INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 120 -1 VENDOR RANKING CALL ORDER : 120 CONTRACT ID : SR -29334-A COUNTIES : HANCOCK LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION DESCRIPTION : ENHANCEMENT, BIKE AND PEDESTRIAN TRAIL COMPLETION DATE : 11/15/10 LOCATION : ON PENNSY RAIL TRAIL FROM GERMAN CHURCH ROAD TO MOUNT PROJECT(S) : 3630005 COMFORT ROAD ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,458,800.00 100.0000% 2 35-1128289 BEATY CONSTRUCTION INC $ 1,460,597.35 100.1232% 3 35-1357381 DAVE OMARA CONTRACTOR INC $ 1,481,465.20 101.5537% 4 35-2094565 3D COMPANY INC $ 1,528,146.62 104.7537% 5 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 1,559,186.86 106.8815% 6 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 1,574,850.23 107.9552% 7 35-1461789 POINDEXTER EXCAVATING $ 1,728,564.90 118.4922% 8 35-1817574 YARDBERRY LANDSCAPE $ 2,141,496.40 146.7985% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 120 -2 TABULATION OF BIDS CALL ORDER : 120 CONTRACT ID : SR -29334-A COUNTIES : HANCOCK LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1128289 |( 3 ) 35-1357381 |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE AND PEDESTRIAN TRAIL | | | 0001 105-06845 LUMP | 15500.00000 15500.00| 10000.00000 10000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 86000.00000 86000.00| 73000.00000 73000.00| 76000.00000 76000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 37000.00000 37000.00| 62450.00000 62450.00| 40000.00000 40000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 804.000 SYS | 1.00000 804.00| 5.00000 4020.00| 12.00000 9648.00 PAVEMENT REMOVAL | | | 0009 202-02245 3.000 EACH | 180.00000 540.00| 200.00000 600.00| 350.00000 1050.00 TREE, 6 IN., REMOVE | | | 0010 202-02250 2.000 EACH | 300.00000 600.00| 325.00000 650.00| 350.00000 700.00 TREE, 10 IN., REMOVE | | | 0011 202-02279 281.000 LFT | 6.50000 1826.50| 2.00000 562.00| 5.00000 1405.00 CURB AND GUTTER, REMOVE | | | 0012 202-51328 LUMP | 4000.00000 4000.00| 4000.00000 4000.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0013 202-93898 1.000 EACH | 360.00000 360.00| 400.00000 400.00| 450.00000 450.00 TREE, 12 IN., REMOVE | | | 0014 203-02000 3667.000 CYS | 30.00000 110010.00| 12.00000 44004.00| 15.00000 55005.00 EXCAVATION, COMMON | | | 0015 203-02070 4385.000 CYS | 12.00000 52620.00| 14.50000 63582.50| 18.00000 78930.00 BORROW | | | 0016 205-02236 14.000 EACH | 89.00000 1246.00| 90.00000 1260.00| 100.00000 1400.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 205-06931 15.000 TON | 120.00000 1800.00| 110.00000 1650.00| 42.00000 630.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06937 30710.000 LFT | 1.18000 36237.80| 1.25000 38387.50| 1.30000 39923.00 TEMPORARY SILT FENCE | | | 0019 206-51230 209.000 CYS | 4.50000 940.50| 4.25000 888.25| 88.00000 18392.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 120 -3 TABULATION OF BIDS CALL ORDER : 120 CONTRACT ID : SR -29334-A COUNTIES : HANCOCK LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1128289 |( 3 ) 35-1357381 |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 210-03825 1.000 EACH | 38500.00000 38500.00| 32500.00000 32500.00| 24000.00000 24000.00 SHELTER , BUS | | | 0021 210-04181 5.000 EACH | 650.00000 3250.00| 610.00000 3050.00| 400.00000 2000.00 BICYCLE RACK | | | 0022 210-06389 1082.000 TON | 45.40000 49122.80| 20.75000 22451.50| 20.00000 21640.00 LIMESTONE , CRUSHED, FOR SHOULDERS | | | 0023 211-06467 22.600 CYS | 65.00000 1469.00| 63.25000 1429.45| 56.00000 1265.60 AGGREGATE FOR END BENT BACKFILL | | | 0024 211-09267 247.000 CYS | 55.00000 13585.00| 51.25000 12658.75| 85.00000 20995.00 STRUCTURE BACKFILL, TYPE 4 | | | 0025 301-07448 6579.000 TON | 14.50000 95395.50| 15.80000 103948.20| 18.50000 121711.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 402-07432 1103.000 TON | 72.25000 79691.75| 78.00000 86034.00| 74.00000 81622.00 HMA SURFACE, TYPE A | | | 0027 402-07433 65.000 TON | 86.80000 5642.00| 82.00000 5330.00| 74.00000 4810.00 HMA SURFACE, TYPE B | | | 0028 402-07435 2412.000 TON | 57.15000 137845.80| 60.00000 144720.00| 70.00000 168840.00 HMA INTERMEDIATE, TYPE A | | | 0029 402-07438 108.000 TON | 78.00000 8424.00| 65.00000 7020.00| 70.00000 7560.00 HMA INTERMEDIATE, TYPE B | | | 0030 502-06329 24.000 SYS | 90.00000 2160.00| 200.00000 4800.00| 135.00000 3240.00 PCCP, 12 IN. , FOR INTERPRETIVE SIGNS | | | 0031 502-06627 1633.000 SYS | 51.25000 83691.25| 55.00000 89815.00| 50.00000 81650.00 PCCP, 6 IN. , FOR NODES | | | 0032 604-04740 176.000 SFT | 11.00000 1936.00| 34.00000 5984.00| 23.00000 4048.00 PAVERS , TRUNCATED DOME | | | 0033 604-07894 8.000 SYS | 97.00000 776.00| 315.00000 2520.00| 220.00000 1760.00 CURB RAMP, CONCRETE, A | | | 0034 604-07902 7.000 SYS | 99.00000 693.00| 325.00000 2275.00| 220.00000 1540.00 CURB RAMP, CONCRETE, H | | | 0035 604-90256 654.000 SYS | 34.20000 22366.80| 65.00000 42510.00| 36.00000 23544.00 SIDEWALK, CONCRETE, 6 IN. | | | 0036 605-06120 293.000 LFT | 32.00000 9376.00| 45.00000 13185.00| 11.50000 3369.50 CURB, CONCRETE | | | 0037 605-06140 357.000 LFT | 28.50000 10174.50| 34.00000 12138.00| 18.00000 6426.00 CURB AND GUTTER, CONCRETE | | | 0038 605-94811 1.000 EACH | 1300.00000 1300.00| 2500.00000 2500.00| 1200.00000 1200.00 CURB TURNOUT | | | 0039 610-08446 78.000 SYS | 80.00000 6240.00| 65.00000 5070.00| 42.00000 3276.00 PCCP FOR APPROACHES, 6 IN. | | | 0040 611-03671 4.000 EACH | 1700.00000 6800.00| 1800.00000 7200.00| 1500.00000 6000.00 TRASH RECEPTACLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 120 -4 TABULATION OF BIDS CALL ORDER : 120 CONTRACT ID : SR -29334-A COUNTIES : HANCOCK LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1128289 |( 3 ) 35-1357381 |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 615-03866 3.000 EACH | 3500.00000 10500.00| 4800.00000 14400.00| 3800.00000 11400.00 MILE MARKER | | | 0042 616-02320 626.000 SYS | 5.00000 3130.00| 2.25000 1408.50| 3.00000 1878.00 GEOTEXTILES | | | 0043 616-06405 30.000 TON | 50.00000 1500.00| 50.00000 1500.00| 34.00000 1020.00 RIPRAP, REVETMENT | | | 0044 621-01004 1.000 EACH | 500.00000 500.00| 525.00000 525.00| 525.00000 525.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-01935 145.000 LBS | 21.28000 3085.60| 4.75000 688.75| 23.00000 3335.00 SEED MIXTURE, A | | | 0046 621-06545 1.100 TON | 1155.00000 1270.50| 925.00000 1017.50| 1250.00000 1375.00 FERTILIZER | | | 0047 621-06565 5.200 TON | 426.00000 2215.20| 360.00000 1872.00| 460.00000 2392.00 MULCHING MATERIAL | | | 0048 621-98038 18.000 CYS | 76.00000 1368.00| 62.00000 1116.00| 80.00000 1440.00 MULCH, HARDWOOD SHREDDED BARK | | | 0049 622-02983 3.000 EACH | 500.00000 1500.00| 550.00000 1650.00| 950.00000 2850.00 TREES, REPLANT | | | 0050 622-05639 137.000 EACH | 17.25000 2363.25| 16.25000 2226.25| 19.00000 2603.00 PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0051 622-05640 84.000 EACH | 51.00000 4284.00| 35.00000 2940.00| 53.00000 4452.00 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0052 622-05650 13.000 EACH | 355.00000 4615.00| 310.00000 4030.00| 370.00000 4810.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0053 622-05652 4.000 EACH | 550.00000 2200.00| 600.00000 2400.00| 570.00000 2280.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 3.5 IN. | | | 0054 622-05654 365.000 EACH | 13.50000 4927.50| 13.00000 4745.00| 15.00000 5475.00 PLANT, PERENNIAL | | | 0055 628-09401 12.000 MOS | 2300.00000 27600.00| 1200.00000 14400.00| 1800.00000 21600.00 FIELD OFFICE, A | | | 0056 701-96089 186.000 LFT | 75.00000 13950.00| 70.00000 13020.00| 110.00000 20460.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN, 14 IN | | | 0057 701-99086 4.000 EACH | 250.00000 1000.00| 250.00000 1000.00| 330.00000 1320.00 PILE TIP, STEEL SHELL | | | 0058 702-51005 76.300 CYS | 710.00000 54173.00| 700.00000 53410.00| 390.00000 29757.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 120 -5 TABULATION OF BIDS CALL ORDER : 120 CONTRACT ID : SR -29334-A COUNTIES : HANCOCK LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1128289 |( 3 ) 35-1357381 |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 702-51015 7.100 CYS | 700.00000 4970.00| 1000.00000 7100.00| 500.00000 3550.00 CONCRETE, B, FOOTINGS , DESIGN ELEMENT | | | 0060 702-51863 44.000 EACH | 17.00000 748.00| 16.75000 737.00| 26.00000 1144.00 FIELD DRILLED HOLE IN CONCRETE | | | 0061 703-51032 9440.000 LBS | 1.00000 9440.00| 1.00000 9440.00| 1.10000 10384.00 REINFORCING STEEL, EPOXY COATED | | | 0062 704-04850 125.300 SYS | 48.00000 6014.40| 48.00000 6014.40| 128.00000 16038.40 CONCRETE , BRIDGE DECK, REINFORCED | | | 0063 704-51001 27.100 CYS | 1300.00000 35230.00| 1300.00000 35230.00| 800.00000 21680.00 CONCRETE, A, IN SUPERSTRUCTURE | | | 0064 706-04683 1564.000 LFT | 17.84000 27901.76| 32.00000 50048.00| 19.00000 29716.00 RAILING , WOOD, TYPE 1 | | | 0065 709-51821 LUMP | 5200.00000 5200.00| 3750.00000 3750.00| 6200.00000 6200.00 SURFACE SEAL | | | 0066 711-04845 LUMP | 72500.00000 72500.00| 72500.00000 72500.00| 100000.00000 100000.00 BRIDGE, STEEL TRUSS, PRE-ENGINEERED | | | 0067 711-04845 LUMP | 28405.00000 28405.00| 28405.00000 28405.00| 40000.00000 40000.00 BRIDGE, STEEL TRUSS, PRE-ENGINEERED , | | | RAILING | | | 0068 711-96801 392.000 EACH | 7.00000 2744.00| 7.00000 2744.00| 5.50000 2156.00 SHEAR CONNECTOR, 7/8 IN. STUD | | | 0069 712-03812 9.000 EACH | 1350.00000 12150.00| 2210.00000 19890.00| 1200.00000 10800.00 BENCH | | | 0070 715-05149 91.000 LFT | 22.00000 2002.00| 25.50000 2320.50| 36.00000 3276.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0071 715-05407 70.000 LFT | 10.00000 700.00| 6.00000 420.00| 11.50000 805.00 PIPE, END BENT DRAIN, 6 IN. | | | 0072 715-46000 2.000 EACH | 450.00000 900.00| 256.90000 513.80| 280.00000 560.00 PIPE END SECTION, 12 IN. | | | 0073 720-44000 7.000 EACH | 300.00000 2100.00| 410.00000 2870.00| 340.00000 2380.00 CASTING, ADJUST TO GRADE | | | 0074 722-60824 845.000 SYS | 9.00000 7605.00| 10.50000 8872.50| 5.60000 4732.00 SURFACE MILLING | | | 0075 724-03855 12.000 LFT | 150.00000 1800.00| 150.00000 1800.00| 120.00000 1440.00 EXPANSION JOINT, SLIDING PLATE | | | 0076 801-06640 31.000 EACH | 195.00000 6045.00| 200.00000 6200.00| 220.00000 6820.00 CONSTRUCTION SIGN, A | | | 0077 801-06645 5.000 EACH | 85.00000 425.00| 90.00000 450.00| 100.00000 500.00 CONSTRUCTION SIGN, B | | | 0078 801-06775 LUMP | 14518.59000 14518.59| 40000.00000 40000.00| 42000.00000 42000.00 MAINTAINING TRAFFIC | | | 0079 801-07119 80.000 LFT | 13.50000 1080.00| 14.00000 1120.00| 15.00000 1200.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 120 -6 TABULATION OF BIDS CALL ORDER : 120 CONTRACT ID : SR -29334-A COUNTIES : HANCOCK LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1128289 |( 3 ) 35-1357381 |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 802-04314 10.000 EACH | 9500.00000 95000.00| 7250.00000 72500.00| 6000.00000 60000.00 SIGN , INTERPRETIVE | | | 0081 802-04314 3.000 EACH | 7500.00000 22500.00| 5250.00000 15750.00| 5000.00000 15000.00 SIGN , KIOSK | | | 0082 802-05701 133.000 LFT | 14.00000 1862.00| 41.00000 5453.00| 15.00000 1995.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0083 802-07060 2.000 EACH | 200.00000 400.00| 155.00000 310.00| 220.00000 440.00 SIGN, SHEET, RELOCATE | | | 0084 802-09838 124.000 SFT | 18.00000 2232.00| 30.25000 3751.00| 20.00000 2480.00 SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0085 802-09842 8.000 SFT | 22.00000 176.00| 38.00000 304.00| 24.00000 192.00 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0086 802-97428 222.000 LFT | 57.50000 12765.00| 61.00000 13542.00| 60.00000 13320.00 POST, TUBULAR | | | 0087 807-02822 4.000 EACH | 1950.00000 7800.00| 1650.00000 6600.00| 3000.00000 12000.00 LIGHT POLE, STEEL, RELOCATE | | | 0088 808-06713 440.000 LFT | 2.50000 1100.00| 2.70000 1188.00| 2.70000 1188.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0089 808-09314 134.000 LFT | 2.50000 335.00| 2.70000 361.80| 2.70000 361.80 LINE, PAINT, SOLID, BLUE, 4 IN. | | | 0090 808-75297 180.000 LFT | 5.50000 990.00| 6.00000 1080.00| 6.50000 1170.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0091 808-97664 2.000 EACH | 145.00000 290.00| 160.00000 320.00| 160.00000 320.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0092 406-05520 5.020 TON | 550.00000 2761.00| 810.00000 4066.20| 520.00000 2610.40 ASPHALT FOR TACK COAT | | | SECTION TOTALS | $ 1,458,800.00| $ 1,460,597.35| $ 1,481,465.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,458,800.00| $ 1,460,597.35| $ 1,481,465.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 120 -7 TABULATION OF BIDS CALL ORDER : 120 CONTRACT ID : SR -29334-A COUNTIES : HANCOCK LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION ==================================================================================================================================== |( 4 ) 35-2094565 |( 5 ) 35-1151771 |( 6 ) 31-1323837 |3D COMPANY INC |CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE AND PEDESTRIAN TRAIL | | | 0001 105-06845 LUMP | 17195.00000 17195.00| 15500.00000 15500.00| 17500.00000 17500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 60679.75000 60679.75| 16176.76000 16176.76| 48000.00000 48000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 13800.00000 13800.00| 43236.69000 43236.69| 33000.00000 33000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 804.000 SYS | 6.81000 5475.24| 15.50000 12462.00| 6.50000 5226.00 PAVEMENT REMOVAL | | | 0009 202-02245 3.000 EACH | 57.50000 172.50| 358.93000 1076.79| 200.00000 600.00 TREE, 6 IN., REMOVE | | | 0010 202-02250 2.000 EACH | 143.75000 287.50| 555.14000 1110.28| 335.00000 670.00 TREE, 10 IN., REMOVE | | | 0011 202-02279 281.000 LFT | 3.67000 1031.27| 5.78000 1624.18| 6.00000 1686.00 CURB AND GUTTER, REMOVE | | | 0012 202-51328 LUMP | 4200.00000 4200.00| 6055.80000 6055.80| 2000.00000 2000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0013 202-93898 1.000 EACH | 241.50000 241.50| 681.99000 681.99| 400.00000 400.00 TREE, 12 IN., REMOVE | | | 0014 203-02000 3667.000 CYS | 30.55000 112026.85| 26.48000 97102.16| 15.55000 57021.85 EXCAVATION, COMMON | | | 0015 203-02070 4385.000 CYS | 8.28000 36307.80| 22.51000 98706.35| 23.65000 103705.25 BORROW | | | 0016 205-02236 14.000 EACH | 93.50000 1309.00| 85.00000 1190.00| 100.00000 1400.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 205-06931 15.000 TON | 38.86000 582.90| 41.66000 624.90| 63.00000 945.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06937 30710.000 LFT | 1.50000 46065.00| 1.15000 35316.50| 1.30000 39923.00 TEMPORARY SILT FENCE | | | 0019 206-51230 209.000 CYS | 472.50000 98752.50| 28.02000 5856.18| 16.00000 3344.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 120 -8 TABULATION OF BIDS CALL ORDER : 120 CONTRACT ID : SR -29334-A COUNTIES : HANCOCK LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION ==================================================================================================================================== |( 4 ) 35-2094565 |( 5 ) 35-1151771 |( 6 ) 31-1323837 |3D COMPANY INC |CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 210-03825 1.000 EACH | 34714.20000 34714.20| 38500.00000 38500.00| 43000.00000 43000.00 SHELTER , BUS | | | 0021 210-04181 5.000 EACH | 609.16000 3045.80| 3250.00000 16250.00| 730.00000 3650.00 BICYCLE RACK | | | 0022 210-06389 1082.000 TON | 22.60000 24453.20| 20.95000 22667.90| 20.25000 21910.50 LIMESTONE , CRUSHED, FOR SHOULDERS | | | 0023 211-06467 22.600 CYS | 68.25000 1542.45| 37.03000 836.88| 66.00000 1491.60 AGGREGATE FOR END BENT BACKFILL | | | 0024 211-09267 247.000 CYS | 57.75000 14264.25| 135.77000 33535.19| 59.25000 14634.75 STRUCTURE BACKFILL, TYPE 4 | | | 0025 301-07448 6579.000 TON | 16.75000 110198.25| 23.43000 154145.97| 25.15000 165461.85 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 402-07432 1103.000 TON | 86.38000 95277.14| 69.68000 76857.04| 85.75000 94582.25 HMA SURFACE, TYPE A | | | 0027 402-07433 65.000 TON | 83.68000 5439.20| 116.57000 7577.05| 89.50000 5817.50 HMA SURFACE, TYPE B | | | 0028 402-07435 2412.000 TON | 61.78000 149013.36| 60.75000 146529.00| 63.70000 153644.40 HMA INTERMEDIATE, TYPE A | | | 0029 402-07438 108.000 TON | 61.78000 6672.24| 79.80000 8618.40| 68.25000 7371.00 HMA INTERMEDIATE, TYPE B | | | 0030 502-06329 24.000 SYS | 101.09000 2426.16| 153.26000 3678.24| 80.00000 1920.00 PCCP, 12 IN. , FOR INTERPRETIVE SIGNS | | | 0031 502-06627 1633.000 SYS | 59.87000 97767.71| 75.70000 123618.10| 44.75000 73076.75 PCCP, 6 IN. , FOR NODES | | | 0032 604-04740 176.000 SFT | 13.63000 2398.88| 30.45000 5359.20| 22.00000 3872.00 PAVERS , TRUNCATED DOME | | | 0033 604-07894 8.000 SYS | 97.75000 782.00| 191.12000 1528.96| 158.00000 1264.00 CURB RAMP, CONCRETE, A | | | 0034 604-07902 7.000 SYS | 155.25000 1086.75| 251.82000 1762.74| 152.00000 1064.00 CURB RAMP, CONCRETE, H | | | 0035 604-90256 654.000 SYS | 40.95000 26781.30| 63.32000 41411.28| 44.80000 29299.20 SIDEWALK, CONCRETE, 6 IN. | | | 0036 605-06120 293.000 LFT | 25.42000 7448.06| 25.02000 7330.86| 19.00000 5567.00 CURB, CONCRETE | | | 0037 605-06140 357.000 LFT | 28.68000 10238.76| 24.95000 8907.15| 19.40000 6925.80 CURB AND GUTTER, CONCRETE | | | 0038 605-94811 1.000 EACH | 988.20000 988.20| 457.33000 457.33| 1230.00000 1230.00 CURB TURNOUT | | | 0039 610-08446 78.000 SYS | 59.28000 4623.84| 78.85000 6150.30| 54.00000 4212.00 PCCP FOR APPROACHES, 6 IN. | | | 0040 611-03671 4.000 EACH | 1044.80000 4179.20| 1700.00000 6800.00| 1925.00000 7700.00 TRASH RECEPTACLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 120 -9 TABULATION OF BIDS CALL ORDER : 120 CONTRACT ID : SR -29334-A COUNTIES : HANCOCK LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION ==================================================================================================================================== |( 4 ) 35-2094565 |( 5 ) 35-1151771 |( 6 ) 31-1323837 |3D COMPANY INC |CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 615-03866 3.000 EACH | 3312.83000 9938.49| 3500.00000 10500.00| 3925.00000 11775.00 MILE MARKER | | | 0042 616-02320 626.000 SYS | 1.55000 970.30| 2.87000 1796.62| 1.60000 1001.60 GEOTEXTILES | | | 0043 616-06405 30.000 TON | 43.99000 1319.70| 43.70000 1311.00| 46.50000 1395.00 RIPRAP, REVETMENT | | | 0044 621-01004 1.000 EACH | 525.00000 525.00| 500.00000 500.00| 560.00000 560.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-01935 145.000 LBS | 4.78000 693.10| 4.55000 659.75| 5.00000 725.00 SEED MIXTURE, A | | | 0046 621-06545 1.100 TON | 945.00000 1039.50| 926.21000 1018.83| 1000.00000 1100.00 FERTILIZER | | | 0047 621-06565 5.200 TON | 367.50000 1911.00| 376.23000 1956.40| 395.00000 2054.00 MULCHING MATERIAL | | | 0048 621-98038 18.000 CYS | 63.00000 1134.00| 86.22000 1551.96| 67.00000 1206.00 MULCH, HARDWOOD SHREDDED BARK | | | 0049 622-02983 3.000 EACH | 525.00000 1575.00| 600.00000 1800.00| 560.00000 1680.00 TREES, REPLANT | | | 0050 622-05639 137.000 EACH | 15.75000 2157.75| 41.22000 5647.14| 16.80000 2301.60 PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0051 622-05640 84.000 EACH | 34.65000 2910.60| 59.22000 4974.48| 37.00000 3108.00 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0052 622-05650 13.000 EACH | 315.00000 4095.00| 326.22000 4240.86| 336.00000 4368.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0053 622-05652 4.000 EACH | 577.50000 2310.00| 576.22000 2304.88| 615.00000 2460.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 3.5 IN. | | | 0054 622-05654 365.000 EACH | 12.60000 4599.00| 38.22000 13950.30| 13.45000 4909.25 PLANT, PERENNIAL | | | 0055 628-09401 12.000 MOS | 2205.24000 26462.88| 2276.96000 27323.52| 2300.00000 27600.00 FIELD OFFICE, A | | | 0056 701-96089 186.000 LFT | 78.75000 14647.50| 86.72000 16129.92| 118.00000 21948.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN, 14 IN | | | 0057 701-99086 4.000 EACH | 262.50000 1050.00| 92.50000 370.00| 95.00000 380.00 PILE TIP, STEEL SHELL | | | 0058 702-51005 76.300 CYS | 745.50000 56881.65| 554.80000 42331.24| 765.00000 58369.50 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 120 -10 TABULATION OF BIDS CALL ORDER : 120 CONTRACT ID : SR -29334-A COUNTIES : HANCOCK LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION ==================================================================================================================================== |( 4 ) 35-2094565 |( 5 ) 35-1151771 |( 6 ) 31-1323837 |3D COMPANY INC |CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 702-51015 7.100 CYS | 438.94000 3116.47| 611.56000 4342.08| 520.00000 3692.00 CONCRETE, B, FOOTINGS , DESIGN ELEMENT | | | 0060 702-51863 44.000 EACH | 17.85000 785.40| 15.62000 687.28| 27.00000 1188.00 FIELD DRILLED HOLE IN CONCRETE | | | 0061 703-51032 9440.000 LBS | 1.05000 9912.00| 1.21000 11422.40| 1.70000 16048.00 REINFORCING STEEL, EPOXY COATED | | | 0062 704-04850 125.300 SYS | 50.40000 6315.12| 85.77000 10746.98| 101.25000 12686.63 CONCRETE , BRIDGE DECK, REINFORCED | | | 0063 704-51001 27.100 CYS | 1365.00000 36991.50| 1072.58000 29066.92| 1225.00000 33197.50 CONCRETE, A, IN SUPERSTRUCTURE | | | 0064 706-04683 1564.000 LFT | 19.69000 30795.16| 17.84000 27901.76| 20.00000 31280.00 RAILING , WOOD, TYPE 1 | | | 0065 709-51821 LUMP | 5460.00000 5460.00| 5200.00000 5200.00| 5800.00000 5800.00 SURFACE SEAL | | | 0066 711-04845 LUMP | 76125.00000 76125.00| 79601.08000 79601.08| 78500.00000 78500.00 BRIDGE, STEEL TRUSS, PRE-ENGINEERED | | | 0067 711-04845 LUMP | 29825.25000 29825.25| 32375.83000 32375.83| 45800.00000 45800.00 BRIDGE, STEEL TRUSS, PRE-ENGINEERED , | | | RAILING | | | 0068 711-96801 392.000 EACH | 7.35000 2881.20| 10.00000 3920.00| 9.25000 3626.00 SHEAR CONNECTOR, 7/8 IN. STUD | | | 0069 712-03812 9.000 EACH | 1310.39000 11793.51| 1350.00000 12150.00| 1515.00000 13635.00 BENCH | | | 0070 715-05149 91.000 LFT | 27.63000 2514.33| 31.36000 2853.76| 50.00000 4550.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0071 715-05407 70.000 LFT | 13.78000 964.60| 20.04000 1402.80| 10.00000 700.00 PIPE, END BENT DRAIN, 6 IN. | | | 0072 715-46000 2.000 EACH | 338.00000 676.00| 538.61000 1077.22| 375.00000 750.00 PIPE END SECTION, 12 IN. | | | 0073 720-44000 7.000 EACH | 282.60000 1978.20| 415.30000 2907.10| 415.00000 2905.00 CASTING, ADJUST TO GRADE | | | 0074 722-60824 845.000 SYS | 8.93000 7545.85| 2.94000 2484.30| 7.85000 6633.25 SURFACE MILLING | | | 0075 724-03855 12.000 LFT | 157.50000 1890.00| 140.92000 1691.04| 145.00000 1740.00 EXPANSION JOINT, SLIDING PLATE | | | 0076 801-06640 31.000 EACH | 204.75000 6347.25| 195.00000 6045.00| 190.00000 5890.00 CONSTRUCTION SIGN, A | | | 0077 801-06645 5.000 EACH | 89.25000 446.25| 85.00000 425.00| 51.00000 255.00 CONSTRUCTION SIGN, B | | | 0078 801-06775 LUMP | 12323.40000 12323.40| 8000.00000 8000.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | 0079 801-07119 80.000 LFT | 14.18000 1134.40| 13.50000 1080.00| 21.25000 1700.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 120 -11 TABULATION OF BIDS CALL ORDER : 120 CONTRACT ID : SR -29334-A COUNTIES : HANCOCK LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION ==================================================================================================================================== |( 4 ) 35-2094565 |( 5 ) 35-1151771 |( 6 ) 31-1323837 |3D COMPANY INC |CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 802-04314 10.000 EACH | 8742.60000 87426.00| 8432.00000 84320.00| 12000.00000 120000.00 SIGN , INTERPRETIVE | | | 0081 802-04314 3.000 EACH | 7294.83000 21884.49| 6807.00000 20421.00| 9700.00000 29100.00 SIGN , KIOSK | | | 0082 802-05701 133.000 LFT | 14.70000 1955.10| 16.30000 2167.90| 16.00000 2128.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0083 802-07060 2.000 EACH | 210.00000 420.00| 50.00000 100.00| 225.00000 450.00 SIGN, SHEET, RELOCATE | | | 0084 802-09838 124.000 SFT | 18.90000 2343.60| 18.45000 2287.80| 20.25000 2511.00 SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0085 802-09842 8.000 SFT | 23.10000 184.80| 21.49000 171.92| 25.00000 200.00 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0086 802-97428 222.000 LFT | 60.38000 13404.36| 25.71000 5707.62| 64.35000 14285.70 POST, TUBULAR | | | 0087 807-02822 4.000 EACH | 2259.10000 9036.40| 1950.00000 7800.00| 2185.00000 8740.00 LIGHT POLE, STEEL, RELOCATE | | | 0088 808-06713 440.000 LFT | 2.63000 1157.20| 2.50000 1100.00| 1.50000 660.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0089 808-09314 134.000 LFT | 2.63000 352.42| 2.50000 335.00| 3.40000 455.60 LINE, PAINT, SOLID, BLUE, 4 IN. | | | 0090 808-75297 180.000 LFT | 5.88000 1058.40| 5.50000 990.00| 8.00000 1440.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0091 808-97664 2.000 EACH | 152.25000 304.50| 145.00000 290.00| 375.00000 750.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0092 406-05520 5.020 TON | 618.77000 3106.23| 100.00000 502.00| 895.00000 4492.90 ASPHALT FOR TACK COAT | | | SECTION TOTALS | $ 1,528,146.62| $ 1,559,186.86| $ 1,574,850.23 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,528,146.62| $ 1,559,186.86| $ 1,574,850.23 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 120 -12 TABULATION OF BIDS CALL ORDER : 120 CONTRACT ID : SR -29334-A COUNTIES : HANCOCK LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION ==================================================================================================================================== |( 7 ) 35-1461789 |( 8 ) 35-1817574 |( ) |POINDEXTER EXCAVATING |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE AND PEDESTRIAN TRAIL | | | 0001 105-06845 LUMP | 40000.00000 40000.00| 37800.00000 37800.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 85000.00000 85000.00| 101900.00000 101900.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 68000.00000 68000.00| 110000.00000 110000.00| CLEARING RIGHT OF WAY | | | 0008 202-02240 804.000 SYS | 16.00000 12864.00| 10.00000 8040.00| PAVEMENT REMOVAL | | | 0009 202-02245 3.000 EACH | 300.00000 900.00| 150.00000 450.00| TREE, 6 IN., REMOVE | | | 0010 202-02250 2.000 EACH | 500.00000 1000.00| 250.00000 500.00| TREE, 10 IN., REMOVE | | | 0011 202-02279 281.000 LFT | 11.00000 3091.00| 10.00000 2810.00| CURB AND GUTTER, REMOVE | | | 0012 202-51328 LUMP | 14000.00000 14000.00| 8000.00000 8000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0013 202-93898 1.000 EACH | 800.00000 800.00| 350.00000 350.00| TREE, 12 IN., REMOVE | | | 0014 203-02000 3667.000 CYS | 38.00000 139346.00| 24.00000 88008.00| EXCAVATION, COMMON | | | 0015 203-02070 4385.000 CYS | 11.00000 48235.00| 30.00000 131550.00| BORROW | | | 0016 205-02236 14.000 EACH | 95.00000 1330.00| 150.00000 2100.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 205-06931 15.000 TON | 60.00000 900.00| 100.00000 1500.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06937 30710.000 LFT | 1.20000 36852.00| 2.00000 61420.00| TEMPORARY SILT FENCE | | | 0019 206-51230 209.000 CYS | 10.00000 2090.00| 28.00000 5852.