/QA HMA | | | 0020 305-60970 15960.000 Mg | 17.35000 276906.00| | WIDENING WITH COMPACTED AGGREGATE | | | 0021 401-05437 8560.000 Mg | 44.00000 376640.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0022 401-05455 10880.000 Mg | 47.00000 511360.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0023 401-05456 4968.000 Mg | 55.00000 273240.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0024 401-05459 9290.000 Mg | 46.00000 427340.00| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0025 401-05465 3037.000 Mg | 54.00000 163998.00| | QC/QA HMA SURFACE 12.5 mm, SHOULDER | | | 0026 401-05467 18039.000 m | 1.00000 18039.00| | MILLED HMA CORRUGATIONS | | | 0027 405-05517 63.180 Mg | 370.00000 23376.60| | ASPHALT FOR PRIME COAT | | | 0028 406-05520 42.970 Mg | 160.00000 6875.20| | ASPHALT FOR TACK COAT | | | 0029 601-01839 1.000 EACH| 1575.00000 1575.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0030 601-01846 2.000 EACH| 1575.00000 3150.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0031 601-02636 171.450 m | 50.00000 8572.50| | GUARDRAIL, W BEAM, NESTED | | | 0032 601-94689 9.000 EACH| 1920.00000 17280.00| | GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 182 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,778,048.81 ROUTE : SR 13 CALL ORDER : 182 CONTRACT ID : R -25920-B COUNTIES : GRANT LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-99105 280.040 m | 34.00000 9521.36| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 610-05527 1494.400 Mg | 95.00000 141968.00| | HMA FOR APPROACHES | | | 0035 611-06497 21.000 EACH| 114.00000 2394.00| | MAILBOX ASSEMBLY, SINGLE | | | 0036 611-06498 4.000 EACH| 135.00000 540.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0037 615-06490 97.000 EACH| 96.00000 9312.00| | RIGHT OF WAY MARKER | | | 0038 615-06505 27.000 EACH| 435.00000 11745.00| | MONUMENT, B | | | 0039 615-06527 9.000 EACH| 555.00000 4995.00| | MONUMENT, SECTION CORNER | | | 0040 616-02320 2260.000 m2 | 2.00000 4520.00| | GEOTEXTILES | | | 0041 616-06405 1073.000 Mg | 30.00000 32190.00| | RIPRAP, REVETMENT | | | 0042 621-01004 5.000 EACH| 300.00000 1500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06545 7.150 Mg | 624.00000 4461.60| | FERTILIZER | | | 0044 621-06548 75.000 kg | 49.50000 3712.50| | SEED MIXTURE, CV | | | 0045 621-06553 1250.000 kg | 6.56000 8200.00| | SEED MIXTURE, R | | | 0046 621-06557 576.000 kg | 13.50000 7776.00| | SEED MIXTURE, T | | | 0047 621-06565 58.000 Mg | 476.00000 27608.00| | MULCHING MATERIAL | | | 0048 621-06567 170.300 kL | 0.55000 93.67| | WATER | | | 0049 621-06574 9764.000 m2 | 3.20000 31244.80| | SODDING | | | 0050 715-01765 2.000 EACH| 666.00000 1332.00| | PIPE END SECTION, PRECAST CONCRETE, 300 | | | mm | | | 0051 715-03475 74.000 EACH| 409.00000 30266.00| | SAFETY METAL END SECTION, 4:1, 375 mm | | | 0052 715-03476 10.000 EACH| 680.00000 6800.00| | SAFETY METAL END SECTION, 4:1, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 182 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,778,048.81 ROUTE : SR 13 CALL ORDER : 182 CONTRACT ID : R -25920-B COUNTIES : GRANT LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-03584 22.000 EACH| 537.00000 11814.00| | SAFETY METAL END SECTION, 4:1, 450 mm | | | 0054 715-05119 21.800 m | 115.00000 2507.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0055 715-05121 140.000 m | 118.00000 16520.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0056 715-05123 23.300 m | 140.00000 3262.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0057 715-05125 14.700 m | 165.00000 2425.50| | PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0058 715-05149 5.400 m | 111.00000 599.40| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0059 715-05154 28.000 m | 138.00000 3864.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0060 715-05168 10.200 m | 116.00000 1183.20| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0061 715-05169 413.300 m | 108.00000 44636.40| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0062 715-05171 49.600 m | 110.00000 5456.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0063 715-05253 24.000 m | 464.00000 11136.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 2.00 | | | m2 | | | 0064 715-05595 0.400 m | 500.00000 200.00| | PIPE EXTENSION, CIRCULAR, 375 mm | | | 0065 715-05596 3.000 m | 750.00000 2250.00| | PIPE EXTENSION, CIRCULAR, 450 mm | | | 0066 715-05597 8.900 m | 1000.00000 8900.00| | PIPE EXTENSION, CIRCULAR, 600 mm | | | 0067 715-06054 1483.000 m | 77.00000 114191.00| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 300 mm | | | 0068 715-07071 2.000 EACH| 1000.00000 2000.00| | SAFETY METAL END SECTION, 4:1, 750 mm | | | 0069 715-97834 4.000 EACH| 3200.00000 12800.00| | GRATED BOX END SECTION, II, 4:1, 450 mm | | | 0070 720-44296 1.000 EACH| 269.00000 269.00| | CAP INLET | | | 0071 720-45030 1.000 EACH| 1400.00000 1400.00| | INLET, E7 | | | 0072 720-45410 1.000 EACH| 2500.00000 2500.00| | MANHOLE, C4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 182 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,778,048.81 ROUTE : SR 13 CALL ORDER : 182 CONTRACT ID : R -25920-B COUNTIES : GRANT LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 801-03290 8.000 EACH| 400.00000 3200.00| | CONSTRUCTION SIGN, C | | | 0074 801-04308 12.000 EACH| 400.00000 4800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0075 801-06203 1992.000 m | 0.82000 1633.44| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0076 801-06207 996.000 m | 4.00000 3984.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0077 801-06606 22.000 EACH| 200.00000 4400.00| | BARRICADE, IIIB | | | 0078 801-06625 43.000 EACH| 120.00000 5160.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0079 801-06640 6.000 EACH| 200.00000 1200.00| | CONSTRUCTION SIGN, A | | | 0080 801-06775 LUMP| 298000.00000 298000.00| | MAINTAINING TRAFFIC | | | 0081 802-04893 5.000 EACH| 50.00000 250.00| | REFERENCE POST | | | 0082 802-05701 117.700 m | 32.00000 3766.40| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0083 802-05705 114.600 m | 15.00000 1719.00| | SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0084 802-76025 11.380 m2 | 75.00000 853.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0085 802-76035 19.140 m2 | 95.00000 1818.30| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0086 802-76045 10.510 m2 | 122.00000 1282.22| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0087 808-06703 18378.000 m | 0.75000 13783.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0088 808-06705 20.000 m | 3.00000 60.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0089 808-75240 1141.000 m | 0.75000 855.75| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 182 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,778,048.81 ROUTE : SR 13 CALL ORDER : 182 CONTRACT ID : R -25920-B COUNTIES : GRANT LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 808-75245 9241.000 m | 0.75000 6930.75| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0091 808-75260 17.500 m | 4.50000 78.75| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0092 808-75297 83.500 m | 9.00000 751.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0093 808-75320 2.000 EACH| 55.00000 110.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0094 808-75998 576.000 EACH| 19.00000 10944.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 4,999,828.52| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,999,828.52| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,489,618.35 ROUTE : SR 3 CALL ORDER : 200 CONTRACT ID : R -25984-A COUNTIES : DELAWARE HENRY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/18/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2012010 2015003 2012010 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 17,885,811.60 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 20,190,000.00 112.8827% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 265000.00000 265000.00| 300000.00000 300000.00| CONSTRUCTION ENGINEERING | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| CONSTRUCTION ENGINEERING , STR. NO. 1 | | | 0003 105-06845 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| CONSTRUCTION ENGINEERING , STR. NO. 2 | | | 0004 105-07039 22.000 MOS | 4000.00000 88000.00| 1700.00000 37400.00| FIELD OFFICE, B | | | 0005 110-01001 LUMP| 895000.00000 895000.00| 1000000.00000 1000000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 110-01001 LUMP| 25000.00000 25000.00| 35700.00000 35700.00| MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 1 | | | 0007 110-01001 LUMP| 25000.00000 25000.00| 5250.00000 5250.00| MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 2 | | | 0008 201-52370 LUMP| 175000.00000 175000.00| 79046.00000 79046.00| CLEARING RIGHT OF WAY | | | 0009 202-01901 2.000 EACH| 5200.00000 10400.00| 6000.00000 12000.00| TEMPORARY CROSSOVER, REMOVE | | | 0010 202-02240 29220.400 m2 | 6.00000 175322.40| 6.60000 192854.64| PAVEMENT, REMOVE | | | 0011 202-02241 3926.900 m | 7.00000 27488.30| 5.60000 21990.64| GUARDRAIL, REMOVE | | | 0012 202-02271 17.000 EACH| 250.00000 4250.00| 300.00000 5100.00| HEADWALL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,489,618.35 ROUTE : SR 3 CALL ORDER : 200 CONTRACT ID : R -25984-A COUNTIES : DELAWARE HENRY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-02278 526.000 m | 14.00000 7364.00| 15.00000 7890.00| CURB, CONCRETE, REMOVE | | | 0014 202-51328 LUMP| 85000.00000 85000.00| 134400.00000 134400.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0015 202-51328 LUMP| 95000.00000 95000.00| 111615.00000 111615.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0016 202-60820 4669.300 m2 | 3.00000 14007.90| 8.00000 37354.40| SURFACE MILLING, ASPHALT | | | 0017 202-60822 290.700 m2 | 5.00000 1453.50| 10.00000 2907.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0018 202-74040 15.000 EACH| 250.00000 3750.00| 255.00000 3825.00| SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0019 202-74045 348.000 EACH| 21.00000 7308.00| 21.00000 7308.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0020 202-74050 4.000 EACH| 260.00000 1040.00| 266.00000 1064.00| SIGN, OVERHEAD, REMOVE | | | 0021 202-74055 1.000 EACH| 3000.00000 3000.00| 2595.00000 2595.00| OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0022 202-74080 2.000 EACH| 1500.00000 3000.00| 1300.00000 2600.00| OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0023 202-91385 11.000 EACH| 375.00000 4125.00| 385.00000 4235.00| INLET, REMOVE | | | 0024 202-96133 209.000 m | 33.00000 6897.00| 32.00000 6688.00| PIPE, REMOVE | | | 0025 202-99187 8735.000 m | 3.30000 28825.50| 1.60000 13976.00| FENCE, FARM FIELD, REMOVE | | | 0026 203-02000 153302.000 m3 | 6.00000 919812.00| 6.30000 965802.60| EXCAVATION, COMMON | | | 0027 203-02070 17729.500 m3 | 4.00000 70918.00| 6.30000 111695.85| BORROW | | | 0028 205-02224 8118.000 m | 4.26000 34582.68| 4.50000 36531.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0029 205-02231 6335.700 m | 10.00000 63357.00| 18.50000 117210.45| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,489,618.35 ROUTE : SR 3 CALL ORDER : 200 CONTRACT ID : R -25984-A COUNTIES : DELAWARE HENRY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 205-02234 107.000 EACH| 50.00000 5350.00| 52.50000 5617.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0031 205-02236 90.000 EACH| 50.00000 4500.00| 52.50000 4725.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0032 205-04931 13.000 EACH| 1200.00000 15600.00| 1300.00000 16900.00| SEDIMENT TRAP | | | 0033 206-51220 26.000 m3 | 50.00000 1300.00| 147.00000 3822.00| EXCAVATION, WET | | | 0034 206-51230 9.000 m3 | 40.00000 360.00| 147.00000 1323.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0035 207-06499 78890.500 m2 | 4.00000 315562.00| 3.15000 248505.08| SUBGRADE TREATMENT | | | 0036 211-02060 275.700 m3 | 28.00000 7719.60| 38.00000 10476.60| B BORROW FOR STRUCTURE BACKFILL | | | 0037 211-06467 19.900 m3 | 100.00000 1990.00| 47.25000 940.28| AGGREGATE FOR END BENT BACKFILL | | | 0038 213-52830 14.000 m3 | 123.00000 1722.00| 150.00000 2100.00| FLOWABLE MORTAR | | | 0039 303-52308 134867.800 Mg | 3.00000 404603.40| 16.10000 2171371.58| COMPACTED AGGREGATE, O, 53 | | | 0040 305-05204 144.600 Mg | 120.00000 17352.00| 62.00000 8965.20| HMA FOR PATCHING | | | 0041 311-06465 293834.600 m2 | 0.35000 102842.11| 0.26000 76397.00| PCCP CRACKING AND SEATING | | | 0042 401-05455 90201.900 Mg | 33.75000 3044314.13| 37.00000 3337470.30| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0043 401-05456 29329.900 Mg | 51.00000 1495824.90| 50.00000 1466495.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0044 401-05467 77249.700 m | 0.70000 54074.79| 0.32000 24719.90| MILLED HMA CORRUGATIONS | | | 0045 402-05468 30148.400 Mg | 37.00000 1115490.80| 38.00000 1145639.20| HMA BASE 25.0 mm, MAINLINE | | | 0046 402-05470 16701.600 Mg | 35.00000 584556.00| 37.00000 617959.20| HMA BASE C25.0 mm, MAINLINE | | | 0047 402-05481 4201.400 Mg | 46.00000 193264.40| 40.00000 168056.00| HMA BASE 25.0 mm, SHOULDER | | | 0048 402-05487 35946.500 Mg | 32.25000 1159274.63| 37.00000 1330020.50| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0049 402-05490 17660.600 Mg | 38.00000 671102.80| 42.00000 741745.20| HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,489,618.35 ROUTE : SR 3 CALL ORDER : 200 CONTRACT ID : R -25984-A COUNTIES : DELAWARE HENRY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 405-05517 676.100 Mg | 100.00000 67610.00| 260.00000 175786.00| ASPHALT FOR PRIME COAT | | | 0051 406-05520 261.600 Mg | 174.60000 45675.36| 185.00000 48396.00| ASPHALT FOR TACK COAT | | | 0052 501-05310 58.400 m | 25.00000 1460.00| 475.00000 27740.00| TERMINAL JOINT | | | 0053 601-01522 13.000 EACH| 1200.00000 15600.00| 1218.00000 15834.00| GUARDRAIL TRANSITION TYPE TGB | | | 0054 601-01704 14.000 EACH| 1700.00000 23800.00| 1560.00000 21840.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0055 601-03578 29.000 EACH| 1500.00000 43500.00| 1200.00000 34800.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0056 601-04746 1.000 EACH| 5500.00000 5500.00| 8000.00000 8000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0057 601-06037 9.000 EACH| 500.00000 4500.00| 590.00000 5310.00| GUARDRAIL END TREATMENT, I | | | 0058 601-06233 2.000 EACH| 7500.00000 15000.00| 7000.00000 14000.00| IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0059 601-06246 2.000 EACH| 39900.00000 79800.00| 39500.00000 79000.00| IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0060 601-06416 1.000 EACH| 800.00000 800.00| 680.00000 680.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, TL-3 | | | 0061 601-06454 1.000 EACH| 14900.00000 14900.00| 15000.00000 15000.