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 120 -13 TABULATION OF BIDS CALL ORDER : 120 CONTRACT ID : SR -29334-A COUNTIES : HANCOCK LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION ==================================================================================================================================== |( 7 ) 35-1461789 |( 8 ) 35-1817574 |( ) |POINDEXTER EXCAVATING |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 210-03825 1.000 EACH | 41000.00000 41000.00| 41000.00000 41000.00| SHELTER , BUS | | | 0021 210-04181 5.000 EACH | 700.00000 3500.00| 3000.00000 15000.00| BICYCLE RACK | | | 0022 210-06389 1082.000 TON | 39.00000 42198.00| 50.00000 54100.00| LIMESTONE , CRUSHED, FOR SHOULDERS | | | 0023 211-06467 22.600 CYS | 70.00000 1582.00| 60.00000 1356.00| AGGREGATE FOR END BENT BACKFILL | | | 0024 211-09267 247.000 CYS | 58.00000 14326.00| 55.00000 13585.00| STRUCTURE BACKFILL, TYPE 4 | | | 0025 301-07448 6579.000 TON | 20.00000 131580.00| 24.00000 157896.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 402-07432 1103.000 TON | 90.00000 99270.00| 85.00000 93755.00| HMA SURFACE, TYPE A | | | 0027 402-07433 65.000 TON | 99.00000 6435.00| 85.00000 5525.00| HMA SURFACE, TYPE B | | | 0028 402-07435 2412.000 TON | 68.00000 164016.00| 72.00000 173664.00| HMA INTERMEDIATE, TYPE A | | | 0029 402-07438 108.000 TON | 90.00000 9720.00| 75.00000 8100.00| HMA INTERMEDIATE, TYPE B | | | 0030 502-06329 24.000 SYS | 100.00000 2400.00| 150.00000 3600.00| PCCP, 12 IN. , FOR INTERPRETIVE SIGNS | | | 0031 502-06627 1633.000 SYS | 57.00000 93081.00| 81.00000 132273.00| PCCP, 6 IN. , FOR NODES | | | 0032 604-04740 176.000 SFT | 13.00000 2288.00| 144.00000 25344.00| PAVERS , TRUNCATED DOME | | | 0033 604-07894 8.000 SYS | 200.00000 1600.00| 225.00000 1800.00| CURB RAMP, CONCRETE, A | | | 0034 604-07902 7.000 SYS | 200.00000 1400.00| 225.00000 1575.00| CURB RAMP, CONCRETE, H | | | 0035 604-90256 654.000 SYS | 40.00000 26160.00| 63.00000 41202.00| SIDEWALK, CONCRETE, 6 IN. | | | 0036 605-06120 293.000 LFT | 36.00000 10548.00| 24.00000 7032.00| CURB, CONCRETE | | | 0037 605-06140 357.000 LFT | 33.00000 11781.00| 26.00000 9282.00| CURB AND GUTTER, CONCRETE | | | 0038 605-94811 1.000 EACH | 1450.00000 1450.00| 1200.00000 1200.00| CURB TURNOUT | | | 0039 610-08446 78.000 SYS | 90.00000 7020.00| 80.00000 6240.00| PCCP FOR APPROACHES, 6 IN. | | | 0040 611-03671 4.000 EACH | 1800.00000 7200.00| 2400.00000 9600.00| TRASH RECEPTACLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 120 -14 TABULATION OF BIDS CALL ORDER : 120 CONTRACT ID : SR -29334-A COUNTIES : HANCOCK LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION ==================================================================================================================================== |( 7 ) 35-1461789 |( 8 ) 35-1817574 |( ) |POINDEXTER EXCAVATING |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 615-03866 3.000 EACH | 3800.00000 11400.00| 3300.00000 9900.00| MILE MARKER | | | 0042 616-02320 626.000 SYS | 2.00000 1252.00| 5.00000 3130.00| GEOTEXTILES | | | 0043 616-06405 30.000 TON | 55.00000 1650.00| 50.00000 1500.00| RIPRAP, REVETMENT | | | 0044 621-01004 1.000 EACH | 800.00000 800.00| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-01935 145.000 LBS | 6.00000 870.00| 6.00000 870.00| SEED MIXTURE, A | | | 0046 621-06545 1.100 TON | 1100.00000 1210.00| 1000.00000 1100.00| FERTILIZER | | | 0047 621-06565 5.200 TON | 400.00000 2080.00| 375.00000 1950.00| MULCHING MATERIAL | | | 0048 621-98038 18.000 CYS | 80.00000 1440.00| 65.00000 1170.00| MULCH, HARDWOOD SHREDDED BARK | | | 0049 622-02983 3.000 EACH | 550.00000 1650.00| 350.00000 1050.00| TREES, REPLANT | | | 0050 622-05639 137.000 EACH | 20.00000 2740.00| 45.00000 6165.00| PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0051 622-05640 84.000 EACH | 36.00000 3024.00| 60.00000 5040.00| PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0052 622-05650 13.000 EACH | 330.00000 4290.00| 300.00000 3900.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0053 622-05652 4.000 EACH | 650.00000 2600.00| 400.00000 1600.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 3.5 IN. | | | 0054 622-05654 365.000 EACH | 14.00000 5110.00| 10.00000 3650.00| PLANT, PERENNIAL | | | 0055 628-09401 12.000 MOS | 1800.00000 21600.00| 2300.00000 27600.00| FIELD OFFICE, A | | | 0056 701-96089 186.000 LFT | 103.00000 19158.00| 85.00000 15810.00| PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN, 14 IN | | | 0057 701-99086 4.000 EACH | 500.00000 2000.00| 350.00000 1400.00| PILE TIP, STEEL SHELL | | | 0058 702-51005 76.300 CYS | 900.00000 68670.00| 1500.00000 114450.00| CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 120 -15 TABULATION OF BIDS CALL ORDER : 120 CONTRACT ID : SR -29334-A COUNTIES : HANCOCK LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION ==================================================================================================================================== |( 7 ) 35-1461789 |( 8 ) 35-1817574 |( ) |POINDEXTER EXCAVATING |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 702-51015 7.100 CYS | 800.00000 5680.00| 1200.00000 8520.00| CONCRETE, B, FOOTINGS , DESIGN ELEMENT | | | 0060 702-51863 44.000 EACH | 35.00000 1540.00| 400.00000 17600.00| FIELD DRILLED HOLE IN CONCRETE | | | 0061 703-51032 9440.000 LBS | 1.60000 15104.00| 3.00000 28320.00| REINFORCING STEEL, EPOXY COATED | | | 0062 704-04850 125.300 SYS | 153.00000 19170.90| 58.00000 7267.40| CONCRETE , BRIDGE DECK, REINFORCED | | | 0063 704-51001 27.100 CYS | 795.00000 21544.50| 1500.00000 40650.00| CONCRETE, A, IN SUPERSTRUCTURE | | | 0064 706-04683 1564.000 LFT | 19.00000 29716.00| 36.00000 56304.00| RAILING , WOOD, TYPE 1 | | | 0065 709-51821 LUMP | 4000.00000 4000.00| 4500.00000 4500.00| SURFACE SEAL | | | 0066 711-04845 LUMP | 76500.00000 76500.00| 100000.00000 100000.00| BRIDGE, STEEL TRUSS, PRE-ENGINEERED | | | 0067 711-04845 LUMP | 30000.00000 30000.00| 50000.00000 50000.00| BRIDGE, STEEL TRUSS, PRE-ENGINEERED , | | | RAILING | | | 0068 711-96801 392.000 EACH | 8.00000 3136.00| 10.00000 3920.00| SHEAR CONNECTOR, 7/8 IN. STUD | | | 0069 712-03812 9.000 EACH | 1450.00000 13050.00| 2980.00000 26820.00| BENCH | | | 0070 715-05149 91.000 LFT | 90.00000 8190.00| 40.00000 3640.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0071 715-05407 70.000 LFT | 35.00000 2450.00| 25.00000 1750.00| PIPE, END BENT DRAIN, 6 IN. | | | 0072 715-46000 2.000 EACH | 500.00000 1000.00| 200.00000 400.00| PIPE END SECTION, 12 IN. | | | 0073 720-44000 7.000 EACH | 550.00000 3850.00| 700.00000 4900.00| CASTING, ADJUST TO GRADE | | | 0074 722-60824 845.000 SYS | 10.00000 8450.00| 10.00000 8450.00| SURFACE MILLING | | | 0075 724-03855 12.000 LFT | 200.00000 2400.00| 250.00000 3000.00| EXPANSION JOINT, SLIDING PLATE | | | 0076 801-06640 31.000 EACH | 180.00000 5580.00| 189.00000 5859.00| CONSTRUCTION SIGN, A | | | 0077 801-06645 5.000 EACH | 50.00000 250.00| 65.00000 325.00| CONSTRUCTION SIGN, B | | | 0078 801-06775 LUMP | 32000.00000 32000.00| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0079 801-07119 80.000 LFT | 21.00000 1680.00| 24.00000 1920.00| BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 120 -16 TABULATION OF BIDS CALL ORDER : 120 CONTRACT ID : SR -29334-A COUNTIES : HANCOCK LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION ==================================================================================================================================== |( 7 ) 35-1461789 |( 8 ) 35-1817574 |( ) |POINDEXTER EXCAVATING |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 802-04314 10.000 EACH | 10000.00000 100000.00| 8100.00000 81000.00| SIGN , INTERPRETIVE | | | 0081 802-04314 3.000 EACH | 8000.00000 24000.00| 7112.00000 21336.00| SIGN , KIOSK | | | 0082 802-05701 133.000 LFT | 15.50000 2061.50| 35.00000 4655.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0083 802-07060 2.000 EACH | 300.00000 600.00| 450.00000 900.00| SIGN, SHEET, RELOCATE | | | 0084 802-09838 124.000 SFT | 20.00000 2480.00| 250.00000 31000.00| SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0085 802-09842 8.000 SFT | 25.00000 200.00| 300.00000 2400.00| SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0086 802-97428 222.000 LFT | 62.00000 13764.00| 35.00000 7770.00| POST, TUBULAR | | | 0087 807-02822 4.000 EACH | 2200.00000 8800.00| 5500.00000 22000.00| LIGHT POLE, STEEL, RELOCATE | | | 0088 808-06713 440.000 LFT | 3.00000 1320.00| 3.00000 1320.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0089 808-09314 134.000 LFT | 4.00000 536.00| 3.00000 402.00| LINE, PAINT, SOLID, BLUE, 4 IN. | | | 0090 808-75297 180.000 LFT | 8.00000 1440.00| 12.00000 2160.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0091 808-97664 2.000 EACH | 400.00000 800.00| 350.00000 700.00| PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0092 406-05520 5.020 TON | 550.00000 2761.00| 500.00000 2510.00| ASPHALT FOR TACK COAT | | | SECTION TOTALS | $ 1,728,564.90| $ 2,141,496.40| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,728,564.90| $ 2,141,496.40| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 130 -1 VENDOR RANKING CALL ORDER : 130 CONTRACT ID : SR -29643-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : BIKE/PEDESTRIAN FACILITIES COMPLETION DATE : 10/15/10 LOCATION : ON PHASE 1 BIKE NETWORK IN CROWN POINT PROJECT(S) : 9945111 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1068009 DYER CONSTRUCTION CO $ 799,789.82 100.0000% 2 35-1035114 SUPERIOR CONSTRUCTION CO $ 831,225.19 103.9305% 3 35-1120685 WALSH & KELLY INC $ 860,528.78 107.5944% 4 35-1035122 GARIUP CONSTRUCTION CO INC $ 863,700.00 107.9909% 5 35-1106884 ELLAS CONSTRUCTION COMPANY INC $ 883,232.65 110.4331% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 950,490.34 118.8425% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 130 -2 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : SR -29643-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-1035114 |( 3 ) 35-1120685 |DYER CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE/PEDESTRIAN FACILITIES | | | 0001 105-06845 LUMP | 6500.00000 6500.00| 64000.00000 64000.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 56000.00000 56000.00| 45000.00000 45000.00| 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 28000.00000 28000.00| 35000.00000 35000.00| 37000.00000 37000.00 CLEARING RIGHT OF WAY | | | 0008 203-02000 3045.000 CYS | 26.90000 81910.50| 20.00000 60900.00| 23.00000 70035.00 EXCAVATION, COMMON | | | 0009 205-03371 25.000 CYS | 30.74000 768.50| 25.50000 637.50| 80.00000 2000.00 SEDIMENT, REMOVE | | | 0011 205-06931 7.500 TON | 95.90000 719.25| 120.00000 900.00| 175.00000 1312.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06937 16306.000 LFT | 1.78000 29024.68| 1.42000 23154.52| 1.42000 23154.52 TEMPORARY SILT FENCE | | | 0013 206-51230 43.000 CYS | 46.09000 1981.87| 15.00000 645.00| 47.00000 2021.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 207-08262 2200.000 SYS | 29.55000 65010.00| 30.00000 66000.00| 35.00000 77000.00 SUBGRADE TREATMENT, TYPE I , MODIFIED | | | 0016 210-06389 665.000 TON | 29.00000 19285.00| 29.00000 19285.00| 29.00000 19285.00 LIMESTONE , FOR SHOULDERS | | | 0017 211-06467 12.000 CYS | 64.45000 773.40| 60.00000 720.00| 85.00000 1020.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 211-07454 20.000 CYS | 67.43000 1348.60| 20.00000 400.00| 69.00000 1380.00 STRUCTURE BACKFILL | | | 0019 301-07448 4515.000 TON | 18.43000 83211.45| 25.00000 112875.00| 20.00000 90300.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 402-07432 555.000 TON | 74.50000 41347.50| 74.50000 41347.50| 74.50000 41347.50 HMA SURFACE, TYPE A | | | 0021 402-07435 1221.000 TON | 62.50000 76312.50| 62.50000 76312.50| 62.50000 76312.50 HMA INTERMEDIATE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 130 -3 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : SR -29643-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-1035114 |( 3 ) 35-1120685 |DYER CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 601-03871 4.000 EACH | 660.00000 2640.00| 658.95000 2635.80| 1080.00000 4320.00 RAILING, WOOD, END TREATMENT | | | 0023 601-03970 1825.000 LFT | 19.10000 34857.50| 19.10000 34857.50| 17.15000 31298.75 RAILING, WOOD, 4 FT. 6 IN. | | | 0025 604-07897 28.600 SYS | 120.40000 3443.44| 200.00000 5720.00| 170.00000 4862.00 CURB RAMP, CONCRETE, C | | | 0026 616-02320 188.000 SYS | 0.87000 163.56| 10.00000 1880.00| 4.00000 752.00 GEOTEXTILES | | | 0027 616-06405 114.000 TON | 40.74000 4644.36| 60.00000 6840.00| 65.00000 7410.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH | 350.00000 350.00| 500.00000 500.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-01935 445.000 LBS | 5.00000 2225.00| 6.10000 2714.50| 6.10000 2714.50 SEED MIXTURE, A , FINE FESCUE BLEND | | | 0030 621-02770 779.000 SYS | 3.00000 2337.00| 1.88000 1464.52| 1.88000 1464.52 EROSION CONTROL BLANKET | | | 0031 621-06545 0.900 TON | 700.00000 630.00| 1670.00000 1503.00| 1670.00000 1503.00 FERTILIZER | | | 0032 621-06565 4.300 TON | 177.07000 761.40| 615.00000 2644.50| 615.00000 2644.50 MULCHING MATERIAL | | | 0033 628-09402 11.000 MOS | 2863.62000 31499.82| 1315.00000 14465.00| 3500.00000 38500.00 FIELD OFFICE, B | | | 0034 701-96089 352.000 LFT | 86.55000 30465.60| 60.00000 21120.00| 88.00000 30976.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN, 14 IN | | | 0035 701-98649 120.000 LFT | 105.68000 12681.60| 70.00000 8400.00| 107.35000 12882.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 0.250 IN., 14 | | | IN. | | | 0036 702-51005 10.300 CYS | 1899.46000 19564.44| 750.00000 7725.00| 1929.00000 19868.70 CONCRETE, A, SUBSTRUCTURE | | | 0037 703-06028 1000.000 LBS | 2.42000 2420.00| 3.00000 3000.00| 2.44000 2440.00 REINFORCING BARS | | | 0038 704-04850 87.000 SYS | 142.21000 12372.27| 100.00000 8700.00| 145.00000 12615.00 CONCRETE , BRIDGE DECK, REINFORCED | | | 0040 712-03812 1.000 EACH | 1436.79000 1436.79| 2000.00000 2000.00| 1000.00000 1000.00 BENCH , 6' STEEL | | | 0041 712-03862 LUMP | 49642.51000 49642.51| 70000.00000 70000.00| 50500.00000 50500.00 PREFABRICATED BRIDGE | | | 0042 715-05152 46.000 LFT | 48.87000 2248.02| 40.00000 1840.00| 49.60000 2281.60 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 130 -4 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : SR -29643-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1068009 |( 2 ) 35-1035114 |( 3 ) 35-1120685 |DYER CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 715-05407 74.000 LFT | 6.08000 449.92| 6.00000 444.00| 6.15000 455.10 PIPE, END BENT DRAIN, 6 IN. | | | 0044 715-46010 2.000 EACH | 270.09000 540.18| 600.00000 1200.00| 275.00000 550.00 PIPE END SECTION, 18 IN. | | | 0045 801-06775 LUMP | 3500.00000 3500.00| 5000.00000 5000.00| 22000.00000 22000.00 MAINTAINING TRAFFIC | | | 0046 802-05701 140.000 LFT | 11.85000 1659.00| 8.55000 1197.00| 15.00000 2100.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0047 802-09838 36.250 SFT | 10.00000 362.50| 25.00000 906.25| 15.00000 543.75 SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0049 808-06706 256.000 LFT | 3.26000 834.56| 3.30000 844.80| 5.00000 1280.00 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0050 207-08267 2048.000 SYS | 11.60000 23756.80| 7.00000 14336.00| 15.00000 30720.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0051 603-03829 2718.000 LFT | 22.85000 62106.30| 22.85000 62106.30| 29.13000 79175.34 FENCE , PRIVACY, VINYL | | | SECTION TOTALS | $ 799,789.82| $ 831,225.19| $ 860,528.78 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 799,789.82| $ 831,225.19| $ 860,528.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 130 -5 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : SR -29643-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1035122 |( 5 ) 35-1106884 |( 6 ) 35-0918397 |GARIUP CONSTRUCTION CO INC |ELLAS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE/PEDESTRIAN FACILITIES | | | 0001 105-06845 LUMP | 95000.00000 95000.00| 65000.00000 65000.00| 61794.66000 61794.66 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 28161.35000 28161.35| 44000.00000 44000.00| 47524.31000 47524.31 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 24000.00000 24000.00| 35000.00000 35000.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0008 203-02000 3045.000 CYS | 22.00000 66990.00| 21.00000 63945.00| 18.62000 56697.90 EXCAVATION, COMMON | | | 0009 205-03371 25.000 CYS | 12.00000 300.00| 8.00000 200.00| 18.86000 471.50 SEDIMENT, REMOVE | | | 0011 205-06931 7.500 TON | 50.00000 375.00| 39.00000 292.50| 169.09000 1268.18 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06937 16306.000 LFT | 1.40000 22828.40| 1.80000 29350.80| 1.38000 22502.28 TEMPORARY SILT FENCE | | | 0013 206-51230 43.000 CYS | 20.00000 860.00| 15.00000 645.00| 64.70000 2782.10 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 207-08262 2200.000 SYS | 24.00000 52800.00| 22.08000 48576.00| 43.45000 95590.00 SUBGRADE TREATMENT, TYPE I , MODIFIED | | | 0016 210-06389 665.000 TON | 35.00000 23275.00| 29.00000 19285.00| 37.10000 24671.50 LIMESTONE , FOR SHOULDERS | | | 0017 211-06467 12.000 CYS | 35.00000 420.00| 32.00000 384.00| 144.90000 1738.80 AGGREGATE FOR END BENT BACKFILL | | | 0018 211-07454 20.000 CYS | 30.00000 600.00| 27.18000 543.60| 51.01000 1020.20 STRUCTURE BACKFILL | | | 0019 301-07448 4515.000 TON | 20.00000 90300.00| 21.55000 97298.25| 24.64000 111249.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 402-07432 555.000 TON | 88.00000 48840.00| 74.50000 41347.50| 96.57000 53596.35 HMA SURFACE, TYPE A | | | 0021 402-07435 1221.000 TON | 78.00000 95238.00| 62.50000 76312.50| 64.92000 79267.32 HMA INTERMEDIATE, TYPE A | | | 0022 601-03871 4.000 EACH | 710.00000 2840.00| 1300.00000 5200.00| 800.00000 3200.00 RAILING, WOOD, END TREATMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 130 -6 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : SR -29643-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1035122 |( 5 ) 35-1106884 |( 6 ) 35-0918397 |GARIUP CONSTRUCTION CO INC |ELLAS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0023 601-03970 1825.000 LFT | 21.00000 38325.00| 31.25000 57031.25| 23.60000 43070.00 RAILING, WOOD, 4 FT. 6 IN. | | | 0025 604-07897 28.600 SYS | 100.00000 2860.00| 80.00000 2288.00| 131.06000 3748.32 CURB RAMP, CONCRETE, C | | | 0026 616-02320 188.000 SYS | 3.00000 564.00| 2.11000 396.68| 1.87000 351.56 GEOTEXTILES | | | 0027 616-06405 114.000 TON | 45.00000 5130.00| 38.92000 4436.88| 69.93000 7972.02 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH | 550.00000 550.00| 500.00000 500.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-01935 445.000 LBS | 21.00000 9345.00| 5.00000 2225.00| 5.00000 2225.00 SEED MIXTURE, A , FINE FESCUE BLEND | | | 0030 621-02770 779.000 SYS | 3.00000 2337.00| 1.79000 1394.41| 1.79000 1394.41 EROSION CONTROL BLANKET | | | 0031 621-06545 0.900 TON | 1200.00000 1080.00| 669.00000 602.10| 669.00000 602.10 FERTILIZER | | | 0032 621-06565 4.300 TON | 1300.00000 5590.00| 700.00000 3010.00| 700.00000 3010.00 MULCHING MATERIAL | | | 0033 628-09402 11.000 MOS | 2350.00000 25850.00| 2500.00000 27500.00| 2000.00000 22000.00 FIELD OFFICE, B | | | 0034 701-96089 352.000 LFT | 130.00000 45760.00| 64.50000 22704.00| 78.28000 27554.56 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN, 14 IN | | | 0035 701-98649 120.000 LFT | 130.00000 15600.00| 76.00000 9120.00| 95.19000 11422.80 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 0.250 IN., 14 | | | IN. | | | 0036 702-51005 10.300 CYS | 900.00000 9270.00| 1500.00000 15450.00| 884.86000 9114.06 CONCRETE, A, SUBSTRUCTURE | | | 0037 703-06028 1000.000 LBS | 0.70000 700.00| 2.41000 2410.00| 1.47000 1470.00 REINFORCING BARS | | | 0038 704-04850 87.000 SYS | 60.00000 5220.00| 135.00000 11745.00| 184.33000 16036.71 CONCRETE , BRIDGE DECK, REINFORCED | | | 0040 712-03812 1.000 EACH | 1600.00000 1600.00| 4650.00000 4650.00| 1984.61000 1984.61 BENCH , 6' STEEL | | | 0041 712-03862 LUMP | 45000.00000 45000.00| 87000.00000 87000.00| 52088.74000 52088.74 PREFABRICATED BRIDGE | | | 0042 715-05152 46.000 LFT | 42.00000 1932.00| 40.08000 1843.68| 44.60000 2051.60 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0043 715-05407 74.000 LFT | 8.00000 592.00| 4.50000 333.00| 8.22000 608.28 PIPE, END BENT DRAIN, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 130 -7 TABULATION OF BIDS CALL ORDER : 130 CONTRACT ID : SR -29643-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1035122 |( 5 ) 35-1106884 |( 6 ) 35-0918397 |GARIUP CONSTRUCTION CO INC |ELLAS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0044 715-46010 2.000 EACH | 260.00000 520.00| 244.00000 488.00| 639.85000 1279.70 PIPE END SECTION, 18 IN. | | | 0045 801-06775 LUMP | 4000.00000 4000.00| 2000.00000 2000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0046 802-05701 140.000 LFT | 17.00000 2380.00| 14.00000 1960.00| 8.55000 1197.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0047 802-09838 36.250 SFT | 17.00000 616.25| 38.00000 1377.50| 25.00000 906.25 SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0049 808-06706 256.000 LFT | 4.00000 1024.00| 10.00000 2560.00| 3.30000 844.80 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0050 207-08267 2048.000 SYS | 9.00000 18432.00| 7.50000 15360.00| 11.31000 23162.88 SUBGRADE TREATMENT, TYPE IIIA | | | 0051 603-03829 2718.000 LFT | 24.50000 66591.00| 28.50000 77463.00| 26.68000 72516.24 FENCE , PRIVACY, VINYL | | | SECTION TOTALS | $ 863,700.00| $ 883,232.65| $ 950,490.34 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 863,700.00| $ 883,232.65| $ 950,490.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 140 -1 VENDOR RANKING CALL ORDER : 140 CONTRACT ID : SR -29691-A COUNTIES : MONROE LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : BIKE AND PEDESTRAIN ENHANCEMENT COMPLETION DATE : 07/16/10 LOCATION : ON THE CITY OF BLOOMINGTON JACKSON CREEK TRAIL PHASE I PROJECT(S) : 0200987 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER INC $ 327,295.25 100.0000% 2 54-1342714 TRI COUNTY BUILDERS CO INC $ 345,632.49 105.6027% 3 35-1357381 DAVE OMARA CONTRACTOR INC $ 466,730.11 142.6022% 4 35-2113672 MCCULLOUGH & DI BENEDETTO EXCAVATING, LLC $ 484,628.70 148.0708% 5 35-1636776 LINKEL COMPANY $ 637,023.40 194.6326% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 140 -2 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : SR -29691-A COUNTIES : MONROE LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 54-1342714 |( 3 ) 35-1357381 |CRIDER & CRIDER INC |TRI COUNTY BUILDERS CO INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT | | | 0001 105-06845 LUMP | 6000.00000 6000.00| 5136.00000 5136.00| 5700.00000 5700.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 11000.00000 11000.00| 10798.50000 10798.50| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 8000.00000 8000.00| 9455.00000 9455.00| 10500.00000 10500.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 417.000 SYS | 3.50000 1459.50| 2.12000 884.04| 3.00000 1251.00 PAVEMENT REMOVAL | | | 0009 202-02250 8.000 EACH | 200.00000 1600.00| 253.00000 2024.00| 365.00000 2920.00 TREE, 10 IN., REMOVE | | | 0010 202-02255 2.000 EACH | 500.00000 1000.00| 456.55000 913.10| 675.00000 1350.00 TREE, 18 IN., REMOVE | | | 0011 202-02260 1.000 EACH | 1500.00000 1500.00| 760.15000 760.15| 1200.00000 1200.00 TREE, 30 IN., REMOVE | | | 0012 202-94747 4.000 EACH | 50.00000 200.00| 33.06000 132.24| 37.00000 148.00 POST, REMOVE | | | 0013 202-99187 928.000 LFT | 2.50000 2320.00| 1.83000 1698.24| 2.60000 2412.80 FENCE, FARM FIELD, REMOVE | | | 0014 203-02000 1276.000 CYS | 20.00000 25520.00| 7.90000 10080.40| 32.50000 41470.00 EXCAVATION, COMMON | | | 0015 203-02070 115.000 CYS | 15.00000 1725.00| 30.25000 3478.75| 25.00000 2875.00 BORROW | | | 0016 205-02770 2708.000 SYS | 1.50000 4062.00| 1.57000 4251.56| 1.65000 4468.20 EROSION CONTROL BLANKET , STRAW BLANKET | | | 0017 205-06931 54.000 TON | 32.00000 1728.00| 35.55000 1919.70| 39.00000 2106.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06937 1582.000 LFT | 3.00000 4746.00| 2.01000 3179.82| 1.35000 2135.70 TEMPORARY SILT FENCE | | | 0019 207-08266 7519.000 SYS | 1.25000 9398.75| 4.17000 31354.23| 8.50000 63911.50 SUBGRADE TREATMENT, TYPE III | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 140 -3 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : SR -29691-A COUNTIES : MONROE LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 54-1342714 |( 3 ) 35-1357381 |CRIDER & CRIDER INC |TRI COUNTY BUILDERS CO INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 210-04181 5.000 EACH | 215.00000 1075.00| 179.40000 897.00| 185.00000 925.00 BICYCLE RACK | | | 0021 210-06192 10.000 LFT | 315.00000 3150.00| 324.21000 3242.10| 435.00000 4350.00 WALL , SEATING, LIMESTONE | | | 0026 211-09264 44.520 CYS | 40.00000 1780.80| 20.07000 893.52| 45.25000 2014.53 STRUCTURE BACKFILL, TYPE 1 | | | 0027 301-07448 1939.000 TON | 17.00000 32963.00| 12.96000 25129.44| 16.50000 31993.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 303-02051 100.000 TON | 14.00000 1400.00| 20.62000 2062.00| 40.00000 4000.00 STONE, NO 2 | | | 0029 303-07449 233.000 TON | 17.00000 3961.00| 34.24000 7977.92| 31.50000 7339.50 COMPACTED AGGREGATE, NO. 73 | | | 0030 402-07432 227.000 TON | 70.00000 15890.00| 85.60000 19431.20| 77.25000 17535.75 HMA SURFACE, TYPE A | | | 0031 402-07435 454.000 TON | 60.00000 27240.00| 67.41000 30604.14| 59.75000 27126.50 HMA INTERMEDIATE, TYPE A | | | 0032 406-05520 1.030 TON | 675.00000 695.25| 535.00000 551.05| 550.00000 566.50 ASPHALT FOR TACK COAT | | | 0033 610-08510 433.000 SYS | 32.00000 13856.00| 67.41000 29188.53| 55.50000 24031.50 PCCP FOR APPROACHES | | | 0034 616-02320 65.000 SYS | 3.00000 195.00| 2.35000 152.75| 2.75000 178.75 GEOTEXTILES | | | 0036 616-07656 29.000 TON | 150.00000 4350.00| 52.75000 1529.75| 115.00000 3335.00 RIPRAP , Indiana Granite | | | 0037 621-01004 2.000 EACH | 550.00000 1100.00| 588.50000 1177.00| 605.00000 1210.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02318 6.000 LBS | 250.00000 1500.00| 263.22000 1579.32| 270.00000 1620.00 SEED MIXTURE, PRAIRIE GRASS , MODIFIED | | | 0039 621-03867 943.000 SYS | 0.90000 848.70| 0.93000 876.99| 0.95000 895.85 MULCHED SEEDING, A , Kentucky Bluegrass | | | Mix for Park Lawns | | | 0040 621-04316 609.000 LFT | 1.10000 669.90| 1.10000 669.90| 1.15000 700.35 SPADE EDGE | | | 0041 621-06557 97.000 LBS | 3.50000 339.50| 3.75000 363.75| 3.85000 373.45 SEED MIXTURE, T | | | 0042 621-06560 1738.000 SYS | 0.60000 1042.80| 0.63000 1094.94| 0.65000 1129.70 MULCHED SEEDING, U | | | 0043 621-06565 2.080 TON | 355.00000 738.40| 378.78000 787.86| 390.00000 811.20 MULCHING MATERIAL | | | 0044 621-06570 207.700 CYS | 5.00000 1038.50| 19.52000 4054.30| 26.50000 5504.05 TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 140 -4 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : SR -29691-A COUNTIES : MONROE LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 54-1342714 |( 3 ) 35-1357381 |CRIDER & CRIDER INC |TRI COUNTY BUILDERS CO INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0045 621-06570 499.000 CYS | 45.00000 22455.00| 55.27000 27579.73| 62.75000 31312.25 TOP SOIL , BIOENGINEERED | | | 0046 621-09399 19.200 LBS | 100.00000 1920.00| 107.00000 2054.40| 110.00000 2112.00 SEED MIXTURE, WET MESIC , MODIFIED | | | 0047 621-94798 1206.000 SYS | 25.00000 30150.00| 18.76000 22624.56| 31.50000 37989.00 SUBGRADE STABILIZATION TREATMENT | | | 0048 621-98038 13.100 CYS | 110.00000 1441.00| 117.70000 1541.87| 120.00000 1572.00 MULCH, HARDWOOD SHREDDED BARK | | | 0049 622-05640 82.000 EACH | 55.00000 4510.00| 58.64000 4808.48| 60.00000 4920.00 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0050 622-05651 15.000 EACH | 471.00000 7065.00| 503.97000 7559.55| 520.00000 7800.