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-3 | | | 0062 601-61390 24.000 EACH| 40.00000 960.00| 40.00000 960.00| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0063 601-94689 28.000 EACH| 2000.00000 56000.00| 2020.00000 56560.00| GUARDRAIL END TREATMENT, OS | | | 0064 601-94690 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| GUARDRAIL END TREATMENT, MS | | | 0065 601-97774 1.000 EACH| 800.00000 800.00| 840.00000 840.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0066 601-97803 1.000 EACH| 2200.00000 2200.00| 2100.00000 2100.00| GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,489,618.35 ROUTE : SR 3 CALL ORDER : 200 CONTRACT ID : R -25984-A COUNTIES : DELAWARE HENRY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0067 601-99105 10455.300 m | 29.00000 303203.70| 28.70000 300067.11| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0068 602-06646 1584.000 m | 40.00000 63360.00| 100.00000 158400.00| TEMPORARY CONCRETE BARRIER | | | 0069 602-06729 20.000 EACH| 7.00000 140.00| 9.00000 180.00| BARRIER DELINEATOR | | | 0070 603-06040 8735.000 m | 10.90000 95211.50| 13.00000 113555.00| FENCE, FARM FIELD, 1190 mm | | | 0072 605-01870 13.300 m | 164.04000 2181.73| 110.00000 1463.00| CURB, CONCRETE, A | | | 0073 610-05527 1132.400 Mg | 95.00000 107578.00| 65.00000 73606.00| HMA FOR APPROACHES | | | 0074 610-06262 1106.000 m2 | 70.00000 77420.00| 85.00000 94010.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0075 611-06497 39.000 EACH| 110.00000 4290.00| 168.00000 6552.00| MAILBOX ASSEMBLY, SINGLE | | | 0076 611-06498 4.000 EACH| 150.00000 600.00| 215.00000 860.00| MAILBOX ASSEMBLY, DOUBLE | | | 0077 615-06505 35.000 EACH| 300.00000 10500.00| 440.00000 15400.00| MONUMENT, B | | | 0078 615-06510 84.000 EACH| 100.00000 8400.00| 320.00000 26880.00| MONUMENT, C | | | 0079 616-02320 1731.200 m2 | 1.75000 3029.60| 1.85000 3202.72| GEOTEXTILES | | | 0080 616-06405 530.300 Mg | 26.00000 13787.80| 33.00000 17499.90| RIPRAP, REVETMENT | | | 0081 616-06451 1531.000 Mg | 29.00000 44399.00| 34.00000 52054.00| RIPRAP, UNIFORM | | | 0082 619-05926 LUMP| 1000.00000 1000.00| 10740.00000 10740.00| ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0083 619-93790 LUMP| 10000.00000 10000.00| 10500.00000 10500.00| CLEAN AND EPOXY COAT EXISTING PILES , | | | STR. NO. 1 | | | 0084 621-01004 1.000 EACH| 925.00000 925.00| 970.00000 970.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0085 621-02770 118196.600 m2 | 1.35000 159565.41| 1.40000 165475.24| EROSION CONTROL BLANKET | | | 0086 621-06545 53.524 Mg | 418.00000 22373.03| 440.00000 23550.56| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 200 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,489,618.35 ROUTE : SR 3 CALL ORDER : 200 CONTRACT ID : R -25984-A COUNTIES : DELAWARE HENRY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 621-06548 389.130 kg | 44.00000 17121.72| 46.00000 17899.98| SEED MIXTURE, CV | | | 0088 621-06553 4578.240 kg | 20.00000 91564.80| 10.50000 48071.52| SEED MIXTURE, R | | | 0089 621-06565 267.623 Mg | 251.00000 67173.37| 265.00000 70920.10| MULCHING MATERIAL | | | 0090 621-06567 1122.700 kL | 0.55000 617.49| 0.60000 673.62| WATER | | | 0091 621-06574 49.700 m2 | 2.82000 140.15| 3.00000 149.10| SODDING | | | 0092 621-06575 62338.000 m2 | 2.82000 175793.16| 3.00000 187014.00| SODDING, NURSERY | | | 0093 701-98647 32.000 m | 145.00000 4640.00| 140.00000 4480.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0094 702-51005 6.400 m3 | 1300.00000 8320.00| 1200.00000 7680.00| CONCRETE, A, SUBSTRUCTURE | | | 0095 702-51015 3.600 m3 | 700.00000 2520.00| 840.00000 3024.00| CONCRETE, B, FOOTINGS | | | 0096 702-51863 888.000 EACH| 6.00000 5328.00| 7.00000 6216.00| FIELD DRILLED HOLE IN CONCRETE | | | 0097 703-51030 26724.000 kg | 1.15000 30732.60| 1.33000 35542.92| REINFORCING STEEL | | | 0098 703-51032 45141.000 kg | 1.25000 56426.25| 1.50000 67711.50| REINFORCING STEEL, EPOXY COATED | | | 0099 703-90512 120.000 EACH| 7.00000 840.00| 18.00000 2160.00| THREADED BAR SPLICE | | | 0100 703-97703 568.000 EACH| 9.00000 5112.00| 18.00000 10224.00| THREADED BAR SPLICE, EPOXY COATED | | | 0101 704-51002 389.800 m3 | 750.00000 292350.00| 667.00000 259996.60| CONCRETE, C, SUPERSTRUCTURE | | | 0102 706-05732 16.000 EACH| 1100.00000 17600.00| 1470.00000 23520.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0103 706-51020 63.700 m3 | 510.00000 32487.00| 350.00000 22295.00| CONCRETE, C, RAILING | | | 0104 707-05982 312.800 m | 180.00000 56304.00| 250.00000 78200.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0105 709-51821 LUMP| 4000.00000 4000.00| 3465.00000 3465.00| SURFACE SEAL , STR. NO. 1 | | | 0106 709-51821 LUMP| 5000.00000 5000.00| 5535.00000 5535.00| SURFACE SEAL , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 200 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,489,618.35 ROUTE : SR 3 CALL ORDER : 200 CONTRACT ID : R -25984-A COUNTIES : DELAWARE HENRY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0107 713-51820 LUMP| 1500.00000 1500.00| 12600.00000 12600.00| TEMPORARY SUPPORT , STR. NO. 2 | | | 0108 715-01354 3040.000 m | 8.55000 25992.00| 7.00000 21280.00| CLEAN EXISTING PIPE | | | 0109 715-03406 49.000 m | 698.58000 34230.42| 735.00000 36015.00| PIPE, POLYETHYLENE LINER, 1650 mm | | | 0110 715-05019 30.000 m | 169.00000 5070.00| 170.00000 5100.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0111 715-05048 82618.100 m | 6.75000 557672.18| 4.75000 392435.98| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0112 715-05053 5556.300 m | 30.00000 166689.00| 26.00000 144463.80| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0113 715-05115 2.500 m | 70.00000 175.00| 65.00000 162.50| PIPE, TYPE 1, CIRCULAR, 150 mm | | | 0114 715-05118 180.000 m | 70.00000 12600.00| 68.00000 12240.00| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0115 715-05119 295.200 m | 75.00000 22140.00| 75.00000 22140.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0116 715-05121 31.500 m | 95.00000 2992.50| 90.00000 2835.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0117 715-05123 11.000 m | 165.00000 1815.00| 155.00000 1705.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0118 715-05125 7.500 m | 210.00000 1575.00| 200.00000 1500.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0119 715-05127 2.000 m | 600.00000 1200.00| 560.00000 1120.00| PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0120 715-05168 16.000 m | 60.00000 960.00| 60.00000 960.00| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0121 715-05169 162.000 m | 70.00000 11340.00| 70.00000 11340.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0122 715-05756 4.000 m | 100.00000 400.00| 95.00000 380.00| PIPE EXTENSION, CIRCULAR, 300 mm | | | 0123 715-25764 19.000 EACH| 2200.00000 41800.00| 2000.00000 38000.00| GRATED BOX END SECTION, I, 2:1, 300 mm | | | 0124 715-26766 1.000 EACH| 2500.00000 2500.00| 2220.00000 2220.00| GRATED BOX END SECTION, I, 2:1, 375 mm | | | 0125 715-26768 5.000 EACH| 2500.00000 12500.00| 2300.00000 11500.00| GRATED BOX END SECTION, I, 2:1, 450 mm | | | 0126 715-26769 5.000 EACH| 2800.00000 14000.00| 2700.00000 13500.00| GRATED BOX END SECTION, I, 2:1, 600 mm | | | 0127 715-26773 3.000 EACH| 3000.00000 9000.00| 3000.00000 9000.00| GRATED BOX END SECTION, I, 2:1, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 200 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,489,618.35 ROUTE : SR 3 CALL ORDER : 200 CONTRACT ID : R -25984-A COUNTIES : DELAWARE HENRY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 715-26776 11.000 EACH| 4000.00000 44000.00| 3600.00000 39600.00| GRATED BOX END SECTION, I, 2:1, 900 mm | | | 0129 715-46000 4.000 EACH| 300.00000 1200.00| 300.00000 1200.00| PIPE END SECTION, 300 mm | | | 0130 715-90836 2.000 EACH| 300.00000 600.00| 300.00000 600.00| PIPE END SECTION, 200 mm (PIPE IS 150 | | | mm, NOT 200 mm), 3:1 SLOPE | | | 0131 715-97404 27.000 EACH| 2800.00000 75600.00| 2600.00000 70200.00| GRATED BOX END SECTION, I, 3:1, 375 mm | | | 0132 715-97406 4.000 EACH| 2800.00000 11200.00| 2600.00000 10400.00| GRATED BOX END SECTION, I, 3:1, 450 mm | | | 0133 715-97408 1.000 EACH| 5000.00000 5000.00| 4600.00000 4600.00| GRATED BOX END SECTION, I, 3:1, 1050 mm | | | 1 | | | 0134 715-97689 1.000 EACH| 3800.00000 3800.00| 3600.00000 3600.00| GRATED BOX END SECTION, I, 3:1, 750 mm | | | 0135 715-97691 9.000 EACH| 4215.00000 37935.00| 4300.00000 38700.00| GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0136 715-97755 31.000 EACH| 2279.00000 70649.00| 2300.00000 71300.00| GRATED BOX END SECTION, I, 3:1, 300 mm | | | 0137 718-04986 154.000 EACH| 42.00000 6468.00| 45.00000 6930.00| CLEANOUT EXISTING OUTLET PROTECTORS | | | 0138 718-06526 3676.400 Mg | 48.00000 176467.20| 30.00000 110292.00| HMA FOR UNDERDRAINS | | | 0139 718-06528 566.000 EACH| 489.00000 276774.00| 500.00000 283000.00| OUTLET PROTECTOR, 1 | | | 0140 718-52610 12890.400 m3 | 32.00000 412492.80| 32.50000 418938.00| AGGREGATE FOR UNDERDRAINS | | | 0141 718-99153 115665.400 m2 | 0.80000 92532.32| 0.90000 104098.86| GEOTEXTILES FOR UNDERDRAIN | | | 0143 720-44000 73.000 EACH| 300.00000 21900.00| 305.00000 22265.00| CASTING, ADJUST TO GRADE | | | 0144 720-45005 1.000 EACH| 2216.00000 2216.00| 1300.00000 1300.00| INLET, A2 | | | 0145 720-45030 13.000 EACH| 2116.00000 27508.00| 1100.00000 14300.00| INLET, E7 | | | 0146 720-98174 2.000 EACH| 2851.00000 5702.00| 1800.00000 3600.00| INLET, B15 | | | 0147 722-51401 7.000 m2 | 635.00000 4445.00| 366.00000 2562.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0148 722-51842 804.700 m2 | 70.00000 56329.00| 65.00000 52305.50| BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 200 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,489,618.35 ROUTE : SR 3 CALL ORDER : 200 CONTRACT ID : R -25984-A COUNTIES : DELAWARE HENRY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 722-51846 9.800 m3 | 434.50000 4258.10| 434.50000 4258.10| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0150 722-51852 150.000 m2 | 70.00000 10500.00| 115.00000 17250.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0151 801-06209 132641.000 m | 2.00000 265282.00| 2.70000 358130.70| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 150 mm | | | 0152 801-06606 18.000 EACH| 175.00000 3150.00| 190.00000 3420.00| BARRICADE, IIIB | | | 0153 801-06640 61.000 EACH| 185.00000 11285.00| 120.00000 7320.00| CONSTRUCTION SIGN, A | | | 0154 801-06645 11.000 EACH| 55.00000 605.00| 31.00000 341.00| CONSTRUCTION SIGN, B | | | 0155 801-06710 504.000 DAY | 18.00000 9072.00| 15.75000 7938.00| FLASHING ARROW SIGN | | | 0156 801-06735 42.000 EACH| 70.00000 2940.00| 73.50000 3087.00| TUBULAR MARKER, PERMANENT | | | 0157 801-06775 LUMP| 450000.00000 450000.00| 200000.00000 200000.00| MAINTAINING TRAFFIC | | | 0158 802-05701 1173.300 m | 23.63000 27725.08| 24.81000 29109.57| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0159 802-05702 406.900 m | 17.53000 7132.96| 18.41000 7491.03| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0160 802-05706 107.400 m | 23.03000 2473.42| 24.18000 2596.93| SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0161 802-07137 14.000 EACH| 207.21000 2900.94| 217.57000 3045.98| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0162 802-07138 8.000 EACH| 216.72000 1733.76| 227.56000 1820.48| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0163 802-07151 10.000 EACH| 182.02000 1820.20| 191.12000 1911.20| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0164 802-07158 2.000 EACH| 2544.05000 5088.10| 2671.26000 5342.52| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0165 802-76015 239.200 m2 | 123.15000 29457.48| 129.31000 30930.95| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 200 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,489,618.35 ROUTE : SR 3 CALL ORDER : 200 CONTRACT ID : R -25984-A COUNTIES : DELAWARE HENRY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0166 802-76025 35.000 m2 | 82.56000 2889.60| 86.69000 3034.15| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0167 802-76035 245.700 m2 | 78.16000 19203.91| 82.07000 20164.60| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0168 802-76045 25.900 m2 | 118.86000 3078.47| 124.80000 3232.32| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0169 802-76095 5953.300 kg | 3.10000 18455.23| 3.25000 19348.23| STRUCTURAL STEEL, BREAKAWAY | | | 0170 803-76140 2.000 EACH| 16324.35000 32648.70| 17140.57000 34281.14| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0171 803-76175 9.300 m | 496.51000 4617.54| 521.34000 4848.46| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0172 805-01836 1300.000 m | 2.43000 3159.00| 2.55000 3315.00| SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0173 805-01842 6.000 EACH| 584.59000 3507.54| 613.82000 3682.92| HANDHOLE, SIGNAL | | | 0174 805-02328 2390.000 m | 0.75000 1792.50| 0.79000 1888.10| SIGNAL CABLE, 1C 14GA. | | | 0175 805-06592 540.000 m | 27.77000 14995.80| 29.16000 15746.40| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0176 805-78785 11.000 EACH| 740.18000 8141.98| 777.19000 8549.09| SIGNAL DETECTOR HOUSING | | | 0177 805-78795 416.000 m | 18.36000 7637.76| 19.28000 8020.48| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0178 805-92504 6.000 EACH| 1023.34000 6140.04| 1074.51000 6447.06| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0179 807-82016 2.000 EACH| 679.68000 1359.36| 713.67000 1427.34| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0180 808-06702 40078.600 m | 0.05000 2003.93| 0.01000 400.79| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0181 808-06703 55596.000 m | 0.73000 40585.08| 1.00000 55596.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0182 808-06716 1991.000 m | 1.00000 1991.00| 1.00000 1991.00| LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 200 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,489,618.35 ROUTE : SR 3 CALL ORDER : 200 CONTRACT ID : R -25984-A COUNTIES : DELAWARE HENRY LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0183 808-75051 369.300 m | 3.80000 1403.34| 3.15000 1163.30| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0184 808-75054 369.300 m | 3.80000 1403.34| 3.15000 1163.30| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0185 808-75061 369.300 m | 4.00000 1477.20| 0.01000 3.69| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0186 808-75215 217.400 m | 4.25000 923.95| 7.35000 1597.89| LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0187 808-75245 45643.500 m | 0.73000 33319.76| 1.00000 45643.50| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0188 808-75297 294.100 m | 8.50000 2499.85| 21.00000 6176.10| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0189 808-75320 178.000 EACH| 40.00000 7120.00| 72.00000 12816.