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0051 622-05654 95.000 EACH | 15.00000 1425.00| 16.01000 1520.95| 16.50000 1567.50 PLANT, PERENNIAL , 1 GAL. | | | 0052 628-09401 6.000 MOS | 925.00000 5550.00| 1420.25000 8521.50| 1400.00000 8400.00 FIELD OFFICE, A | | | 0053 715-05048 45.600 LFT | 6.50000 296.40| 4.60000 209.76| 11.00000 501.60 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0054 715-05169 112.500 LFT | 26.50000 2981.25| 18.68000 2101.50| 29.25000 3290.63 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0055 715-05171 116.400 LFT | 30.00000 3492.00| 22.29000 2594.56| 34.00000 3957.60 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0056 715-05361 32.000 LFT | 32.50000 1040.00| 23.00000 736.00| 47.50000 1520.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0057 715-46005 6.000 EACH | 300.00000 1800.00| 244.95000 1469.70| 360.00000 2160.00 PIPE END SECTION, 15 IN. | | | 0058 715-46010 6.000 EACH | 300.00000 1800.00| 289.80000 1738.80| 385.00000 2310.00 PIPE END SECTION, 18 IN. | | | 0059 715-46045 2.000 EACH | 300.00000 600.00| 247.25000 494.50| 400.00000 800.00 PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0060 718-52610 2.000 CYS | 54.00000 108.00| 35.65000 71.30| 80.00000 160.00 AGGREGATE FOR UNDERDRAINS | | | 0061 720-44296 1.000 EACH | 125.00000 125.00| 345.00000 345.00| 200.00000 200.00 CAP INLET | | | 0062 802-04314 1.000 EACH | 525.00000 525.00| 105.80000 105.80| 325.00000 325.00 SIGN , IDENTITY | | | 0063 802-04314 4.000 EACH | 465.00000 1860.00| 582.08000 2328.32| 590.00000 2360.00 SIGN , TRAIL TRAFFIC, DOUBLE SIDED | | | 0064 802-04314 12.000 EACH | 400.00000 4800.00| 582.08000 6984.96| 470.00000 5640.00 SIGN , TRAIL TRAFFIC, SINGLE SIDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 140 -5 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : SR -29691-A COUNTIES : MONROE LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 54-1342714 |( 3 ) 35-1357381 |CRIDER & CRIDER INC |TRI COUNTY BUILDERS CO INC |DAVE OMARA CONTRACTOR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0065 808-75272 117.000 LFT | 12.00000 1404.00| 4.28000 500.76| 7.10000 830.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0066 712-03812 3.000 EACH | 1100.00000 3300.00| 1179.90000 3539.70| 1050.00000 3150.00 BENCH , TYPE A | | | 0067 712-03812 2.000 EACH | 4750.00000 9500.00| 4922.00000 9844.00| 5550.00000 11100.00 BENCH | | | 0068 210-03827 5.000 EACH | 3000.00000 15000.00| 1.00000 5.00| 500.00000 2500.00 FOUNTAIN, DRINKING | | | 0069 210-08374 649.000 SFT | 8.50000 5516.50| 21.72000 14096.28| 38.50000 24986.50 STONE , LIMESTONE PAVEMENT, ON CONC BAS | | | 0070 715-07073 112.000 LFT | 20.00000 2240.00| 16.62000 1861.44| 18.50000 2072.00 WATER LINE , .75 IN | | | 0071 715-07073 124.000 LFT | 18.50000 2294.00| 16.62000 2060.88| 25.00000 3100.00 WATER LINE , .75 IN, WITH DIRECTION | | | DRILLING | | | SECTION TOTALS | $ 327,295.25| $ 345,632.49| $ 466,730.11 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 327,295.25| $ 345,632.49| $ 466,730.11 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 140 -6 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : SR -29691-A COUNTIES : MONROE LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-2113672 |( 5 ) 35-1636776 |( ) |MCCULLOUGH & DI BENEDETTO EX |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT | | | 0001 105-06845 LUMP | 15015.00000 15015.00| 50000.00000 50000.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 35520.00000 35520.00| 50000.00000 50000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 4880.00000 4880.00| 50000.00000 50000.00| CLEARING RIGHT OF WAY | | | 0008 202-02240 417.000 SYS | 12.00000 5004.00| 10.00000 4170.00| PAVEMENT REMOVAL | | | 0009 202-02250 8.000 EACH | 600.00000 4800.00| 500.00000 4000.00| TREE, 10 IN., REMOVE | | | 0010 202-02255 2.000 EACH | 775.00000 1550.00| 1100.00000 2200.00| TREE, 18 IN., REMOVE | | | 0011 202-02260 1.000 EACH | 1310.00000 1310.00| 1300.00000 1300.00| TREE, 30 IN., REMOVE | | | 0012 202-94747 4.000 EACH | 28.00000 112.00| 10.00000 40.00| POST, REMOVE | | | 0013 202-99187 928.000 LFT | 2.10000 1948.80| 10.00000 9280.00| FENCE, FARM FIELD, REMOVE | | | 0014 203-02000 1276.000 CYS | 14.50000 18502.00| 20.00000 25520.00| EXCAVATION, COMMON | | | 0015 203-02070 115.000 CYS | 14.00000 1610.00| 10.00000 1150.00| BORROW | | | 0016 205-02770 2708.000 SYS | 1.70000 4603.60| 2.00000 5416.00| EROSION CONTROL BLANKET , STRAW BLANKET | | | 0017 205-06931 54.000 TON | 42.00000 2268.00| 50.00000 2700.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06937 1582.000 LFT | 1.45000 2293.90| 2.00000 3164.00| TEMPORARY SILT FENCE | | | 0019 207-08266 7519.000 SYS | 6.00000 45114.00| 5.00000 37595.00| SUBGRADE TREATMENT, TYPE III | | | 0020 210-04181 5.000 EACH | 1732.00000 8660.00| 1000.00000 5000.00| BICYCLE RACK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 140 -7 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : SR -29691-A COUNTIES : MONROE LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-2113672 |( 5 ) 35-1636776 |( ) |MCCULLOUGH & DI BENEDETTO EX |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 210-06192 10.000 LFT | 901.00000 9010.00| 200.00000 2000.00| WALL , SEATING, LIMESTONE | | | 0026 211-09264 44.520 CYS | 28.10000 1251.01| 20.00000 890.40| STRUCTURE BACKFILL, TYPE 1 | | | 0027 301-07448 1939.000 TON | 14.75000 28600.25| 20.00000 38780.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 303-02051 100.000 TON | 14.60000 1460.00| 30.00000 3000.00| STONE, NO 2 | | | 0029 303-07449 233.000 TON | 26.00000 6058.00| 20.00000 4660.00| COMPACTED AGGREGATE, NO. 73 | | | 0030 402-07432 227.000 TON | 96.00000 21792.00| 100.00000 22700.00| HMA SURFACE, TYPE A | | | 0031 402-07435 454.000 TON | 78.00000 35412.00| 100.00000 45400.00| HMA INTERMEDIATE, TYPE A | | | 0032 406-05520 1.030 TON | 730.00000 751.90| 1000.00000 1030.00| ASPHALT FOR TACK COAT | | | 0033 610-08510 433.000 SYS | 99.00000 42867.00| 75.00000 32475.00| PCCP FOR APPROACHES | | | 0034 616-02320 65.000 SYS | 3.70000 240.50| 2.00000 130.00| GEOTEXTILES | | | 0036 616-07656 29.000 TON | 146.00000 4234.00| 300.00000 8700.00| RIPRAP , Indiana Granite | | | 0037 621-01004 2.000 EACH | 636.00000 1272.00| 1500.00000 3000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02318 6.000 LBS | 285.00000 1710.00| 100.00000 600.00| SEED MIXTURE, PRAIRIE GRASS , MODIFIED | | | 0039 621-03867 943.000 SYS | 1.00000 943.00| 2.00000 1886.00| MULCHED SEEDING, A , Kentucky Bluegrass | | | Mix for Park Lawns | | | 0040 621-04316 609.000 LFT | 1.20000 730.80| 3.00000 1827.00| SPADE EDGE | | | 0041 621-06557 97.000 LBS | 4.05000 392.85| 5.00000 485.00| SEED MIXTURE, T | | | 0042 621-06560 1738.000 SYS | 0.70000 1216.60| 2.00000 3476.00| MULCHED SEEDING, U | | | 0043 621-06565 2.080 TON | 410.00000 852.80| 500.00000 1040.00| MULCHING MATERIAL | | | 0044 621-06570 207.700 CYS | 5.20000 1080.04| 25.00000 5192.50| TOP SOIL | | | 0045 621-06570 499.000 CYS | 55.00000 27445.00| 100.00000 49900.00| TOP SOIL , BIOENGINEERED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 140 -8 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : SR -29691-A COUNTIES : MONROE LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-2113672 |( 5 ) 35-1636776 |( ) |MCCULLOUGH & DI BENEDETTO EX |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0046 621-09399 19.200 LBS | 116.00000 2227.20| 150.00000 2880.00| SEED MIXTURE, WET MESIC , MODIFIED | | | 0047 621-94798 1206.000 SYS | 6.80000 8200.80| 20.00000 24120.00| SUBGRADE STABILIZATION TREATMENT | | | 0048 621-98038 13.100 CYS | 128.00000 1676.80| 100.00000 1310.00| MULCH, HARDWOOD SHREDDED BARK | | | 0049 622-05640 82.000 EACH | 64.00000 5248.00| 75.00000 6150.00| PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0050 622-05651 15.000 EACH | 545.00000 8175.00| 500.00000 7500.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0051 622-05654 95.000 EACH | 17.30000 1643.50| 45.00000 4275.00| PLANT, PERENNIAL , 1 GAL. | | | 0052 628-09401 6.000 MOS | 2310.00000 13860.00| 1500.00000 9000.00| FIELD OFFICE, A | | | 0053 715-05048 45.600 LFT | 25.00000 1140.00| 20.00000 912.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0054 715-05169 112.500 LFT | 40.50000 4556.25| 55.00000 6187.50| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0055 715-05171 116.400 LFT | 55.00000 6402.00| 60.00000 6984.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0056 715-05361 32.000 LFT | 66.00000 2112.00| 75.00000 2400.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0057 715-46005 6.000 EACH | 467.00000 2802.00| 500.00000 3000.00| PIPE END SECTION, 15 IN. | | | 0058 715-46010 6.000 EACH | 525.00000 3150.00| 600.00000 3600.00| PIPE END SECTION, 18 IN. | | | 0059 715-46045 2.000 EACH | 698.00000 1396.00| 700.00000 1400.00| PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0060 718-52610 2.000 CYS | 97.00000 194.00| 250.00000 500.00| AGGREGATE FOR UNDERDRAINS | | | 0061 720-44296 1.000 EACH | 343.00000 343.00| 500.00000 500.00| CAP INLET | | | 0062 802-04314 1.000 EACH | 445.00000 445.00| 500.00000 500.00| SIGN , IDENTITY | | | 0063 802-04314 4.000 EACH | 629.00000 2516.00| 600.00000 2400.00| SIGN , TRAIL TRAFFIC, DOUBLE SIDED | | | 0064 802-04314 12.000 EACH | 663.00000 7956.00| 500.00000 6000.00| SIGN , TRAIL TRAFFIC, SINGLE SIDED | | | 0065 808-75272 117.000 LFT | 16.80000 1965.60| 17.00000 1989.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 140 -9 TABULATION OF BIDS CALL ORDER : 140 CONTRACT ID : SR -29691-A COUNTIES : MONROE LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-2113672 |( 5 ) 35-1636776 |( ) |MCCULLOUGH & DI BENEDETTO EX |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0066 712-03812 3.000 EACH | 5775.00000 17325.00| 2500.00000 7500.00| BENCH , TYPE A | | | 0067 712-03812 2.000 EACH | 4620.00000 9240.00| 2500.00000 5000.00| BENCH | | | 0068 210-03827 5.000 EACH | 809.00000 4045.00| 3500.00000 17500.00| FOUNTAIN, DRINKING | | | 0069 210-08374 649.000 SFT | 44.50000 28880.50| 25.00000 16225.00| STONE , LIMESTONE PAVEMENT, ON CONC BAS | | | 0070 715-07073 112.000 LFT | 36.50000 4088.00| 50.00000 5600.00| WATER LINE , .75 IN | | | 0071 715-07073 124.000 LFT | 36.50000 4526.00| 120.00000 14880.00| WATER LINE , .75 IN, WITH DIRECTION | | | DRILLING | | | SECTION TOTALS | $ 484,628.70| $ 637,023.40| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 484,628.70| $ 637,023.40| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 160 -1 VENDOR RANKING CALL ORDER : 160 CONTRACT ID : SR -29907-A COUNTIES : BROWN LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT MONROE DESCRIPTION : PIPE LINING COMPLETION DATE : 07/30/10 LOCATION : ON SR 46 AT VARIOUS LOCATIONS WITHIN THE SEYMOUR DISTRICT PROJECT(S) : 0600667 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 144,294.15 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 223,742.50 155.0600% 3 35-1801998 CLR INC $ 225,425.00 156.2260% 4 38-2874876 WEST MICHIGAN CABLE CONTRACTORS INC $ 294,994.00 204.4393% 5 35-1526557 MIDWEST MOLE INC $ 349,925.00 242.5081% 35-2097364 INDIANA RELINE INC IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 160 -2 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : SR -29907-A COUNTIES : BROWN LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT MONROE ==================================================================================================================================== |( 1 ) 35-1004746 |( 2 ) 35-1817574 |( 3 ) 35-1801998 |TEMPLE & TEMPLE EXCAVATING |YARDBERRY LANDSCAPE |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-06845 LUMP | 2800.00000 2800.00| 1500.00000 1500.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 3775.00000 3775.00| 8698.00000 8698.00| 11200.00000 11200.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 3350.00000 3350.00| 3000.00000 3000.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0008 202-96133 6.000 LFT | 16.00000 96.00| 50.00000 300.00| 125.00000 750.00 PIPE, REMOVE | | | 0009 203-02010 4.000 CYS | 160.00000 640.00| 150.00000 600.00| 300.00000 1200.00 EXCAVATION, ROCK | | | 0010 203-51223 15.000 CYS | 70.00000 1050.00| 45.00000 675.00| 60.00000 900.00 EXCAVATION, WATERWAY | | | 0011 616-02320 145.500 SYS | 6.30000 916.65| 5.00000 727.50| 15.00000 2182.50 GEOTEXTILES | | | 0012 616-05688 31.000 TON | 33.00000 1023.00| 60.00000 1860.00| 68.00000 2108.00 RIPRAP, CLASS 1 | | | 0013 616-05689 3.500 TON | 82.00000 287.00| 60.00000 210.00| 300.00000 1050.00 RIPRAP, CLASS 2 | | | 0014 616-06405 72.500 TON | 33.00000 2392.50| 50.00000 3625.00| 65.00000 4712.50 RIPRAP, REVETMENT | | | 0015 616-94213 7.000 SYS | 94.00000 658.00| 150.00000 1050.00| 275.00000 1925.00 RIPRAP, GROUTED | | | 0016 621-01004 5.000 EACH | 135.00000 675.00| 300.00000 1500.00| 360.00000 1800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0017 621-06559 200.000 SYS | 5.00000 1000.00| 2.00000 400.00| 30.00000 6000.00 MULCHED SEEDING, R | | | 0018 628-09401 9.000 MOS | 250.00000 2250.00| 1900.00000 17100.00| 1100.00000 9900.00 FIELD OFFICE, A | | | 0019 710-51870 60.000 SFT | 15.00000 900.00| 60.00000 3600.00| 20.00000 1200.00 REPOINTING MASONRY IN STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 160 -3 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : SR -29907-A COUNTIES : BROWN LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT MONROE ==================================================================================================================================== |( 1 ) 35-1004746 |( 2 ) 35-1817574 |( 3 ) 35-1801998 |TEMPLE & TEMPLE EXCAVATING |YARDBERRY LANDSCAPE |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 715-07090 2.000 EACH | 585.00000 1170.00| 2500.00000 5000.00| 2250.00000 4500.00 CONCRETE ANCHOR, MIN. AREA 11.6 SFT. | | | 0021 715-07748 2.000 EACH | 765.00000 1530.00| 3000.00000 6000.00| 2750.00000 5500.00 CONCRETE ANCHOR, MIN. AREA 23.2 SQ. FT. | | | 0022 725-06859 46.000 LFT | 245.00000 11270.00| 432.00000 19872.00| 540.00000 24840.00 PIPE LINER, THERMOPLASTIC, 48 IN. | | | 0023 725-06874 51.000 LFT | 425.00000 21675.00| 545.00000 27795.00| 545.00000 27795.00 PIPE LINER, THERMOPLASTIC, 60 IN. | | | 0024 725-09299 112.000 LFT | 535.00000 59920.00| 711.00000 79632.00| 585.00000 65520.00 PIPE LINER, THERMOPLASTIC, 23.2 SFT. | | | 0025 725-09479 69.000 LFT | 320.00000 22080.00| 536.00000 36984.00| 510.00000 35190.00 PIPE LINER, THERMOPLASTIC, AREA 11.4 | | | SFT. | | | 0026 801-03290 2.000 EACH | 346.00000 692.00| 165.00000 330.00| 499.00000 998.00 CONSTRUCTION SIGN, C | | | 0027 801-06640 6.000 EACH | 190.00000 1140.00| 130.00000 780.00| 300.00000 1800.00 CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP | 3000.00000 3000.00| 2500.00000 2500.00| 4850.00000 4850.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 144,294.15| $ 223,742.50| $ 225,425.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 144,294.15| $ 223,742.50| $ 225,425.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 160 -4 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : SR -29907-A COUNTIES : BROWN LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT MONROE ==================================================================================================================================== |( 4 ) 38-2874876 |( 5 ) 35-1526557 |( ) |WEST MICHIGAN CABLE CONTRACT |MIDWEST MOLE INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 2500.00000 2500.00| 20000.00000 20000.00| CLEARING RIGHT OF WAY | | | 0008 202-96133 6.000 LFT | 100.00000 600.00| 50.00000 300.00| PIPE, REMOVE | | | 0009 203-02010 4.000 CYS | 2000.00000 8000.00| 2500.00000 10000.00| EXCAVATION, ROCK | | | 0010 203-51223 15.000 CYS | 500.00000 7500.00| 500.00000 7500.00| EXCAVATION, WATERWAY | | | 0011 616-02320 145.500 SYS | 40.00000 5820.00| 5.00000 727.50| GEOTEXTILES | | | 0012 616-05688 31.000 TON | 250.00000 7750.00| 100.00000 3100.00| RIPRAP, CLASS 1 | | | 0013 616-05689 3.500 TON | 1000.00000 3500.00| 450.00000 1575.00| RIPRAP, CLASS 2 | | | 0014 616-06405 72.500 TON | 200.00000 14500.00| 125.00000 9062.50| RIPRAP, REVETMENT | | | 0015 616-94213 7.000 SYS | 800.00000 5600.00| 350.00000 2450.00| RIPRAP, GROUTED | | | 0016 621-01004 5.000 EACH | 530.00000 2650.00| 500.00000 2500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0017 621-06559 200.000 SYS | 12.00000 2400.00| 11.28000 2256.00| MULCHED SEEDING, R | | | 0018 628-09401 9.000 MOS | 1500.00000 13500.00| 1473.00000 13257.00| FIELD OFFICE, A | | | 0019 710-51870 60.000 SFT | 62.00000 3720.00| 250.00000 15000.00| REPOINTING MASONRY IN STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 160 -5 TABULATION OF BIDS CALL ORDER : 160 CONTRACT ID : SR -29907-A COUNTIES : BROWN LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT MONROE ==================================================================================================================================== |( 4 ) 38-2874876 |( 5 ) 35-1526557 |( ) |WEST MICHIGAN CABLE CONTRACT |MIDWEST MOLE INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 715-07090 2.000 EACH | 3000.00000 6000.00| 7500.00000 15000.00| CONCRETE ANCHOR, MIN. AREA 11.6 SFT. | | | 0021 715-07748 2.000 EACH | 3800.00000 7600.00| 8000.00000 16000.00| CONCRETE ANCHOR, MIN. AREA 23.2 SQ. FT. | | | 0022 725-06859 46.000 LFT | 500.00000 23000.00| 660.00000 30360.00| PIPE LINER, THERMOPLASTIC, 48 IN. | | | 0023 725-06874 51.000 LFT | 600.00000 30600.00| 662.00000 33762.00| PIPE LINER, THERMOPLASTIC, 60 IN. | | | 0024 725-09299 112.000 LFT | 800.00000 89600.00| 803.00000 89936.00| PIPE LINER, THERMOPLASTIC, 23.2 SFT. | | | 0025 725-09479 69.000 LFT | 550.00000 37950.00| 660.00000 45540.00| PIPE LINER, THERMOPLASTIC, AREA 11.4 | | | SFT. | | | 0026 801-03290 2.000 EACH | 700.00000 1400.00| 302.50000 605.00| CONSTRUCTION SIGN, C | | | 0027 801-06640 6.000 EACH | 550.00000 3300.00| 165.00000 990.00| CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP | 5000.00000 5000.00| 15000.00000 15000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 294,994.00| $ 349,925.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 294,994.00| $ 349,925.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -1 VENDOR RANKING CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ADDED TRAVEL LANES COMPLETION DATE : 10/15/10 LOCATION : ON MIAMI STREET FROM KERN ROAD TO JACKSON ROAD PROJECT(S) : S106004 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,990,640.88 91.7055% 2 38-2051611 HOFFMAN BROTHERS INC $ 4,351,582.69 100.0000% 3 35-1569222 GRIMMER CONSTRUCTION INC $ 4,362,941.77 100.2610% 4 35-1841857 CRI CONSTRUCTION INC $ 4,373,671.13 100.5076% 5 35-1120685 WALSH & KELLY INC $ 4,379,204.01 100.6347% 6 38-1625197 SELGE CONSTRUCTION CO INC $ 4,445,242.14 102.1523% 7 35-1068009 DYER CONSTRUCTION CO $ 4,994,970.04 114.7851% 8 35-1489621 HRP CONSTRUCTION INC $ 5,439,428.01 124.9988% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -2 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 38-2051611 |( 3 ) 35-1569222 |RIETH RILEY CONSTRUCTION |HOFFMAN BROTHERS INC |GRIMMER CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Category Number 0001 | | | 0001 105-06845 LUMP | 34000.00000 34000.00| 31945.43000 31945.43| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 240000.00000 240000.00| 157738.00000 157738.00| 217000.00000 217000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 90000.00000 90000.00| 5000.00000 5000.00| 150000.00000 150000.00 CLEARING RIGHT OF WAY | | | 0008 202-01300 1.000 EACH | 400.00000 400.00| 500.00000 500.00| 500.00000 500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 202-02240 13364.000 m2 | 9.41000 125755.24| 9.89000 132169.96| 7.30000 97557.20 PAVEMENT REMOVAL | | | 0010 202-02245 11.000 EACH | 50.00000 550.00| 45.00000 495.00| 52.10000 573.10 TREE, 150 mm, REMOVE | | | 0011 202-02250 102.000 EACH | 60.00000 6120.00| 70.00000 7140.00| 62.50000 6375.00 TREE, 250 mm, REMOVE | | | 0012 202-02255 31.000 EACH | 200.00000 6200.00| 125.00000 3875.00| 208.00000 6448.00 TREE, 460 mm, REMOVE | | | 0013 202-02260 7.000 EACH | 500.00000 3500.00| 550.00000 3850.00| 521.00000 3647.00 TREE, 760 mm, REMOVE | | | 0014 202-02265 1.000 EACH | 875.00000 875.00| 1100.00000 1100.00| 912.00000 912.00 TREE, 1220 mm, REMOVE | | | 0015 202-02271 5.000 EACH | 500.00000 2500.00| 126.07000 630.35| 133.00000 665.00 HEADWALL, REMOVE | | | 0016 202-02278 483.200 m | 22.96000 11094.27| 8.31000 4015.39| 11.70000 5653.44 CURB, CONCRETE, REMOVE | | | 0017 202-52710 361.000 m2 | 8.96000 3234.56| 7.09000 2559.49| 9.50000 3429.50 SIDEWALK, CONCRETE, REMOVE | | | 0018 202-91385 13.000 EACH | 350.00000 4550.00| 168.13000 2185.69| 98.70000 1283.10 INLET, REMOVE | | | 0019 202-93994 2.000 EACH | 300.00000 600.00| 200.00000 400.00| 208.00000 416.00 SIGNAL MAST ARM AND POLE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -3 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 38-2051611 |( 3 ) 35-1569222 |RIETH RILEY CONSTRUCTION |HOFFMAN BROTHERS INC |GRIMMER CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-93995 2.000 EACH | 500.00000 1000.00| 385.00000 770.00| 401.00000 802.00 SIGNAL POLE FOUNDATION, REMOVE | | | 0021 202-96133 810.000 m | 49.20000 39852.00| 19.85000 16078.50| 21.00000 17010.00 PIPE, REMOVE | | | 0022 203-02000 16275.000 m3 | 11.00000 179025.00| 16.54000 269188.50| 17.40000 283185.00 EXCAVATION, COMMON | | | 0023 205-06933 14.000 EACH | 100.00000 1400.00| 120.02000 1680.28| 88.60000 1240.40 TEMPORARY DITCH INLET PROTECTION | | | 0024 205-06937 3433.000 m | 1.45000 4977.85| 4.52000 15517.16| 4.60000 15791.80 TEMPORARY SILT FENCE | | | 0025 205-09543 100.000 Mg | 27.58000 2758.00| 27.46000 2746.00| 21.50000 2150.00 NO 2 STONE | | | 0026 207-08263 30432.000 m2 | 4.25000 129336.00| 7.67000 233413.44| 4.50000 136944.00 SUBGRADE TREATMENT, TYPE IA | | | 0027 207-08267 2622.300 m2 | 14.00000 36712.20| 9.48000 24859.40| 10.20000 26747.46 SUBGRADE TREATMENT, TYPE IIIA | | | 0028 211-09264 15203.000 m3 | 0.01000 152.03| 17.36000 263924.08| 0.01000 152.03 STRUCTURE BACKFILL, TYPE 1 | | | 0029 301-07448 208.000 Mg | 45.00000 9360.00| 23.30000 4846.40| 23.00000 4784.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 302-06464 6307.000 m3 | 51.25000 323233.75| 51.25000 323233.75| 51.25000 323233.75 SUBBASE FOR PCCP | | | 0031 302-07455 183.400 m3 | 51.50000 9445.10| 51.50000 9445.10| 67.40000 12361.16 DENSE GRADED SUBBASE | | | 0032 306-08034 1367.000 m2 | 3.00000 4101.00| 5.27000 7204.09| 7.60000 10389.20 MILLING, ASPHALT, 38 mm | | | 0033 402-07433 122.000 Mg | 85.00000 10370.00| 70.00000 8540.00| 85.00000 10370.00 HMA SURFACE, TYPE B | | | 0034 402-07434 87.000 Mg | 115.00000 10005.00| 77.00000 6699.00| 115.00000 10005.00 HMA SURFACE, TYPE C | | | 0035 402-07438 122.200 Mg | 71.00000 8676.20| 86.00000 10509.20| 71.00000 8676.20 HMA INTERMEDIATE, TYPE B | | | 0036 402-07439 29.600 Mg | 90.00000 2664.00| 75.00000 2220.00| 90.00000 2664.00 HMA INTERMEDIATE, TYPE C | | | 0037 402-07441 455.400 Mg | 57.00000 25957.80| 50.00000 22770.00| 57.00000 25957.80 HMA BASE, TYPE B | | | 0038 402-07442 153.300 Mg | 61.00000 9351.30| 50.00000 7665.00| 61.00000 9351.30 HMA BASE, TYPE C | | | 0039 402-07451 55.000 Mg | 72.00000 3960.00| 86.00000 4730.00| 72.00000 3960.00 HMA WEDGE AND LEVEL, TYPE B | | | 0040 402-07452 26.300 Mg | 107.00000 2814.10| 100.00000 2630.00| 107.00000 2814.10 HMA WEDGE AND LEVEL, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -4 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 38-2051611 |( 3 ) 35-1569222 |RIETH RILEY CONSTRUCTION |HOFFMAN BROTHERS INC |GRIMMER CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 402-07453 141.000 Mg | 30.00000 4230.00| 85.00000 11985.00| 30.00000 4230.00 HMA FOR TEMPORARY PAVEMENT | | | 0042 406-05521 6746.000 m2 | 0.36000 2428.56| 0.15000 1011.90| 0.35000 2361.10 ASPHALT FOR TACK COAT | | | 0043 501-09107 25307.400 m2 | 32.95000 833878.83| 32.95000 833878.83| 32.95000 833878.83 QC/QA-PCCP, 225 mm | | | 0044 503-05240 5490.000 m | 26.85000 147406.50| 26.85000 147406.50| 26.85000 147406.50 D-1 CONTRACTION JOINT | | | 0045 604-07901 95.000 m2 | 137.50000 13062.50| 141.76000 13467.20| 141.96000 13486.20 CURB RAMP, CONCRETE, G | | | 0046 604-91531 4465.000 m2 | 32.50000 145112.50| 36.76000 164133.40| 36.00000 160740.00 SIDEWALK, CONCRETE, 100 mm | | | 0047 605-06090 2916.000 m | 25.70000 74941.20| 28.30000 82522.80| 25.70000 74941.20 CURB, INTEGRAL, CONCRETE | | | 0048 605-06140 450.000 m | 39.50000 17775.00| 45.56000 20502.00| 46.00000 20700.00 CURB AND GUTTER, CONCRETE | | | 0049 610-07487 390.500 Mg | 120.00000 46860.00| 113.29000 44239.75| 125.00000 48812.50 HMA FOR APPROACHES, TYPE B | | | 0050 610-08446 1954.000 m2 | 41.00000 80114.00| 44.79000 87519.66| 45.00000 87930.00 PCCP FOR APPROACHES, 150 mm | | | 0051 610-09108 1356.000 m2 | 48.50000 65766.00| 52.29000 70905.24| 54.00000 73224.00 PCCP FOR APPROACHES, 225 mm | | | 0052 611-06497 56.000 EACH | 145.00000 8120.00| 76.99000 4311.44| 151.00000 8456.00 MAILBOX ASSEMBLY, SINGLE | | | 0053 621-01004 2.000 EACH | 375.00000 750.00| 250.00000 500.00| 261.00000 522.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-06545 0.740 Mg | 975.00000 721.50| 1000.00000 740.00| 1040.00000 769.60 FERTILIZER | | | 0055 621-06557 100.000 kg | 4.00000 400.00| 2.29000 229.00| 2.40000 240.00 SEED MIXTURE, T | | | 0056 621-06565 4.950 Mg | 375.00000 1856.25| 375.00000 1856.25| 391.00000 1935.45 MULCHING MATERIAL | | | 0057 621-06567 198.100 kL | 3.00000 594.30| 1.00000 198.10| 1.00000 198.10 WATER | | | 0058 621-06574 11004.000 m2 | 3.42000 37633.68| 5.23000 57550.92| 5.80000 63823.20 SODDING | | | 0059 622-05625 20.000 EACH | 250.00000 5000.00| 175.00000 3500.00| 182.00000 3640.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1200 TO 1800 mm | | | 0060 628-09401 12.000 MOS | 1600.00000 19200.00| 1214.18000 14570.16| 2460.00000 29520.00 FIELD OFFICE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -5 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 38-2051611 |( 3 ) 35-1569222 |RIETH RILEY CONSTRUCTION |HOFFMAN BROTHERS INC |GRIMMER CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 715-01902 20.000 m | 328.00000 6560.00| 95.75000 1915.00| 179.00000 3580.00 WATER SERVICE LINE, 50 mm | | | 0062 715-02889 110.000 m | 164.00000 18040.00| 55.69000 6125.90| 115.00000 12650.00 SERVICE LINE, 25 mm | | | 0064 715-05048 3378.000 m | 10.58000 35739.24| 12.71000 42934.38| 26.60000 89854.80 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0065 715-05061 5.000 m | 820.00000 4100.00| 114.25000 571.25| 473.00000 2365.00 WATER SERVICE LINE, 150 mm | | | 0066 715-05149 968.000 m | 88.30000 85474.40| 145.55000 140892.40| 103.00000 99704.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0067 715-05151 327.000 m | 96.60000 31588.20| 169.09000 55292.43| 140.00000 45780.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0068 715-05152 207.000 m | 111.04000 22985.28| 189.70000 39267.90| 150.00000 31050.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0069 715-05153 166.000 m | 115.79000 19221.14| 174.55000 28975.30| 180.00000 29880.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0070 715-05154 154.000 m | 130.05000 20027.70| 187.58000 28887.32| 205.00000 31570.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0071 715-05155 295.000 m | 154.33000 45527.35| 237.51000 70065.45| 230.00000 67850.00 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0072 715-05156 179.000 m | 160.92000 28804.68| 241.47000 43223.13| 260.00000 46540.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0074 715-94530 15.000 EACH | 274.92000 4123.80| 123.74000 1856.10| 228.00000 3420.00 ADJUST WATER VALVE TO GRADE | | | 0075 715-96669 20.000 m | 1148.00000 22960.00| 121.46000 2429.20| 475.00000 9500.00 WATER MAIN, DUCTILE IRON, 400 mm | | | 0076 718-06532 3378.000 m | 2.40000 8107.20| 2.65000 8951.70| 3.50000 11823.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0077 718-52610 902.000 m3 | 49.00000 44198.00| 34.73000 31326.46| 39.60000 35719.20 AGGREGATE FOR UNDERDRAINS | | | 0078 718-99153 15438.000 m2 | 0.70000 10806.60| 0.46000 7101.48| 0.45000 6947.10 GEOTEXTILES FOR UNDERDRAIN | | | 0079 720-44000 3.000 EACH | 500.00000 1500.00| 265.93000 797.79| 396.00000 1188.00 CASTING, ADJUST TO GRADE | | | 0080 720-45130 12.000 EACH | 1500.00000 18000.00| 1255.82000 15069.84| 1510.00000 18120.00 INLET, E7, MODIFIED INLET TYPE E, | | | MODIFICATION #1 | | | 0081 720-45130 2.000 EACH | 13803.21000 27606.42| 10038.22000 20076.44| 21200.00000 42400.00 INLET, E7, MODIFIED INLET TYPE E, | | | MODIFICATION #2 | | | 0082 720-45410 28.000 EACH | 2200.00000 61600.00| 2064.35000 57801.80| 2300.00000 64400.00 MANHOLE, C4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -6 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 38-2051611 |( 3 ) 35-1569222 |RIETH RILEY CONSTRUCTION |HOFFMAN BROTHERS INC |GRIMMER CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 720-90579 1.000 EACH | 5500.00000 5500.00| 1746.50000 1746.50| 836.00000 836.00 HYDRANT SETTING, RELOCATE | | | 0084 720-93409 12.000 EACH | 6307.79000 75693.48| 4039.78000 48477.36| 5040.00000 60480.00 INLET, B15, MODIFIED INLET TYPE B, | | | MODIFICATION #2 | | | 0085 720-93409 50.000 EACH | 3000.00000 150000.00| 2174.42000 108721.00| 2850.00000 142500.00 INLET, B15, MODIFIED INLET TYPE B, | | | MODIFICATION #3 | | | 0086 720-93411 8.000 EACH | 3000.00000 24000.00| 2273.84000 18190.72| 2850.00000 22800.00 INLET, C15, MODIFIED INLET TYPE C, | | | MODIFICATION #3 | | | 0087 720-94840 3.000 EACH | 500.00000 1500.00| 100.99000 302.97| 228.00000 684.00 CASTING, ADJUST TO GRADE, WATER VALVE | | | 0088 720-95422 15.000 EACH | 3100.00000 46500.00| 2911.81000 43677.15| 3350.00000 50250.00 MANHOLE, J4 | | | 0089 732-94780 2.000 EACH | 1500.00000 3000.00| 736.37000 1472.74| 597.00000 1194.00 WATER SERVICE CONNECTION | | | 0090 801-01504 38.000 EACH | 29.00000 1102.00| 29.00000 1102.00| 53.00000 2014.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0091 801-03290 20.000 EACH | 129.00000 2580.00| 129.00000 2580.00| 155.00000 3100.00 CONSTRUCTION SIGN, C | | | 0092 801-04308 11.000 EACH | 205.00000 2255.00| 205.00000 2255.00| 375.00000 4125.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0093 801-06207 1900.000 m | 2.80000 5320.00| 2.80000 5320.00| 3.12000 5928.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0094 801-06625 50.000 EACH | 65.00000 3250.00| 65.00000 3250.00| 101.00000 5050.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0095 801-06640 37.000 EACH | 119.00000 4403.00| 119.00000 4403.00| 138.00000 5106.00 CONSTRUCTION SIGN, A | | | 0096 801-06645 5.000 EACH | 30.00000 150.00| 30.00000 150.00| 55.00000 275.00 CONSTRUCTION SIGN, B | | | 0097 801-06775 LUMP | 25000.00000 25000.00| 10060.10000 10060.10| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0098 801-07119 118.800 m | 38.00000 4514.40| 38.00000 4514.40| 32.81000 3897.83 BARRICADE, III-B | | | 0099 801-94295 3.000 EACH | 150.00000 450.00| 120.00000 360.00| 120.00000 360.00 SIGNAL HEAD, RELOCATE | | | 0100 802-03126 2.000 EACH | 150.00000 300.00| 100.00000 200.00| 100.00000 200.00 OVERHEAD SIGN, RELOCATE | | | 0101 802-05701 113.000 m | 38.50000 4350.50| 48.78000 5512.14| 48.78000 5512.14 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -7 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 38-2051611 |( 3 ) 35-1569222 |RIETH RILEY CONSTRUCTION |HOFFMAN BROTHERS INC |GRIMMER CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 802-09838 22.000 m2 | 140.00000 3080.00| 159.86000 3516.92| 159.86000 3516.92 SIGN, SHEET, WITH LEGEND 2.03mm | | | THICKNESS | | | 0103 802-09840 6.000 m2 | 120.00000 720.00| 168.24000 1009.44| 168.24000 1009.44 SIGN, SHEET, WITH LEGEND 2.54mm | | | THICKNESS | | | 0104 804-06770 2.000 EACH | 37.00000 74.00| 60.00000 120.00| 28.00000 56.00 DELINEATOR POST | | | 0105 805-01816 2.000 EACH | 1050.00000 2100.00| 728.00000 1456.00| 728.00000 1456.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0106 805-01842 21.000 EACH | 950.00000 19950.00| 610.00000 12810.00| 610.00000 12810.00 HANDHOLE, SIGNAL | | | 0107 805-02032 4.000 EACH | 125.00000 500.00| 187.00000 748.00| 187.00000 748.00 PEDESTRIAN SIGNAL HEAD, 305 mm, RELOCAT | | | 0108 805-02072 2.000 EACH | 2800.00000 5600.00| 3750.00000 7500.00| 3750.00000 7500.00 SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0109 805-02087 LUMP | 100.00000 100.00| 500.00000 500.00| 500.00000 500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0110 805-02328 55.000 m | 0.50000 27.50| 2.53000 139.15| 2.53000 139.15 SIGNAL CABLE, 1C 14GA. | | | 0111 805-06592 1671.000 m | 29.50000 49294.50| 36.74000 61392.54| 36.74000 61392.54 CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0112 805-08129 43.000 m | 7.00000 301.00| 6.40000 275.20| 6.40000 275.20 SIGNAL CABLE , 3C 10GA | | | 0113 805-78230 1.000 EACH | 975.00000 975.00| 995.00000 995.00| 995.00000 995.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0114 805-78485 253.000 m | 4.65000 1176.45| 5.74000 1452.22| 5.74000 1452.22 SIGNAL CABLE, 5C 14GA. | | | 0115 805-78490 128.000 m | 5.20000 665.60| 5.98000 765.44| 5.98000 765.44 SIGNAL CABLE, 7C 14GA. | | | 0116 805-78510 135.000 m | 3.85000 519.75| 2.17000 292.95| 2.17000 292.95 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0117 805-78785 1.000 EACH | 960.00000 960.00| 485.00000 485.00| 485.00000 485.00 SIGNAL DETECTOR HOUSING | | | 0118 805-78795 12.000 m | 53.00000 636.00| 36.74000 440.88| 36.74000 440.88 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0119 805-86843 11400.000 m | 3.45000 39330.00| 6.28000 71592.00| 6.28000 71592.00 WIRE, NO. 4 COPPER, 1C | | | 0120 805-96121 4.000 EACH | 132.00000 528.00| 138.00000 552.00| 138.00000 552.00 PEDESTRIAN PUSH BUTTON AND SIGN , | | | BRAILLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -8 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 38-2051611 |( 3 ) 35-1569222 |RIETH RILEY CONSTRUCTION |HOFFMAN BROTHERS INC |GRIMMER CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 807-01878 28.000 EACH | 230.00000 6440.00| 340.00000 9520.00| 340.00000 9520.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0122 807-02191 14.000 EACH | 950.00000 13300.00| 610.00000 8540.00| 610.00000 8540.00 HANDHOLE, LIGHTING | | | 0123 807-02782 1.000 EACH | 1650.00000 1650.00| 975.00000 975.00| 975.00000 975.00 LUMINAIRE MAST ARM, 3.7 m | | | 0124 807-08214 2850.000 m | 5.55000 15817.50| 13.45000 38332.50| 13.45000 38332.50 CONDUIT, PVC, 50 mm, SCHEDULE 40, FOR | | | ELECTRIC | | | 0125 807-08469 27.000 EACH | 680.00000 18360.00| 640.00000 17280.00| 640.00000 17280.00 LIGHTING FOUNDATION CONCRETE WITH | | | GROUNDING, 610 mm X 610 mm X 2450 mm | | | 0126 807-85752 27.000 EACH | 1775.00000 47925.00| 1950.00000 52650.00| 1950.00000 52650.00 LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, BREAKAWAY BASE | | | 0127 807-86810 2.000 EACH | 5925.00000 11850.00| 6240.00000 12480.00| 6240.00000 12480.00 SERVICE POINT, II | | | 0128 807-86910 28.000 EACH | 43.00000 1204.00| 18.65000 522.20| 18.65000 522.20 CONNECTOR KIT, UNFUSED | | | 0129 807-86915 28.000 EACH | 44.00000 1232.00| 18.65000 522.20| 18.65000 522.20 CONNECTOR KIT, FUSED | | | 0130 807-86925 56.000 EACH | 17.00000 952.00| 12.00000 672.00| 12.00000 672.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0131 807-86935 28.000 EACH | 9.00000 252.00| 11.00000 308.00| 11.00000 308.00 INSULATING LINK, WATERPROOFED | | | 0132 807-86950 28.000 EACH | 65.00000 1820.00| 18.00000 504.00| 18.00000 504.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0133 807-86955 15.000 EACH | 90.00000 1350.00| 112.00000 1680.00| 112.00000 1680.00 CABLE DUCT MARKER | | | 0134 807-87556 1053.000 m | 2.65000 2790.45| 2.14000 2253.42| 2.14000 2253.42 WIRE, THW OR TW, N0. 10 COPPER STRANDED | | | 0135 808-03002 760.000 m | 1.05000 798.00| 2.00000 1520.00| 1.05000 798.00 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0136 808-03631 3200.000 m | 0.99000 3168.00| 2.00000 6400.00| 0.99000 3168.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0137 808-03632 3392.000 m | 0.99000 3358.08| 2.00000 6784.00| 0.99000 3358.08 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0138 808-07591 78.000 m | 27.98000 2182.44| 20.00000 1560.00| 27.89000 2175.42 LINE, EPOXY, SOLID, WHITE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -9 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 38-2051611 |( 3 ) 35-1569222 |RIETH RILEY CONSTRUCTION |HOFFMAN BROTHERS INC |GRIMMER CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0139 808-74807 6.000 EACH | 110.00000 660.00| 200.00000 1200.00| 110.00000 660.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0140 808-74808 6.000 EACH | 145.00000 870.00| 250.00000 1500.00| 145.00000 870.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0141 802-07125 4.000 m2 | 225.00000 900.00| 293.48000 1173.92| 293.48000 1173.92 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.03 mm | | | SECTION TOTALS | $ 3,990,640.88| $ 4,351,582.69| $ 4,362,941.77 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,990,640.88| $ 4,351,582.69| $ 4,362,941.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -10 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1841857 |( 5 ) 35-1120685 |( 6 ) 38-1625197 |CRI CONSTRUCTION INC |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Category Number 0001 | | | 0001 105-06845 LUMP | 95000.00000 95000.00| 40000.00000 40000.00| 38000.00000 38000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 215000.00000 215000.00| 220000.00000 220000.00| 222000.00000 222000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 105000.00000 105000.00| 130000.00000 130000.00| 81322.00000 81322.00 CLEARING RIGHT OF WAY | | | 0008 202-01300 1.000 EACH | 6940.00000 6940.00| 900.00000 900.00| 400.00000 400.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 202-02240 13364.000 m2 | 10.50000 140322.00| 6.50000 86866.00| 13.35000 178409.40 PAVEMENT REMOVAL | | | 0010 202-02245 11.000 EACH | 140.00000 1540.00| 25.00000 275.00| 50.00000 550.00 TREE, 150 mm, REMOVE | | | 0011 202-02250 102.000 EACH | 200.00000 20400.00| 35.00000 3570.00| 60.00000 6120.00 TREE, 250 mm, REMOVE | | | 0012 202-02255 31.000 EACH | 300.00000 9300.00| 40.00000 1240.00| 200.00000 6200.00 TREE, 460 mm, REMOVE | | | 0013 202-02260 7.000 EACH | 750.00000 5250.00| 50.00000 350.00| 500.00000 3500.00 TREE, 760 mm, REMOVE | | | 0014 202-02265 1.000 EACH | 1510.50000 1510.50| 50.00000 50.00| 875.00000 875.00 TREE, 1220 mm, REMOVE | | | 0015 202-02271 5.000 EACH | 800.00000 4000.00| 200.00000 1000.00| 250.00000 1250.00 HEADWALL, REMOVE | | | 0016 202-02278 483.200 m | 13.00000 6281.60| 5.00000 2416.00| 14.35000 6933.92 CURB, CONCRETE, REMOVE | | | 0017 202-52710 361.000 m2 | 11.00000 3971.00| 5.00000 1805.00| 9.35000 3375.35 SIDEWALK, CONCRETE, REMOVE | | | 0018 202-91385 13.000 EACH | 100.00000 1300.00| 300.00000 3900.00| 110.00000 1430.00 INLET, REMOVE | | | 0019 202-93994 2.000 EACH | 200.00000 400.00| 550.00000 1100.00| 300.00000 600.00 SIGNAL MAST ARM AND POLE, REMOVE | | | 0020 202-93995 2.000 EACH | 385.00000 770.00| 300.00000 600.00| 500.00000 1000.00 SIGNAL POLE FOUNDATION, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -11 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1841857 |( 5 ) 35-1120685 |( 6 ) 38-1625197 |CRI CONSTRUCTION INC |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 202-96133 810.000 m | 10.00000 8100.00| 56.00000 45360.00| 29.85000 24178.50 PIPE, REMOVE | | | 0022 203-02000 16275.000 m3 | 12.50000 203437.50| 12.50000 203437.50| 25.60000 416640.00 EXCAVATION, COMMON | | | 0023 205-06933 14.000 EACH | 90.00000 1260.00| 100.00000 1400.00| 85.00000 1190.00 TEMPORARY DITCH INLET PROTECTION | | | 0024 205-06937 3433.000 m | 4.42000 15173.86| 3.00000 10299.00| 4.70000 16135.10 TEMPORARY SILT FENCE | | | 0025 205-09543 100.000 Mg | 42.00000 4200.00| 24.00000 2400.00| 39.25000 3925.00 NO 2 STONE | | | 0026 207-08263 30432.000 m2 | 4.75000 144552.00| 6.00000 182592.00| 5.20000 158246.40 SUBGRADE TREATMENT, TYPE IA | | | 0027 207-08267 2622.300 m2 | 10.00000 26223.00| 18.00000 47201.40| 12.75000 33434.33 SUBGRADE TREATMENT, TYPE IIIA | | | 0028 211-09264 15203.000 m3 | 0.01000 152.03| 0.01000 152.03| 0.01000 152.03 STRUCTURE BACKFILL, TYPE 1 | | | 0029 301-07448 208.000 Mg | 30.00000 6240.00| 27.00000 5616.00| 34.75000 7228.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 302-06464 6307.000 m3 | 47.00000 296429.00| 44.00000 277508.00| 50.70000 319764.90 SUBBASE FOR PCCP | | | 0031 302-07455 183.400 m3 | 40.00000 7336.00| 25.00000 4585.00| 54.25000 9949.45 DENSE GRADED SUBBASE | | | 0032 306-08034 1367.000 m2 | 4.75000 6493.25| 3.00000 4101.00| 1.50000 2050.50 MILLING, ASPHALT, 38 mm | | | 0033 402-07433 122.000 Mg | 70.00000 8540.00| 105.00000 12810.00| 70.00000 8540.00 HMA SURFACE, TYPE B | | | 0034 402-07434 87.000 Mg | 77.00000 6699.00| 105.00000 9135.00| 77.00000 6699.00 HMA SURFACE, TYPE C | | | 0035 402-07438 122.200 Mg | 86.00000 10509.20| 80.00000 9776.00| 86.00000 10509.20 HMA INTERMEDIATE, TYPE B | | | 0036 402-07439 29.600 Mg | 75.00000 2220.00| 80.00000 2368.00| 75.00000 2220.00 HMA INTERMEDIATE, TYPE C | | | 0037 402-07441 455.400 Mg | 50.00000 22770.00| 75.00000 34155.00| 50.00000 22770.00 HMA BASE, TYPE B | | | 0038 402-07442 153.300 Mg | 50.00000 7665.00| 75.00000 11497.50| 50.00000 7665.00 HMA BASE, TYPE C | | | 0039 402-07451 55.000 Mg | 86.00000 4730.00| 80.00000 4400.00| 86.00000 4730.00 HMA WEDGE AND LEVEL, TYPE B | | | 0040 402-07452 26.300 Mg | 100.00000 2630.00| 80.00000 2104.00| 100.00000 2630.00 HMA WEDGE AND LEVEL, TYPE C | | | 0041 402-07453 141.000 Mg | 85.00000 11985.00| 125.00000 17625.00| 85.00000 11985.00 HMA FOR TEMPORARY PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -12 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1841857 |( 5 ) 35-1120685 |( 6 ) 38-1625197 |CRI CONSTRUCTION INC |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 406-05521 6746.000 m2 | 2.79000 18821.34| 0.34000 2293.64| 0.15000 1011.90 ASPHALT FOR TACK COAT | | | 0043 501-09107 25307.400 m2 | 42.00000 1062910.80| 38.00000 961681.20| 38.85000 983192.49 QC/QA-PCCP, 225 mm | | | 0044 503-05240 5490.000 m | 30.00000 164700.00| 32.00000 175680.00| 28.00000 153720.00 D-1 CONTRACTION JOINT | | | 0045 604-07901 95.000 m2 | 162.00000 15390.00| 140.00000 13300.00| 110.00000 10450.00 CURB RAMP, CONCRETE, G | | | 0046 604-91531 4465.000 m2 | 35.00000 156275.00| 35.00000 156275.00| 32.00000 142880.00 SIDEWALK, CONCRETE, 100 mm | | | 0047 605-06090 2916.000 m | 30.00000 87480.00| 18.00000 52488.00| 32.60000 95061.60 CURB, INTEGRAL, CONCRETE | | | 0048 605-06140 450.000 m | 53.00000 23850.00| 70.00000 31500.00| 61.00000 27450.00 CURB AND GUTTER, CONCRETE | | | 0049 610-07487 390.500 Mg | 90.00000 35145.00| 115.00000 44907.50| 90.00000 35145.00 HMA FOR APPROACHES, TYPE B | | | 0050 610-08446 1954.000 m2 | 46.00000 89884.00| 35.00000 68390.00| 44.60000 87148.40 PCCP FOR APPROACHES, 150 mm | | | 0051 610-09108 1356.000 m2 | 52.00000 70512.00| 45.00000 61020.00| 51.00000 69156.00 PCCP FOR APPROACHES, 225 mm | | | 0052 611-06497 56.000 EACH | 140.00000 7840.00| 150.00000 8400.00| 205.00000 11480.00 MAILBOX ASSEMBLY, SINGLE | | | 0053 621-01004 2.000 EACH | 250.00000 500.00| 50.00000 100.00| 375.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-06545 0.740 Mg | 1000.00000 740.00| 1190.00000 880.60| 1160.00000 858.40 FERTILIZER | | | 0055 621-06557 100.000 kg | 2.30000 230.00| 7.25000 725.00| 4.55000 455.00 SEED MIXTURE, T | | | 0056 621-06565 4.950 Mg | 375.00000 1856.25| 445.00000 2202.75| 452.00000 2237.40 MULCHING MATERIAL | | | 0057 621-06567 198.100 kL | 2.00000 396.20| 9.09000 1800.73| 1.00000 198.10 WATER | | | 0058 621-06574 11004.000 m2 | 4.50000 49518.00| 3.44000 37853.76| 3.38000 37193.52 SODDING | | | 0059 622-05625 20.000 EACH | 175.00000 3500.00| 450.00000 9000.00| 160.00000 3200.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1200 TO 1800 mm | | | 0060 628-09401 12.000 MOS | 2000.00000 24000.00| 1340.00000 16080.00| 1700.00000 20400.00 FIELD OFFICE, A | | | 0061 715-01902 20.000 m | 172.00000 3440.00| 160.00000 3200.00| 150.00000 3000.00 WATER SERVICE LINE, 50 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -13 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1841857 |( 5 ) 35-1120685 |( 6 ) 38-1625197 |CRI CONSTRUCTION INC |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 715-02889 110.000 m | 115.00000 12650.00| 85.00000 9350.00| 115.00000 12650.00 SERVICE LINE, 25 mm | | | 0064 715-05048 3378.000 m | 13.00000 43914.00| 23.45000 79214.10| 15.30000 51683.40 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0065 715-05061 5.000 m | 473.00000 2365.00| 725.00000 3625.00| 1060.00000 5300.00 WATER SERVICE LINE, 150 mm | | | 0066 715-05149 968.000 m | 85.00000 82280.00| 144.00000 139392.00| 115.20000 111513.60 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0067 715-05151 327.000 m | 120.00000 39240.00| 145.50000 47578.50| 102.70000 33582.90 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0068 715-05152 207.000 m | 135.00000 27945.00| 156.45000 32385.15| 114.25000 23649.75 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0069 715-05153 166.000 m | 162.00000 26892.00| 173.00000 28718.00| 124.15000 20608.90 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0070 715-05154 154.000 m | 194.00000 29876.00| 188.65000 29052.10| 133.00000 20482.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0071 715-05155 295.000 m | 208.00000 61360.00| 251.25000 74118.75| 153.50000 45282.50 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0072 715-05156 179.000 m | 239.00000 42781.00| 267.20000 47828.80| 156.35000 27986.65 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0074 715-94530 15.000 EACH | 217.50000 3262.50| 175.30000 2629.50| 160.00000 2400.00 ADJUST WATER VALVE TO GRADE | | | 0075 715-96669 20.000 m | 480.00000 9600.00| 600.00000 12000.00| 990.00000 19800.00 WATER MAIN, DUCTILE IRON, 400 mm | | | 0076 718-06532 3378.000 m | 3.25000 10978.50| 4.80000 16214.40| 2.75000 9289.50 VIDEO INSPECTION FOR UNDERDRAINS | | | 0077 718-52610 902.000 m3 | 38.00000 34276.00| 24.60000 22189.20| 40.50000 36531.00 AGGREGATE FOR UNDERDRAINS | | | 0078 718-99153 15438.000 m2 | 0.64000 9880.32| 0.50000 7719.00| 1.40000 21613.20 GEOTEXTILES FOR UNDERDRAIN | | | 0079 720-44000 3.000 EACH | 372.00000 1116.00| 400.00000 1200.00| 650.00000 1950.00 CASTING, ADJUST TO GRADE | | | 0080 720-45130 12.000 EACH | 1410.00000 16920.00| 1811.00000 21732.00| 1100.00000 13200.00 INLET, E7, MODIFIED INLET TYPE E, | | | MODIFICATION #1 | | | 0081 720-45130 2.000 EACH | 14000.00000 28000.00| 9700.00000 19400.00| 15600.00000 31200.00 INLET, E7, MODIFIED INLET TYPE E, | | | MODIFICATION #2 | | | 0082 720-45410 28.000 EACH | 1900.00000 53200.00| 2100.00000 58800.00| 2400.00000 67200.00 MANHOLE, C4 | | | 0083 720-90579 1.000 EACH | 900.00000 900.00| 1600.00000 1600.00| 3550.00000 3550.00 HYDRANT SETTING, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -14 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1841857 |( 5 ) 35-1120685 |( 6 ) 38-1625197 |CRI CONSTRUCTION INC |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 720-93409 12.000 EACH | 5800.00000 69600.00| 3840.00000 46080.00| 5500.00000 66000.00 INLET, B15, MODIFIED INLET TYPE B, | | | MODIFICATION #2 | | | 0085 720-93409 50.000 EACH | 2100.00000 105000.00| 2949.00000 147450.00| 2650.00000 132500.00 INLET, B15, MODIFIED INLET TYPE B, | | | MODIFICATION #3 | | | 0086 720-93411 8.000 EACH | 2400.00000 19200.00| 4080.00000 32640.00| 2675.00000 21400.00 INLET, C15, MODIFIED INLET TYPE C, | | | MODIFICATION #3 | | | 0087 720-94840 3.000 EACH | 300.00000 900.00| 228.00000 684.00| 400.00000 1200.00 CASTING, ADJUST TO GRADE, WATER VALVE | | | 0088 720-95422 15.000 EACH | 2750.00000 41250.00| 2240.00000 33600.00| 2825.00000 42375.00 MANHOLE, J4 | | | 0089 732-94780 2.000 EACH | 600.00000 1200.00| 500.00000 1000.00| 3500.00000 7000.00 WATER SERVICE CONNECTION | | | 0090 801-01504 38.000 EACH | 29.00000 1102.00| 29.00000 1102.00| 29.00000 1102.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0091 801-03290 20.000 EACH | 129.00000 2580.00| 129.00000 2580.00| 129.00000 2580.00 CONSTRUCTION SIGN, C | | | 0092 801-04308 11.000 EACH | 205.00000 2255.00| 205.00000 2255.00| 205.00000 2255.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0093 801-06207 1900.000 m | 2.80000 5320.00| 2.80000 5320.00| 2.80000 5320.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0094 801-06625 50.000 EACH | 65.00000 3250.00| 65.00000 3250.00| 65.00000 3250.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0095 801-06640 37.000 EACH | 119.00000 4403.00| 119.00000 4403.00| 119.00000 4403.00 CONSTRUCTION SIGN, A | | | 0096 801-06645 5.000 EACH | 30.00000 150.00| 30.00000 150.00| 30.00000 150.00 CONSTRUCTION SIGN, B | | | 0097 801-06775 LUMP | 6500.00000 6500.00| 80000.00000 80000.00| 15900.00000 15900.00 MAINTAINING TRAFFIC | | | 0098 801-07119 118.800 m | 40.00000 4752.00| 38.00000 4514.40| 38.00000 4514.40 BARRICADE, III-B | | | 0099 801-94295 3.000 EACH | 120.00000 360.00| 95.00000 285.00| 150.00000 450.00 SIGNAL HEAD, RELOCATE | | | 0100 802-03126 2.000 EACH | 100.00000 200.00| 95.00000 190.00| 150.00000 300.00 OVERHEAD SIGN, RELOCATE | | | 0101 802-05701 113.000 m | 48.70000 5503.10| 30.00000 3390.00| 38.50000 4350.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -15 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1841857 |( 5 ) 35-1120685 |( 6 ) 38-1625197 |CRI CONSTRUCTION INC |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 802-09838 22.000 m2 | 159.86000 3516.92| 95.00000 2090.00| 140.00000 3080.00 SIGN, SHEET, WITH LEGEND 2.03mm | | | THICKNESS | | | 0103 802-09840 6.000 m2 | 168.24000 1009.44| 100.00000 600.00| 120.00000 720.00 SIGN, SHEET, WITH LEGEND 2.54mm | | | THICKNESS | | | 0104 804-06770 2.000 EACH | 55.00000 110.00| 25.00000 50.00| 28.00000 56.00 DELINEATOR POST | | | 0105 805-01816 2.000 EACH | 728.00000 1456.00| 1200.00000 2400.00| 1050.00000 2100.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0106 805-01842 21.000 EACH | 610.00000 12810.00| 500.00000 10500.00| 950.00000 19950.00 HANDHOLE, SIGNAL | | | 0107 805-02032 4.000 EACH | 187.00000 748.00| 300.00000 1200.00| 125.00000 500.00 PEDESTRIAN SIGNAL HEAD, 305 mm, RELOCAT | | | 0108 805-02072 2.000 EACH | 3750.00000 7500.00| 5000.00000 10000.00| 2800.00000 5600.00 SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0109 805-02087 LUMP | 500.00000 500.00| 1200.00000 1200.00| 100.00000 100.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0110 805-02328 55.000 m | 2.53000 139.15| 3.00000 165.00| 0.50000 27.50 SIGNAL CABLE, 1C 14GA. | | | 0111 805-06592 1671.000 m | 36.74000 61392.54| 49.00000 81879.00| 29.50000 49294.50 CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0112 805-08129 43.000 m | 6.40000 275.20| 3.00000 129.00| 7.00000 301.00 SIGNAL CABLE , 3C 10GA | | | 0113 805-78230 1.000 EACH | 993.00000 993.00| 1000.00000 1000.00| 975.00000 975.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0114 805-78485 253.000 m | 5.74000 1452.22| 1.00000 253.00| 4.65000 1176.45 SIGNAL CABLE, 5C 14GA. | | | 0115 805-78490 128.000 m | 5.98000 765.44| 1.00000 128.00| 5.20000 665.60 SIGNAL CABLE, 7C 14GA. | | | 0116 805-78510 135.000 m | 2.17000 292.95| 1.00000 135.00| 3.85000 519.75 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0117 805-78785 1.000 EACH | 485.00000 485.00| 600.00000 600.00| 960.00000 960.00 SIGNAL DETECTOR HOUSING | | | 0118 805-78795 12.000 m | 36.74000 440.88| 42.00000 504.00| 53.00000 636.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0119 805-86843 11400.000 m | 6.28000 71592.00| 5.25000 59850.00| 3.45000 39330.00 WIRE, NO. 4 COPPER, 1C | | | 0120 805-96121 4.000 EACH | 138.00000 552.00| 800.00000 3200.00| 132.00000 528.00 PEDESTRIAN PUSH BUTTON AND SIGN , | | | BRAILLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -16 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1841857 |( 5 ) 35-1120685 |( 6 ) 38-1625197 |CRI CONSTRUCTION INC |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 807-01878 28.000 EACH | 340.00000 9520.00| 170.00000 4760.00| 230.00000 6440.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0122 807-02191 14.000 EACH | 610.00000 8540.00| 550.00000 7700.00| 950.00000 13300.00 HANDHOLE, LIGHTING | | | 0123 807-02782 1.000 EACH | 975.00000 975.00| 2000.00000 2000.00| 1650.00000 1650.00 LUMINAIRE MAST ARM, 3.7 m | | | 0124 807-08214 2850.000 m | 13.45000 38332.50| 15.80000 45030.00| 5.55000 15817.50 CONDUIT, PVC, 50 mm, SCHEDULE 40, FOR | | | ELECTRIC | | | 0125 807-08469 27.000 EACH | 640.00000 17280.00| 500.00000 13500.00| 680.00000 18360.00 LIGHTING FOUNDATION CONCRETE WITH | | | GROUNDING, 610 mm X 610 mm X 2450 mm | | | 0126 807-85752 27.000 EACH | 1950.00000 52650.00| 1300.00000 35100.00| 1775.00000 47925.00 LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, BREAKAWAY BASE | | | 0127 807-86810 2.000 EACH | 6240.00000 12480.00| 6500.00000 13000.00| 5925.00000 11850.00 SERVICE POINT, II | | | 0128 807-86910 28.000 EACH | 18.65000 522.20| 12.00000 336.00| 43.00000 1204.00 CONNECTOR KIT, UNFUSED | | | 0129 807-86915 28.000 EACH | 18.65000 522.20| 12.00000 336.00| 44.00000 1232.00 CONNECTOR KIT, FUSED | | | 0130 807-86925 56.000 EACH | 12.00000 672.00| 12.00000 672.00| 17.00000 952.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0131 807-86935 28.000 EACH | 11.00000 308.00| 12.00000 336.00| 9.00000 252.00 INSULATING LINK, WATERPROOFED | | | 0132 807-86950 28.000 EACH | 18.00000 504.00| 2.00000 56.00| 65.00000 1820.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0133 807-86955 15.000 EACH | 112.00000 1680.00| 250.00000 3750.00| 90.00000 1350.00 CABLE DUCT MARKER | | | 0134 807-87556 1053.000 m | 2.14000 2253.42| 3.30000 3474.90| 2.65000 2790.45 WIRE, THW OR TW, N0. 10 COPPER STRANDED | | | 0135 808-03002 760.000 m | 1.60000 1216.00| 1.80000 1368.00| 1.05000 798.00 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0136 808-03631 3200.000 m | 1.60000 5120.00| 1.80000 5760.00| 1.00000 3200.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0137 808-03632 3392.000 m | 1.60000 5427.20| 1.80000 6105.60| 1.00000 3392.