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0190 808-75998 2780.000 EACH| 18.00000 50040.00| 20.00000 55600.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0191 808-96016 223.000 m | 4.25000 947.75| 7.35000 1639.05| LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0192 401-06264 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| PROFILOGRAPH, HMA | | | 0193 611-91761 2.000 EACH| 14500.00000 29000.00| 5000.00000 10000.00| TEMPORARY CROSSOVER, A | | | 0194 719-94646 154.000 EACH| 20.00000 3080.00| 90.00000 13860.00| OUTLET PROTECTOR , LOCATE | | | 0195 805-96014 263.000 m | 50.00000 13150.00| 35.00000 9205.00| SAW CUT, FULL DEPTH | | | SECTION TOTALS | $ 17,885,811.60| $ 20,190,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,885,811.60| $ 20,190,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 204 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CITY CALL ORDER : 204 CONTRACT ID : R -26012-B COUNTIES : KNOX LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 170 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 2,565,188.98 100.0000% 2 35-1418333 ROGERS GROUP, INC. IRREGULAR BID $ 2,869,692.02 111.8705% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 206 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,876,564.69 ROUTE : 169TH ST CALL ORDER : 206 CONTRACT ID : R -26020-B COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N941003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 3,428,899.38 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,459,485.00 100.8919% 3 35-1120685 WALSH & KELLY, INC. $ 3,681,373.03 107.3631% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-01925 12.000 MOS | 1700.00000 20400.00| 1950.00000 23400.00| 1750.00000 21000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 40000.00000 40000.00| 34800.00000 34800.00| 22000.00000 22000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 160000.00000 160000.00| 172974.27000 172974.27| 170000.00000 170000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13000.00000 13000.00| 39327.00000 39327.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 5074.000 m2 | 3.50000 17759.00| 6.50000 32981.00| 7.00000 35518.00 PAVEMENT, REMOVE | | | 0006 202-02260 11.000 EACH| 475.00000 5225.00| 350.00000 3850.00| 400.00000 4400.00 TREE, 760 mm, REMOVE | | | 0007 202-02273 80.000 m2 | 10.30000 824.00| 16.00000 1280.00| 25.00000 2000.00 CENTER CURB, CONCRETE, REMOVE | | | 0008 202-02279 3874.000 m | 8.00000 30992.00| 4.50000 17433.00| 6.20000 24018.80 CURB AND GUTTER, REMOVE | | | 0009 202-03875 2.000 EACH| 144.00000 288.00| 510.00000 1020.00| 400.00000 800.00 CONCRETE STEPS, REMOVE | | | 0010 202-52710 4556.000 m2 | 4.65000 21185.40| 3.80000 17312.80| 4.00000 18224.00 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60820 3127.000 m2 | 2.00000 6254.00| 1.50000 4690.50| 3.00000 9381.00 SURFACE MILLING, ASPHALT | | | 0012 202-74025 70.000 m | 7.00000 490.00| 9.80000 686.00| 55.00000 3850.00 FENCE, REMOVE , PRIVACY | | | 0013 202-74025 51.800 m | 6.00000 310.80| 10.00000 518.00| 22.00000 1139.60 FENCE, REMOVE , SPLIT RAIL | | | 0014 202-78515 LUMP| 500.00000 500.00| 545.00000 545.00| 4180.00000 4180.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 206 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,876,564.69 ROUTE : 169TH ST CALL ORDER : 206 CONTRACT ID : R -26020-B COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-91385 64.000 EACH| 125.00000 8000.00| 140.00000 8960.00| 343.94000 22012.16 INLET, REMOVE | | | 0016 202-91840 717.400 m | 6.60000 4734.84| 7.50000 5380.50| 7.00000 5021.80 FENCE, CHAIN LINK, REMOVE | | | 0017 202-93047 10.000 EACH| 350.00000 3500.00| 230.00000 2300.00| 1819.40000 18194.00 MANHOLE, REMOVE | | | 0018 202-94607 LUMP| 590.00000 590.00| 2830.00000 2830.00| 4000.00000 4000.00 RETAINING WALL, REMOVE | | | 0019 202-96151 LUMP| 2000.00000 2000.00| 445.00000 445.00| 410.00000 410.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0020 202-99216 4.000 EACH| 250.00000 1000.00| 270.00000 1080.00| 760.00000 3040.00 LIGHT POLE AND BASE, REMOVE | | | 0021 203-02000 16092.000 m3 | 14.00000 225288.00| 13.00000 209196.00| 14.00000 225288.00 EXCAVATION, COMMON | | | 0022 205-02224 29.000 m | 12.00000 348.00| 14.00000 406.00| 12.86000 372.94 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0023 205-02236 138.000 EACH| 50.00000 6900.00| 60.00000 8280.00| 55.00000 7590.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0024 206-51230 60.900 m3 | 30.00000 1827.00| 30.00000 1827.00| 25.00000 1522.50 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0025 207-02045 5381.000 m3 | 8.95000 48159.95| 0.50000 2690.50| 1.25000 6726.25 EXCAVATION FOR SUBGRADE TREATMENT | | | 0026 210-06192 234.000 m | 59.60000 13946.40| 84.50000 19773.00| 75.00000 17550.00 WALL , 200 mm | | | 0027 211-02060 16303.000 m3 | 0.10000 1630.30| 0.01000 163.03| 0.05000 815.15 B BORROW FOR STRUCTURE BACKFILL | | | 0028 303-04075 4.000 Mg | 75.00000 300.00| 65.00000 260.00| 28.00000 112.00 COMPACTED AGGREGATE, O, 73 | | | 0029 303-52308 1794.000 Mg | 18.00000 32292.00| 17.00000 30498.00| 14.00000 25116.00 COMPACTED AGGREGATE, O, 53 | | | 0030 401-05437 25149.000 Mg | 29.00000 729321.00| 27.30000 686567.70| 32.50000 817342.50 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0031 401-05455 5271.000 Mg | 30.50000 160765.50| 30.30000 159711.30| 36.30000 191337.30 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0032 401-05456 2630.000 Mg | 36.00000 94680.00| 40.00000 105200.00| 43.50000 114405.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0033 402-05468 492.000 Mg | 32.00000 15744.00| 30.00000 14760.00| 32.50000 15990.00 HMA BASE 25.0 mm, MAINLINE | | | 0034 402-05474 425.000 Mg | 43.00000 18275.00| 50.00000 21250.00| 26.50000 11262.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 206 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,876,564.69 ROUTE : 169TH ST CALL ORDER : 206 CONTRACT ID : R -26020-B COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 402-05477 193.000 Mg | 60.00000 11580.00| 51.00000 9843.00| 29.50000 5693.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0036 402-05481 9.000 Mg | 70.00000 630.00| 85.00000 765.00| 150.00000 1350.00 HMA BASE 25.0 mm, SHOULDER | | | 0037 402-05490 3.000 Mg | 100.00000 300.00| 225.00000 675.00| 175.00000 525.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0038 402-05495 157.000 Mg | 60.00000 9420.00| 43.50000 6829.50| 48.50000 7614.50 HMA WEDGE AND LEVEL | | | 0039 402-07122 6.000 Mg | 100.00000 600.00| 120.00000 720.00| 150.00000 900.00 HMA FOR CURBED SHOULDER | | | 0040 405-05517 4.700 Mg | 425.00000 1997.50| 400.00000 1880.00| 150.00000 705.00 ASPHALT FOR PRIME COAT | | | 0041 406-05520 36.700 Mg | 370.00000 13579.00| 285.00000 10459.50| 290.00000 10643.00 ASPHALT FOR TACK COAT | | | 0042 601-90027 8.000 m | 345.00000 2760.00| 175.00000 1400.00| 345.00000 2760.00 GUARDRAIL, WOOD BEAM | | | 0043 603-04847 3.000 EACH| 3100.00000 9300.00| 980.00000 2940.00| 1256.00000 3768.00 FENCE GATE , CHAINLINK, 1830 mm, ROLLER | | | TYPE | | | 0044 603-92636 330.000 m | 32.27000 10649.10| 30.50000 10065.00| 39.05000 12886.50 FENCE, CHAIN LINK, 1830 mm | | | 0045 603-97461 594.000 m | 13.00000 7722.00| 13.00000 7722.00| 9.25000 5494.50 TEMPORARY FENCE | | | 0046 604-06069 764.900 m2 | 38.00000 29066.20| 40.00000 30596.00| 50.00000 38245.00 CURB RAMP, CONCRETE | | | 0047 604-44251 0.300 m3 | 600.00000 180.00| 2135.00000 640.50| 12000.00000 3600.00 STEPS, CONCRETE | | | 0048 604-91531 4370.000 m2 | 27.90000 121923.00| 32.00000 139840.00| 33.00000 144210.00 SIDEWALK, CONCRETE, 100 mm | | | 0049 605-06120 364.000 m | 49.00000 17836.00| 48.00000 17472.00| 55.00000 20020.00 CURB, CONCRETE | | | 0050 605-06150 3736.000 m | 38.50000 143836.00| 28.00000 104608.00| 46.00000 171856.00 CURB AND GUTTER, C, CONCRETE | | | 0051 610-05527 212.000 Mg | 49.50000 10494.00| 52.00000 11024.00| 70.00000 14840.00 HMA FOR APPROACHES | | | 0052 611-05330 1838.000 m2 | 34.25000 62951.50| 37.00000 68006.00| 50.00000 91900.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0053 615-06505 1.000 EACH| 125.00000 125.00| 500.00000 500.00| 350.00000 350.00 MONUMENT, B | | | 0054 621-01004 2.000 EACH| 250.00000 500.00| 760.00000 1520.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 206 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,876,564.69 ROUTE : 169TH ST CALL ORDER : 206 CONTRACT ID : R -26020-B COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 621-06560 762.000 m2 | 0.75000 571.50| 1.20000 914.40| 1.08000 822.96 MULCHED SEEDING, U | | | 0056 621-06575 5017.000 m2 | 3.59000 18011.03| 4.20000 21071.40| 3.92000 19666.64 SODDING, NURSERY | | | 0057 701-44245 1170.000 kg | 1.45000 1696.50| 4.50000 5265.00| 4.00000 4680.00 REINFORCING STEEL FOR STRUCTURES | | | 0058 702-90915 17.600 m3 | 600.00000 10560.00| 570.00000 10032.00| 600.00000 10560.00 CONCRETE, A | | | 0059 715-04629 16.000 EACH| 170.00000 2720.00| 300.00000 4800.00| 100.70000 1611.20 PIPE , SEAL IN PLACE | | | 0060 715-05024 666.200 m | 213.00000 141900.60| 270.00000 179874.00| 258.00000 171879.60 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0061 715-05148 5.000 m | 81.50000 407.50| 110.00000 550.00| 91.84000 459.20 PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0062 715-05149 650.200 m | 86.00000 55917.20| 80.00000 52016.00| 76.83000 49954.87 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0063 715-05151 25.000 m | 89.00000 2225.00| 112.00000 2800.00| 102.60000 2565.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0064 715-05152 77.000 m | 113.00000 8701.00| 110.00000 8470.00| 98.27000 7566.79 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0065 715-05153 140.000 m | 152.00000 21280.00| 150.00000 21000.00| 150.46000 21064.40 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0066 715-05154 102.000 m | 155.00000 15810.00| 225.00000 22950.00| 225.25000 22975.50 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0067 715-05156 423.000 m | 185.00000 78255.00| 244.00000 103212.00| 241.00000 101943.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0068 715-05159 438.000 m | 250.00000 109500.00| 298.00000 130524.00| 278.00000 121764.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0069 715-05161 398.000 m | 281.00000 111838.00| 320.00000 127360.00| 350.00000 139300.00 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0070 720-44000 12.000 EACH| 250.00000 3000.00| 270.00000 3240.00| 300.00000 3600.00 CASTING, ADJUST TO GRADE | | | 0071 720-45045 12.000 EACH| 1200.00000 14400.00| 1000.00000 12000.00| 939.00000 11268.00 INLET, J10 | | | 0072 720-45055 4.000 EACH| 1235.00000 4940.00| 1445.00000 5780.00| 971.00000 3884.00 INLET, M10 | | | 0073 720-45230 3.000 EACH| 1680.00000 5040.00| 1640.00000 4920.00| 1223.00000 3669.00 CATCH BASIN, D6 | | | 0074 720-45235 1.000 EACH| 1335.00000 1335.00| 1320.00000 1320.00| 1202.00000 1202.00 CATCH BASIN, E7 | | | 0075 720-45250 40.000 EACH| 1735.00000 69400.00| 1210.00000 48400.00| 1297.00000 51880.00 CATCH BASIN, K10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 206 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,876,564.69 ROUTE : 169TH ST CALL ORDER : 206 CONTRACT ID : R -26020-B COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 720-45270 4.000 EACH| 850.00000 3400.00| 1155.00000 4620.00| 611.00000 2444.00 PIPE CATCH BASIN, 450 mm | | | 0077 720-45410 5.000 EACH| 1925.00000 9625.00| 1470.00000 7350.00| 1321.00000 6605.00 MANHOLE, C4 | | | 0078 720-91973 10.000 EACH| 3100.00000 31000.00| 2010.00000 20100.00| 2236.00000 22360.00 MANHOLE, H4 | | | 0079 720-93501 2.000 EACH| 9000.00000 18000.00| 9240.00000 18480.00| 7211.00000 14422.00 MANHOLE, L4 | | | 0080 720-94612 8.000 EACH| 4700.00000 37600.00| 3000.00000 24000.00| 3050.00000 24400.00 MANHOLE, K4 | | | 0081 732-04596 4.000 EACH| 650.00000 2600.00| 800.00000 3200.00| 828.00000 3312.00 WATER SERVICE , COMMERCIAL 50 mm, | | | GREATER THAN 6 m | | | 0082 732-04596 3.000 EACH| 750.00000 2250.00| 1290.00000 3870.00| 3418.00000 10254.00 WATER SERVICE , COMMERCIAL, 100 mm | | | 0083 732-04596 8.000 EACH| 550.00000 4400.00| 560.00000 4480.00| 650.00000 5200.00 WATER SERVICE , COMMERCIAL, 50 mm, LESS | | | THAN 6 m | | | 0084 732-04596 16.000 EACH| 525.00000 8400.00| 500.00000 8000.00| 500.00000 8000.00 WATER SERVICE , DOMESTIC, 25 mm, LESS | | | THAN 6 m | | | 0085 732-04596 13.000 EACH| 625.00000 8125.00| 570.00000 7410.00| 742.00000 9646.00 WATER SERVICE , DOMESTIC, 25 mm,GREATER | | | THAN 6m | | | 0086 732-91742 5.000 EACH| 2250.00000 11250.00| 3470.00000 17350.00| 3000.00000 15000.00 FIRE HYDRANT ASSEMBLY, H-3, LONG SIDE | | | 0087 732-91742 11.000 EACH| 2150.00000 23650.00| 2925.00000 32175.00| 2097.00000 23067.00 FIRE HYDRANT ASSEMBLY, H-3, SHORT SIDE | | | 0088 732-97009 16.000 EACH| 650.00000 10400.00| 320.00000 5120.00| 400.00000 6400.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0089 801-04308 22.000 EACH| 244.00000 5368.00| 170.00000 3740.00| 162.00000 3564.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0090 801-06203 4285.000 m | 0.54000 2313.90| 0.60000 2571.00| 0.61000 2613.85 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0091 801-06207 14991.000 m | 2.50000 37477.50| 2.70000 40475.70| 2.58000 38676.78 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0092 801-06216 40.000 m | 4.00000 160.00| 4.00000 160.00| 3.74000 149.60 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0093 801-06218 120.000 m | 15.75000 1890.00| 9.30000 1116.00| 8.53000 1023.60 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 206 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,876,564.69 ROUTE : 169TH ST CALL ORDER : 206 CONTRACT ID : R -26020-B COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 801-06605 24.000 EACH| 100.00000 2400.00| 116.30000 2791.20| 110.00000 2640.00 BARRICADE, IIIA | | | 0095 801-06606 29.000 EACH| 166.00000 4814.00| 150.00000 4350.00| 142.00000 4118.00 BARRICADE, IIIB | | | 0096 801-06625 13.000 EACH| 58.00000 754.00| 73.00000 949.00| 69.00000 897.