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0138 808-07591 78.000 m | 59.00000 4602.00| 20.00000 1560.00| 27.90000 2176.20 LINE, EPOXY, SOLID, WHITE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -17 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1841857 |( 5 ) 35-1120685 |( 6 ) 38-1625197 |CRI CONSTRUCTION INC |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0139 808-74807 6.000 EACH | 125.00000 750.00| 200.00000 1200.00| 110.00000 660.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0140 808-74808 6.000 EACH | 138.00000 828.00| 250.00000 1500.00| 145.00000 870.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0141 802-07125 4.000 m2 | 293.48000 1173.92| 440.00000 1760.00| 140.00000 560.00 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.03 mm | | | SECTION TOTALS | $ 4,373,671.13| $ 4,379,204.01| $ 4,445,242.14 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,373,671.13| $ 4,379,204.01| $ 4,445,242.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -18 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1068009 |( 8 ) 35-1489621 |( ) |DYER CONSTRUCTION CO |HRP CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Category Number 0001 | | | 0001 105-06845 LUMP | 33640.00000 33640.00| 65000.00000 65000.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 250000.00000 250000.00| 400000.00000 400000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 49808.00000 49808.00| 125000.00000 125000.00| CLEARING RIGHT OF WAY | | | 0008 202-01300 1.000 EACH | 400.00000 400.00| 400.00000 400.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 202-02240 13364.000 m2 | 10.53000 140722.92| 10.00000 133640.00| PAVEMENT REMOVAL | | | 0010 202-02245 11.000 EACH | 175.00000 1925.00| 70.00000 770.00| TREE, 150 mm, REMOVE | | | 0011 202-02250 102.000 EACH | 200.00000 20400.00| 100.00000 10200.00| TREE, 250 mm, REMOVE | | | 0012 202-02255 31.000 EACH | 400.00000 12400.00| 225.00000 6975.00| TREE, 460 mm, REMOVE | | | 0013 202-02260 7.000 EACH | 500.00000 3500.00| 400.00000 2800.00| TREE, 760 mm, REMOVE | | | 0014 202-02265 1.000 EACH | 1000.00000 1000.00| 1500.00000 1500.00| TREE, 1220 mm, REMOVE | | | 0015 202-02271 5.000 EACH | 342.12000 1710.60| 420.00000 2100.00| HEADWALL, REMOVE | | | 0016 202-02278 483.200 m | 8.09000 3909.09| 9.00000 4348.80| CURB, CONCRETE, REMOVE | | | 0017 202-52710 361.000 m2 | 8.05000 2906.05| 7.00000 2527.00| SIDEWALK, CONCRETE, REMOVE | | | 0018 202-91385 13.000 EACH | 241.92000 3144.96| 395.00000 5135.00| INLET, REMOVE | | | 0019 202-93994 2.000 EACH | 420.00000 840.00| 1150.00000 2300.00| SIGNAL MAST ARM AND POLE, REMOVE | | | 0020 202-93995 2.000 EACH | 650.00000 1300.00| 1353.56000 2707.12| SIGNAL POLE FOUNDATION, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -19 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1068009 |( 8 ) 35-1489621 |( ) |DYER CONSTRUCTION CO |HRP CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 202-96133 810.000 m | 63.72000 51613.20| 24.00000 19440.00| PIPE, REMOVE | | | 0022 203-02000 16275.000 m3 | 19.32000 314433.00| 28.00000 455700.00| EXCAVATION, COMMON | | | 0023 205-06933 14.000 EACH | 85.00000 1190.00| 350.00000 4900.00| TEMPORARY DITCH INLET PROTECTION | | | 0024 205-06937 3433.000 m | 20.04000 68797.32| 4.42000 15173.86| TEMPORARY SILT FENCE | | | 0025 205-09543 100.000 Mg | 35.91000 3591.00| 45.00000 4500.00| NO 2 STONE | | | 0026 207-08263 30432.000 m2 | 8.25000 251064.00| 6.00000 182592.00| SUBGRADE TREATMENT, TYPE IA | | | 0027 207-08267 2622.300 m2 | 12.24000 32096.95| 14.00000 36712.20| SUBGRADE TREATMENT, TYPE IIIA | | | 0028 211-09264 15203.000 m3 | 15.09000 229413.27| 13.00000 197639.00| STRUCTURE BACKFILL, TYPE 1 | | | 0029 301-07448 208.000 Mg | 32.12000 6680.96| 27.00000 5616.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 302-06464 6307.000 m3 | 51.25000 323233.75| 51.25000 323233.75| SUBBASE FOR PCCP | | | 0031 302-07455 183.400 m3 | 51.50000 9445.10| 37.00000 6785.80| DENSE GRADED SUBBASE | | | 0032 306-08034 1367.000 m2 | 3.07000 4196.69| 4.45000 6083.15| MILLING, ASPHALT, 38 mm | | | 0033 402-07433 122.000 Mg | 85.00000 10370.00| 85.00000 10370.00| HMA SURFACE, TYPE B | | | 0034 402-07434 87.000 Mg | 115.00000 10005.00| 115.00000 10005.00| HMA SURFACE, TYPE C | | | 0035 402-07438 122.200 Mg | 71.00000 8676.20| 71.00000 8676.20| HMA INTERMEDIATE, TYPE B | | | 0036 402-07439 29.600 Mg | 90.00000 2664.00| 90.00000 2664.00| HMA INTERMEDIATE, TYPE C | | | 0037 402-07441 455.400 Mg | 57.00000 25957.80| 57.00000 25957.80| HMA BASE, TYPE B | | | 0038 402-07442 153.300 Mg | 61.00000 9351.30| 61.00000 9351.30| HMA BASE, TYPE C | | | 0039 402-07451 55.000 Mg | 72.00000 3960.00| 72.00000 3960.00| HMA WEDGE AND LEVEL, TYPE B | | | 0040 402-07452 26.300 Mg | 107.00000 2814.10| 107.00000 2814.10| HMA WEDGE AND LEVEL, TYPE C | | | 0041 402-07453 141.000 Mg | 30.00000 4230.00| 30.00000 4230.00| HMA FOR TEMPORARY PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -20 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1068009 |( 8 ) 35-1489621 |( ) |DYER CONSTRUCTION CO |HRP CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 406-05521 6746.000 m2 | 0.35000 2361.10| 0.35000 2361.10| ASPHALT FOR TACK COAT | | | 0043 501-09107 25307.400 m2 | 32.95000 833878.83| 32.95000 833878.83| QC/QA-PCCP, 225 mm | | | 0044 503-05240 5490.000 m | 26.85000 147406.50| 26.85000 147406.50| D-1 CONTRACTION JOINT | | | 0045 604-07901 95.000 m2 | 137.50000 13062.50| 102.00000 9690.00| CURB RAMP, CONCRETE, G | | | 0046 604-91531 4465.000 m2 | 35.01000 156319.65| 33.50000 149577.50| SIDEWALK, CONCRETE, 100 mm | | | 0047 605-06090 2916.000 m | 36.64000 106842.24| 25.70000 74941.20| CURB, INTEGRAL, CONCRETE | | | 0048 605-06140 450.000 m | 49.81000 22414.50| 39.50000 17775.00| CURB AND GUTTER, CONCRETE | | | 0049 610-07487 390.500 Mg | 120.00000 46860.00| 120.00000 46860.00| HMA FOR APPROACHES, TYPE B | | | 0050 610-08446 1954.000 m2 | 43.24000 84490.96| 43.50000 84999.00| PCCP FOR APPROACHES, 150 mm | | | 0051 610-09108 1356.000 m2 | 51.09000 69278.04| 50.60000 68613.60| PCCP FOR APPROACHES, 225 mm | | | 0052 611-06497 56.000 EACH | 170.00000 9520.00| 191.82000 10741.92| MAILBOX ASSEMBLY, SINGLE | | | 0053 621-01004 2.000 EACH | 250.00000 500.00| 250.00000 500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-06545 0.740 Mg | 1000.00000 740.00| 1.00000 0.74| FERTILIZER | | | 0055 621-06557 100.000 kg | 2.29000 229.00| 2.29000 229.00| SEED MIXTURE, T | | | 0056 621-06565 4.950 Mg | 375.00000 1856.25| 375.00000 1856.25| MULCHING MATERIAL | | | 0057 621-06567 198.100 kL | 1.00000 198.10| 1.00000 198.10| WATER | | | 0058 621-06574 11004.000 m2 | 3.33000 36643.32| 3.33000 36643.32| SODDING | | | 0059 622-05625 20.000 EACH | 175.00000 3500.00| 175.00000 3500.00| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1200 TO 1800 mm | | | 0060 628-09401 12.000 MOS | 2761.25000 33135.00| 1900.00000 22800.00| FIELD OFFICE, A | | | 0061 715-01902 20.000 m | 265.35000 5307.00| 100.00000 2000.00| WATER SERVICE LINE, 50 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -21 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1068009 |( 8 ) 35-1489621 |( ) |DYER CONSTRUCTION CO |HRP CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 715-02889 110.000 m | 169.87000 18685.70| 62.00000 6820.00| SERVICE LINE, 25 mm | | | 0064 715-05048 3378.000 m | 50.31000 169947.18| 22.00000 74316.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0065 715-05061 5.000 m | 339.63000 1698.15| 180.00000 900.00| WATER SERVICE LINE, 150 mm | | | 0066 715-05149 968.000 m | 132.53000 128289.04| 80.00000 77440.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0067 715-05151 327.000 m | 154.25000 50439.75| 82.00000 26814.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0068 715-05152 207.000 m | 165.10000 34175.70| 85.00000 17595.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0069 715-05153 166.000 m | 173.64000 28824.24| 90.00000 14940.00| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0070 715-05154 154.000 m | 199.54000 30729.16| 115.00000 17710.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0071 715-05155 295.000 m | 277.46000 81850.70| 135.00000 39825.00| PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0072 715-05156 179.000 m | 277.52000 49676.08| 150.00000 26850.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0074 715-94530 15.000 EACH | 195.28000 2929.20| 300.00000 4500.00| ADJUST WATER VALVE TO GRADE | | | 0075 715-96669 20.000 m | 482.99000 9659.80| 450.00000 9000.00| WATER MAIN, DUCTILE IRON, 400 mm | | | 0076 718-06532 3378.000 m | 3.33000 11248.74| 4.80000 16214.40| VIDEO INSPECTION FOR UNDERDRAINS | | | 0077 718-52610 902.000 m3 | 31.13000 28079.26| 46.00000 41492.00| AGGREGATE FOR UNDERDRAINS | | | 0078 718-99153 15438.000 m2 | 0.44000 6792.72| 1.00000 15438.00| GEOTEXTILES FOR UNDERDRAIN | | | 0079 720-44000 3.000 EACH | 359.85000 1079.55| 450.00000 1350.00| CASTING, ADJUST TO GRADE | | | 0080 720-45130 12.000 EACH | 2037.09000 24445.08| 5500.00000 66000.00| INLET, E7, MODIFIED INLET TYPE E, | | | MODIFICATION #1 | | | 0081 720-45130 2.000 EACH | 9980.86000 19961.72| 18800.00000 37600.00| INLET, E7, MODIFIED INLET TYPE E, | | | MODIFICATION #2 | | | 0082 720-45410 28.000 EACH | 2367.11000 66279.08| 7500.00000 210000.00| MANHOLE, C4 | | | 0083 720-90579 1.000 EACH | 1188.76000 1188.76| 2800.00000 2800.00| HYDRANT SETTING, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -22 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1068009 |( 8 ) 35-1489621 |( ) |DYER CONSTRUCTION CO |HRP CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 720-93409 12.000 EACH | 6039.31000 72471.72| 7500.00000 90000.00| INLET, B15, MODIFIED INLET TYPE B, | | | MODIFICATION #2 | | | 0085 720-93409 50.000 EACH | 3129.35000 156467.50| 6300.00000 315000.00| INLET, B15, MODIFIED INLET TYPE B, | | | MODIFICATION #3 | | | 0086 720-93411 8.000 EACH | 3346.75000 26774.00| 6300.00000 50400.00| INLET, C15, MODIFIED INLET TYPE C, | | | MODIFICATION #3 | | | 0087 720-94840 3.000 EACH | 447.46000 1342.38| 375.00000 1125.00| CASTING, ADJUST TO GRADE, WATER VALVE | | | 0088 720-95422 15.000 EACH | 2961.61000 44424.15| 11100.00000 166500.00| MANHOLE, J4 | | | 0089 732-94780 2.000 EACH | 1700.07000 3400.14| 700.00000 1400.00| WATER SERVICE CONNECTION | | | 0090 801-01504 38.000 EACH | 29.00000 1102.00| 29.00000 1102.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0091 801-03290 20.000 EACH | 129.00000 2580.00| 129.00000 2580.00| CONSTRUCTION SIGN, C | | | 0092 801-04308 11.000 EACH | 205.00000 2255.00| 205.00000 2255.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0093 801-06207 1900.000 m | 2.80000 5320.00| 2.80000 5320.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0094 801-06625 50.000 EACH | 65.00000 3250.00| 65.00000 3250.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0095 801-06640 37.000 EACH | 119.00000 4403.00| 119.00000 4403.00| CONSTRUCTION SIGN, A | | | 0096 801-06645 5.000 EACH | 30.00000 150.00| 30.00000 150.00| CONSTRUCTION SIGN, B | | | 0097 801-06775 LUMP | 73720.50000 73720.50| 195000.00000 195000.00| MAINTAINING TRAFFIC | | | 0098 801-07119 118.800 m | 45.58000 5414.90| 38.00000 4514.40| BARRICADE, III-B | | | 0099 801-94295 3.000 EACH | 145.00000 435.00| 1580.00000 4740.00| SIGNAL HEAD, RELOCATE | | | 0100 802-03126 2.000 EACH | 85.00000 170.00| 150.00000 300.00| OVERHEAD SIGN, RELOCATE | | | 0101 802-05701 113.000 m | 44.61000 5040.93| 38.50000 4350.50| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -23 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1068009 |( 8 ) 35-1489621 |( ) |DYER CONSTRUCTION CO |HRP CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 802-09838 22.000 m2 | 150.69000 3315.18| 140.00000 3080.00| SIGN, SHEET, WITH LEGEND 2.03mm | | | THICKNESS | | | 0103 802-09840 6.000 m2 | 161.46000 968.76| 120.00000 720.00| SIGN, SHEET, WITH LEGEND 2.54mm | | | THICKNESS | | | 0104 804-06770 2.000 EACH | 65.00000 130.00| 27.16000 54.32| DELINEATOR POST | | | 0105 805-01816 2.000 EACH | 880.00000 1760.00| 1050.00000 2100.00| SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0106 805-01842 21.000 EACH | 681.00000 14301.00| 950.00000 19950.00| HANDHOLE, SIGNAL | | | 0107 805-02032 4.000 EACH | 102.00000 408.00| 125.00000 500.00| PEDESTRIAN SIGNAL HEAD, 305 mm, RELOCAT | | | 0108 805-02072 2.000 EACH | 3400.00000 6800.00| 2800.00000 5600.00| SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0109 805-02087 LUMP | 400.00000 400.00| 100.00000 100.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0110 805-02328 55.000 m | 1.08000 59.40| 0.50000 27.50| SIGNAL CABLE, 1C 14GA. | | | 0111 805-06592 1671.000 m | 45.92000 76732.32| 29.50000 49294.50| CONDUIT, STEEL, GALVANIZED, 50 mm | | | 0112 805-08129 43.000 m | 9.84000 423.12| 7.00000 301.00| SIGNAL CABLE , 3C 10GA | | | 0113 805-78230 1.000 EACH | 1100.00000 1100.00| 975.00000 975.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0114 805-78485 253.000 m | 4.76000 1204.28| 4.65000 1176.45| SIGNAL CABLE, 5C 14GA. | | | 0115 805-78490 128.000 m | 6.56000 839.68| 5.20000 665.60| SIGNAL CABLE, 7C 14GA. | | | 0116 805-78510 135.000 m | 3.28000 442.80| 3.85000 519.75| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0117 805-78785 1.000 EACH | 620.00000 620.00| 960.00000 960.00| SIGNAL DETECTOR HOUSING | | | 0118 805-78795 12.000 m | 39.36000 472.32| 53.00000 636.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0119 805-86843 11400.000 m | 4.62000 52668.00| 3.45000 39330.00| WIRE, NO. 4 COPPER, 1C | | | 0120 805-96121 4.000 EACH | 145.00000 580.00| 132.00000 528.00| PEDESTRIAN PUSH BUTTON AND SIGN , | | | BRAILLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -24 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1068009 |( 8 ) 35-1489621 |( ) |DYER CONSTRUCTION CO |HRP CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0121 807-01878 28.000 EACH | 285.00000 7980.00| 230.00000 6440.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0122 807-02191 14.000 EACH | 680.00000 9520.00| 950.00000 13300.00| HANDHOLE, LIGHTING | | | 0123 807-02782 1.000 EACH | 1800.00000 1800.00| 1650.00000 1650.00| LUMINAIRE MAST ARM, 3.7 m | | | 0124 807-08214 2850.000 m | 22.96000 65436.00| 5.55000 15817.50| CONDUIT, PVC, 50 mm, SCHEDULE 40, FOR | | | ELECTRIC | | | 0125 807-08469 27.000 EACH | 741.00000 20007.00| 680.00000 18360.00| LIGHTING FOUNDATION CONCRETE WITH | | | GROUNDING, 610 mm X 610 mm X 2450 mm | | | 0126 807-85752 27.000 EACH | 1575.00000 42525.00| 1775.00000 47925.00| LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, BREAKAWAY BASE | | | 0127 807-86810 2.000 EACH | 5600.00000 11200.00| 5925.00000 11850.00| SERVICE POINT, II | | | 0128 807-86910 28.000 EACH | 20.00000 560.00| 43.00000 1204.00| CONNECTOR KIT, UNFUSED | | | 0129 807-86915 28.000 EACH | 22.00000 616.00| 44.00000 1232.00| CONNECTOR KIT, FUSED | | | 0130 807-86925 56.000 EACH | 28.00000 1568.00| 17.00000 952.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0131 807-86935 28.000 EACH | 26.00000 728.00| 9.00000 252.00| INSULATING LINK, WATERPROOFED | | | 0132 807-86950 28.000 EACH | 42.00000 1176.00| 65.00000 1820.00| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0133 807-86955 15.000 EACH | 142.00000 2130.00| 90.00000 1350.00| CABLE DUCT MARKER | | | 0134 807-87556 1053.000 m | 3.28000 3453.84| 2.65000 2790.45| WIRE, THW OR TW, N0. 10 COPPER STRANDED | | | 0135 808-03002 760.000 m | 1.05000 798.00| 1.05000 798.00| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0136 808-03631 3200.000 m | 0.99000 3168.00| 0.99000 3168.00| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0137 808-03632 3392.000 m | 0.99000 3358.08| 0.99000 3358.08| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0138 808-07591 78.000 m | 27.89000 2175.42| 27.89000 2175.42| LINE, EPOXY, SOLID, WHITE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 184 -25 TABULATION OF BIDS CALL ORDER : 184 CONTRACT ID : SR -30586-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1068009 |( 8 ) 35-1489621 |( ) |DYER CONSTRUCTION CO |HRP CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0139 808-74807 6.000 EACH | 110.00000 660.00| 110.00000 660.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0140 808-74808 6.000 EACH | 145.00000 870.00| 145.00000 870.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0141 802-07125 4.000 m2 | 344.44000 1377.76| 140.00000 560.00| SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.03 mm | | | SECTION TOTALS | $ 4,994,970.04| $ 5,439,428.01| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,994,970.04| $ 5,439,428.01| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 220 -1 VENDOR RANKING CALL ORDER : 220 CONTRACT ID : SR -32340-A COUNTIES : FOUNTAIN LETTING DATE : 01/27/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 07/15/10 LOCATION : ON VARIOUS ROADS THROUGHOUT FOUNTAIN COUNTY PROJECT(S) : 0900937 0900938 0900939 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 1,613,512.58 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,637,586.51 101.4920% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 220 -2 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : SR -32340-A COUNTIES : FOUNTAIN LETTING DATE : 01/27/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 3200.00000 3200.00| 5653.11000 5653.11| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0007 110-01001 LUMP | 65000.00000 65000.00| 73934.03000 73934.03| MOBILIZATION AND DEMOBILIZATION | | | 0008 301-07448 126.000 TON | 26.00000 3276.00| 36.30000 4573.80| COMPACTED AGGREGATE, NO. 53, BASE | | | 0009 303-01180 5955.000 TON | 16.00000 95280.00| 13.30000 79201.50| COMPACTED AGGREGATE, NO. 53 | | | 0010 304-07489 1239.000 TON | 110.00000 136290.00| 118.76000 147143.64| HMA PATCHING, TYPE A | | | 0011 306-08042 186408.000 SYS | 0.60000 111844.80| 0.71000 132349.68| MILLING, SCARIFICATION/PROFILE | | | 0012 306-08043 1210.000 SYS | 1.40000 1694.00| 0.86000 1040.60| MILLING, TRANSITION | | | 0013 306-08432 566.000 SYS | 13.00000 7358.00| 11.75000 6650.50| MILLING, APPROACH | | | 0014 402-07432 15479.000 TON | 55.00000 851345.00| 56.79000 879052.41| HMA SURFACE, TYPE A | | | 0015 402-07450 2478.000 TON | 58.50000 144963.00| 64.30000 159335.40| HMA WEDGE AND LEVEL, TYPE A | | | 0016 406-05520 48.000 TON | 530.00000 25440.00| 475.19000 22809.12| ASPHALT FOR TACK COAT | | | 0017 610-07486 286.000 TON | 175.00000 50050.00| 124.70000 35664.20| HMA FOR APPROACHES, TYPE A | | | 0018 628-09408 3.000 MOS | 1600.00000 4800.00| 300.00000 900.00| MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0019 628-09409 3.000 MOS | 100.00000 300.00| 60.00000 180.00| MOBILE INTERNET SERVICE , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 220 -3 TABULATION OF BIDS CALL ORDER : 220 CONTRACT ID : SR -32340-A COUNTIES : FOUNTAIN LETTING DATE : 01/27/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 801-03290 6.000 EACH | 97.00000 582.00| 97.00000 582.00| CONSTRUCTION SIGN, C | | | 0021 801-06207 6746.000 LFT | 1.20000 8095.20| 1.24000 8365.04| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0022 801-06218 80.000 LFT | 10.50000 840.00| 5.18000 414.40| TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0023 801-06640 48.000 EACH | 88.00000 4224.00| 88.00000 4224.00| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP | 67900.00000 67900.00| 44482.50000 44482.50| MAINTAINING TRAFFIC | | | 0025 808-06713 132468.000 LFT | 0.10000 13246.80| 0.10000 13246.80| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-75240 12106.000 LFT | 0.26000 3147.56| 0.26000 3147.56| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0027 808-75245 53197.000 LFT | 0.26000 13831.22| 0.26000 13831.22| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0028 808-75297 80.000 LFT | 10.00000 800.00| 10.00000 800.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 1,613,512.58| $ 1,637,586.51| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,613,512.58| $ 1,637,586.51| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 224 -1 VENDOR RANKING CALL ORDER : 224 CONTRACT ID : SR -32473-A COUNTIES : CASS LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 06/02/10 LOCATION : ON VARIOUS ROADS WITHIN CASS COUNTY PROJECT(S) : 0901212 0901213 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1621699 CENTRAL PAVING INC $ 572,308.23 100.0000% 2 35-1139301 E & B PAVING INC $ 594,041.15 103.7974% 3 35-0997978 PHEND & BROWN INC $ 656,411.80 114.6955% 4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 698,674.85 122.0802% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 224 -2 TABULATION OF BIDS CALL ORDER : 224 CONTRACT ID : SR -32473-A COUNTIES : CASS LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1621699 |( 2 ) 35-1139301 |( 3 ) 35-0997978 |CENTRAL PAVING INC |E & B PAVING INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 1600.00000 1600.00| 1000.00000 1000.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0007 110-01001 LUMP | 31150.00000 31150.00| 29700.00000 29700.00| 33096.00000 33096.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 202-52710 272.000 SYS | 16.15000 4392.80| 43.00000 11696.00| 13.50000 3672.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 303-07449 492.000 TON | 14.40000 7084.80| 22.00000 10824.00| 27.00000 13284.00 COMPACTED AGGREGATE, NO. 73 | | | 0010 306-08034 59356.000 SYS | 0.55000 32645.80| 0.50000 29678.00| 1.00000 59356.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0011 402-07433 5142.000 TON | 53.17000 273400.14| 52.20000 268412.40| 63.00000 323946.00 HMA SURFACE, TYPE B | | | 0012 406-05520 14.800 TON | 400.00000 5920.00| 300.00000 4440.00| 1.00000 14.80 ASPHALT FOR TACK COAT | | | 0013 507-07479 34.090 TON | 70.00000 2386.30| 110.00000 3749.90| 210.00000 7158.90 HMA PARTIAL DEPTH PATCH | | | 0014 604-07894 60.000 SYS | 186.00000 11160.00| 148.00000 8880.00| 115.00000 6900.00 CURB RAMP, CONCRETE, A | | | 0015 604-07897 40.000 SYS | 260.00000 10400.00| 205.00000 8200.00| 175.00000 7000.00 CURB RAMP, CONCRETE, C | | | 0016 604-07899 11.000 SYS | 255.00000 2805.00| 230.00000 2530.00| 215.00000 2365.00 CURB RAMP, CONCRETE, E | | | 0017 604-07900 75.000 SYS | 211.00000 15825.00| 186.00000 13950.00| 185.00000 13875.00 CURB RAMP, CONCRETE, F | | | 0018 604-07902 10.000 SYS | 203.00000 2030.00| 190.00000 1900.00| 200.00000 2000.00 CURB RAMP, CONCRETE, H | | | 0019 604-91531 200.000 SYS | 41.00000 8200.00| 37.00000 7400.00| 60.00000 12000.00 SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 224 -3 TABULATION OF BIDS CALL ORDER : 224 CONTRACT ID : SR -32473-A COUNTIES : CASS LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1621699 |( 2 ) 35-1139301 |( 3 ) 35-0997978 |CENTRAL PAVING INC |E & B PAVING INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 610-07486 243.000 TON | 92.80000 22550.40| 125.00000 30375.00| 120.00000 29160.00 HMA FOR APPROACHES, TYPE A | | | 0021 621-06575 349.000 SYS | 11.96000 4174.04| 12.00000 4188.00| 25.00000 8725.00 SODDING, NURSERY | | | 0022 628-09408 6.000 MOS | 175.00000 1050.00| 200.00000 1200.00| 232.00000 1392.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0023 628-09409 6.000 MOS | 80.00000 480.00| 60.00000 360.00| 100.00000 600.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0024 720-44000 10.000 EACH | 100.00000 1000.00| 465.00000 4650.00| 300.00000 3000.00 CASTING, ADJUST TO GRADE | | | 0025 801-03290 4.000 EACH | 100.00000 400.00| 128.00000 512.00| 128.00000 512.00 CONSTRUCTION SIGN, C | | | 0026 801-06640 69.000 EACH | 100.00000 6900.00| 92.00000 6348.00| 82.00000 5658.00 CONSTRUCTION SIGN, A | | | 0027 801-06710 180.000 DAY | 1.00000 180.00| 10.00000 1800.00| 10.00000 1800.00 FLASHING ARROW SIGN | | | 0028 801-06775 LUMP | 14150.00000 14150.00| 15700.00000 15700.00| 8300.00000 8300.00 MAINTAINING TRAFFIC | | | 0029 802-05705 1267.000 LFT | 9.00000 11403.00| 7.35000 9312.45| 7.35000 9312.45 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0030 802-09838 495.000 SFT | 13.00000 6435.00| 13.05000 6459.75| 13.05000 6459.75 SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0031 802-09840 153.000 SFT | 15.00000 2295.00| 23.65000 3618.45| 23.65000 3618.45 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0032 805-78470 5040.000 LFT | 0.01000 50.40| 0.25000 1260.00| 0.25000 1260.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0033 805-78795 2160.000 LFT | 0.01000 21.60| 6.00000 12960.00| 6.00000 12960.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0035 808-06701 1250.000 LFT | 0.26000 325.00| 0.26000 325.00| 0.26000 325.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0036 808-06703 19310.000 LFT | 0.26000 5020.60| 0.26000 5020.60| 0.26000 5020.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0038 808-75240 2210.000 LFT | 0.26000 574.60| 0.26000 574.60| 0.26000 574.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0039 808-75245 12850.000 LFT | 0.26000 3341.00| 0.26000 3341.00| 0.26000 3341.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 224 -4 TABULATION OF BIDS CALL ORDER : 224 CONTRACT ID : SR -32473-A COUNTIES : CASS LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1621699 |( 2 ) 35-1139301 |( 3 ) 35-0997978 |CENTRAL PAVING INC |E & B PAVING INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 808-75297 575.000 LFT | 4.00000 2300.00| 4.00000 2300.00| 3.25000 1868.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0041 808-75300 2195.000 LFT | 1.00000 2195.00| 1.00000 2195.00| 0.95000 2085.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0042 808-75320 8.000 EACH | 70.00000 560.00| 70.00000 560.00| 60.00000 480.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0043 808-75325 4.000 EACH | 90.00000 360.00| 90.00000 360.00| 75.00000 300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0044 808-75998 398.000 EACH | 14.75000 5870.50| 14.75000 5870.50| 14.75000 5870.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0045 202-02278 560.000 LFT | 14.25000 7980.00| 27.30000 15288.00| 8.25000 4620.00 CURB, CONCRETE, REMOVE | | | 0046 306-08432 2945.000 SYS | 1.65000 4859.25| 2.50000 7362.50| 3.35000 9865.75 MILLING, APPROACH | | | 0047 604-07901 210.000 SYS | 206.00000 43260.00| 162.50000 34125.00| 170.00000 35700.00 CURB RAMP, CONCRETE, G | | | 0048 605-06120 560.000 LFT | 27.00000 15120.00| 27.00000 15120.00| 11.50000 6440.00 CURB, CONCRETE | | | 0049 802-07060 14.000 EACH | 32.00000 448.00| 35.00000 490.00| 35.00000 490.00 SIGN, SHEET, RELOCATE | | | SECTION TOTALS | $ 572,308.23| $ 594,041.15| $ 656,411.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 572,308.23| $ 594,041.15| $ 656,411.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 224 -5 TABULATION OF BIDS CALL ORDER : 224 CONTRACT ID : SR -32473-A COUNTIES : CASS LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0007 110-01001 LUMP | 34000.00000 34000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0008 202-52710 272.000 SYS | 10.00000 2720.00| | SIDEWALK, CONCRETE, REMOVE | | | 0009 303-07449 492.000 TON | 8.00000 3936.00| | COMPACTED AGGREGATE, NO. 73 | | | 0010 306-08034 59356.000 SYS | 3.50000 207746.