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0097 801-06640 67.000 EACH| 108.00000 7236.00| 130.00000 8710.00| 123.00000 8241.00 CONSTRUCTION SIGN, A | | | 0098 801-06645 11.000 EACH| 40.00000 440.00| 45.00000 495.00| 43.00000 473.00 CONSTRUCTION SIGN, B | | | 0099 801-06710 500.000 DAY | 12.00000 6000.00| 12.00000 6000.00| 11.00000 5500.00 FLASHING ARROW SIGN | | | 0100 801-06775 LUMP| 24000.00000 24000.00| 39940.00000 39940.00| 24500.00000 24500.00 MAINTAINING TRAFFIC | | | 0101 801-53072 LUMP| 6000.00000 6000.00| 6520.00000 6520.00| 31400.00000 31400.00 TEMPORARY TRAFFIC SIGNAL | | | 0102 801-94295 5.000 EACH| 250.00000 1250.00| 270.00000 1350.00| 180.00000 900.00 SIGNAL HEAD, RELOCATE | | | 0103 802-05701 343.400 m | 39.36000 13516.22| 35.50000 12190.70| 22.24000 7637.22 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0104 802-76025 62.310 m2 | 139.93000 8719.04| 130.00000 8100.30| 135.91000 8468.55 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0105 802-97812 16.000 EACH| 300.00000 4800.00| 272.00000 4352.00| 75.00000 1200.00 STREET NAME IDENTIFICATION SIGN , | | | GROUND MOUNTED | | | 0106 802-97812 8.000 EACH| 350.00000 2800.00| 272.00000 2176.00| 154.00000 1232.00 STREET NAME IDENTIFICATION SIGN , | | | OVERHEAD | | | 0107 805-01815 8.000 EACH| 1600.00000 12800.00| 1740.00000 13920.00| 1385.00000 11080.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0108 805-01842 30.000 EACH| 500.00000 15000.00| 545.00000 16350.00| 650.00000 19500.00 HANDHOLE, SIGNAL | | | 0109 805-02151 12.000 EACH| 380.00000 4560.00| 415.00000 4980.00| 338.00000 4056.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0110 805-02373 1984.000 m | 7.38000 14641.92| 8.90000 17657.60| 6.75000 13392.00 INTERCONNECT CABLE, FIBER OPTIC | | | 0111 805-02596 2.000 EACH| 150.00000 300.00| 165.00000 330.00| 120.00000 240.00 CONDUIT RISER WITH WEATHERHEAD, STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 206 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,876,564.69 ROUTE : 169TH ST CALL ORDER : 206 CONTRACT ID : R -26020-B COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 805-04782 2.000 EACH| 26500.00000 53000.00| 26000.00000 52000.00| 25000.00000 50000.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0113 805-04982 367.000 m | 3.28000 1203.76| 3.50000 1284.50| 5.65000 2073.55 CABLE LEAD IN, 6 PAIR 19 | | | 0114 805-06592 1984.600 m | 22.14000 43939.04| 25.00000 49615.00| 8.70000 17266.02 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0115 805-78106 1.000 EACH| 12500.00000 12500.00| 13000.00000 13000.00| 12000.00000 12000.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0116 805-78109 1.000 EACH| 9200.00000 9200.00| 9675.00000 9675.00| 8900.00000 8900.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0117 805-78205 16.000 EACH| 380.00000 6080.00| 415.00000 6640.00| 365.00000 5840.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0118 805-78370 12.000 EACH| 150.00000 1800.00| 165.00000 1980.00| 60.00000 720.00 PEDESTRIAN PUSH BUTTON | | | 0119 805-78415 8.000 EACH| 800.00000 6400.00| 870.00000 6960.00| 1210.00000 9680.00 SPAN, CATENARY, AND TETHER | | | 0120 805-78420 8.000 EACH| 250.00000 2000.00| 272.00000 2176.00| 165.00000 1320.00 DISCONNECT HANGER | | | 0121 805-78467 5.000 m | 3.94000 19.70| 4.30000 21.50| 5.30000 26.50 SIGNAL CABLE, 3C 8GA. | | | 0122 805-78470 796.000 m | 0.66000 525.36| 0.70000 557.20| 1.90000 1512.40 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0123 805-78480 663.300 m | 1.31000 868.92| 2.00000 1326.60| 2.80000 1857.24 SIGNAL CABLE, 3C 14GA. | | | 0124 805-78485 450.200 m | 2.30000 1035.46| 2.50000 1125.50| 2.95000 1328.09 SIGNAL CABLE, 5C 14GA. | | | 0125 805-78490 252.600 m | 2.62000 661.81| 3.00000 757.80| 3.95000 997.77 SIGNAL CABLE, 7C 14GA. | | | 0126 805-78510 1854.000 m | 1.64000 3040.56| 1.80000 3337.20| 2.80000 5191.20 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0127 805-78785 8.000 EACH| 380.00000 3040.00| 415.00000 3320.00| 470.00000 3760.00 SIGNAL DETECTOR HOUSING | | | 0128 805-78795 288.000 m | 22.96000 6612.48| 28.50000 8208.00| 26.25000 7560.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0129 805-78925 2.000 EACH| 500.00000 1000.00| 545.00000 1090.00| 765.00000 1530.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0130 805-81032 8.000 EACH| 3100.00000 24800.00| 2935.00000 23480.00| 2500.00000 20000.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 206 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,876,564.69 ROUTE : 169TH ST CALL ORDER : 206 CONTRACT ID : R -26020-B COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 805-86810 2.000 EACH| 2500.00000 5000.00| 2715.00000 5430.00| 2900.00000 5800.00 SERVICE POINT, II | | | 0132 805-86889 378.400 m | 0.82000 310.29| 1.00000 378.40| 1.60000 605.44 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0133 805-86920 33.000 EACH| 15.00000 495.00| 16.30000 537.90| 17.25000 569.25 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0134 805-86930 32.000 EACH| 15.00000 480.00| 16.30000 521.60| 12.00000 384.00 INSULATING LINK, NOT WATERPROOFED | | | 0135 805-96121 12.000 EACH| 150.00000 1800.00| 165.00000 1980.00| 60.00000 720.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0136 805-98335 1157.600 m | 11.48000 13289.25| 12.50000 14470.00| 12.95000 14990.92 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0137 805-98336 71.600 m | 11.48000 821.97| 12.50000 895.00| 12.95000 927.22 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0138 807-01878 16.000 EACH| 300.00000 4800.00| 325.00000 5200.00| 215.00000 3440.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0139 807-02191 2.000 EACH| 500.00000 1000.00| 545.00000 1090.00| 590.00000 1180.00 HANDHOLE, LIGHTING | | | 0140 807-02428 12.000 EACH| 500.00000 6000.00| 545.00000 6540.00| 690.00000 8280.00 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0141 807-02780 4.000 EACH| 1500.00000 6000.00| 1630.00000 6520.00| 385.00000 1540.00 LUMINAIRE MAST ARM, 2.4 m | | | 0142 807-02784 8.000 EACH| 750.00000 6000.00| 815.00000 6520.00| 660.00000 5280.00 LUMINAIRE MAST ARM, 6.1 m | | | 0143 807-06796 3.000 EACH| 5000.00000 15000.00| 5435.00000 16305.00| 60.00000 180.00 ELECTRIC SERVICE DROP | | | 0144 807-84480 12.000 EACH| 850.00000 10200.00| 925.00000 11100.00| 825.00000 9900.00 LIGHT POLE, 9.1 m E.M.H., 1.5 m MAST | | | ARM, TRANSFORMER BASE | | | 0145 807-86910 16.000 EACH| 25.00000 400.00| 27.00000 432.00| 24.70000 395.20 CONNECTOR KIT, UNFUSED | | | 0146 807-86915 16.000 EACH| 25.00000 400.00| 27.00000 432.00| 24.70000 395.20 CONNECTOR KIT, FUSED | | | 0147 808-06701 862.000 m | 0.84000 724.08| 0.90000 775.80| 1.19000 1025.78 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 206 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,876,564.69 ROUTE : 169TH ST CALL ORDER : 206 CONTRACT ID : R -26020-B COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0148 808-06703 271.000 m | 0.84000 227.64| 0.90000 243.90| 1.19000 322.49 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0149 808-06716 240.000 m | 0.98000 235.20| 1.40000 336.00| 1.30000 312.00 LINE, REMOVE | | | 0150 808-74815 585.000 m | 4.50000 2632.50| 4.90000 2866.50| 1.75000 1023.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | 0151 808-75240 358.000 m | 0.84000 300.72| 0.90000 322.20| 1.19000 426.02 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0152 808-75245 3561.000 m | 0.84000 2991.24| 0.90000 3204.90| 1.19000 4237.59 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0153 808-75278 149.000 m | 4.50000 670.50| 4.90000 730.10| 3.52000 524.48 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0154 808-75290 154.000 m | 8.75000 1347.50| 9.50000 1463.00| 6.79000 1045.66 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0155 808-75320 23.000 EACH| 49.00000 1127.00| 53.00000 1219.00| 49.00000 1127.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0156 808-75325 21.000 EACH| 71.00000 1491.00| 78.00000 1638.00| 89.00000 1869.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 3,428,899.38| $ 3,459,485.00| $ 3,681,373.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,428,899.38| $ 3,459,485.00| $ 3,681,373.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,230,000.00 ROUTE : NORTH-SOUTH CORRIDOR CALL ORDER : 210 CONTRACT ID : R -26050-A COUNTIES : HENDRICKS LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9932031 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 1,667,048.67 100.0000% 2 35-1315965 FOX CONTRACTORS CORP. $ 1,690,649.76 101.4157% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,709,371.07 102.5387% 4 31-4351261 SHELLY & SANDS, INC. $ 1,724,991.55 103.4757% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 1,743,912.11 104.6107% 6 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,752,560.30 105.1295% 7 35-1139301 E & B PAVING, INC. $ 1,754,860.00 105.2674% 8 38-1894432 IAFRATE, ANGELO CONSTRUCTION $ 1,788,990.37 107.3148% ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1315965 |(3) 35-1917625 |CRIDER & CRIDER, INC. |FOX CONTRACTORS CORP. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 32000.00000 32000.00| 30300.00000 30300.00| 31230.00000 31230.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1260.00000 15120.00| 910.00000 10920.00| 2564.22000 30770.64 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 82400.00000 82400.00| 49850.00000 49850.00| 85000.00000 85000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 31000.00000 31000.00| 30000.00000 30000.00| 34187.46000 34187.46 CLEARING RIGHT OF WAY | | | 0005 202-60820 2083.000 m2 | 3.60000 7498.80| 2.00000 4166.00| 2.47000 5145.01 SURFACE MILLING, ASPHALT | | | 0006 203-02000 50950.000 m3 | 6.40000 326080.00| 6.95000 354102.50| 6.42000 327099.00 EXCAVATION, COMMON | | | 0007 205-02224 176.000 m | 5.83000 1026.08| 5.80000 1020.80| 5.77000 1015.52 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-06931 110.000 Mg | 31.00000 3410.00| 25.90000 2849.00| 44.66000 4912.60 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06936 398.000 Mg | 7.00000 2786.00| 10.90000 4338.20| 22.91000 9118.18 TEMPORARY SEDIMENT TRAP | | | 0010 207-06499 6524.000 m2 | 1.70000 11090.80| 4.60000 30010.40| 3.46000 22573.04 SUBGRADE TREATMENT | | | 0011 211-02060 850.000 m3 | 23.00000 19550.00| 27.60000 23460.00| 15.59000 13251.50 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,230,000.00 ROUTE : NORTH-SOUTH CORRIDOR CALL ORDER : 210 CONTRACT ID : R -26050-A COUNTIES : HENDRICKS LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1315965 |(3) 35-1917625 |CRIDER & CRIDER, INC. |FOX CONTRACTORS CORP. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 303-52308 6370.000 Mg | 12.30000 78351.00| 12.15000 77395.50| 11.52000 73382.40 COMPACTED AGGREGATE, O, 53 | | | 0013 305-05204 32.400 Mg | 112.00000 3628.80| 112.50000 3645.00| 116.38000 3770.71 HMA FOR PATCHING | | | 0014 401-05437 11674.000 Mg | 29.75000 347301.50| 30.55000 356640.70| 30.02000 350453.48 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0015 401-05455 3123.000 Mg | 33.25000 103839.75| 34.13000 106587.99| 33.53000 104714.19 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0016 401-05456 1566.000 Mg | 46.75000 73210.50| 48.00000 75168.00| 47.12000 73789.92 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-05459 2817.000 Mg | 29.50000 83101.50| 30.20000 85073.40| 29.69000 83636.73 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0018 401-06264 LUMP| 1500.00000 1500.00| 1150.00000 1150.00| 1132.74000 1132.74 PROFILOGRAPH, HMA | | | 0019 402-05470 2616.000 Mg | 29.25000 76518.00| 30.00000 78480.00| 29.46000 77067.36 HMA BASE C25.0 mm, MAINLINE | | | 0020 404-05511 10430.000 m2 | 0.71000 7405.30| 0.70000 7301.00| 0.73000 7613.90 SEAL COAT, 2 | | | 0021 404-05514 800.000 m2 | 1.20000 960.00| 1.20000 960.00| 1.23000 984.00 SEAL COAT, 5 | | | 0022 405-05517 16.900 Mg | 309.00000 5222.10| 309.20000 5225.48| 295.00000 4985.50 ASPHALT FOR PRIME COAT | | | 0023 406-05520 24.000 Mg | 195.00000 4680.00| 194.50000 4668.00| 185.00000 4440.00 ASPHALT FOR TACK COAT | | | 0024 601-01740 1.000 EACH| 1525.00000 1525.00| 1519.80000 1519.80| 1504.25000 1504.25 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0025 601-06854 2.000 EACH| 1575.00000 3150.00| 1567.15000 3134.30| 1551.09000 3102.18 GUARDRAIL, W-BEAM, NESTED | | | 0026 601-94689 3.000 EACH| 1950.00000 5850.00| 1940.50000 5821.50| 1920.65000 5761.95 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 123.830 m | 31.00000 3838.73| 31.00000 3838.73| 30.71000 3802.82 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 62.000 Mg | 74.25000 4603.50| 76.10000 4718.20| 79.55000 4932.10 HMA FOR APPROACHES | | | 0029 611-06497 3.000 EACH| 103.00000 309.00| 103.00000 309.00| 102.02000 306.06 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06505 1.000 EACH| 535.00000 535.00| 536.40000 536.40| 530.91000 530.91 MONUMENT, B | | | 0031 615-06510 5.000 EACH| 231.00000 1155.00| 231.40000 1157.00| 229.02000 1145.10 MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,230,000.00 ROUTE : NORTH-SOUTH CORRIDOR CALL ORDER : 210 CONTRACT ID : R -26050-A COUNTIES : HENDRICKS LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1315965 |(3) 35-1917625 |CRIDER & CRIDER, INC. |FOX CONTRACTORS CORP. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 615-06527 3.000 EACH| 578.00000 1734.00| 578.50000 1735.50| 572.55000 1717.65 MONUMENT, SECTION CORNER | | | 0033 616-02320 444.000 m2 | 2.00000 888.00| 2.70000 1198.80| 2.50000 1110.00 GEOTEXTILES | | | 0034 616-05689 580.000 Mg | 23.00000 13340.00| 21.45000 12441.00| 30.71000 17811.80 RIPRAP, CLASS 2 | | | 0035 616-06405 72.000 Mg | 20.50000 1476.00| 19.00000 1368.00| 24.98000 1798.56 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 315.00000 630.00| 315.50000 631.00| 312.30000 624.60 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 13.500 Mg | 575.00000 7762.50| 577.40000 7794.90| 571.51000 7715.39 FERTILIZER | | | 0038 621-06553 2280.000 kg | 6.10000 13908.00| 6.10000 13908.00| 6.02000 13725.60 SEED MIXTURE, R | | | 0039 621-06557 1080.000 kg | 3.75000 4050.00| 3.75000 4050.00| 3.73000 4028.40 SEED MIXTURE, T | | | 0040 621-06565 108.000 Mg | 440.00000 47520.00| 440.70000 47595.60| 436.18000 47107.44 MULCHING MATERIAL | | | 0041 621-06567 4.900 kL | 0.58000 2.84| 0.50000 2.45| 0.57000 2.79 WATER | | | 0042 621-06574 273.000 m2 | 5.40000 1474.20| 5.40000 1474.20| 5.35000 1460.55 SODDING | | | 0043 714-26724 46.300 m | 1550.00000 71765.00| 1826.00000 84543.80| 1721.30000 79696.19 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0044 715-03025 2.000 EACH| 1800.00000 3600.00| 2260.00000 4520.00| 1375.41000 2750.82 SANITARY MANHOLE | | | 0046 715-05019 28.500 m | 205.00000 5842.50| 168.00000 4788.00| 166.92000 4757.22 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0047 715-05048 3351.000 m | 5.25000 17592.75| 6.10000 20441.10| 7.16000 23993.16 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0048 715-05053 595.000 m | 33.00000 19635.00| 36.00000 21420.00| 30.19000 17963.05 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0049 715-05125 36.000 m | 136.00000 4896.00| 132.00000 4752.00| 145.00000 5220.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0050 715-05127 32.000 m | 300.00000 9600.00| 210.35000 6731.20| 188.58000 6034.56 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0051 715-05169 19.000 m | 108.00000 2052.00| 46.00000 874.00| 75.12000 1427.28 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0052 715-05409 170.000 m | 81.00000 13770.00| 84.40000 14348.00| 73.98000 12576.60 PIPE, SANITARY SEWER, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 210 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,230,000.00 ROUTE : NORTH-SOUTH CORRIDOR CALL ORDER : 210 CONTRACT ID : R -26050-A COUNTIES : HENDRICKS LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1315965 |(3) 35-1917625 |CRIDER & CRIDER, INC. |FOX CONTRACTORS CORP. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05711 26.000 m | 78.00000 2028.00| 82.80000 2152.80| 52.01000 1352.26 PIPE, SANITARY SEWER, 150 mm LATERAL | | | 0054 715-05842 2.000 EACH| 1025.00000 2050.00| 1955.00000 3910.00| 928.66000 1857.32 CONCRETE ANCHOR, 1050 mm | | | 0055 715-46030 2.000 EACH| 675.00000 1350.00| 565.00000 1130.00| 398.41000 796.82 PIPE END SECTION, 750 mm | | | 0056 715-46040 2.000 EACH| 700.00000 1400.00| 860.00000 1720.00| 528.32000 1056.64 PIPE END SECTION, 900 mm | | | 0057 718-06528 19.000 EACH| 600.00000 11400.00| 650.00000 12350.00| 624.60000 11867.40 OUTLET PROTECTOR, 1 | | | 0058 718-52610 758.000 m3 | 34.00000 25772.00| 22.60000 17130.80| 33.31000 25248.98 AGGREGATE FOR UNDERDRAINS | | | 0059 718-99153 6200.000 m2 | 0.90000 5580.00| 0.72000 4464.00| 1.25000 7750.00 GEOTEXTILES FOR UNDERDRAIN | | | 0060 720-44000 10.000 EACH| 400.00000 4000.00| 290.00000 2900.00| 278.49000 2784.90 CASTING, ADJUST TO GRADE | | | 0061 720-45605 2.800 m | 775.00000 2170.00| 691.50000 1936.20| 263.16000 736.85 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0062 801-04308 4.000 EACH| 160.00000 640.00| 161.00000 644.00| 159.27000 637.08 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06605 3.000 EACH| 248.00000 744.00| 248.00000 744.00| 245.68000 737.04 BARRICADE, IIIA | | | 0064 801-06606 3.000 EACH| 252.00000 756.00| 248.00000 744.00| 245.68000 737.04 BARRICADE, IIIB | | | 0065 801-06625 32.000 EACH| 31.50000 1008.00| 31.50000 1008.00| 31.23000 999.36 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 20.000 EACH| 79.00000 1580.00| 79.00000 1580.00| 78.08000 1561.60 CONSTRUCTION SIGN, A | | | 0067 801-06645 1.000 EACH| 31.50000 31.50| 31.50000 31.50| 31.23000 31.23 CONSTRUCTION SIGN, B | | | 0068 801-06775 LUMP| 17000.00000 17000.00| 10300.00000 10300.00| 18696.81000 18696.81 MAINTAINING TRAFFIC | | | 0069 802-05701 6.200 m | 40.00000 248.00| 40.00000 248.00| 39.56000 245.27 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0070 802-76035 1.620 m2 | 178.50000 289.17| 178.00000 288.36| 176.97000 286.69 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0071 808-06703 152.000 m | 0.90000 136.80| 0.90000 136.80| 0.88000 133.76 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0072 808-06713 4513.000 m | 0.25000 1128.25| 0.25000 1128.25| 0.24000 1083.12 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 210 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,230,000.00 ROUTE : NORTH-SOUTH CORRIDOR CALL ORDER : 210 CONTRACT ID : R -26050-A COUNTIES : HENDRICKS LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1315965 |(3) 35-1917625 |CRIDER & CRIDER, INC. |FOX CONTRACTORS CORP. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 808-75240 276.000 m | 0.90000 248.40| 0.90000 248.40| 0.88000 242.88 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0074 808-75297 32.000 m | 10.75000 344.00| 10.50000 336.00| 10.57000 338.24 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0075 808-75320 8.000 EACH| 54.00000 432.00| 53.35000 426.80| 52.83000 422.64 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0076 808-75325 6.000 EACH| 73.00000 438.00| 73.00000 438.00| 72.35000 434.10 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0077 808-92027 1570.000 m | 1.80000 2826.00| 1.80000 2826.00| 1.77000 2778.90 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0078 808-99176 179.000 m | 8.40000 1503.60| 8.40000 1503.60| 8.33000 1491.07 LINE, THERMOPLASTIC, SOLID, YELLOW, 600 | | | mm | | | 0079 715-02628 2.000 EACH| 330.00000 660.00| 240.00000 480.00| 631.97000 1263.94 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0080 715-46005 2.000 EACH| 315.00000 630.00| 205.00000 410.00| 229.43000 458.86 PIPE END SECTION, 375 mm | | | 0081 808-75245 522.000 m | 0.90000 469.80| 0.90000 469.80| 0.88000 459.36 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 1,667,048.67| $ 1,690,649.76| $ 1,709,371.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,667,048.67| $ 1,690,649.76| $ 1,709,371.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 210 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,230,000.00 ROUTE : NORTH-SOUTH CORRIDOR CALL ORDER : 210 CONTRACT ID : R -26050-A COUNTIES : HENDRICKS LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-0918397 |(6) 35-1151771 |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 30700.00000 30700.00| 29000.00000 29000.00| 28935.00000 28935.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 950.00000 11400.00| 1800.00000 21600.00| 1579.90000 18958.80 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 18500.00000 18500.00| 68310.00000 68310.00| 87000.00000 87000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 31993.36000 31993.36| 35000.00000 35000.00| 128640.14000 128640.14 CLEARING RIGHT OF WAY | | | 0005 202-60820 2083.000 m2 | 2.45000 5103.35| 5.00000 10415.00| 4.80000 9998.40 SURFACE MILLING, ASPHALT | | | 0006 203-02000 50950.000 m3 | 7.41000 377539.50| 5.70000 290415.00| 3.95000 201252.50 EXCAVATION, COMMON | | | 0007 205-02224 176.000 m | 5.91000 1040.16| 5.75000 1012.00| 5.55000 976.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-06931 110.000 Mg | 26.66000 2932.60| 24.75000 2722.50| 24.10000 2651.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06936 398.000 Mg | 6.93000 2758.14| 24.75000 9850.50| 24.10000 9591.80 TEMPORARY SEDIMENT TRAP | | | 0010 207-06499 6524.000 m2 | 4.37000 28509.88| 3.00000 19572.00| 3.85000 25117.40 SUBGRADE TREATMENT | | | 0011 211-02060 850.000 m3 | 30.02000 25517.00| 20.70000 17595.00| 20.15000 17127.50 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 6370.000 Mg | 12.65000 80580.50| 14.25000 90772.50| 14.40000 91728.00 COMPACTED AGGREGATE, O, 53 | | | 0013 305-05204 32.400 Mg | 71.06000 2302.34| 97.00000 3142.80| 76.20000 2468.88 HMA FOR PATCHING | | | 0014 401-05437 11674.000 Mg | 31.75000 370649.50| 31.95000 372984.30| 32.35000 377653.90 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0015 401-05455 3123.000 Mg | 35.50000 110866.50| 35.00000 109305.00| 34.20000 106806.60 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0016 401-05456 1566.000 Mg | 46.75000 73210.50| 47.00000 73602.00| 48.75000 76342.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-05459 2817.000 Mg | 29.50000 83101.50| 35.00000 98595.00| 31.00000 87327.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0018 401-06264 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| 1760.45000 1760.45 PROFILOGRAPH, HMA | | | 0019 402-05470 2616.000 Mg | 27.15000 71024.40| 32.40000 84758.40| 30.60000 80049.60 HMA BASE C25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 210 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,230,000.00 ROUTE : NORTH-SOUTH CORRIDOR CALL ORDER : 210 CONTRACT ID : R -26050-A COUNTIES : HENDRICKS LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-0918397 |(6) 35-1151771 |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05511 10430.000 m2 | 0.45000 4693.50| 1.25000 13037.50| 1.15000 11994.50 SEAL COAT, 2 | | | 0021 404-05514 800.000 m2 | 2.66000 2128.00| 3.60000 2880.00| 2.05000 1640.00 SEAL COAT, 5 | | | 0022 405-05517 16.900 Mg | 209.63000 3542.75| 240.00000 4056.00| 306.60000 5181.54 ASPHALT FOR PRIME COAT | | | 0023 406-05520 24.000 Mg | 209.64000 5031.36| 210.00000 5040.00| 199.50000 4788.00 ASPHALT FOR TACK COAT | | | 0024 601-01740 1.000 EACH| 1541.01000 1541.01| 1445.00000 1445.00| 1451.80000 1451.80 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0025 601-06854 2.000 EACH| 1589.01000 3178.02| 1490.00000 2980.00| 1497.00000 2994.00 GUARDRAIL, W-BEAM, NESTED | | | 0026 601-94689 3.000 EACH| 1967.59000 5902.77| 1845.00000 5535.00| 1853.65000 5560.95 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 123.830 m | 31.46000 3895.69| 29.50000 3652.99| 29.65000 3671.56 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 62.000 Mg | 75.00000 4650.00| 72.00000 4464.00| 89.45000 5545.90 HMA FOR APPROACHES | | | 0029 611-06497 3.000 EACH| 104.51000 313.53| 98.00000 294.00| 98.45000 295.35 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06505 1.000 EACH| 543.89000 543.89| 510.00000 510.00| 512.40000 512.40 MONUMENT, B | | | 0031 615-06510 5.000 EACH| 234.62000 1173.10| 220.00000 1100.00| 221.05000 1105.25 MONUMENT, C | | | 0032 615-06527 3.000 EACH| 586.54000 1759.62| 550.00000 1650.00| 552.60000 1657.80 MONUMENT, SECTION CORNER | | | 0033 616-02320 444.000 m2 | 2.88000 1278.72| 2.90000 1287.60| 2.80000 1243.20 GEOTEXTILES | | | 0034 616-05689 580.000 Mg | 23.46000 13606.80| 15.95000 9251.00| 15.55000 9019.00 RIPRAP, CLASS 2 | | | 0035 616-06405 72.000 Mg | 20.80000 1497.60| 16.10000 1159.20| 15.70000 1130.40 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 319.94000 639.88| 300.00000 600.00| 301.40000 602.80 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 13.500 Mg | 585.48000 7903.98| 549.00000 7411.50| 551.55000 7445.93 FERTILIZER | | | 0038 621-06553 2280.000 kg | 6.16000 14044.80| 5.78000 13178.40| 5.80000 13224.00 SEED MIXTURE, R | | | 0039 621-06557 1080.000 kg | 3.82000 4125.60| 3.58000 3866.40| 3.60000 3888.00 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 210 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,230,000.00 ROUTE : NORTH-SOUTH CORRIDOR CALL ORDER : 210 CONTRACT ID : R -26050-A COUNTIES : HENDRICKS LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-0918397 |(6) 35-1151771 |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06565 108.000 Mg | 446.84000 48258.72| 419.00000 45252.00| 420.95000 45462.60 MULCHING MATERIAL | | | 0041 621-06567 4.900 kL | 0.59000 2.89| 0.55000 2.70| 0.55000 2.70 WATER | | | 0042 621-06574 273.000 m2 | 5.48000 1496.04| 5.14000 1403.22| 5.15000 1405.95 SODDING | | | 0043 714-26724 46.300 m | 2010.25000 93074.58| 2480.00000 114824.00| 2417.25000 111918.68 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0044 715-03025 2.000 EACH| 2740.77000 5481.54| 4740.00000 9480.00| 4621.55000 9243.10 SANITARY MANHOLE | | | 0046 715-05019 28.500 m | 183.16000 5220.06| 161.60000 4605.60| 157.45000 4487.33 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0047 715-05048 3351.000 m | 6.51000 21815.01| 10.55000 35353.05| 10.30000 34515.30 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0048 715-05053 595.000 m | 38.61000 22972.95| 10.55000 6277.25| 10.30000 6128.50 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0049 715-05125 36.000 m | 143.86000 5178.96| 129.30000 4654.80| 126.00000 4536.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0050 715-05127 32.000 m | 229.82000 7354.24| 214.00000 6848.00| 208.55000 6673.60 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0051 715-05169 19.000 m | 49.91000 948.29| 70.30000 1335.70| 68.55000 1302.45 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0052 715-05409 170.000 m | 91.18000 15500.60| 49.45000 8406.50| 48.20000 8194.00 PIPE, SANITARY SEWER, 250 mm | | | 0053 715-05711 26.000 m | 89.21000 2319.46| 55.40000 1440.40| 54.00000 1404.00 PIPE, SANITARY SEWER, 150 mm LATERAL | | | 0054 715-05842 2.000 EACH| 2095.57000 4191.14| 247.00000 494.00| 241.15000 482.30 CONCRETE ANCHOR, 1050 mm | | | 0055 715-46030 2.000 EACH| 618.54000 1237.08| 890.00000 1780.00| 866.55000 1733.10 PIPE END SECTION, 750 mm | | | 0056 715-46040 2.000 EACH| 943.81000 1887.62| 1085.00000 2170.00| 1057.95000 2115.90 PIPE END SECTION, 900 mm | | | 0057 718-06528 19.000 EACH| 693.19000 13170.61| 845.00000 16055.00| 823.85000 15653.15 OUTLET PROTECTOR, 1 | | | 0058 718-52610 758.000 m3 | 25.01000 18957.58| 20.70000 15690.60| 20.15000 15273.70 AGGREGATE FOR UNDERDRAINS | | | 0059 718-99153 6200.000 m2 | 0.78000 4836.00| 2.70000 16740.00| 2.60000 16120.00 GEOTEXTILES FOR UNDERDRAIN | | | 0060 720-44000 10.000 EACH| 309.27000 3092.70| 127.00000 1270.00| 124.60000 1246.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 210 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,230,000.00 ROUTE : NORTH-SOUTH CORRIDOR CALL ORDER : 210 CONTRACT ID : R -26050-A COUNTIES : HENDRICKS LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-0918397 |(6) 35-1151771 |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 720-45605 2.800 m | 746.51000 2090.23| 1220.00000 3416.00| 1191.25000 3335.50 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0062 801-04308 4.000 EACH| 163.17000 652.68| 153.00000 612.00| 153.70000 614.80 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06605 3.000 EACH| 251.68000 755.04| 236.00000 708.00| 237.10000 711.30 BARRICADE, IIIA | | | 0064 801-06606 3.000 EACH| 251.68000 755.04| 236.00000 708.00| 237.10000 711.30 BARRICADE, IIIB | | | 0065 801-06625 32.000 EACH| 31.99000 1023.68| 30.00000 960.00| 30.15000 964.80 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 20.000 EACH| 79.98000 1599.60| 75.00000 1500.00| 75.35000 1507.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 1.000 EACH| 31.99000 31.99| 30.00000 30.00| 30.15000 30.15 CONSTRUCTION SIGN, B | | | 0068 801-06775 LUMP| 15807.63000 15807.63| 5900.00000 5900.00| 7041.75000 7041.75 MAINTAINING TRAFFIC | | | 0069 802-05701 6.200 m | 40.53000 251.29| 38.00000 235.60| 38.20000 236.84 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0070 802-76035 1.620 m2 | 181.29000 293.69| 170.00000 275.40| 170.80000 276.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0071 808-06703 152.000 m | 1.17000 177.84| 1.10000 167.20| 1.10000 167.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0072 808-06713 4513.000 m | 0.43000 1940.59| 0.40000 1805.20| 0.40000 1805.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0073 808-75240 276.000 m | 1.17000 322.92| 1.10000 303.60| 1.10000 303.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0074 808-75297 32.000 m | 17.60000 563.20| 16.50000 528.00| 16.60000 531.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0075 808-75320 8.000 EACH| 58.66000 469.28| 55.00000 440.00| 55.25000 442.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0076 808-75325 6.000 EACH| 69.32000 415.92| 65.00000 390.00| 65.30000 391.