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0011 402-07433 5142.000 TON | 29.00000 149118.00| | HMA SURFACE, TYPE B | | | 0012 406-05520 14.800 TON | 465.00000 6882.00| | ASPHALT FOR TACK COAT | | | 0013 507-07479 34.090 TON | 116.00000 3954.44| | HMA PARTIAL DEPTH PATCH | | | 0014 604-07894 60.000 SYS | 257.35000 15441.00| | CURB RAMP, CONCRETE, A | | | 0015 604-07897 40.000 SYS | 343.09000 13723.60| | CURB RAMP, CONCRETE, C | | | 0016 604-07899 11.000 SYS | 325.98000 3585.78| | CURB RAMP, CONCRETE, E | | | 0017 604-07900 75.000 SYS | 194.43000 14582.25| | CURB RAMP, CONCRETE, F | | | 0018 604-07902 10.000 SYS | 207.59000 2075.90| | CURB RAMP, CONCRETE, H | | | 0019 604-91531 200.000 SYS | 20.00000 4000.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0020 610-07486 243.000 TON | 29.00000 7047.00| | HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 224 -6 TABULATION OF BIDS CALL ORDER : 224 CONTRACT ID : SR -32473-A COUNTIES : CASS LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 621-06575 349.000 SYS | 11.96000 4174.04| | SODDING, NURSERY | | | 0022 628-09408 6.000 MOS | 196.00000 1176.00| | MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0023 628-09409 6.000 MOS | 65.00000 390.00| | MOBILE INTERNET SERVICE , 1 EACH | | | 0024 720-44000 10.000 EACH | 150.00000 1500.00| | CASTING, ADJUST TO GRADE | | | 0025 801-03290 4.000 EACH | 70.00000 280.00| | CONSTRUCTION SIGN, C | | | 0026 801-06640 69.000 EACH | 60.00000 4140.00| | CONSTRUCTION SIGN, A | | | 0027 801-06710 180.000 DAY | 1.00000 180.00| | FLASHING ARROW SIGN | | | 0028 801-06775 LUMP | 60020.09000 60020.09| | MAINTAINING TRAFFIC | | | 0029 802-05705 1267.000 LFT | 11.85000 15013.95| | SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0030 802-09838 495.000 SFT | 13.75000 6806.25| | SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0031 802-09840 153.000 SFT | 15.50000 2371.50| | SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0032 805-78470 5040.000 LFT | 0.25000 1260.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0033 805-78795 2160.000 LFT | 6.00000 12960.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0035 808-06701 1250.000 LFT | 0.26000 325.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0036 808-06703 19310.000 LFT | 0.26000 5020.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0038 808-75240 2210.000 LFT | 0.26000 574.60| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0039 808-75245 12850.000 LFT | 0.26000 3341.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0040 808-75297 575.000 LFT | 4.00000 2300.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 224 -7 TABULATION OF BIDS CALL ORDER : 224 CONTRACT ID : SR -32473-A COUNTIES : CASS LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 808-75300 2195.000 LFT | 1.00000 2195.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0042 808-75320 8.000 EACH | 70.00000 560.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0043 808-75325 4.000 EACH | 90.00000 360.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0044 808-75998 398.000 EACH | 14.75000 5870.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0045 202-02278 560.000 LFT | 15.00000 8400.00| | CURB, CONCRETE, REMOVE | | | 0046 306-08432 2945.000 SYS | 0.01000 29.45| | MILLING, APPROACH | | | 0047 604-07901 210.000 SYS | 329.19000 69129.90| | CURB RAMP, CONCRETE, G | | | 0048 605-06120 560.000 LFT | 18.00000 10080.00| | CURB, CONCRETE | | | 0049 802-07060 14.000 EACH | 100.00000 1400.00| | SIGN, SHEET, RELOCATE | | | SECTION TOTALS | $ 698,674.85| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 698,674.85| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 230 -1 VENDOR RANKING CALL ORDER : 230 CONTRACT ID : SR -32553-A COUNTIES : FLOYD LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : PAVEMENT MARKINGS COMPLETION DATE : 05/15/10 LOCATION : ON VARIOUS COUNTY ROADS IN FLOYD COUNTY PROJECT(S) : 0901416 WITHIN SEYMOUR DISTRICT 0901418 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1675187 HUMMEL ELECTRIC INC $ 92,369.20 100.0000% 2 74-2851603 QUANTA SERVICES INC $ 99,732.37 107.9715% 3 35-0821499 JAMES H DREW CORPORATION $ 99,905.10 108.1585% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 230 -2 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : SR -32553-A COUNTIES : FLOYD LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( 3 ) 35-0821499 |HUMMEL ELECTRIC INC |QUANTA SERVICES INC |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT MARKING | | | 0001 105-06845 LUMP | 1760.00000 1760.00| 5000.00000 5000.00| 2875.00000 2875.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 60.00000 60.00| 100.00000 100.00| 400.00000 400.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 4.000 MOS | 72.00000 288.00| 60.00000 240.00| 100.00000 400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 110-01001 LUMP | 4618.46000 4618.46| 10000.00000 10000.00| 4248.00000 4248.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-52710 75.000 SYS | 22.05000 1653.75| 21.00000 1575.00| 75.00000 5625.00 SIDEWALK, CONCRETE, REMOVE | | | 0012 604-07896 22.000 SYS | 220.50000 4851.00| 210.00000 4620.00| 230.00000 5060.00 CURB RAMP, CONCRETE, B | | | 0013 604-07903 42.000 SYS | 204.75000 8599.50| 195.00000 8190.00| 230.00000 9660.00 CURB RAMP, CONCRETE, K | | | 0014 628-09408 4.000 MOS | 500.00000 2000.00| 100.00000 400.00| 100.00000 400.00 MOBILE LAPTOP COMPUTER SYSTEM , ONE EAC | | | 0015 628-09409 4.000 MOS | 240.00000 960.00| 60.00000 240.00| 100.00000 400.00 MOBILE INTERNET SERVICE , ONE EACH | | | 0016 801-03290 8.000 EACH | 152.25000 1218.00| 145.00000 1160.00| 167.00000 1336.00 CONSTRUCTION SIGN, C | | | 0017 801-06640 4.000 EACH | 141.75000 567.00| 135.00000 540.00| 155.00000 620.00 CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP | 2500.00000 2500.00| 7500.00000 7500.00| 1194.00000 1194.00 MAINTAINING TRAFFIC | | | 0019 802-09840 107.000 SFT | 14.80000 1583.60| 30.00000 3210.00| 15.00000 1605.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 230 -3 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : SR -32553-A COUNTIES : FLOYD LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( 3 ) 35-0821499 |HUMMEL ELECTRIC INC |QUANTA SERVICES INC |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 802-76055 84.000 LFT | 8.90000 747.60| 15.00000 1260.00| 18.50000 1554.00 SIGN POST, A | | | 0021 805-01816 1.000 EACH | 1630.80000 1630.80| 1600.00000 1600.00| 2443.00000 2443.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0022 805-03708 1.000 EACH | 12500.00000 12500.00| 10720.00000 10720.00| 10391.00000 10391.00 SIGNAL CANTILEVER STRUCTURE, MAST ARM, | | | 27' MODIFIED | | | 0023 805-06742 1.000 EACH | 5500.00000 5500.00| 4800.00000 4800.00| 5830.00000 5830.00 SOLAR POWERED FLASHING BEACON ASSEMBLY | | | INSTALLATION, LOCATION NO 1, MODIFIED | | | 0024 805-06742 1.000 EACH | 5500.00000 5500.00| 4800.00000 4800.00| 5830.00000 5830.00 SOLAR POWERED FLASHING BEACON ASSEMBLY | | | INSTALLATION, LOCATION NO 2, MODIFIED | | | 0025 805-06742 1.000 EACH | 6200.00000 6200.00| 5500.00000 5500.00| 6380.00000 6380.00 SOLAR POWERED FLASHING BEACON ASSEMBLY | | | LOCATION NO 3 MODIFIED | | | 0026 805-06742 1.000 EACH | 6200.00000 6200.00| 5500.00000 5500.00| 6380.00000 6380.00 SOLAR POWERED FLASHING BEACON ASSEMBLY | | | LOCATION NO 4, MODIFIED | | | 0027 805-78900 4.000 EACH | 650.00000 2600.00| 770.00000 3080.00| 1139.00000 4556.00 PEDESTAL FOUNDATION, A | | | 0028 808-05866 34.500 SYS | 30.00000 1035.00| 28.50000 983.25| 33.00000 1138.50 PAVEMENT MESSAGE MARKING, REMOVE | | | 0029 808-06368 701.000 LFT | 2.58000 1808.58| 2.45000 1717.45| 2.80000 1962.80 TRANSVERSE MARKING, REMOVE | | | 0030 808-06705 710.000 LFT | 1.50000 1065.00| 1.41000 1001.10| 1.60000 1136.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0031 808-06716 6544.000 LFT | 0.40000 2617.60| 0.38000 2486.72| 0.45000 2944.80 LINE, REMOVE | | | 0032 808-75043 730.000 LFT | 1.16000 846.80| 1.10000 803.00| 1.30000 949.00 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | | 0033 808-75245 2443.000 LFT | 0.72000 1758.96| 0.68000 1661.24| 0.80000 1954.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0034 808-75320 15.000 EACH | 68.25000 1023.75| 65.00000 975.00| 75.00000 1125.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0035 808-75325 7.000 EACH | 105.00000 735.00| 98.00000 686.00| 113.00000 791.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0036 808-75996 98.000 EACH | 15.75000 1543.50| 15.00000 1470.00| 17.50000 1715.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 230 -4 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : SR -32553-A COUNTIES : FLOYD LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( 3 ) 35-0821499 |HUMMEL ELECTRIC INC |QUANTA SERVICES INC |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 808-75998 102.000 EACH | 29.40000 2998.80| 27.95000 2850.90| 32.00000 3264.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0038 808-92027 2881.000 LFT | 1.50000 4321.50| 1.41000 4062.21| 1.60000 4609.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0039 808-96016 510.000 LFT | 2.10000 1071.00| 1.95000 994.50| 2.20000 1122.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | SECTION TOTALS | $ 92,369.20| $ 99,732.37| $ 99,905.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 92,369.20| $ 99,732.37| $ 99,905.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 234 -1 VENDOR RANKING CALL ORDER : 234 CONTRACT ID : SR -32583-A COUNTIES : DEKALB LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 08/15/10 LOCATION : ON MAIN STREET FROM ENSLEY AVENUE TO PROJECT(S) : 0901449 NORTH STREET IN AUBURN ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1492793 API CONSTRUCTION CORP $ 402,308.35 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 412,567.00 102.5499% 3 35-1139301 E & B PAVING INC $ 519,957.35 129.2435% 4 35-1185040 NIBLOCK EXCAVATING INC $ 568,977.75 141.4283% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 234 -2 TABULATION OF BIDS CALL ORDER : 234 CONTRACT ID : SR -32583-A COUNTIES : DEKALB LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |API CONSTRUCTION CORP |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 5725.00000 5725.00| 5000.00000 5000.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 20055.00000 20055.00| 20000.00000 20000.00| 26000.00000 26000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02278 3041.000 LFT | 4.00000 12164.00| 4.15000 12620.15| 2.00000 6082.00 CURB, CONCRETE, REMOVE | | | 0008 202-52710 1196.000 SYS | 4.00000 4784.00| 7.40000 8850.40| 5.00000 5980.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-96035 12.000 LFT | 20.00000 240.00| 65.00000 780.00| 50.00000 600.00 CONCRETE WALL, REMOVE | | | 0010 301-07448 279.000 TON | 10.00000 2790.00| 1.00000 279.00| 5.00000 1395.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 304-07490 277.000 TON | 125.00000 34625.00| 110.00000 30470.00| 75.00000 20775.00 HMA PATCHING, TYPE B | | | 0012 306-08034 16770.000 SYS | 1.00000 16770.00| 1.19000 19956.30| 2.00000 33540.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0013 306-08432 2462.000 SYS | 2.80000 6893.60| 2.40000 5908.80| 2.00000 4924.00 MILLING, APPROACH | | | 0014 402-07433 1522.000 TON | 65.00000 98930.00| 51.00000 77622.00| 50.00000 76100.00 HMA SURFACE, TYPE B | | | 0015 406-05520 6.000 TON | 1.00000 6.00| 100.00000 600.00| 50.00000 300.00 ASPHALT FOR TACK COAT | | | 0016 604-07894 45.000 SYS | 95.00000 4275.00| 129.19000 5813.55| 200.00000 9000.00 CURB RAMP, CONCRETE, A | | | 0017 604-07896 7.500 SYS | 95.00000 712.50| 166.34000 1247.55| 200.00000 1500.00 CURB RAMP, CONCRETE, B | | | 0018 604-07897 170.000 SYS | 95.00000 16150.00| 139.89000 23781.30| 200.00000 34000.00 CURB RAMP, CONCRETE, C | | | 0019 604-07898 36.500 SYS | 95.00000 3467.50| 122.17000 4459.21| 200.00000 7300.00 CURB RAMP, CONCRETE, D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 234 -3 TABULATION OF BIDS CALL ORDER : 234 CONTRACT ID : SR -32583-A COUNTIES : DEKALB LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |API CONSTRUCTION CORP |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 604-07900 317.000 SYS | 95.00000 30115.00| 112.74000 35738.58| 200.00000 63400.00 CURB RAMP, CONCRETE, F | | | 0021 604-07901 4.000 SYS | 95.00000 380.00| 138.31000 553.24| 200.00000 800.00 CURB RAMP, CONCRETE, G | | | 0022 604-07901 202.000 SYS | 95.00000 19190.00| 126.77000 25607.54| 200.00000 40400.00 CURB RAMP, CONCRETE, G , MODIFIED | | | 0023 604-91531 448.000 SYS | 25.00000 11200.00| 29.49000 13211.52| 30.00000 13440.00 SIDEWALK, CONCRETE, 4 IN. | | | 0024 605-06120 45.000 LFT | 13.50000 607.50| 24.48000 1101.60| 35.00000 1575.00 CURB, CONCRETE | | | 0025 605-06150 3033.000 LFT | 12.50000 37912.50| 18.60000 56413.80| 20.00000 60660.00 CURB AND GUTTER, C, CONCRETE | | | 0026 610-07487 223.000 TON | 115.00000 25645.00| 82.00000 18286.00| 100.00000 22300.00 HMA FOR APPROACHES, TYPE B | | | 0027 621-06575 870.000 SYS | 5.00000 4350.00| 5.00000 4350.00| 5.98000 5202.60 SODDING, NURSERY | | | 0028 628-09408 2.000 MOS | 365.00000 730.00| 365.00000 730.00| 334.00000 668.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0029 628-09409 2.000 MOS | 150.00000 300.00| 80.00000 160.00| 100.00000 200.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0030 720-44000 50.000 EACH | 125.00000 6250.00| 50.00000 2500.00| 150.00000 7500.00 CASTING, ADJUST TO GRADE | | | 0031 720-94840 20.000 EACH | 20.00000 400.00| 20.00000 400.00| 150.00000 3000.00 CASTING, ADJUST TO GRADE, WATER VALVE | | | 0032 801-03290 2.000 EACH | 112.00000 224.00| 140.00000 280.00| 140.00000 280.00 CONSTRUCTION SIGN, C | | | 0033 801-06203 9800.000 LFT | 0.12000 1176.00| 0.01000 98.00| 0.01000 98.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0034 801-06207 9800.000 LFT | 1.00000 9800.00| 0.01000 98.00| 0.01000 98.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0035 801-06640 42.000 EACH | 108.00000 4536.00| 105.00000 4410.00| 105.00000 4410.00 CONSTRUCTION SIGN, A | | | 0036 801-06710 70.000 DAY | 5.50000 385.00| 5.50000 385.00| 5.50000 385.00 FLASHING ARROW SIGN | | | 0037 801-06775 LUMP | 12875.00000 12875.00| 22930.71000 22930.71| 59300.00000 59300.00 MAINTAINING TRAFFIC | | | 0038 801-92448 360.000 DAY | 3.50000 1260.00| 1.50000 540.00| 1.00000 360.00 CONSTRUCTION SIGNS, MOBILE | | | 0039 808-06703 920.000 LFT | 0.29000 266.80| 0.29000 266.80| 0.29000 266.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0040 808-75245 7530.000 LFT | 0.29000 2183.70| 0.29000 2183.70| 0.29000 2183.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 234 -4 TABULATION OF BIDS CALL ORDER : 234 CONTRACT ID : SR -32583-A COUNTIES : DEKALB LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |API CONSTRUCTION CORP |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 808-75297 582.000 LFT | 3.45000 2007.90| 3.45000 2007.90| 3.45000 2007.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0042 808-75300 3115.000 LFT | 0.89000 2772.35| 0.89000 2772.35| 0.89000 2772.35 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0043 808-75320 2.000 EACH | 75.00000 150.00| 75.00000 150.00| 75.00000 150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | SECTION TOTALS | $ 402,308.35| $ 412,567.00| $ 519,957.35 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 402,308.35| $ 412,567.00| $ 519,957.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 234 -5 TABULATION OF BIDS CALL ORDER : 234 CONTRACT ID : SR -32583-A COUNTIES : DEKALB LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 550.00000 550.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 52000.00000 52000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02278 3041.000 LFT | 7.00000 21287.00| | CURB, CONCRETE, REMOVE | | | 0008 202-52710 1196.000 SYS | 10.00000 11960.00| | SIDEWALK, CONCRETE, REMOVE | | | 0009 202-96035 12.000 LFT | 100.00000 1200.00| | CONCRETE WALL, REMOVE | | | 0010 301-07448 279.000 TON | 14.00000 3906.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 304-07490 277.000 TON | 150.00000 41550.00| | HMA PATCHING, TYPE B | | | 0012 306-08034 16770.000 SYS | 1.30000 21801.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0013 306-08432 2462.000 SYS | 2.00000 4924.00| | MILLING, APPROACH | | | 0014 402-07433 1522.000 TON | 73.00000 111106.00| | HMA SURFACE, TYPE B | | | 0015 406-05520 6.000 TON | 700.00000 4200.00| | ASPHALT FOR TACK COAT | | | 0016 604-07894 45.000 SYS | 135.00000 6075.00| | CURB RAMP, CONCRETE, A | | | 0017 604-07896 7.500 SYS | 135.00000 1012.50| | CURB RAMP, CONCRETE, B | | | 0018 604-07897 170.000 SYS | 135.00000 22950.00| | CURB RAMP, CONCRETE, C | | | 0019 604-07898 36.500 SYS | 135.00000 4927.50| | CURB RAMP, CONCRETE, D | | | 0020 604-07900 317.000 SYS | 135.00000 42795.00| | CURB RAMP, CONCRETE, F | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 234 -6 TABULATION OF BIDS CALL ORDER : 234 CONTRACT ID : SR -32583-A COUNTIES : DEKALB LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 604-07901 4.000 SYS | 135.00000 540.00| | CURB RAMP, CONCRETE, G | | | 0022 604-07901 202.000 SYS | 135.00000 27270.00| | CURB RAMP, CONCRETE, G , MODIFIED | | | 0023 604-91531 448.000 SYS | 35.00000 15680.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0024 605-06120 45.000 LFT | 30.00000 1350.00| | CURB, CONCRETE | | | 0025 605-06150 3033.000 LFT | 21.00000 63693.00| | CURB AND GUTTER, C, CONCRETE | | | 0026 610-07487 223.000 TON | 125.00000 27875.00| | HMA FOR APPROACHES, TYPE B | | | 0027 621-06575 870.000 SYS | 5.00000 4350.00| | SODDING, NURSERY | | | 0028 628-09408 2.000 MOS | 400.00000 800.00| | MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0029 628-09409 2.000 MOS | 300.00000 600.00| | MOBILE INTERNET SERVICE , 1 EACH | | | 0030 720-44000 50.000 EACH | 300.00000 15000.00| | CASTING, ADJUST TO GRADE | | | 0031 720-94840 20.000 EACH | 255.00000 5100.00| | CASTING, ADJUST TO GRADE, WATER VALVE | | | 0032 801-03290 2.000 EACH | 140.00000 280.00| | CONSTRUCTION SIGN, C | | | 0033 801-06203 9800.000 LFT | 0.12000 1176.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0034 801-06207 9800.000 LFT | 1.00000 9800.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0035 801-06640 42.000 EACH | 105.00000 4410.00| | CONSTRUCTION SIGN, A | | | 0036 801-06710 70.000 DAY | 5.50000 385.00| | FLASHING ARROW SIGN | | | 0037 801-06775 LUMP | 30500.00000 30500.00| | MAINTAINING TRAFFIC | | | 0038 801-92448 360.000 DAY | 1.50000 540.00| | CONSTRUCTION SIGNS, MOBILE | | | 0039 808-06703 920.000 LFT | 0.29000 266.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0040 808-75245 7530.000 LFT | 0.29000 2183.70| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 234 -7 TABULATION OF BIDS CALL ORDER : 234 CONTRACT ID : SR -32583-A COUNTIES : DEKALB LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 808-75297 582.000 LFT | 3.45000 2007.90| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0042 808-75300 3115.000 LFT | 0.89000 2772.35| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0043 808-75320 2.000 EACH | 75.00000 150.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | SECTION TOTALS | $ 568,977.75| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 568,977.75| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 240 -1 VENDOR RANKING CALL ORDER : 240 CONTRACT ID : SR -32768-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : STORM SEWER AND DRAINAGE IMPROVEMENTS COMPLETION DATE : 07/31/10 LOCATION : ON JOLIET STREET FROM US 41 TO INDUSTRIAL DRIVE IN TOWN OF PROJECT(S) : 0900911 ST JOHN ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1569222 GRIMMER CONSTRUCTION INC $ 338,194.33 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 363,207.36 107.3961% 3 35-1120685 WALSH & KELLY INC $ 364,576.45 107.8009% 4 35-1068009 DYER CONSTRUCTION CO $ 365,720.20 108.1391% 5 35-1035122 GARIUP CONSTRUCTION CO INC $ 383,900.00 113.5146% 6 35-1000263 GATLIN PLUMBING & HEATING INC $ 395,663.80 116.9930% 7 35-1677832 L G S PLUMBING INC $ 419,964.65 124.1785% 8 35-1448263 REX CONSTRUCTION CO $ 458,976.00 135.7137% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 240 -2 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : SR -32768-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 STORM SEWER AND DRAINAGE IMPROVEMENTS | | | 0001 105-06845 LUMP | 3530.00000 3530.00| 8470.08000 8470.08| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 9000.00000 9000.00| 24800.12000 24800.12| 17000.00000 17000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02279 26.000 LFT | 12.80000 332.80| 8.00000 208.00| 15.00000 390.00 CURB AND GUTTER, REMOVE | | | 0008 202-52710 1040.000 SYS | 5.00000 5200.00| 9.37000 9744.80| 8.00000 8320.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-93047 7.000 EACH | 121.00000 847.00| 200.00000 1400.00| 445.00000 3115.00 MANHOLE, REMOVE | | | 0010 202-98488 1.000 EACH | 218.00000 218.00| 350.00000 350.00| 585.00000 585.00 PIPE END SECTION, REMOVE | | | 0011 211-09264 1480.000 CYS | 0.01000 14.80| 20.00000 29600.00| 20.00000 29600.00 STRUCTURE BACKFILL, TYPE 1 , INDOT #53 | | | LIMESTONE | | | 0012 303-08210 250.000 TON | 17.00000 4250.00| 13.50000 3375.00| 20.00000 5000.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0013 304-07490 68.200 TON | 142.83000 9741.01| 174.80000 11921.36| 125.00000 8525.00 HMA PATCHING, TYPE B | | | 0015 604-91404 1040.000 SYS | 41.00000 42640.00| 48.70000 50648.00| 60.00000 62400.00 SIDEWALK, CONCRETE, 5 IN. | | | 0016 605-06155 45.000 LFT | 25.00000 1125.00| 35.20000 1584.00| 50.00000 2250.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0017 611-95728 185.000 SYS | 54.75000 10128.75| 75.60000 13986.00| 95.00000 17575.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0018 621-01852 1149.000 SYS | 3.90000 4481.10| 1.55000 1780.95| 1.55000 1780.95 MULCHED SEEDING, GRASS, 2 | | | 0019 621-06570 63.200 CYS | 32.40000 2047.68| 67.51000 4266.63| 90.00000 5688.00 TOP SOIL 4" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 240 -3 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : SR -32768-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 628-09408 3.000 MOS | 118.00000 354.00| 280.26000 840.78| 650.00000 1950.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0021 628-09409 3.000 MOS | 94.40000 283.20| 51.30000 153.90| 150.00000 450.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0022 715-05149 60.000 LFT | 65.40000 3924.00| 54.00000 3240.00| 36.60000 2196.00 PIPE, TYPE 2, CIRCULAR, 12 IN. , PVC | | | C-900 PIPE | | | 0023 715-05154 375.000 LFT | 109.00000 40875.00| 87.00000 32625.00| 69.80000 26175.00 PIPE, TYPE 2, CIRCULAR, 24 IN. , PVC | | | C-900 PIPE | | | 0024 715-05156 30.000 LFT | 124.00000 3720.00| 131.00000 3930.00| 115.50000 3465.00 PIPE, TYPE 2, CIRCULAR, 30 IN. , PVC | | | C-900 PIPE | | | 0025 715-05156 380.000 LFT | 88.50000 33630.00| 72.00000 27360.00| 66.40000 25232.00 PIPE, TYPE 2, CIRCULAR, 30 IN. , RCP | | | 0026 715-05914 540.000 LFT | 93.20000 50328.00| 67.00000 36180.00| 48.30000 26082.00 PIPE, PVC, 18 IN. , PVC C-900 PIPE | | | 0027 715-46030 1.000 EACH | 448.00000 448.00| 1150.00000 1150.00| 2110.00000 2110.00 PIPE END SECTION, 30 IN. , RCP | | | 0028 715-96960 537.000 LFT | 80.40000 43174.80| 62.00000 33294.00| 42.00000 22554.00 PIPE, PVC, 15 IN. , PVC C-900 PIPE | | | 0029 720-45215 5.000 EACH | 1920.00000 9600.00| 1500.00000 7500.00| 1660.00000 8300.00 CATCH BASIN, A8 | | | 0030 720-91973 3.000 EACH | 2900.00000 8700.00| 1925.00000 5775.00| 1920.00000 5760.00 MANHOLE, H4 | | | 0032 801-03290 2.000 EACH | 129.00000 258.00| 128.00000 256.00| 317.00000 634.00 CONSTRUCTION SIGN, C | | | 0033 801-06640 22.000 EACH | 84.00000 1848.00| 86.00000 1892.00| 54.00000 1188.00 CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP | 4050.00000 4050.00| 7120.50000 7120.50| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0035 306-08042 569.000 SYS | 6.50000 3698.50| 0.01000 5.69| 7.00000 3983.00 MILLING, SCARIFICATION/PROFILE | | | 0037 402-07432 90.000 TON | 75.00000 6750.00| 127.98000 11518.20| 100.00000 9000.00 HMA SURFACE, TYPE A , FOR PARKING AREA | | | 0038 720-90984 10.000 EACH | 2300.00000 23000.00| 1600.00000 16000.00| 1395.00000 13950.00 MANHOLE, C2 | | | 0039 201-52370 LUMP | 4620.00000 4620.00| 8307.66000 8307.66| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0040 406-05521 600.000 SYS | 0.50000 300.00| 1.44000 864.00| 1.00000 600.00 ASPHALT FOR TACK COAT | | | 0041 714-44240 2.000 CYS | 283.00000 566.00| 150.00000 300.00| 135.00000 270.00 CONCRETE, A, STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 240 -4 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : SR -32768-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-0918397 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 202-96133 900.000 LFT | 5.00000 4500.00| 2.50000 2250.00| 12.40000 11160.00 PIPE, REMOVE | | | 0043 306-08042 569.000 SYS | 0.01000 5.69| 0.01000 5.69| 0.50000 284.50 MILLING, SCARIFICATION/PROFILE | | | 0044 621-01004 1.000 EACH | 1.00000 1.00| 500.00000 500.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 338,194.33| $ 363,207.36| $ 364,576.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 338,194.33| $ 363,207.36| $ 364,576.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 240 -5 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : SR -32768-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-1035122 |( 6 ) 35-1000263 |DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO INC |GATLIN PLUMBING & HEATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 STORM SEWER AND DRAINAGE IMPROVEMENTS | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 45000.00000 45000.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 15385.00000 15385.00| 16828.70000 16828.70| 19000.00000 19000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02279 26.000 LFT | 11.40000 296.40| 15.00000 390.00| 8.00000 208.00 CURB AND GUTTER, REMOVE | | | 0008 202-52710 1040.000 SYS | 5.73000 5959.20| 10.00000 10400.00| 4.00000 4160.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-93047 7.000 EACH | 325.15000 2276.05| 480.00000 3360.00| 500.00000 3500.00 MANHOLE, REMOVE | | | 0010 202-98488 1.000 EACH | 194.84000 194.84| 600.00000 600.00| 250.00000 250.00 PIPE END SECTION, REMOVE | | | 0011 211-09264 1480.000 CYS | 28.06000 41528.80| 22.00000 32560.00| 0.01000 14.80 STRUCTURE BACKFILL, TYPE 1 , INDOT #53 | | | LIMESTONE | | | 0012 303-08210 250.000 TON | 17.98000 4495.00| 32.00000 8000.00| 23.00000 5750.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0013 304-07490 68.200 TON | 110.00000 7502.00| 180.00000 12276.00| 120.00000 8184.00 HMA PATCHING, TYPE B | | | 0015 604-91404 1040.000 SYS | 44.92000 46716.80| 45.00000 46800.00| 43.00000 44720.00 SIDEWALK, CONCRETE, 5 IN. | | | 0016 605-06155 45.000 LFT | 31.94000 1437.30| 30.00000 1350.00| 27.00000 1215.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0017 611-95728 185.000 SYS | 51.23000 9477.55| 50.00000 9250.00| 52.00000 9620.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0018 621-01852 1149.000 SYS | 1.55000 1780.95| 1.70000 1953.30| 2.00000 2298.00 MULCHED SEEDING, GRASS, 2 | | | 0019 621-06570 63.200 CYS | 72.66000 4592.11| 55.00000 3476.00| 35.00000 2212.00 TOP SOIL 4" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 240 -6 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : SR -32768-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-1035122 |( 6 ) 35-1000263 |DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO INC |GATLIN PLUMBING & HEATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 628-09408 3.000 MOS | 228.81000 686.43| 300.00000 900.00| 1000.00000 3000.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0021 628-09409 3.000 MOS | 228.81000 686.43| 230.00000 690.00| 175.00000 525.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0022 715-05149 60.000 LFT | 47.12000 2827.20| 40.00000 2400.00| 81.00000 4860.00 PIPE, TYPE 2, CIRCULAR, 12 IN. , PVC | | | C-900 PIPE | | | 0023 715-05154 375.000 LFT | 103.25000 38718.75| 75.00000 28125.00| 119.00000 44625.00 PIPE, TYPE 2, CIRCULAR, 24 IN. , PVC | | | C-900 PIPE | | | 0024 715-05156 30.000 LFT | 106.84000 3205.20| 125.00000 3750.00| 176.00000 5280.00 PIPE, TYPE 2, CIRCULAR, 30 IN. , PVC | | | C-900 PIPE | | | 0025 715-05156 380.000 LFT | 51.43000 19543.40| 71.00000 26980.00| 75.00000 28500.00 PIPE, TYPE 2, CIRCULAR, 30 IN. , RCP | | | 0026 715-05914 540.000 LFT | 64.39000 34770.60| 52.00000 28080.00| 99.00000 53460.00 PIPE, PVC, 18 IN. , PVC C-900 PIPE | | | 0027 715-46030 1.000 EACH | 779.39000 779.39| 2270.00000 2270.00| 3650.00000 3650.00 PIPE END SECTION, 30 IN. , RCP | | | 0028 715-96960 537.000 LFT | 58.12000 31210.44| 45.00000 24165.00| 90.00000 48330.00 PIPE, PVC, 15 IN. , PVC C-900 PIPE | | | 0029 720-45215 5.000 EACH | 1862.41000 9312.05| 1750.00000 8750.00| 1900.00000 9500.00 CATCH BASIN, A8 | | | 0030 720-91973 3.000 EACH | 3314.77000 9944.31| 2000.00000 6000.00| 2900.00000 8700.00 MANHOLE, H4 | | | 0032 801-03290 2.000 EACH | 317.00000 634.00| 140.00000 280.00| 135.00000 270.00 CONSTRUCTION SIGN, C | | | 0033 801-06640 22.000 EACH | 54.00000 1188.00| 90.00000 1980.00| 91.00000 2002.00 CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP | 8170.00000 8170.00| 6000.00000 6000.00| 19000.00000 19000.00 MAINTAINING TRAFFIC | | | 0035 306-08042 569.000 SYS | 6.50000 3698.50| 9.00000 5121.00| 7.00000 3983.00 MILLING, SCARIFICATION/PROFILE | | | 0037 402-07432 90.000 TON | 100.00000 9000.00| 130.00000 11700.00| 110.00000 9900.00 HMA SURFACE, TYPE A , FOR PARKING AREA | | | 0038 720-90984 10.000 EACH | 2519.44000 25194.40| 1450.00000 14500.00| 2000.00000 20000.00 MANHOLE, C2 | | | 0039 201-52370 LUMP | 3000.00000 3000.00| 1050.00000 1050.00| 3500.00000 3500.00 CLEARING RIGHT OF WAY | | | 0040 406-05521 600.000 SYS | 1.00000 600.00| 2.00000 1200.00| 1.10000 660.00 ASPHALT FOR TACK COAT | | | 0041 714-44240 2.000 CYS | 249.55000 499.10| 145.00000 290.00| 250.00000 500.00 CONCRETE, A, STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 240 -7 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : SR -32768-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-1035122 |( 6 ) 35-1000263 |DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO INC |GATLIN PLUMBING & HEATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 202-96133 900.000 LFT | 15.93000 14337.00| 13.00000 11700.00| 12.00000 10800.00 PIPE, REMOVE | | | 0043 306-08042 569.000 SYS | 1.00000 569.00| 9.00000 5121.00| 7.00000 3983.00 MILLING, SCARIFICATION/PROFILE | | | 0044 621-01004 1.000 EACH | 500.00000 500.00| 600.00000 600.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 365,720.20| $ 383,900.00| $ 395,663.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 365,720.20| $ 383,900.00| $ 395,663.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 240 -8 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : SR -32768-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1677832 |( 8 ) 35-1448263 |( ) |L G S PLUMBING INC |REX CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 STORM SEWER AND DRAINAGE IMPROVEMENTS | | | 0001 105-06845 LUMP | 3500.00000 3500.00| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 7539.00000 7539.00| 26000.00000 26000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02279 26.000 LFT | 10.00000 260.00| 7.00000 182.00| CURB AND GUTTER, REMOVE | | | 0008 202-52710 1040.000 SYS | 7.50000 7800.00| 5.00000 5200.00| SIDEWALK, CONCRETE, REMOVE | | | 0009 202-93047 7.000 EACH | 935.00000 6545.00| 425.00000 2975.00| MANHOLE, REMOVE | | | 0010 202-98488 1.000 EACH | 405.00000 405.00| 125.00000 125.00| PIPE END SECTION, REMOVE | | | 0011 211-09264 1480.000 CYS | 37.50000 55500.00| 0.10000 148.00| STRUCTURE BACKFILL, TYPE 1 , INDOT #53 | | | LIMESTONE | | | 0012 303-08210 250.000 TON | 35.00000 8750.00| 15.00000 3750.00| COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0013 304-07490 68.200 TON | 182.00000 12412.40| 150.00000 10230.00| HMA PATCHING, TYPE B | | | 0015 604-91404 1040.000 SYS | 54.00000 56160.00| 52.00000 54080.00| SIDEWALK, CONCRETE, 5 IN. | | | 0016 605-06155 45.000 LFT | 32.00000 1440.00| 30.00000 1350.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0017 611-95728 185.000 SYS | 71.00000 13135.00| 55.00000 10175.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0018 621-01852 1149.000 SYS | 1.65000 1895.85| 3.00000 3447.00| MULCHED SEEDING, GRASS, 2 | | | 0019 621-06570 63.200 CYS | 242.00000 15294.40| 185.00000 11692.00| TOP SOIL 4" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 240 -9 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : SR -32768-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1677832 |( 8 ) 35-1448263 |( ) |L G S PLUMBING INC |REX CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 628-09408 3.000 MOS | 250.00000 750.00| 350.00000 1050.00| MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0021 628-09409 3.000 MOS | 100.00000 300.00| 125.00000 375.00| MOBILE INTERNET SERVICE , 1 EACH | | | 0022 715-05149 60.000 LFT | 82.00000 4920.00| 55.00000 3300.00| PIPE, TYPE 2, CIRCULAR, 12 IN. , PVC | | | C-900 PIPE | | | 0023 715-05154 375.000 LFT | 102.00000 38250.00| 150.00000 56250.00| PIPE, TYPE 2, CIRCULAR, 24 IN. , PVC | | | C-900 PIPE | | | 0024 715-05156 30.000 LFT | 210.00000 6300.00| 207.00000 6210.00| PIPE, TYPE 2, CIRCULAR, 30 IN. , PVC | | | C-900 PIPE | | | 0025 715-05156 380.000 LFT | 62.00000 23560.00| 115.00000 43700.00| PIPE, TYPE 2, CIRCULAR, 30 IN. , RCP | | | 0026 715-05914 540.000 LFT | 61.00000 32940.00| 77.00000 41580.00| PIPE, PVC, 18 IN. , PVC C-900 PIPE | | | 0027 715-46030 1.000 EACH | 1170.00000 1170.00| 1700.00000 1700.00| PIPE END SECTION, 30 IN. , RCP | | | 0028 715-96960 537.000 LFT | 46.00000 24702.00| 75.00000 40275.00| PIPE, PVC, 15 IN. , PVC C-900 PIPE | | | 0029 720-45215 5.000 EACH | 2046.00000 10230.00| 2500.00000 12500.00| CATCH BASIN, A8 | | | 0030 720-91973 3.000 EACH | 3190.00000 9570.00| 5000.00000 15000.00| MANHOLE, H4 | | | 0032 801-03290 2.000 EACH | 183.00000 366.00| 150.00000 300.00| CONSTRUCTION SIGN, C | | | 0033 801-06640 22.000 EACH | 135.00000 2970.00| 100.00000 2200.00| CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP | 3500.00000 3500.00| 24000.00000 24000.00| MAINTAINING TRAFFIC | | | 0035 306-08042 569.000 SYS | 7.00000 3983.00| 6.00000 3414.00| MILLING, SCARIFICATION/PROFILE | | | 0037 402-07432 90.000 TON | 182.00000 16380.00| 120.00000 10800.00| HMA SURFACE, TYPE A , FOR PARKING AREA | | | 0038 720-90984 10.000 EACH | 1390.00000 13900.00| 3100.00000 31000.00| MANHOLE, C2 | | | 0039 201-52370 LUMP | 5750.00000 5750.00| 9000.00000 9000.00| CLEARING RIGHT OF WAY | | | 0040 406-05521 600.000 SYS | 1.00000 600.00| 1.00000 600.00| ASPHALT FOR TACK COAT | | | 0041 714-44240 2.000 CYS | 850.00000 1700.00| 175.00000 350.00| CONCRETE, A, STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 240 -10 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : SR -32768-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 7 ) 35-1677832 |( 8 ) 35-1448263 |( ) |L G S PLUMBING INC |REX CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 202-96133 900.000 LFT | 25.00000 22500.00| 20.00000 18000.00| PIPE, REMOVE | | | 0043 306-08042 569.000 SYS | 7.00000 3983.00| 6.00000 3414.00| MILLING, SCARIFICATION/PROFILE | | | 0044 621-01004 1.000 EACH | 1000.00000 1000.00| 600.00000 600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 419,964.65| $ 458,976.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 419,964.65| $ 458,976.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 250 -1 VENDOR RANKING CALL ORDER : 250 CONTRACT ID : SR -32782-A COUNTIES : MONROE LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : SIDEWALK REPAIR AND REPLACEMENT COMPLETION DATE : 05/14/10 LOCATION : AT VARIOUS LOCATIONS IN BLOOMINGTON PROJECT(S) : 0901685 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER INC $ 324,415.00 100.0000% 2 35-1357381 DAVE OMARA CONTRACTOR INC $ 344,363.00 106.1489% 3 35-0999231 HUNT PAVING COMPANY INC $ 355,861.25 109.6932% 4 35-2131982 J B I CONSTRUCTION INC $ 397,943.10 122.6648% 5 54-1342714 TRI COUNTY BUILDERS CO INC $ 431,374.52 132.9700% 6 35-1636776 LINKEL COMPANY $ 494,553.00 152.4446% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 250 -2 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : SR -32782-A COUNTIES : MONROE LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1357381 |( 3 ) 35-0999231 |CRIDER & CRIDER INC |DAVE OMARA CONTRACTOR INC |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIDEWALK REPAIR AND REPLACEMENT | | | 0001 105-06845 LUMP | 3500.00000 3500.00| 8000.00000 8000.00| 1600.00000 1600.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 16000.00000 16000.00| 15000.00000 15000.00| 17800.00000 17800.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02278 3104.000 LFT | 10.00000 31040.00| 7.25000 22504.00| 7.50000 23280.00 CURB, CONCRETE, REMOVE | | | 0008 202-02772 2.000 EACH | 150.00000 300.00| 500.00000 1000.00| 300.00000 600.00 CASTING, REMOVE | | | 0009 202-52710 3470.000 SYS | 10.00000 34700.00| 14.50000 50315.00| 9.65000 33485.50 SIDEWALK, CONCRETE, REMOVE | | | 0010 203-02000 50.000 CYS | 200.00000 10000.00| 35.00000 1750.00| 44.00000 2200.00 EXCAVATION, COMMON | | | 0011 211-02050 50.000 CYS | 56.00000 2800.00| 40.00000 2000.00| 49.00000 2450.00 B BORROW | | | 0012 304-07490 85.000 TON | 185.00000 15725.00| 120.00000 10200.00| 170.00000 14450.00 HMA PATCHING, TYPE B | | | 0013 604-06070 3186.000 SYS | 28.00000 89208.00| 30.00000 95580.00| 35.00000 111510.00 SIDEWALK, CONCRETE | | | 0014 604-06367 2016.000 LFT | 2.00000 4032.00| 1.50000 3024.00| 1.00000 2016.00 JOINT MATERIAL | | | 0015 604-07092 787.000 TON | 19.00000 14953.00| 22.00000 17314.00| 47.00000 36989.00 BED COURSE MATERIAL | | | 0016 604-07897 8.000 SYS | 175.00000 1400.00| 130.00000 1040.00| 190.00000 1520.00 CURB RAMP, CONCRETE, C | | | 0017 604-07899 32.000 SYS | 95.00000 3040.00| 112.00000 3584.00| 166.00000 5312.00 CURB RAMP, CONCRETE, E | | | 0018 604-07900 114.000 SYS | 115.00000 13110.00| 115.00000 13110.00| 142.00000 16188.00 CURB RAMP, CONCRETE, F | | | 0019 604-07901 10.000 SYS | 125.00000 1250.00| 130.00000 1300.00| 171.00000 1710.00 CURB RAMP, CONCRETE, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 250 -3 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : SR -32782-A COUNTIES : MONROE LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1357381 |( 3 ) 35-0999231 |CRIDER & CRIDER INC |DAVE OMARA CONTRACTOR INC |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 604-07902 120.000 SYS | 130.00000 15600.00| 120.00000 14400.00| 145.00000 17400.00 CURB RAMP, CONCRETE, H | | | 0021 605-06120 3080.000 LFT | 15.00000 46200.00| 18.00000 55440.00| 9.30000 28644.00 CURB, CONCRETE | | | 0022 621-06567 4.000 kGAL | 115.00000 460.00| 100.00000 400.00| 112.00000 448.00 WATER | | | 0023 621-06575 911.000 SYS | 11.00000 10021.00| 11.00000 10021.00| 11.25000 10248.75 SODDING, NURSERY | | | 0024 720-44070 2.000 EACH | 1200.00000 2400.00| 1100.00000 2200.00| 1105.00000 2210.00 CASTING, 13, FURNISH AND ADJUST TO GRAD | | | 0025 801-03290 4.000 EACH | 175.00000 700.00| 113.00000 452.00| 175.00000 700.00 CONSTRUCTION SIGN, C | | | 0026 801-06640 12.000 EACH | 90.00000 1080.00| 120.00000 1440.00| 200.00000 2400.00 CONSTRUCTION SIGN, A | | | 0027 801-06645 18.000 EACH | 50.00000 900.00| 65.00000 1170.00| 100.00000 1800.00 CONSTRUCTION SIGN, B | | | 0029 805-96014 1246.000 LFT | 2.00000 2492.00| 2.50000 3115.00| 1.00000 1246.00 SAW CUT, FULL DEPTH | | | 0030 801-06775 LUMP | 3500.00000 3500.00| 10000.00000 10000.00| 19650.00000 19650.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 324,415.00| $ 344,363.00| $ 355,861.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 324,415.00| $ 344,363.00| $ 355,861.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 250 -4 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : SR -32782-A COUNTIES : MONROE LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-2131982 |( 5 ) 54-1342714 |( 6 ) 35-1636776 |J B I CONSTRUCTION INC |TRI COUNTY BUILDERS CO INC |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIDEWALK REPAIR AND REPLACEMENT | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 1729.60000 1729.60| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 20000.00000 20000.00| 13000.00000 13000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02278 3104.000 LFT | 10.00000 31040.00| 12.72000 39482.88| 5.00000 15520.00 CURB, CONCRETE, REMOVE | | | 0008 202-02772 2.000 EACH | 125.00000 250.00| 161.00000 322.00| 150.00000 300.00 CASTING, REMOVE | | | 0009 202-52710 3470.000 SYS | 16.75000 58122.50| 15.11000 52431.70| 8.40000 29148.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 203-02000 50.000 CYS | 35.00000 1750.00| 25.99000 1299.50| 100.00000 5000.00 EXCAVATION, COMMON | | | 0011 211-02050 50.000 CYS | 25.00000 1250.00| 53.54000 2677.00| 50.00000 2500.00 B BORROW | | | 0012 304-07490 85.000 TON | 255.00000 21675.00| 161.36000 13715.60| 180.00000 15300.00 HMA PATCHING, TYPE B | | | 0013 604-06070 3186.000 SYS | 29.75000 94783.50| 41.29000 131549.94| 50.00000 159300.00 SIDEWALK, CONCRETE | | | 0014 604-06367 2016.000 LFT | 5.00000 10080.00| 2.30000 4636.80| 3.00000 6048.00 JOINT MATERIAL | | | 0015 604-07092 787.000 TON | 20.00000 15740.00| 33.47000 26340.89| 24.00000 18888.00 BED COURSE MATERIAL | | | 0016 604-07897 8.000 SYS | 140.00000 1120.00| 184.04000 1472.32| 210.00000 1680.00 CURB RAMP, CONCRETE, C | | | 0017 604-07899 32.000 SYS | 120.00000 3840.00| 128.40000 4108.80| 165.00000 5280.00 CURB RAMP, CONCRETE, E | | | 0018 604-07900 114.000 SYS | 135.00000 15390.00| 161.57000 18418.98| 160.00000 18240.00 CURB RAMP, CONCRETE, F | | | 0019 604-07901 10.000 SYS | 130.00000 1300.00| 156.22000 1562.20| 150.00000 1500.00 CURB RAMP, CONCRETE, G | | | 0020 604-07902 120.000 SYS | 135.00000 16200.00| 129.47000 15536.40| 165.00000 19800.00 CURB RAMP, CONCRETE, H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 250 -5 TABULATION OF BIDS CALL ORDER : 250 CONTRACT ID : SR -32782-A COUNTIES : MONROE LETTING DATE : 01/27/10 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-2131982 |( 5 ) 54-1342714 |( 6 ) 35-1636776 |J B I CONSTRUCTION INC |TRI COUNTY BUILDERS CO INC |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 605-06120 3080.000 LFT | 18.50000 56980.00| 18.82000 57965.60| 19.50000 60060.00 CURB, CONCRETE | | | 0022 621-06567 4.000 kGAL | 100.00000 400.00| 107.00000 428.00| 100.00000 400.00 WATER | | | 0023 621-06575 911.000 SYS | 15.10000 13756.10| 10.81000 9847.91| 5.00000 4555.00 SODDING, NURSERY | | | 0024 720-44070 2.000 EACH | 1750.00000 3500.00| 1026.84000 2053.68| 1500.00000 3000.00 CASTING, 13, FURNISH AND ADJUST TO GRAD | | | 0025 801-03290 4.000 EACH | 150.00000 600.00| 294.25000 1177.00| 400.00000 1600.00 CONSTRUCTION SIGN, C | | | 0026 801-06640 12.000 EACH | 125.00000 1500.00| 160.50000 1926.00| 400.00000 4800.00 CONSTRUCTION SIGN, A | | | 0027 801-06645 18.000 EACH | 65.00000 1170.00| 80.25000 1444.50| 300.00000 5400.00 CONSTRUCTION SIGN, B | | | 0029 805-96014 1246.000 LFT | 2.00000 2492.00| 1.07000 1333.22| 5.00000 6230.00 SAW CUT, FULL DEPTH | | | 0030 801-06775 LUMP | 20000.00000 20000.00| 26910.00000 26910.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 397,943.10| $ 431,374.52| $ 494,553.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 397,943.10| $ 431,374.52| $ 494,553.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 270 -1 VENDOR RANKING CALL ORDER : 270 CONTRACT ID : SR -32830-A COUNTIES : WAYNE LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ENHANCEMENT BIKE/PEDESTRIAN BRIDGE COMPLETION DATE : 09/30/10 LOCATION : OVER MARTINDALE CREEK ALONG THE ABANDONED PROJECT(S) : 0901795 CSX RAIL CORRIDOR ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION INC $ 281,086.65 100.0000% 2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 309,000.00 109.9305% 3 90-0177865 HIS CONSTRUCTORS LLC $ 364,026.00 129.5067% 4 35-1057871 SMOCK FANSLER CORPORATION $ 690,211.40 245.5511% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 270 -2 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : SR -32830-A COUNTIES : WAYNE LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1151771 |( 3 ) 90-0177865 |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT BIKE/PED BRIDGE | | | 0001 105-06845 LUMP | 2250.00000 2250.00| 1900.00000 1900.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 125.00000 125.00| 150.00000 150.00| 175.00000 175.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 85.00000 510.00| 150.00000 900.00| 90.00000 540.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 14050.00000 14050.00| 15000.00000 15000.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-01015 LUMP | 34820.90000 34820.90| 35000.00000 35000.00| 65000.00000 65000.00 CLEARING AND GRUBBING | | | 0010 203-02000 12.000 CYS | 16.75000 201.00| 40.00000 480.00| 650.00000 7800.00 EXCAVATION, COMMON | | | 0011 205-06937 395.000 LFT | 2.75000 1086.25| 2.70000 1066.50| 2.90000 1145.50 TEMPORARY SILT FENCE | | | 0012 206-51230 46.000 CYS | 20.00000 920.00| 40.00000 1840.00| 77.00000 3542.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 207-08266 43.000 SYS | 25.00000 1075.00| 16.00000 688.00| 38.00000 1634.00 SUBGRADE TREATMENT, TYPE III | | | 0014 211-09266 23.000 CYS | 38.00000 874.00| 40.00000 920.00| 88.00000 2024.00 STRUCTURE BACKFILL, TYPE 3 | | | 0015 301-07448 43.000 TON | 38.00000 1634.00| 40.00000 1720.00| 67.00000 2881.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-07449 6.000 TON | 43.00000 258.00| 40.00000 240.00| 225.00000 1350.00 COMPACTED AGGREGATE, NO. 73 | | | 0017 402-07432 6.000 TON | 145.00000 870.00| 340.00000 2040.00| 155.00000 930.00 HMA SURFACE, TYPE A | | | 0018 402-07435 13.000 TON | 135.00000 1755.00| 190.00000 2470.00| 145.00000 1885.00 HMA INTERMEDIATE, TYPE A | | | 0019 406-05520 0.030 TON | 1000.00000 30.00| 100.00000 3.00| 1090.00000 32.70 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 270 -3 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : SR -32830-A COUNTIES : WAYNE LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1151771 |( 3 ) 90-0177865 |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS IN |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 604-05250 28.000 LFT | 2.75000 77.00| 2.00000 56.00| 2.40000 67.20 PREFORMED JOINT MATERIAL, 1/2 IN. | | | 0021 616-02320 269.000 SYS | 3.00000 807.00| 3.00000 807.00| 2.75000 739.75 GEOTEXTILES | | | 0022 616-06405 267.000 TON | 21.00000 5607.00| 30.00000 8010.00| 27.00000 7209.00 RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH | 625.00000 625.00| 600.00000 600.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-04317 143.000 SYS | 4.50000 643.50| 4.34000 620.62| 4.65000 664.95 MULCHED SEEDING , NO MOW MIX | | | 0025 628-09408 6.000 MOS | 550.00000 3300.00| 450.00000 2700.00| 325.00000 1950.00 MOBILE LAPTOP COMPUTER SYSTEM , ONE EAC | | | 0026 628-09409 6.000 MOS | 47.50000 285.00| 150.00000 900.00| 60.00000 360.00 MOBILE INTERNET SERVICE , ONE EACH | | | 0027 701-51195 206.000 LFT | 58.50000 12051.00| 80.88000 16661.28| 55.00000 11330.00 PILE, STEEL H, HP 12" X 53 | | | 0028 702-51015 22.000 CYS | 460.00000 10120.00| 700.00000 15400.00| 865.00000 19030.00 CONCRETE, B, FOOTINGS | | | 0029 702-90915 20.200 CYS | 325.00000 6565.00| 400.00000 8080.00| 350.00000 7070.00 CONCRETE, A | | | 0030 703-06029 1930.000 LBS | 1.00000 1930.00| 1.29000 2489.70| 1.50000 2895.00 REINFORCING BARS, EPOXY COATED | | | 0031 703-51030 1768.000 LBS | 1.00000 1768.00| 1.22000 2156.96| 1.45000 2563.60 REINFORCING STEEL | | | 0032 706-04683 88.000 LFT | 180.00000 15840.00| 178.00000 15664.00| 190.00000 16720.00 RAILING , TREATED LUMBER, TYPE I | | | 0033 711-02554 LUMP | 158500.00000 158500.00| 162500.00000 162500.00| 179285.30000 179285.30 PEDESTRIAN BRIDGE | | | 0034 711-04121 8.000 EACH | 165.00000 1320.00| 50.00000 400.00| 18.00000 144.00 ANCHOR BOLT, AB1 | | | 0035 711-06055 2.000 EACH | 325.00000 650.00| 2963.97000 5927.94| 60.00000 120.00 COVER PLATE , EMBED | | | 0036 715-05407 107.000 LFT | 5.00000 535.00| 15.00000 1605.00| 12.00000 1284.00 PIPE, END BENT DRAIN, 6 IN. | | | SECTION TOTALS | $ 281,086.65| $ 309,000.00| $ 364,026.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 281,086.65| $ 309,000.00| $ 364,026.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 270 -4 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : SR -32830-A COUNTIES : WAYNE LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 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 BIKE/PED BRIDGE | | | 0001 105-06845 LUMP | 7318.00000 7318.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 220.00000 220.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 55.00000 330.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 69000.00000 69000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0009 201-01015 LUMP | 166076.00000 166076.00| | CLEARING AND GRUBBING | | | 0010 203-02000 12.000 CYS | 1000.00000 12000.00| | EXCAVATION, COMMON | | | 0011 205-06937 395.000 LFT | 5.00000 1975.00| | TEMPORARY SILT FENCE | | | 0012 206-51230 46.000 CYS | 200.00000 9200.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 207-08266 43.000 SYS | 53.00000 2279.00| | SUBGRADE TREATMENT, TYPE III | | | 0014 211-09266 23.000 CYS | 144.00000 3312.00| | STRUCTURE BACKFILL, TYPE 3 | | | 0015 301-07448 43.000 TON | 69.00000 2967.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-07449 6.000 TON | 183.00000 1098.00| | COMPACTED AGGREGATE, NO. 73 | | | 0017 402-07432 6.000 TON | 160.00000 960.00| | HMA SURFACE, TYPE A | | | 0018 402-07435 13.000 TON | 1931.00000 25103.00| | HMA INTERMEDIATE, TYPE A | | | 0019 406-05520 0.030 TON | 1100.00000 33.00| | ASPHALT FOR TACK COAT | | | 0020 604-05250 28.000 LFT | 16.00000 448.00| | PREFORMED JOINT MATERIAL, 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 270 -5 TABULATION OF BIDS CALL ORDER : 270 CONTRACT ID : SR -32830-A COUNTIES : WAYNE LETTING DATE : 01/27/10 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1057871 |( ) |( ) |SMOCK FANSLER CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 616-02320 269.000 SYS | 2.00000 538.00| | GEOTEXTILES | | | 0022 616-06405 267.000 TON | 55.00000 14685.00| | RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH | 550.00000 550.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-04317 143.000 SYS | 25.00000 3575.00| | MULCHED SEEDING , NO MOW MIX | | | 0025 628-09408 6.000 MOS | 300.00000 1800.00| | MOBILE LAPTOP COMPUTER SYSTEM , ONE EAC | | | 0026 628-09409 6.000 MOS | 110.00000 660.00| | MOBILE INTERNET SERVICE , ONE EACH | | | 0027 701-51195 206.000 LFT | 375.00000 77250.00| | PILE, STEEL H, HP 12" X 53 | | | 0028 702-51015 22.000 CYS | 316.00000 6952.00| | CONCRETE, B, FOOTINGS | | | 0029 702-90915 20.200 CYS | 492.00000 9938.40| | CONCRETE, A | | | 0030 703-06029 1930.000 LBS | 1.00000 1930.00| | REINFORCING BARS, EPOXY COATED | | | 0031 703-51030 1768.000 LBS | 1.00000 1768.00| | REINFORCING STEEL | | | 0032 706-04683 88.000 LFT | 200.00000 17600.00| | RAILING , TREATED LUMBER, TYPE I | | | 0033 711-02554 LUMP | 247000.00000 247000.00| | PEDESTRIAN BRIDGE | | | 0034 711-04121 8.000 EACH | 175.00000 1400.00| | ANCHOR BOLT, AB1 | | | 0035 711-06055 2.000 EACH | 800.00000 1600.00| | COVER PLATE , EMBED | | | 0036 715-05407 107.000 LFT | 6.00000 642.00| | PIPE, END BENT DRAIN, 6 IN. | | | SECTION TOTALS | $ 690,211.40| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 690,211.40| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 282 -1 VENDOR RANKING CALL ORDER : 282 CONTRACT ID : SR -32866-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ENHANCEMENT, BIKE/PEDESTRIAN FACILITY COMPLETION DATE : 08/28/10 LOCATION : ON NEW YORK CENTRAL TRAIL FROM WALLEN ROAD PROJECT(S) : 0901831 TO TILL ROAD ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1492793 API CONSTRUCTION CORP $ 543,188.95 100.0000% 2 35-2094565 3D COMPANY INC $ 543,347.57 100.0292% 3 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 546,872.08 100.6781% 4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 563,274.00 103.6976% 5 35-1139301 E & B PAVING INC $ 570,225.58 104.9774% 6 35-1817530 PIONEER ASSOCIATES INC $ 578,948.60 106.5833% 7 35-1636776 LINKEL COMPANY $ 966,023.00 177.8429% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 282 -2 TABULATION OF BIDS CALL ORDER : 282 CONTRACT ID : SR -32866-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-2094565 |( 3 ) 35-1016737 |API CONSTRUCTION CORP |3D COMPANY INC |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 19307.50000 19307.50| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 22000.00000 22000.00| 25839.55000 25839.55| 23000.00000 23000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 40000.00000 40000.00| 16277.10000 16277.10| 17410.00000 17410.00 CLEARING RIGHT OF WAY | | | 0008 203-02000 1881.000 CYS | 16.00000 30096.00| 11.62000 21857.22| 20.50000 38560.50 EXCAVATION, COMMON | | | 0009 205-06937 2525.000 LFT | 1.30000 3282.50| 1.80000 4545.00| 1.30000 3282.50 TEMPORARY SILT FENCE | | | 0010 206-51220 100.000 CYS | 16.00000 1600.00| 23.41000 2341.00| 25.00000 2500.00 EXCAVATION, WET | | | 0011 207-08266 4590.000 SYS | 6.50000 29835.00| 1.77000 8124.30| 8.00000 36720.00 SUBGRADE TREATMENT, TYPE III | | | 0012 211-09264 55.000 CYS | 14.00000 770.00| 34.64000 1905.20| 44.00000 2420.00 STRUCTURE BACKFILL, TYPE 1 | | | 0013 211-09266 1055.000 CYS | 22.00000 23210.00| 17.24000 18188.20| 23.46000 24750.30 STRUCTURE BACKFILL, TYPE 3 | | | 0014 301-07448 1315.000 TON | 17.00000 22355.00| 19.50000 25642.50| 22.00000 28930.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 303-60012 56.000 TON | 19.00000 1064.00| 22.34000 1251.04| 17.00000 952.00 AGGREGATE, 2 | | | 0016 402-07432 290.000 TON | 77.00000 22330.00| 76.65000 22228.50| 91.68000 26587.20 HMA SURFACE, TYPE A | | | 0017 402-07435 495.000 TON | 59.00000 29205.00| 60.90000 30145.50| 70.69000 34991.55 HMA INTERMEDIATE, TYPE A | | | 0018 406-05520 1.000 TON | 500.00000 500.00| 220.00000 220.00| 600.00000 600.00 ASPHALT FOR TACK COAT | | | 0019 601-95344 1010.000 LFT | 98.00000 98980.00| 114.45000 115594.50| 97.50000 98475.00 HANDRAIL, PEDESTRIAN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 282 -3 TABULATION OF BIDS CALL ORDER : 282 CONTRACT ID : SR -32866-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-2094565 |( 3 ) 35-1016737 |API CONSTRUCTION CORP |3D COMPANY INC |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 604-07897 43.000 SYS | 150.00000 6450.00| 176.41000 7585.63| 125.00000 5375.00 CURB RAMP, CONCRETE, C , MODIFIED | | | 0021 605-92800 40.000 LFT | 30.00000 1200.00| 36.19000 1447.60| 30.00000 1200.00 CURB AND GUTTER, COMBINED, B, MODIFIED | | | 0022 616-02320 10.000 SYS | 1.00000 10.00| 5.52000 55.20| 15.00000 150.00 GEOTEXTILES | | | 0024 621-01004 1.000 EACH | 350.00000 350.00| 862.50000 862.50| 350.00000 350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-02770 1275.000 SYS | 1.60000 2040.00| 1.49000 1899.75| 1.60000 2040.00 EROSION CONTROL BLANKET | | | 0026 621-06545 1.000 TON | 1200.00000 1200.00| 880.00000 880.00| 1200.00000 1200.00 FERTILIZER | | | 0027 621-06554 67.000 LBS | 6.50000 435.50| 13.20000 884.40| 6.50000 435.50 SEED MIXTURE, U | | | 0028 621-06565 1.000 TON | 475.00000 475.00| 797.50000 797.50| 475.00000 475.00 MULCHING MATERIAL | | | 0029 628-09408 9.000 MOS | 200.00000 1800.00| 268.33000 2414.97| 135.00000 1215.