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0077 808-92027 1570.000 m | 2.40000 3768.00| 2.25000 3532.50| 2.25000 3532.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 210 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,230,000.00 ROUTE : NORTH-SOUTH CORRIDOR CALL ORDER : 210 CONTRACT ID : R -26050-A COUNTIES : HENDRICKS LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-0918397 |(6) 35-1151771 |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 808-99176 179.000 m | 7.47000 1337.13| 7.00000 1253.00| 7.05000 1261.95 LINE, THERMOPLASTIC, SOLID, YELLOW, 600 | | | mm | | | 0079 715-02628 2.000 EACH| 255.95000 511.90| 1030.00000 2060.00| 1004.70000 2009.40 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0080 715-46005 2.000 EACH| 218.62000 437.24| 440.00000 880.00| 437.05000 874.10 PIPE END SECTION, 375 mm | | | 0081 808-75245 522.000 m | 1.17000 610.74| 1.10000 574.20| 1.10000 574.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 1,724,991.55| $ 1,743,912.11| $ 1,752,560.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,724,991.55| $ 1,743,912.11| $ 1,752,560.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 210 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,230,000.00 ROUTE : NORTH-SOUTH CORRIDOR CALL ORDER : 210 CONTRACT ID : R -26050-A COUNTIES : HENDRICKS LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1139301 |(8) 38-1894432 | |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 28800.00000 28800.00| 50000.00000 50000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2000.00000 24000.00| 1250.00000 15000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 61000.00000 61000.00| 87500.00000 87500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| CLEARING RIGHT OF WAY | | | 0005 202-60820 2083.000 m2 | 2.50000 5207.50| 5.00000 10415.00| SURFACE MILLING, ASPHALT | | | 0006 203-02000 50950.000 m3 | 6.95000 354102.50| 6.50000 331175.00| EXCAVATION, COMMON | | | 0007 205-02224 176.000 m | 5.54000 975.04| 6.00000 1056.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-06931 110.000 Mg | 25.90000 2849.00| 25.00000 2750.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06936 398.000 Mg | 10.90000 4338.20| 25.00000 9950.00| TEMPORARY SEDIMENT TRAP | | | 0010 207-06499 6524.000 m2 | 4.72000 30793.28| 5.00000 32620.00| SUBGRADE TREATMENT | | | 0011 211-02060 850.000 m3 | 28.15000 23927.50| 20.00000 17000.00| B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 6370.000 Mg | 13.00000 82810.00| 12.00000 76440.00| COMPACTED AGGREGATE, O, 53 | | | 0013 305-05204 32.400 Mg | 50.00000 1620.00| 111.00000 3596.40| HMA FOR PATCHING | | | 0014 401-05437 11674.000 Mg | 32.80000 382907.20| 31.00000 361894.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0015 401-05455 3123.000 Mg | 34.80000 108680.40| 35.00000 109305.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0016 401-05456 1566.000 Mg | 48.00000 75168.00| 49.00000 76734.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-05459 2817.000 Mg | 34.00000 95778.00| 31.00000 87327.00| QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0018 401-06264 LUMP| 1500.00000 1500.00| 1200.00000 1200.00| PROFILOGRAPH, HMA | | | 0019 402-05470 2616.000 Mg | 30.00000 78480.00| 30.00000 78480.00| HMA BASE C25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 210 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,230,000.00 ROUTE : NORTH-SOUTH CORRIDOR CALL ORDER : 210 CONTRACT ID : R -26050-A COUNTIES : HENDRICKS LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1139301 |(8) 38-1894432 | |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05511 10430.000 m2 | 1.15000 11994.50| 0.70000 7301.00| SEAL COAT, 2 | | | 0021 404-05514 800.000 m2 | 2.80000 2240.00| 1.20000 960.00| SEAL COAT, 5 | | | 0022 405-05517 16.900 Mg | 310.00000 5239.00| 305.00000 5154.50| ASPHALT FOR PRIME COAT | | | 0023 406-05520 24.000 Mg | 200.00000 4800.00| 192.00000 4608.00| ASPHALT FOR TACK COAT | | | 0024 601-01740 1.000 EACH| 1445.00000 1445.00| 1500.00000 1500.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0025 601-06854 2.000 EACH| 1490.00000 2980.00| 2080.00000 4160.00| GUARDRAIL, W-BEAM, NESTED | | | 0026 601-94689 3.000 EACH| 1845.00000 5535.00| 2050.00000 6150.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 123.830 m | 29.50000 3652.99| 29.00000 3591.07| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 62.000 Mg | 60.00000 3720.00| 75.00000 4650.00| HMA FOR APPROACHES | | | 0029 611-06497 3.000 EACH| 98.00000 294.00| 180.00000 540.00| MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06505 1.000 EACH| 510.00000 510.00| 440.00000 440.00| MONUMENT, B | | | 0031 615-06510 5.000 EACH| 220.00000 1100.00| 430.00000 2150.00| MONUMENT, C | | | 0032 615-06527 3.000 EACH| 550.00000 1650.00| 340.00000 1020.00| MONUMENT, SECTION CORNER | | | 0033 616-02320 444.000 m2 | 2.70000 1198.80| 2.50000 1110.00| GEOTEXTILES | | | 0034 616-05689 580.000 Mg | 22.00000 12760.00| 30.00000 17400.00| RIPRAP, CLASS 2 | | | 0035 616-06405 72.000 Mg | 19.50000 1404.00| 25.00000 1800.00| RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 300.00000 600.00| 300.00000 600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 13.500 Mg | 549.00000 7411.50| 570.00000 7695.00| FERTILIZER | | | 0038 621-06553 2280.000 kg | 5.78000 13178.40| 6.00000 13680.00| SEED MIXTURE, R | | | 0039 621-06557 1080.000 kg | 3.58000 3866.40| 3.70000 3996.00| SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 210 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,230,000.00 ROUTE : NORTH-SOUTH CORRIDOR CALL ORDER : 210 CONTRACT ID : R -26050-A COUNTIES : HENDRICKS LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1139301 |(8) 38-1894432 | |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06565 108.000 Mg | 419.00000 45252.00| 435.00000 46980.00| MULCHING MATERIAL | | | 0041 621-06567 4.900 kL | 0.55000 2.70| 1.00000 4.90| WATER | | | 0042 621-06574 273.000 m2 | 5.14000 1403.22| 5.50000 1501.50| SODDING | | | 0043 714-26724 46.300 m | 1885.00000 87275.50| 2000.00000 92600.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0044 715-03025 2.000 EACH| 2570.00000 5140.00| 2300.00000 4600.00| SANITARY MANHOLE | | | 0046 715-05019 28.500 m | 171.75000 4894.88| 165.00000 4702.50| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0047 715-05048 3351.000 m | 6.10000 20441.10| 11.00000 36861.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0048 715-05053 595.000 m | 36.20000 21539.00| 16.00000 9520.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0049 715-05125 36.000 m | 134.90000 4856.40| 140.00000 5040.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0050 715-05127 32.000 m | 215.50000 6896.00| 220.00000 7040.00| PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0051 715-05169 19.000 m | 46.80000 889.20| 80.00000 1520.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0052 715-05409 170.000 m | 85.50000 14535.00| 120.00000 20400.00| PIPE, SANITARY SEWER, 250 mm | | | 0053 715-05711 26.000 m | 83.65000 2174.90| 80.00000 2080.00| PIPE, SANITARY SEWER, 150 mm LATERAL | | | 0054 715-05842 2.000 EACH| 1965.00000 3930.00| 500.00000 1000.00| CONCRETE ANCHOR, 1050 mm | | | 0055 715-46030 2.000 EACH| 580.00000 1160.00| 750.00000 1500.00| PIPE END SECTION, 750 mm | | | 0056 715-46040 2.000 EACH| 885.00000 1770.00| 1000.00000 2000.00| PIPE END SECTION, 900 mm | | | 0057 718-06528 19.000 EACH| 650.00000 12350.00| 400.00000 7600.00| OUTLET PROTECTOR, 1 | | | 0058 718-52610 758.000 m3 | 23.45000 17775.10| 28.00000 21224.00| AGGREGATE FOR UNDERDRAINS | | | 0059 718-99153 6200.000 m2 | 0.73000 4526.00| 2.00000 12400.00| GEOTEXTILES FOR UNDERDRAIN | | | 0060 720-44000 10.000 EACH| 290.00000 2900.00| 250.00000 2500.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 210 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,230,000.00 ROUTE : NORTH-SOUTH CORRIDOR CALL ORDER : 210 CONTRACT ID : R -26050-A COUNTIES : HENDRICKS LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1139301 |(8) 38-1894432 | |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 720-45605 2.800 m | 700.00000 1960.00| 500.00000 1400.00| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0062 801-04308 4.000 EACH| 153.00000 612.00| 160.00000 640.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06605 3.000 EACH| 236.00000 708.00| 240.00000 720.00| BARRICADE, IIIA | | | 0064 801-06606 3.000 EACH| 236.00000 708.00| 240.00000 720.00| BARRICADE, IIIB | | | 0065 801-06625 32.000 EACH| 30.00000 960.00| 30.00000 960.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 20.000 EACH| 75.00000 1500.00| 78.00000 1560.00| CONSTRUCTION SIGN, A | | | 0067 801-06645 1.000 EACH| 30.00000 30.00| 30.00000 30.00| CONSTRUCTION SIGN, B | | | 0068 801-06775 LUMP| 1608.17000 1608.17| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0069 802-05701 6.200 m | 39.00000 241.80| 60.00000 372.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0070 802-76035 1.620 m2 | 170.00000 275.40| 400.00000 648.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0071 808-06703 152.000 m | 0.85000 129.20| 1.00000 152.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0072 808-06713 4513.000 m | 0.24000 1083.12| 0.50000 2256.50| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0073 808-75240 276.000 m | 0.85000 234.60| 1.00000 276.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0074 808-75297 32.000 m | 10.15000 324.80| 10.00000 320.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0075 808-75320 8.000 EACH| 50.75000 406.00| 50.00000 400.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0076 808-75325 6.000 EACH| 69.50000 417.00| 70.00000 420.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0077 808-92027 1570.000 m | 1.70000 2669.00| 2.00000 3140.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 210 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,230,000.00 ROUTE : NORTH-SOUTH CORRIDOR CALL ORDER : 210 CONTRACT ID : R -26050-A COUNTIES : HENDRICKS LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1139301 |(8) 38-1894432 | |E & B PAVING, INC. |IAFRATE, ANGELO CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 808-99176 179.000 m | 8.00000 1432.00| 8.00000 1432.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 600 | | | mm | | | 0079 715-02628 2.000 EACH| 240.00000 480.00| 300.00000 600.00| SAFETY METAL END SECTION, 6:1, 375 mm | | | 0080 715-46005 2.000 EACH| 205.00000 410.00| 200.00000 400.00| PIPE END SECTION, 375 mm | | | 0081 808-75245 522.000 m | 0.85000 443.70| 1.00000 522.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 1,754,860.00| $ 1,788,990.37| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,754,860.00| $ 1,788,990.37| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,539.00 ROUTE : NUS 231 CALL ORDER : 220 CONTRACT ID : R -26103-A COUNTIES : DUBOIS LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0244030 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 481,177.10 100.0000% 2 35-2072438 T D & O LLC $ 485,525.31 100.9036% 3 35-1991044 JOHNSON COMPANY INC. CONDITIONAL BID $ 493,798.13 102.6229% 4 35-1878024 RAGLE, INC. $ 522,758.74 108.6416% 5 35-0626844 RUDOLPH, J.H. & CO $ 534,771.87 111.1382% 6 35-1134435 FOERTSCH CONSTRUCTION $ 536,169.03 111.4286% 7 35-0999231 HUNT PAVING COMPANY, INC. $ 670,113.41 139.2654% ==================================================================================================================================== |(1) 35-1009310 |(2) 35-2072438 |(3) 35-1991044 |DEIG BROTHERS LUMBER & CONST|T D & O LLC |JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-07038 8.000 MOS | 835.00000 6680.00| 1200.00000 9600.00| 900.00000 7200.00 FIELD OFFICE, A | | | 0002 105-06845 LUMP| 18300.00000 18300.00| 10500.00000 10500.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 24000.00000 24000.00| 24000.00000 24000.00| 25500.00000 25500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1400.00000 1400.00| 2625.00000 2625.00| 1.00000 1.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 3800.00000 3800.00| 5250.00000 5250.00| 11500.00000 11500.00 PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | | 1 | | | 0006 202-02286 1.000 EACH| 4800.00000 4800.00| 1650.00000 1650.00| 3950.00000 3950.00 PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | | 2 | | | 0007 202-60820 296.000 m2 | 6.40000 1894.40| 5.35000 1583.60| 7.80000 2308.80 SURFACE MILLING, ASPHALT | | | 0008 203-02000 6472.000 m3 | 6.75000 43686.00| 7.25000 46922.00| 10.00000 64720.00 EXCAVATION, COMMON | | | 0009 203-02070 232.000 m3 | 11.50000 2668.00| 18.90000 4384.80| 22.00000 5104.00 BORROW | | | 0010 205-06931 44.000 Mg | 29.00000 1276.00| 23.10000 1016.40| 30.00000 1320.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 160.000 m | 14.00000 2240.00| 11.25000 1800.00| 5.00000 800.00 TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,539.00 ROUTE : NUS 231 CALL ORDER : 220 CONTRACT ID : R -26103-A COUNTIES : DUBOIS LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-2072438 |(3) 35-1991044 |DEIG BROTHERS LUMBER & CONST|T D & O LLC |JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-06936 105.000 Mg | 37.00000 3885.00| 7.50000 787.50| 15.00000 1575.00 TEMPORARY SEDIMENT TRAP | | | 0013 207-06499 2943.000 m2 | 7.40000 21778.20| 7.50000 22072.50| 7.50000 22072.50 SUBGRADE TREATMENT | | | 0014 211-02060 474.000 m3 | 33.00000 15642.00| 15.75000 7465.50| 21.92000 10390.08 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 300.000 Mg | 23.00000 6900.00| 20.00000 6000.00| 14.30000 4290.00 COMPACTED AGGREGATE, O, 53 | | | 0016 401-05437 1279.800 Mg | 46.00000 58870.80| 47.00000 60150.60| 45.00000 57591.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 838.700 Mg | 46.00000 38580.20| 47.00000 39418.90| 45.00000 37741.50 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 381.200 Mg | 72.00000 27446.40| 72.75000 27732.30| 69.00000 26302.80 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 118.300 Mg | 46.00000 5441.80| 47.00000 5560.10| 45.00000 5323.50 HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05510 486.300 m2 | 6.00000 2917.80| 6.45000 3136.64| 7.00000 3404.10 SEAL COAT, 1 | | | 0021 405-05517 4.070 Mg | 310.00000 1261.70| 295.00000 1200.65| 280.00000 1139.60 ASPHALT FOR PRIME COAT | | | 0022 406-05520 3.710 Mg | 250.00000 927.50| 215.00000 797.65| 210.00000 779.10 ASPHALT FOR TACK COAT | | | 0023 601-02103 26.600 m | 55.00000 1463.00| 65.50000 1742.30| 49.30000 1311.38 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0024 601-02636 22.800 m | 80.00000 1824.00| 64.50000 1470.60| 86.79000 1978.81 GUARDRAIL, W BEAM, NESTED | | | 0025 601-03601 1.000 EACH| 3000.00000 3000.00| 2780.00000 2780.00| 2420.00000 2420.00 GUARDRAIL END TREATMENT, OS, DOUBLE | | | FACED | | | 0026 601-06037 2.000 EACH| 850.00000 1700.00| 642.00000 1284.00| 702.00000 1404.00 GUARDRAIL END TREATMENT, I | | | 0027 601-99105 232.500 m | 35.00000 8137.50| 44.85000 10427.63| 34.31000 7977.08 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 601-99132 1.000 EACH| 225.00000 225.00| 42.80000 42.80| 68.10000 68.10 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0029 610-05527 28.100 Mg | 120.00000 3372.00| 112.50000 3161.25| 110.00000 3091.00 HMA FOR APPROACHES | | | 0030 611-06497 1.000 EACH| 250.00000 250.00| 112.50000 112.50| 210.00000 210.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,539.00 ROUTE : NUS 231 CALL ORDER : 220 CONTRACT ID : R -26103-A COUNTIES : DUBOIS LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-2072438 |(3) 35-1991044 |DEIG BROTHERS LUMBER & CONST|T D & O LLC |JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 615-06490 24.000 EACH| 250.00000 6000.00| 96.50000 2316.00| 129.00000 3096.00 RIGHT OF WAY MARKER | | | 0032 616-02320 1054.000 m2 | 2.50000 2635.00| 2.50000 2635.00| 3.00000 3162.00 GEOTEXTILES | | | 0033 616-06405 36.000 Mg | 29.00000 1044.00| 21.00000 756.00| 30.00000 1080.00 RIPRAP, REVETMENT | | | 0034 616-06451 351.000 Mg | 29.00000 10179.00| 21.00000 7371.00| 18.67000 6553.17 RIPRAP, UNIFORM | | | 0035 621-01004 6.000 EACH| 500.00000 3000.00| 695.00000 4170.00| 1050.00000 6300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01956 280.000 kg | 6.50000 1820.00| 8.56000 2396.80| 7.40000 2072.00 SEED MIXTURE, LEGUME, 1 | | | 0037 621-06545 1.200 Mg | 500.00000 600.00| 556.40000 667.68| 500.00000 600.00 FERTILIZER | | | 0038 621-06548 5.500 kg | 54.00000 297.00| 55.60000 305.80| 51.00000 280.50 SEED MIXTURE, CV | | | 0039 621-06565 5.900 Mg | 450.00000 2655.00| 470.80000 2777.72| 550.00000 3245.00 MULCHING MATERIAL | | | 0040 621-06567 45.500 kL | 1.00000 45.50| 0.54000 24.57| 1.00000 45.50 WATER | | | 0041 621-06574 2275.000 m2 | 4.30000 9782.50| 3.75000 8531.25| 4.26700 9707.43 SODDING | | | 0042 621-52448 12.000 EACH| 22.00000 264.00| 25.68000 308.16| 30.00000 360.00 SIGN, DO NOT SPRAY | | | 0043 714-26717 26.000 m | 1980.00000 51480.00| 1675.00000 43550.00| 1865.00000 48490.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0044 715-02398 4.000 EACH| 1965.00000 7860.00| 1150.00000 4600.00| 1890.00000 7560.00 SAFETY METAL END SECTION, 6:1, 900 mm | | | 0045 715-05019 24.500 m | 164.00000 4018.00| 420.00000 10290.00| 125.00000 3062.50 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0046 715-05048 25.000 m | 12.00000 300.00| 100.00000 2500.00| 7.54000 188.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0047 715-05177 39.500 m | 164.00000 6478.00| 175.00000 6912.50| 125.00000 4937.50 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0048 801-04308 2.000 EACH| 350.00000 700.00| 310.50000 621.00| 320.00000 640.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06207 2016.000 m | 3.20000 6451.20| 3.34000 6733.44| 3.25000 6552.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,539.00 ROUTE : NUS 231 CALL ORDER : 220 CONTRACT ID : R -26103-A COUNTIES : DUBOIS LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-2072438 |(3) 35-1991044 |DEIG BROTHERS LUMBER & CONST|T D & O LLC |JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 801-06605 10.000 EACH| 110.00000 1100.00| 214.00000 2140.00| 100.00000 1000.00 BARRICADE, IIIA | | | 0051 801-06625 29.000 EACH| 110.00000 3190.00| 91.00000 2639.00| 77.00000 2233.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 22.000 EACH| 110.00000 2420.00| 80.00000 1760.00| 100.00000 2200.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 10.000 EACH| 50.00000 500.00| 43.00000 430.00| 30.00000 300.00 CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 33000.00000 33000.00| 53800.00000 53800.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0055 802-05701 23.600 m | 35.00000 826.00| 35.00000 826.00| 40.00000 944.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0056 808-06703 1055.000 m | 0.90000 949.50| 1.26000 1329.30| 1.10000 1160.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0057 808-06716 1344.000 m | 2.50000 3360.00| 2.14000 2876.16| 1.42000 1908.48 LINE, REMOVE | | | 0058 808-75240 92.000 m | 0.90000 82.80| 1.26000 115.92| 1.10000 101.20 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0059 808-75245 1115.000 m | 0.90000 1003.50| 1.26000 1404.90| 1.10000 1226.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0060 808-75290 57.000 m | 11.00000 627.00| 20.75000 1182.75| 15.00000 855.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0061 808-75297 24.000 m | 11.00000 264.00| 20.75000 498.00| 15.00000 360.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0062 808-75320 2.000 EACH| 57.00000 114.00| 58.85000 117.70| 60.00000 120.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0063 808-75325 2.000 EACH| 77.00000 154.00| 64.20000 128.40| 80.00000 160.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0064 808-75996 15.000 EACH| 15.00000 225.00| 4.00000 60.00| 3.64000 54.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 73.000 EACH| 32.00000 2336.00| 50.00000 3650.00| 35.00000 2555.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 808-92027 552.000 m | 1.90000 1048.80| 0.77000 425.04| 2.20000 1214.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 220 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,539.00 ROUTE : NUS 231 CALL ORDER : 220 CONTRACT ID : R -26103-A COUNTIES : DUBOIS LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-2072438 |(3) 35-1991044 |DEIG BROTHERS LUMBER & CONST|T D & O LLC |JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 481,177.10| $ 485,525.31| $ 493,798.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 481,177.10| $ 485,525.31| $ 493,798.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 220 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,539.00 ROUTE : NUS 231 CALL ORDER : 220 CONTRACT ID : R -26103-A COUNTIES : DUBOIS LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0626844 |(6) 35-1134435 |RAGLE, INC. |RUDOLPH, J.H. & CO |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-07038 8.000 MOS | 900.00000 7200.00| 1700.00000 13600.00| 1200.00000 9600.00 FIELD OFFICE, A | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| 17500.00000 17500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 26000.00000 26000.00| 26000.00000 26000.00| 26125.00000 26125.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15500.00000 15500.00| 15500.00000 15500.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 19500.00000 19500.00| 3000.00000 3000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | | 1 | | | 0006 202-02286 1.000 EACH| 19500.00000 19500.00| 7000.00000 7000.00| 5000.00000 5000.00 PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | | 2 | | | 0007 202-60820 296.000 m2 | 8.00000 2368.00| 9.00000 2664.00| 5.75000 1702.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 6472.000 m3 | 13.00000 84136.00| 15.25000 98698.00| 10.00000 64720.00 EXCAVATION, COMMON | | | 0009 203-02070 232.000 m3 | 13.50000 3132.00| 15.25000 3538.00| 13.00000 3016.00 BORROW | | | 0010 205-06931 44.000 Mg | 35.00000 1540.00| 36.35000 1599.40| 22.50000 990.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 160.000 m | 10.55000 1688.00| 29.00000 4640.00| 15.00000 2400.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06936 105.000 Mg | 15.00000 1575.00| 34.00000 3570.00| 21.00000 2205.00 TEMPORARY SEDIMENT TRAP | | | 0013 207-06499 2943.000 m2 | 4.00000 11772.00| 3.00000 8829.00| 7.50000 22072.50 SUBGRADE TREATMENT | | | 0014 211-02060 474.000 m3 | 26.00000 12324.00| 25.00000 11850.00| 24.00000 11376.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 300.000 Mg | 19.00000 5700.00| 25.00000 7500.00| 18.00000 5400.00 COMPACTED AGGREGATE, O, 53 | | | 0016 401-05437 1279.800 Mg | 44.00000 56311.20| 44.00000 56311.20| 47.30000 60534.54 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 838.700 Mg | 44.00000 36902.80| 44.00000 36902.80| 47.30000 39670.51 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 381.200 Mg | 68.00000 25921.60| 68.00000 25921.60| 73.10000 27865.72 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 118.300 Mg | 44.00000 5205.20| 44.00000 5205.20| 47.30000 5595.59 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 220 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,539.00 ROUTE : NUS 231 CALL ORDER : 220 CONTRACT ID : R -26103-A COUNTIES : DUBOIS LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0626844 |(6) 35-1134435 |RAGLE, INC. |RUDOLPH, J.H. & CO |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05510 486.300 m2 | 6.00000 2917.80| 6.00000 2917.80| 6.45000 3136.64 SEAL COAT, 1 | | | 0021 405-05517 4.070 Mg | 275.00000 1119.25| 275.00000 1119.25| 295.63000 1203.21 ASPHALT FOR PRIME COAT | | | 0022 406-05520 3.710 Mg | 200.00000 742.00| 200.00000 742.00| 215.00000 797.65 ASPHALT FOR TACK COAT | | | 0023 601-02103 26.600 m | 47.50000 1263.50| 47.50000 1263.50| 65.79000 1750.01 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0024 601-02636 22.800 m | 84.50000 1926.60| 84.50000 1926.60| 64.77000 1476.76 GUARDRAIL, W BEAM, NESTED | | | 0025 601-03601 1.000 EACH| 2275.00000 2275.00| 3232.33000 3232.33| 2789.25000 2789.25 GUARDRAIL END TREATMENT, OS, DOUBLE | | | FACED | | | 0026 601-06037 2.000 EACH| 690.00000 1380.00| 690.00800 1380.00| 645.00000 1290.00 GUARDRAIL END TREATMENT, I | | | 0027 601-99105 232.500 m | 31.50000 7323.75| 31.50000 7323.75| 45.00000 10462.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 601-99132 1.000 EACH| 65.00000 65.00| 65.00000 65.00| 43.00000 43.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0029 610-05527 28.100 Mg | 105.00000 2950.50| 105.00000 2950.50| 112.88000 3171.93 HMA FOR APPROACHES | | | 0030 611-06497 1.000 EACH| 180.00000 180.00| 180.00000 180.00| 112.88000 112.88 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 24.000 EACH| 115.00000 2760.00| 115.00000 2760.00| 96.75000 2322.00 RIGHT OF WAY MARKER | | | 0032 616-02320 1054.000 m2 | 2.00000 2108.00| 1.95000 2055.30| 2.00000 2108.00 GEOTEXTILES | | | 0033 616-06405 36.000 Mg | 21.00000 756.00| 30.00000 1080.00| 35.00000 1260.00 RIPRAP, REVETMENT | | | 0034 616-06451 351.000 Mg | 21.00000 7371.00| 20.00000 7020.00| 24.00000 8424.00 RIPRAP, UNIFORM | | | 0035 621-01004 6.000 EACH| 650.00000 3900.00| 650.00000 3900.00| 550.00000 3300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01956 280.000 kg | 8.00000 2240.00| 8.00000 2240.00| 6.80000 1904.00 SEED MIXTURE, LEGUME, 1 | | | 0037 621-06545 1.200 Mg | 520.00000 624.00| 520.00000 624.00| 539.00000 646.80 FERTILIZER | | | 0038 621-06548 5.500 kg | 52.00000 286.00| 52.00000 286.00| 54.45000 299.48 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 220 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,539.00 ROUTE : NUS 231 CALL ORDER : 220 CONTRACT ID : R -26103-A COUNTIES : DUBOIS LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0626844 |(6) 35-1134435 |RAGLE, INC. |RUDOLPH, J.H. & CO |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06565 5.900 Mg | 440.00000 2596.00| 440.00000 2596.00| 440.00000 2596.00 MULCHING MATERIAL | | | 0040 621-06567 45.500 kL | 0.50000 22.75| 0.50000 22.75| 1.00000 45.50 WATER | | | 0041 621-06574 2275.000 m2 | 3.50000 7962.50| 6.25000 14218.75| 4.35000 9896.25 SODDING | | | 0042 621-52448 12.000 EACH| 24.00000 288.00| 24.00000 288.00| 22.00000 264.00 SIGN, DO NOT SPRAY | | | 0043 714-26717 26.000 m | 1650.00000 42900.00| 2000.00000 52000.00| 2100.00000 54600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0044 715-02398 4.000 EACH| 2000.00000 8000.00| 2200.00000 8800.00| 2000.00000 8000.00 SAFETY METAL END SECTION, 6:1, 900 mm | | | 0045 715-05019 24.500 m | 146.00000 3577.00| 145.00000 3552.50| 150.00000 3675.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0046 715-05048 25.000 m | 45.00000 1125.00| 32.00000 800.00| 30.00000 750.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0047 715-05177 39.500 m | 146.00000 5767.00| 125.00000 4937.50| 165.00000 6517.50 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0048 801-04308 2.000 EACH| 313.50000 627.00| 313.50000 627.00| 311.75000 623.50 ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06207 2016.000 m | 3.05000 6148.80| 4.00000 8064.00| 3.35000 6753.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0050 801-06605 10.000 EACH| 96.00000 960.00| 96.00000 960.00| 215.00000 2150.00 BARRICADE, IIIA | | | 0051 801-06625 29.000 EACH| 75.00000 2175.00| 75.00000 2175.00| 91.38000 2650.02 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 22.000 EACH| 98.00000 2156.00| 98.00000 2156.00| 80.63000 1773.86 CONSTRUCTION SIGN, A | | | 0053 801-06645 10.000 EACH| 26.00000 260.00| 26.00000 260.00| 43.00000 430.00 CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 45000.00000 45000.00| 40000.00000 40000.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0055 802-05701 23.600 m | 37.00000 873.20| 37.00000 873.20| 35.12000 828.83 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0056 808-06703 1055.000 m | 0.89000 938.95| 0.89000 938.95| 1.27000 1339.85 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0057 808-06716 1344.000 m | 1.10000 1478.40| 1.10000 1478.40| 2.15000 2889.60 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 220 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,539.00 ROUTE : NUS 231 CALL ORDER : 220 CONTRACT ID : R -26103-A COUNTIES : DUBOIS LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0626844 |(6) 35-1134435 |RAGLE, INC. |RUDOLPH, J.H. & CO |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-75240 92.000 m | 0.89000 81.88| 0.09000 8.28| 1.27000 116.84 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0059 808-75245 1115.000 m | 0.89000 992.35| 0.09000 100.35| 1.27000 1416.05 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0060 808-75290 57.000 m | 10.20000 581.40| 10.20000 581.40| 20.81000 1186.17 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0061 808-75297 24.000 m | 10.75000 258.00| 10.75000 258.00| 20.81000 499.44 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0062 808-75320 2.000 EACH| 54.00000 108.00| 54.00000 108.00| 59.13000 118.26 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0063 808-75325 2.000 EACH| 74.00000 148.00| 74.00000 148.00| 64.50000 129.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0064 808-75996 15.000 EACH| 6.45000 96.75| 16.80000 252.00| 20.00000 300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 73.000 EACH| 30.00000 2190.00| 30.00000 2190.00| 53.75000 3923.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 808-92027 552.000 m | 1.78000 982.56| 1.78000 982.56| 0.77000 425.04 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 522,758.74| $ 534,771.87| $ 536,169.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 522,758.74| $ 534,771.87| $ 536,169.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 220 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,539.00 ROUTE : NUS 231 CALL ORDER : 220 CONTRACT ID : R -26103-A COUNTIES : DUBOIS LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-07038 8.000 MOS | 2563.98000 20511.84| | FIELD OFFICE, A | | | 0002 105-06845 LUMP| 19426.18000 19426.18| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 36527.24000 36527.24| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1509.11000 1509.11| | CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 1722.98000 1722.98| | PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | | 1 | | | 0006 202-02286 1.000 EACH| 5688.85000 5688.85| | PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | | 2 | | | 0007 202-60820 296.000 m2 | 17.82000 5274.72| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 6472.000 m3 | 21.05000 136235.60| | EXCAVATION, COMMON | | | 0009 203-02070 232.000 m3 | 21.42000 4969.44| | BORROW | | | 0010 205-06931 44.000 Mg | 41.42000 1822.48| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 160.000 m | 20.03000 3204.80| | TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06936 105.000 Mg | 39.34000 4130.70| | TEMPORARY SEDIMENT TRAP | | | 0013 207-06499 2943.000 m2 | 21.95000 64598.85| | SUBGRADE TREATMENT | | | 0014 211-02060 474.000 m3 | 39.61000 18775.14| | B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-52308 300.000 Mg | 23.96000 7188.00| | COMPACTED AGGREGATE, O, 53 | | | 0016 401-05437 1279.800 Mg | 50.60000 64757.88| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0017 401-05455 838.700 Mg | 50.60000 42438.22| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 381.200 Mg | 78.20000 29809.84| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 118.300 Mg | 50.60000 5985.98| | HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 220 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,539.00 ROUTE : NUS 231 CALL ORDER : 220 CONTRACT ID : R -26103-A COUNTIES : DUBOIS LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05510 486.300 m2 | 6.30000 3063.69| | SEAL COAT, 1 | | | 0021 405-05517 4.070 Mg | 302.50000 1231.18| | ASPHALT FOR PRIME COAT | | | 0022 406-05520 3.710 Mg | 210.00000 779.10| | ASPHALT FOR TACK COAT | | | 0023 601-02103 26.600 m | 64.26000 1709.32| | GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0024 601-02636 22.800 m | 63.26000 1442.33| | GUARDRAIL, W BEAM, NESTED | | | 0025 601-03601 1.000 EACH| 2724.75000 2724.75| | GUARDRAIL END TREATMENT, OS, DOUBLE | | | FACED | | | 0026 601-06037 2.000 EACH| 630.00000 1260.00| | GUARDRAIL END TREATMENT, I | | | 0027 601-99105 232.500 m | 46.09000 10715.93| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 601-99132 1.000 EACH| 42.00000 42.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0029 610-05527 28.100 Mg | 110.25000 3098.03| | HMA FOR APPROACHES | | | 0030 611-06497 1.000 EACH| 110.25000 110.25| | MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 24.000 EACH| 94.50000 2268.00| | RIGHT OF WAY MARKER | | | 0032 616-02320 1054.000 m2 | 2.07000 2181.78| | GEOTEXTILES | | | 0033 616-06405 36.000 Mg | 19.84000 714.24| | RIPRAP, REVETMENT | | | 0034 616-06451 351.000 Mg | 18.58000 6521.58| | RIPRAP, UNIFORM | | | 0035 621-01004 6.000 EACH| 525.00000 3150.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01956 280.000 kg | 6.49000 1817.20| | SEED MIXTURE, LEGUME, 1 | | | 0037 621-06545 1.200 Mg | 514.50000 617.40| | FERTILIZER | | | 0038 621-06548 5.500 kg | 51.98000 285.89| | SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 220 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,539.00 ROUTE : NUS 231 CALL ORDER : 220 CONTRACT ID : R -26103-A COUNTIES : DUBOIS LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06565 5.900 Mg | 420.00000 2478.00| | MULCHING MATERIAL | | | 0040 621-06567 45.500 kL | 1.05000 47.78| | WATER | | | 0041 621-06574 2275.000 m2 | 4.15000 9441.25| | SODDING | | | 0042 621-52448 12.000 EACH| 21.00000 252.00| | SIGN, DO NOT SPRAY | | | 0043 714-26717 26.000 m | 1729.13000 44957.38| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0044 715-02398 4.000 EACH| 1810.16000 7240.64| | SAFETY METAL END SECTION, 6:1, 900 mm | | | 0045 715-05019 24.500 m | 128.77000 3154.87| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0046 715-05048 25.000 m | 20.90000 522.50| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0047 715-05177 39.500 m | 134.65000 5318.68| | PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0048 801-04308 2.000 EACH| 304.50000 609.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06207 2016.000 m | 3.28000 6612.48| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0050 801-06605 10.000 EACH| 210.00000 2100.00| | BARRICADE, IIIA | | | 0051 801-06625 29.000 EACH| 89.25000 2588.25| | DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 22.000 EACH| 78.75000 1732.50| | CONSTRUCTION SIGN, A | | | 0053 801-06645 10.000 EACH| 42.00000 420.00| | CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 50406.25000 50406.25| | MAINTAINING TRAFFIC | | | 0055 802-05701 23.600 m | 34.30000 809.48| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0056 808-06703 1055.000 m | 1.24000 1308.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0057 808-06716 1344.000 m | 2.10000 2822.40| | LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 220 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 499,539.00 ROUTE : NUS 231 CALL ORDER : 220 CONTRACT ID : R -26103-A COUNTIES : DUBOIS LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-75240 92.000 m | 1.24000 114.08| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0059 808-75245 1115.000 m | 1.24000 1382.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0060 808-75290 57.000 m | 20.33000 1158.81| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0061 808-75297 24.000 m | 20.33000 487.92| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0062 808-75320 2.000 EACH| 57.75000 115.50| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0063 808-75325 2.000 EACH| 63.00000 126.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0064 808-75996 15.000 EACH| 89.62000 1344.30| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 73.000 EACH| 52.50000 3832.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0066 808-92027 552.000 m | 0.76000 419.52| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 670,113.41| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 670,113.41| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 725,023.16 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26229-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/31/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949050 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057871 SMOCK FANSLER CORPORATION $ 738,521.88 100.0000% ==================================================================================================================================== |(1) 35-1057871 | | |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT- PEDESTRIAN ACCESS IMPROVEMENTS | | | 0001 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1300.00000 7800.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 33565.00000 33565.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 22200.00000 22200.00| | CLEARING RIGHT OF WAY | | | 0005 202-01502 4.000 EACH| 3050.00000 12200.00| | LIGHT STANDARD, REMOVE | | | 0006 202-52710 407.800 SYS | 3.20000 1304.96| | SIDEWALK, CONCRETE, REMOVE | | | 0007 202-91385 2.000 EACH| 475.00000 950.00| | INLET, REMOVE | | | 0008 202-96133 34.000 LFT | 15.00000 510.00| | PIPE, REMOVE | | | 0009 203-02000 926.500 CYS | 22.00000 20383.00| | EXCAVATION, COMMON | | | 0010 210-05815 3.000 EACH| 1000.00000 3000.00| | LIGHTING CONTROL STATION | | | 0011 210-07192 1.000 EACH| 400.00000 400.00| | WEATHER VANE | | | 0012 210-07193 322.000 SFT | 50.00000 16100.00| | MASONRY , UNIT | | | 0013 303-04853 699.900 TON | 15.50000 10848.45| | COMPACTED AGGREGATE , CRUSHED, 8 | | | 0014 402-05468 60.100 TON | 92.00000 5529.20| | HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05477 15.700 TON | 260.00000 4082.00| | HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 725,023.16 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26229-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057871 | | |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 603-04460 321.000 LFT | 12.00000 3852.00| | FENCE, WOOD SPLIT RAIL | | | 0017 604-04452 29.800 CFT | 330.00000 9834.00| | LIMESTONE , BASE | | | 0018 604-04452 51.200 CFT | 330.00000 16896.00| | LIMESTONE , CAP | | | 0019 604-04452 11.400 CFT | 330.00000 3762.00| | LIMESTONE , VENEER | | | 0020 604-06069 52.200 SYS | 90.00000 4698.00| | CURB RAMP, CONCRETE | | | 0021 604-90256 1920.300 SYS | 50.00000 96015.00| | SIDEWALK, CONCRETE, 6 IN. | | | 0022 605-06120 625.400 LFT | 20.00000 12508.00| | CURB, CONCRETE | | | 0023 611-05330 35.600 SYS | 136.00000 4841.60| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0024 617-03658 1.000 EACH| 5000.00000 5000.00| | BANNER , POLE | | | 0025 621-01004 2.000 EACH| 625.00000 1250.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-04258 59.000 LBS | 35.00000 2065.00| | SEED MIXTURE | | | 0027 621-04316 258.000 LFT | 1.50000 387.00| | SPADE EDGE | | | 0028 621-06570 170.180 CYS | 19.00000 3233.42| | TOP SOIL | | | 0029 621-06574 566.000 SYS | 6.50000 3679.00| | SODDING | | | 0030 621-98038 26.000 CYS | 66.00000 1716.00| | MULCH, HARDWOOD SHREDDED BARK | | | 0031 622-05639 36.000 EACH| 90.00000 3240.00| | PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0032 622-05641 33.000 EACH| 160.00000 5280.00| | PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0033 622-05650 4.000 EACH| 190.00000 760.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 725,023.16 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26229-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057871 | | |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 622-05651 21.000 EACH| 900.00000 18900.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0035 622-05654 341.000 EACH| 12.00000 4092.00| | PLANT, PERENNIAL | | | 0036 702-51005 33.100 CYS | 250.00000 8275.00| | CONCRETE, A, SUBSTRUCTURE | | | 0037 702-90915 13.100 CYS | 800.00000 10480.00| | CONCRETE, A | | | 0038 703-51032 962.000 LBS | 0.75000 721.50| | REINFORCING STEEL, EPOXY COATED | | | 0039 712-04784 1.000 EACH| 5500.00000 5500.00| | STRUCTURE , PRE-ENGINEERED ROOF | | | 0040 712-04920 20.000 CFT | 45.00000 900.00| | STONE MASONRY | | | 0041 712-07204 1.000 EACH| 1200.00000 1200.00| | PREFABRICATED ROOF, CAP | | | 0042 712-07205 LUMP| 2500.00000 2500.00| | FABRICATION , METAL | | | 0043 715-03025 1.000 EACH| 1700.00000 1700.00| | SANITARY MANHOLE | | | 0044 715-05711 974.000 LFT | 28.00000 27272.00| | PIPE, SANITARY SEWER, 6 IN. | | | 0045 715-06379 5.000 EACH| 1500.00000 7500.00| | SEWER CONNECTION, SANITARY | | | 0046 715-90714 337.000 LFT | 28.00000 9436.00| | PIPE, PVC, 12 IN. | | | 0047 715-91361 237.000 LFT | 25.00000 5925.00| | PIPE, PVC, 6 IN. | | | 0048 715-92037 196.000 LFT | 24.00000 4704.00| | PIPE, PVC, 4 IN. | | | 0049 715-92537 320.000 LFT | 26.50000 8480.00| | PIPE, PVC, 8 IN. | | | 0050 718-04986 11.000 EACH| 450.00000 4950.00| | CLEANOUT , SANITARY SEWER, 6 IN. | | | 0051 720-03194 1.000 EACH| 1350.00000 1350.00| | MANHOLE , STORM | | | 0052 720-45605 3.750 LFT | 425.00000 1593.75| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0053 720-96422 8.000 EACH| 750.00000 6000.00| | INLET, A, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 230 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 725,023.16 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26229-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057871 | | |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 732-03943 1.000 EACH| 1500.00000 1500.00| | WATER VALVE /DRAIN PIT | | | 0055 732-04751 2.000 EACH| 250.00000 500.00| | WATER SERVICE | | | 0056 732-04751 3.000 EACH| 225.00000 675.00| | WATER SERVICE , 0.75 IN. STEEL | | | 0057 732-04751 16.000 EACH| 250.00000 4000.00| | WATER SERVICE CONNECTION, 0.75 IN. | | | COPPER | | | 0058 732-04964 330.000 LFT | 12.00000 3960.00| | WATER MAIN , PVC, 1.5 IN. | | | 0059 732-04964 428.000 LFT | 13.00000 5564.00| | WATER MAIN , PVC, 2 IN. | | | 0060 732-04964 25.000 LFT | 15.00000 375.00| | WATER MAIN , PVC, 3 IN. | | | 0061 732-04964 124.000 LFT | 11.00000 1364.00| | WATER MAIN , PVC, I IN. | | | 0062 732-05924 580.000 LFT | 14.00000 8120.00| | WATER MAIN, PVC, 2.5 IN. | | | 0063 802-04314 2.000 EACH| 7000.00000 14000.00| | SIGN , GATEWAY | | | 0064 805-02971 LUMP| 16000.00000 16000.00| | ELECTRICAL SERVICE | | | 0065 805-06600 4800.000 LFT | 6.30000 30240.00| | CONDUIT, PVC, 3 IN. , SCHEDULE 80, FOR | | | ELECTRIC | | | 0066 807-03968 4500.000 LFT | 4.85000 21825.00| | CONDUIT, PVC, 1 IN., SCHEDULE 80, FOR | | | ELECTRIC | | | 0067 807-03970 18.000 EACH| 1910.00000 34380.00| | LIGHT POLE BASE | | | 0068 807-04651 5000.000 LFT | 0.85000 4250.00| | WIRE , AWG, THHN NO. 8, COPPER | | | 0069 807-04651 2000.000 LFT | 0.75000 1500.00| | WIRE , AWG, THHN, NO. 10, COPPER | | | 0070 807-04651 400.000 LFT | 0.75000 300.00| | WIRE , AWG, THHN, NO. 12, COPPER | | | 0071 807-04651 2500.000 LFT | 2.15000 5375.00| | WIRE , THHN, 1/0, COPPER | | | 0072 807-04651 7500.000 LFT | 4.20000 31500.00| | WIRE , THHN, 500 MCM, COPPER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/02/02 PAGE : 230 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 725,023.16 ROUTE : CALL ORDER : 230 CONTRACT ID : R -26229-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057871 | | |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 807-04654 2.000 EACH| 800.00000 1600.00| | LIGHT POLE BASE DUPLEX RECEPTACLE | | | 0074 807-04654 3.000 EACH| 675.00000 2025.00| | LIGHT POLE BASE LIGHT ONLY | | | 0075 807-04744 LUMP| 6500.00000 6500.00| | LIGHTING , GATEWAY STRUCTURE | | | 0076 807-04866 4.000 EACH| 1650.00000 6600.00| | LUMINAIRE , TYPE I | | | 0077 807-04962 23.000 EACH| 3000.00000 69000.00| | LIGHT POST AND LUMINAIRE | | | 0078 900-04999 1.000 EACH| 2000.00000 2000.00| | POST , 6 IN. X 6 IN. 200 AMP | | | 0079 900-04999 11.000 EACH| 1000.00000 11000.00| | POST , WOOD, 6 IN. X 6 IN. | | | SECTION TOTALS | $ 738,521.88| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 738,521.88| | ====================================================================================================================================