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0030 628-09409 9.000 MOS | 50.00000 450.00| 351.39000 3162.51| 100.00000 900.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0031 715-03475 1.000 EACH | 560.00000 560.00| 576.15000 576.15| 560.00000 560.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0032 715-05032 88.000 LFT | 35.00000 3080.00| 30.58000 2691.04| 47.64000 4192.32 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0033 715-05119 19.000 LFT | 35.00000 665.00| 38.25000 726.75| 41.84000 794.96 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0034 715-05149 96.000 LFT | 30.00000 2880.00| 29.23000 2806.08| 40.00000 3840.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0035 715-91361 200.000 LFT | 20.00000 4000.00| 34.10000 6820.00| 19.52000 3904.00 PIPE, PVC, 6 IN. | | | 0036 720-44000 1.000 EACH | 250.00000 250.00| 345.00000 345.00| 400.00000 400.00 CASTING, ADJUST TO GRADE | | | 0037 720-45030 2.000 EACH | 1200.00000 2400.00| 1631.28000 3262.56| 1200.00000 2400.00 INLET, E7 | | | 0038 732-08419 584.000 SYS | 53.00000 30952.00| 53.49000 31238.16| 49.14000 28697.76 MODULAR BLOCK WALL | | | 0039 732-08420 330.300 SYS | 61.00000 20148.30| 62.80000 20742.84| 59.77000 19742.03 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0040 732-08421 914.300 SYS | 95.00000 86858.50| 101.52000 92819.74| 91.20000 83384.16 MODULAR BLOCK WALL ERECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 282 -4 TABULATION OF BIDS CALL ORDER : 282 CONTRACT ID : SR -32866-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-2094565 |( 3 ) 35-1016737 |API CONSTRUCTION CORP |3D COMPANY INC |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 801-03290 6.000 EACH | 123.00000 738.00| 110.00000 660.00| 100.00000 600.00 CONSTRUCTION SIGN, C | | | 0042 801-06640 12.000 EACH | 103.00000 1236.00| 94.60000 1135.20| 86.00000 1032.00 CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP | 13212.00000 13212.00| 3497.20000 3497.20| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0044 802-03896 4.000 EACH | 60.00000 240.00| 357.00000 1428.00| 60.00000 240.00 BOLLARD , WOOD, 6 IN. | | | 0045 802-05704 133.000 LFT | 8.80000 1170.40| 18.90000 2513.70| 11.00000 1463.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0046 802-09838 203.000 SFT | 12.55000 2547.65| 21.00000 4263.00| 11.50000 2334.50 SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0047 805-04808 2.000 EACH | 5275.00000 10550.00| 4200.00000 8400.00| 5275.00000 10550.00 PEDESTRIAN SIGNAL , AMBER/RED FLASHER, | | | MOTION SENSOR | | | 0048 805-96014 120.000 LFT | 2.00000 240.00| 2.88000 345.60| 3.00000 360.00 SAW CUT, FULL DEPTH | | | 0050 808-02976 4.000 EACH | 63.00000 252.00| 72.60000 290.40| 66.00000 264.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, (HWY), 4 FT. | | | 0051 808-02977 4.000 EACH | 78.00000 312.00| 83.60000 334.40| 76.00000 304.00 TRANSVERSE MARKING, THERMOPLASTIC, BIKE | | | SYMBOL | | | 0052 808-03114 4.000 EACH | 89.00000 356.00| 151.80000 607.20| 138.00000 552.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 8 FT. | | | 0053 808-03115 4.000 EACH | 65.00000 260.00| 91.30000 365.20| 83.00000 332.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (XING), 4 FT. | | | 0054 808-03439 168.000 LFT | 3.45000 579.60| 6.16000 1034.88| 5.60000 940.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0055 808-75240 650.000 LFT | 0.56000 364.00| 0.79000 513.50| 0.72000 468.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0056 808-75245 200.000 LFT | 0.56000 112.00| 0.79000 158.00| 0.72000 144.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0057 808-75297 30.000 LFT | 3.45000 103.50| 5.50000 165.00| 5.00000 150.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 282 -5 TABULATION OF BIDS CALL ORDER : 282 CONTRACT ID : SR -32866-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-2094565 |( 3 ) 35-1016737 |API CONSTRUCTION CORP |3D COMPANY INC |WAYNE ASPHALT & CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 616-06451 6.000 TON | 85.00000 510.00| 39.10000 234.60| 61.50000 369.00 RIPRAP, UNIFORM | | | 0059 621-06570 240.000 CYS | 18.00000 4320.00| 43.35000 10404.00| 32.00000 7680.00 TOP SOIL | | | 0060 712-03812 2.000 EACH | 1175.00000 2350.00| 976.60000 1953.20| 1175.00000 2350.00 BENCH | | | 0061 805-01844 300.000 LFT | 10.00000 3000.00| 12.60000 3780.00| 10.00000 3000.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0062 805-78445 1.000 EACH | 575.00000 575.00| 770.00000 770.00| 575.00000 575.00 SIGNAL SERVICE | | | 0063 807-02191 1.000 EACH | 600.00000 600.00| 935.00000 935.00| 600.00000 600.00 HANDHOLE, LIGHTING | | | 0064 805-78485 200.000 LFT | 1.75000 350.00| 2.20000 440.00| 1.75000 350.00 SIGNAL CABLE, 5C 14GA. | | | 0065 805-78467 100.000 LFT | 2.75000 275.00| 3.30000 330.00| 2.75000 275.00 SIGNAL CABLE, 3C 8GA. | | | 0066 805-78010 1.000 EACH | 2500.00000 2500.00| 3300.00000 3300.00| 2500.00000 2500.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | SECTION TOTALS | $ 543,188.95| $ 543,347.57| $ 546,872.08 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 543,188.95| $ 543,347.57| $ 546,872.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 282 -6 TABULATION OF BIDS CALL ORDER : 282 CONTRACT ID : SR -32866-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 35-1139301 |( 6 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 3000.00000 3000.00| 3950.00000 3950.00| 3950.00000 3950.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 27000.00000 27000.00| 28500.00000 28500.00| 33000.00000 33000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 33000.00000 33000.00| 34000.00000 34000.00| 34000.00000 34000.00 CLEARING RIGHT OF WAY | | | 0008 203-02000 1881.000 CYS | 28.00000 52668.00| 19.00000 35739.00| 24.00000 45144.00 EXCAVATION, COMMON | | | 0009 205-06937 2525.000 LFT | 1.30000 3282.50| 1.44000 3636.00| 1.50000 3787.50 TEMPORARY SILT FENCE | | | 0010 206-51220 100.000 CYS | 17.00000 1700.00| 22.00000 2200.00| 40.00000 4000.00 EXCAVATION, WET | | | 0011 207-08266 4590.000 SYS | 10.00000 45900.00| 9.00000 41310.00| 2.00000 9180.00 SUBGRADE TREATMENT, TYPE III | | | 0012 211-09264 55.000 CYS | 25.00000 1375.00| 13.00000 715.00| 25.00000 1375.00 STRUCTURE BACKFILL, TYPE 1 | | | 0013 211-09266 1055.000 CYS | 21.00000 22155.00| 23.46000 24750.30| 48.00000 50640.00 STRUCTURE BACKFILL, TYPE 3 | | | 0014 301-07448 1315.000 TON | 17.00000 22355.00| 25.00000 32875.00| 21.00000 27615.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 303-60012 56.000 TON | 15.00000 840.00| 20.00000 1120.00| 20.00000 1120.00 AGGREGATE, 2 | | | 0016 402-07432 290.000 TON | 70.00000 20300.00| 73.00000 21170.00| 66.00000 19140.00 HMA SURFACE, TYPE A | | | 0017 402-07435 495.000 TON | 53.00000 26235.00| 58.00000 28710.00| 54.00000 26730.00 HMA INTERMEDIATE, TYPE A | | | 0018 406-05520 1.000 TON | 10.00000 10.00| 200.00000 200.00| 10.00000 10.00 ASPHALT FOR TACK COAT | | | 0019 601-95344 1010.000 LFT | 104.00000 105040.00| 109.00000 110090.00| 50.00000 50500.00 HANDRAIL, PEDESTRIAN | | | 0020 604-07897 43.000 SYS | 125.00000 5375.00| 160.33000 6894.19| 115.00000 4945.00 CURB RAMP, CONCRETE, C , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 282 -7 TABULATION OF BIDS CALL ORDER : 282 CONTRACT ID : SR -32866-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 35-1139301 |( 6 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 605-92800 40.000 LFT | 20.00000 800.00| 49.24000 1969.60| 28.00000 1120.00 CURB AND GUTTER, COMBINED, B, MODIFIED | | | 0022 616-02320 10.000 SYS | 1.00000 10.00| 9.00000 90.00| 5.00000 50.00 GEOTEXTILES | | | 0024 621-01004 1.000 EACH | 350.00000 350.00| 450.00000 450.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-02770 1275.000 SYS | 1.60000 2040.00| 1.44000 1836.00| 1.44000 1836.00 EROSION CONTROL BLANKET | | | 0026 621-06545 1.000 TON | 1200.00000 1200.00| 600.00000 600.00| 600.00000 600.00 FERTILIZER | | | 0027 621-06554 67.000 LBS | 10.00000 670.00| 13.20000 884.40| 14.00000 938.00 SEED MIXTURE, U | | | 0028 621-06565 1.000 TON | 500.00000 500.00| 560.00000 560.00| 560.00000 560.00 MULCHING MATERIAL | | | 0029 628-09408 9.000 MOS | 100.00000 900.00| 300.00000 2700.00| 225.00000 2025.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0030 628-09409 9.000 MOS | 40.00000 360.00| 100.00000 900.00| 40.00000 360.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0031 715-03475 1.000 EACH | 500.00000 500.00| 977.00000 977.00| 370.00000 370.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0032 715-05032 88.000 LFT | 35.00000 3080.00| 28.00000 2464.00| 24.00000 2112.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0033 715-05119 19.000 LFT | 35.00000 665.00| 32.00000 608.00| 34.00000 646.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0034 715-05149 96.000 LFT | 33.00000 3168.00| 27.00000 2592.00| 22.00000 2112.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0035 715-91361 200.000 LFT | 20.00000 4000.00| 25.00000 5000.00| 45.00000 9000.00 PIPE, PVC, 6 IN. | | | 0036 720-44000 1.000 EACH | 120.00000 120.00| 250.00000 250.00| 175.00000 175.00 CASTING, ADJUST TO GRADE | | | 0037 720-45030 2.000 EACH | 1500.00000 3000.00| 1000.00000 2000.00| 750.00000 1500.00 INLET, E7 | | | 0038 732-08419 584.000 SYS | 51.00000 29784.00| 49.14000 28697.76| 47.00000 27448.00 MODULAR BLOCK WALL | | | 0039 732-08420 330.300 SYS | 59.00000 19487.70| 59.77000 19742.03| 85.00000 28075.50 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0040 732-08421 914.300 SYS | 91.10000 83292.73| 91.20000 83384.16| 150.00000 137145.00 MODULAR BLOCK WALL ERECTION | | | 0041 801-03290 6.000 EACH | 133.00000 798.00| 133.00000 798.00| 133.00000 798.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 282 -8 TABULATION OF BIDS CALL ORDER : 282 CONTRACT ID : SR -32866-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 35-1139301 |( 6 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 801-06640 12.000 EACH | 103.00000 1236.00| 103.00000 1236.00| 103.00000 1236.00 CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP | 2144.97000 2144.97| 4200.00000 4200.00| 1600.00000 1600.00 MAINTAINING TRAFFIC | | | 0044 802-03896 4.000 EACH | 60.00000 240.00| 60.00000 240.00| 450.00000 1800.00 BOLLARD , WOOD, 6 IN. | | | 0045 802-05704 133.000 LFT | 11.00000 1463.00| 11.00000 1463.00| 11.00000 1463.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0046 802-09838 203.000 SFT | 11.50000 2334.50| 11.50000 2334.50| 14.00000 2842.00 SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0047 805-04808 2.000 EACH | 5275.00000 10550.00| 5275.00000 10550.00| 4000.00000 8000.00 PEDESTRIAN SIGNAL , AMBER/RED FLASHER, | | | MOTION SENSOR | | | 0048 805-96014 120.000 LFT | 2.00000 240.00| 3.00000 360.00| 6.00000 720.00 SAW CUT, FULL DEPTH | | | 0050 808-02976 4.000 EACH | 63.00000 252.00| 63.00000 252.00| 63.00000 252.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, (HWY), 4 FT. | | | 0051 808-02977 4.000 EACH | 78.00000 312.00| 78.00000 312.00| 78.00000 312.00 TRANSVERSE MARKING, THERMOPLASTIC, BIKE | | | SYMBOL | | | 0052 808-03114 4.000 EACH | 89.00000 356.00| 89.00000 356.00| 89.00000 356.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 8 FT. | | | 0053 808-03115 4.000 EACH | 65.00000 260.00| 65.00000 260.00| 65.00000 260.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (XING), 4 FT. | | | 0054 808-03439 168.000 LFT | 3.45000 579.60| 3.45000 579.60| 3.45000 579.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0055 808-75240 650.000 LFT | 0.55000 357.50| 0.56000 364.00| 0.55000 357.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0056 808-75245 200.000 LFT | 0.55000 110.00| 0.55000 110.00| 0.55000 110.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0057 808-75297 30.000 LFT | 3.45000 103.50| 3.45000 103.50| 3.45000 103.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0058 616-06451 6.000 TON | 65.00000 390.00| 70.00000 420.00| 41.00000 246.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 282 -9 TABULATION OF BIDS CALL ORDER : 282 CONTRACT ID : SR -32866-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 35-1139301 |( 6 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 621-06570 240.000 CYS | 32.00000 7680.00| 19.00000 4560.00| 50.00000 12000.00 TOP SOIL | | | 0060 712-03812 2.000 EACH | 1200.00000 2400.00| 1429.27000 2858.54| 2700.00000 5400.00 BENCH | | | 0061 805-01844 300.000 LFT | 10.00000 3000.00| 10.00000 3000.00| 12.00000 3600.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0062 805-78445 1.000 EACH | 575.00000 575.00| 575.00000 575.00| 700.00000 700.00 SIGNAL SERVICE | | | 0063 807-02191 1.000 EACH | 600.00000 600.00| 600.00000 600.00| 850.00000 850.00 HANDHOLE, LIGHTING | | | 0064 805-78485 200.000 LFT | 1.75000 350.00| 1.75000 350.00| 2.00000 400.00 SIGNAL CABLE, 5C 14GA. | | | 0065 805-78467 100.000 LFT | 2.75000 275.00| 2.75000 275.00| 3.00000 300.00 SIGNAL CABLE, 3C 8GA. | | | 0066 805-78010 1.000 EACH | 2500.00000 2500.00| 2500.00000 2500.00| 3000.00000 3000.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | SECTION TOTALS | $ 563,274.00| $ 570,225.58| $ 578,948.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 563,274.00| $ 570,225.58| $ 578,948.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 282 -10 TABULATION OF BIDS CALL ORDER : 282 CONTRACT ID : SR -32866-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 53500.00000 53500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 50000.00000 50000.00| | CLEARING RIGHT OF WAY | | | 0008 203-02000 1881.000 CYS | 20.00000 37620.00| | EXCAVATION, COMMON | | | 0009 205-06937 2525.000 LFT | 2.00000 5050.00| | TEMPORARY SILT FENCE | | | 0010 206-51220 100.000 CYS | 25.00000 2500.00| | EXCAVATION, WET | | | 0011 207-08266 4590.000 SYS | 5.00000 22950.00| | SUBGRADE TREATMENT, TYPE III | | | 0012 211-09264 55.000 CYS | 25.00000 1375.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0013 211-09266 1055.000 CYS | 35.00000 36925.00| | STRUCTURE BACKFILL, TYPE 3 | | | 0014 301-07448 1315.000 TON | 25.00000 32875.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 303-60012 56.000 TON | 30.00000 1680.00| | AGGREGATE, 2 | | | 0016 402-07432 290.000 TON | 137.00000 39730.00| | HMA SURFACE, TYPE A | | | 0017 402-07435 495.000 TON | 110.00000 54450.00| | HMA INTERMEDIATE, TYPE A | | | 0018 406-05520 1.000 TON | 1050.00000 1050.00| | ASPHALT FOR TACK COAT | | | 0019 601-95344 1010.000 LFT | 150.00000 151500.00| | HANDRAIL, PEDESTRIAN | | | 0020 604-07897 43.000 SYS | 150.00000 6450.00| | CURB RAMP, CONCRETE, C , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 282 -11 TABULATION OF BIDS CALL ORDER : 282 CONTRACT ID : SR -32866-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 605-92800 40.000 LFT | 25.00000 1000.00| | CURB AND GUTTER, COMBINED, B, MODIFIED | | | 0022 616-02320 10.000 SYS | 2.00000 20.00| | GEOTEXTILES | | | 0024 621-01004 1.000 EACH | 1500.00000 1500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-02770 1275.000 SYS | 2.00000 2550.00| | EROSION CONTROL BLANKET | | | 0026 621-06545 1.000 TON | 1000.00000 1000.00| | FERTILIZER | | | 0027 621-06554 67.000 LBS | 10.00000 670.00| | SEED MIXTURE, U | | | 0028 621-06565 1.000 TON | 500.00000 500.00| | MULCHING MATERIAL | | | 0029 628-09408 9.000 MOS | 450.00000 4050.00| | MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0030 628-09409 9.000 MOS | 150.00000 1350.00| | MOBILE INTERNET SERVICE , 1 EACH | | | 0031 715-03475 1.000 EACH | 500.00000 500.00| | SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0032 715-05032 88.000 LFT | 35.00000 3080.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0033 715-05119 19.000 LFT | 40.00000 760.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0034 715-05149 96.000 LFT | 40.00000 3840.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0035 715-91361 200.000 LFT | 25.00000 5000.00| | PIPE, PVC, 6 IN. | | | 0036 720-44000 1.000 EACH | 2500.00000 2500.00| | CASTING, ADJUST TO GRADE | | | 0037 720-45030 2.000 EACH | 1500.00000 3000.00| | INLET, E7 | | | 0038 732-08419 584.000 SYS | 150.00000 87600.00| | MODULAR BLOCK WALL | | | 0039 732-08420 330.300 SYS | 160.00000 52848.00| | MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0040 732-08421 914.300 SYS | 170.00000 155431.00| | MODULAR BLOCK WALL ERECTION | | | 0041 801-03290 6.000 EACH | 300.00000 1800.00| | CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 282 -12 TABULATION OF BIDS CALL ORDER : 282 CONTRACT ID : SR -32866-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 801-06640 12.000 EACH | 300.00000 3600.00| | CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP | 25000.00000 25000.00| | MAINTAINING TRAFFIC | | | 0044 802-03896 4.000 EACH | 500.00000 2000.00| | BOLLARD , WOOD, 6 IN. | | | 0045 802-05704 133.000 LFT | 20.00000 2660.00| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0046 802-09838 203.000 SFT | 20.00000 4060.00| | SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0047 805-04808 2.000 EACH | 5000.00000 10000.00| | PEDESTRIAN SIGNAL , AMBER/RED FLASHER, | | | MOTION SENSOR | | | 0048 805-96014 120.000 LFT | 5.00000 600.00| | SAW CUT, FULL DEPTH | | | 0050 808-02976 4.000 EACH | 250.00000 1000.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, (HWY), 4 FT. | | | 0051 808-02977 4.000 EACH | 250.00000 1000.00| | TRANSVERSE MARKING, THERMOPLASTIC, BIKE | | | SYMBOL | | | 0052 808-03114 4.000 EACH | 250.00000 1000.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 8 FT. | | | 0053 808-03115 4.000 EACH | 250.00000 1000.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (XING), 4 FT. | | | 0054 808-03439 168.000 LFT | 15.00000 2520.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0055 808-75240 650.000 LFT | 3.50000 2275.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0056 808-75245 200.000 LFT | 3.50000 700.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0057 808-75297 30.000 LFT | 15.00000 450.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0058 616-06451 6.000 TON | 50.00000 300.00| | RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 282 -13 TABULATION OF BIDS CALL ORDER : 282 CONTRACT ID : SR -32866-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 621-06570 240.000 CYS | 50.00000 12000.00| | TOP SOIL | | | 0060 712-03812 2.000 EACH | 2500.00000 5000.00| | BENCH | | | 0061 805-01844 300.000 LFT | 15.00000 4500.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0062 805-78445 1.000 EACH | 3500.00000 3500.00| | SIGNAL SERVICE | | | 0063 807-02191 1.000 EACH | 800.00000 800.00| | HANDHOLE, LIGHTING | | | 0064 805-78485 200.000 LFT | 8.00000 1600.00| | SIGNAL CABLE, 5C 14GA. | | | 0065 805-78467 100.000 LFT | 8.00000 800.00| | SIGNAL CABLE, 3C 8GA. | | | 0066 805-78010 1.000 EACH | 3000.00000 3000.00| | CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | SECTION TOTALS | $ 966,023.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 966,023.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 284 -1 VENDOR RANKING CALL ORDER : 284 CONTRACT ID : SR -32867-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : BIKE AND PEDESTRIAN ENHANCEMENT COMPLETION DATE : 08/14/10 LOCATION : ON COVINGTON ROAD TRAIL FROM EGGEMAN ROAD TO SYCAMORE PROJECT(S) : 0901783 HILLS DRIVE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 514,170.60 100.0000% 2 35-1817530 PIONEER ASSOCIATES INC $ 544,521.20 105.9028% 3 35-2094565 3D COMPANY INC $ 613,689.80 119.3553% 4 35-1374866 PRIMCO INC $ 629,864.00 122.5010% 5 35-1128289 BEATY CONSTRUCTION INC $ 706,503.26 137.4064% 6 35-1636776 LINKEL COMPANY $ 999,798.60 194.4488% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 284 -2 TABULATION OF BIDS CALL ORDER : 284 CONTRACT ID : SR -32867-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1817530 |( 3 ) 35-2094565 |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC |3D COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE AND PEDESTRIAN ENHANCEMENT | | | 0001 105-06845 LUMP | 4365.30000 4365.30| 3800.00000 3800.00| 5750.00000 5750.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 40.00000 40.00| 215.00000 215.00| 575.00000 575.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 9.000 MOS | 35.00000 315.00| 140.00000 1260.00| 143.75000 1293.75 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 25000.00000 25000.00| 19000.00000 19000.00| 21575.90000 21575.90 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 7500.00000 7500.00| 13700.00000 13700.00| 9699.10000 9699.10 CLEARING RIGHT OF WAY | | | 0011 202-02240 18.000 SYS | 6.00000 108.00| 50.00000 900.00| 35.84000 645.12 PAVEMENT REMOVAL | | | 0012 202-96133 46.000 LFT | 20.00000 920.00| 21.00000 966.00| 19.09000 878.14 PIPE, REMOVE | | | 0013 203-02000 1499.000 CYS | 16.00000 23984.00| 10.00000 14990.00| 21.29000 31913.71 EXCAVATION, COMMON | | | 0014 203-02070 2557.000 CYS | 15.00000 38355.00| 17.00000 43469.00| 14.92000 38150.44 BORROW | | | 0015 203-02070 200.000 CYS | 15.00000 3000.00| 20.00000 4000.00| 17.97000 3594.00 BORROW , UNDISTRIBUTED | | | 0016 205-02237 8.000 EACH | 65.00000 520.00| 150.00000 1200.00| 109.25000 874.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 205-06937 1117.000 LFT | 1.30000 1452.10| 1.50000 1675.50| 1.99000 2222.83 TEMPORARY SILT FENCE | | | 0018 205-09543 100.000 TON | 14.00000 1400.00| 30.00000 3000.00| 22.35000 2235.00 NO 2 STONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 284 -3 TABULATION OF BIDS CALL ORDER : 284 CONTRACT ID : SR -32867-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1817530 |( 3 ) 35-2094565 |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC |3D COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 206-51230 210.000 CYS | 28.00000 5880.00| 33.00000 6930.00| 15.29000 3210.90 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 207-08267 78.000 SYS | 10.00000 780.00| 8.00000 624.00| 14.39000 1122.42 SUBGRADE TREATMENT, TYPE IIIA | | | 0021 211-02050 200.000 CYS | 49.00000 9800.00| 28.00000 5600.00| 25.76000 5152.00 B BORROW | | | 0022 211-07454 190.000 CYS | 40.00000 7600.00| 61.00000 11590.00| 30.49000 5793.10 STRUCTURE BACKFILL | | | 0023 211-09264 10.000 CYS | 40.00000 400.00| 60.00000 600.00| 33.66000 336.60 STRUCTURE BACKFILL, TYPE 1 | | | 0024 301-07448 694.000 TON | 20.00000 13880.00| 20.00000 13880.00| 18.84000 13074.96 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 303-08210 100.000 TON | 17.00000 1700.00| 28.00000 2800.00| 25.59000 2559.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0026 306-08034 654.000 SYS | 2.25000 1471.50| 9.00000 5886.00| 4.20000 2746.80 MILLING, ASPHALT, 1 1/2 IN. | | | 0027 402-07432 107.000 TON | 68.00000 7276.00| 65.00000 6955.00| 74.55000 7976.85 HMA SURFACE, TYPE A | | | 0028 402-07433 100.000 TON | 68.00000 6800.00| 65.00000 6500.00| 82.80000 8280.00 HMA SURFACE, TYPE B | | | 0029 402-07435 217.000 TON | 50.00000 10850.00| 52.00000 11284.00| 63.00000 13671.00 HMA INTERMEDIATE, TYPE A | | | 0030 406-05520 0.500 TON | 10.00000 5.00| 10.00000 5.00| 210.00000 105.00 ASPHALT FOR TACK COAT | | | 0031 502-08202 371.000 SYS | 28.00000 10388.00| 40.00000 14840.00| 51.62000 19151.02 PCCP, 10.5 IN. | | | 0032 603-93373 310.000 LFT | 95.00000 29450.00| 48.00000 14880.00| 136.50000 42315.00 FENCE, PEDESTRIAN | | | 0033 604-07901 35.000 SYS | 125.00000 4375.00| 180.00000 6300.00| 149.50000 5232.50 CURB RAMP, CONCRETE, G | | | 0034 604-91531 64.000 SYS | 45.00000 2880.00| 33.00000 2112.00| 44.07000 2820.48 SIDEWALK, CONCRETE, 4 IN. | | | 0035 605-06120 1885.000 LFT | 9.00000 16965.00| 12.00000 22620.00| 23.79000 44844.15 CURB, CONCRETE | | | 0036 610-08446 130.000 SYS | 60.00000 7800.00| 40.00000 5200.00| 49.72000 6463.60 PCCP FOR APPROACHES, 6 IN. | | | 0037 616-05688 58.000 TON | 55.00000 3190.00| 40.00000 2320.00| 66.46000 3854.68 RIPRAP, CLASS 1 | | | 0038 621-01004 1.000 EACH | 350.00000 350.00| 750.00000 750.00| 495.00000 495.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 284 -4 TABULATION OF BIDS CALL ORDER : 284 CONTRACT ID : SR -32867-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1817530 |( 3 ) 35-2094565 |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC |3D COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 621-01004 1.000 EACH | 400.00000 400.00| 750.00000 750.00| 495.00000 495.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING , TEMPORARY SEEDING | | | 0040 621-06560 3396.000 SYS | 1.00000 3396.00| 0.55000 1867.80| 0.83000 2818.68 MULCHED SEEDING, U | | | 0041 621-06560 3396.000 SYS | 0.50000 1698.00| 0.55000 1867.80| 0.77000 2614.92 MULCHED SEEDING, U , TEMPORARY SEEDING | | | 0042 621-06570 569.000 CYS | 32.00000 18208.00| 25.00000 14225.00| 40.53000 23061.57 TOP SOIL | | | 0043 628-09402 9.000 MOS | 1.00000 9.00| 2800.00000 25200.00| 2556.71000 23010.39 FIELD OFFICE, B | | | 0044 628-09408 9.000 MOS | 150.00000 1350.00| 300.00000 2700.00| 351.39000 3162.51 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0045 702-51005 10.000 CYS | 1275.00000 12750.00| 1500.00000 15000.00| 808.08000 8080.80 CONCRETE, A, SUBSTRUCTURE | | | 0046 703-06028 866.000 LBS | 0.50000 433.00| 2.85000 2468.10| 1.11000 961.26 REINFORCING BARS | | | 0047 703-06029 1370.000 LBS | 0.75000 1027.50| 2.85000 3904.50| 1.14000 1561.80 REINFORCING BARS, EPOXY COATED | | | 0048 704-51002 9.100 CYS | 600.00000 5460.00| 700.00000 6370.00| 408.19000 3714.53 CONCRETE, C, SUPERSTRUCTURE | | | 0049 711-04845 LUMP | 50000.00000 50000.00| 47000.00000 47000.00| 43337.70000 43337.70 BRIDGE, STEEL TRUSS, PRE-ENGINEERED | | | 0050 715-05149 610.000 LFT | 40.00000 24400.00| 22.00000 13420.00| 25.68000 15664.80 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0051 715-46000 2.000 EACH | 150.00000 300.00| 200.00000 400.00| 256.45000 512.90 PIPE END SECTION, 12 IN. | | | 0052 720-44025 6.000 EACH | 500.00000 3000.00| 425.00000 2550.00| 453.48000 2720.88 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | , FORT WAYNE 2502 | | | 0053 720-44055 6.000 EACH | 600.00000 3600.00| 600.00000 3600.00| 614.48000 3686.88 CASTING, 10, FURNISH AND ADJUST TO | | | GRADE , FORT WAYNE E | | | 0054 720-90017 5.000 EACH | 1000.00000 5000.00| 1000.00000 5000.00| 1338.85000 6694.25 INLET, J | | | 0055 720-91051 2.000 EACH | 1000.00000 2000.00| 900.00000 1800.00| 1035.15000 2070.30 INLET, A | | | 0056 720-94157 9.000 EACH | 1500.00000 13500.00| 1750.00000 15750.00| 1531.34000 13782.06 MANHOLE, C | | | 0058 732-08419 55.000 SYS | 60.00000 3300.00| 52.00000 2860.00| 59.07000 3248.85 MODULAR BLOCK WALL | | | 0059 732-08420 550.000 SYS | 78.00000 42900.00| 58.00000 31900.00| 64.52000 35486.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 284 -5 TABULATION OF BIDS CALL ORDER : 284 CONTRACT ID : SR -32867-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1817530 |( 3 ) 35-2094565 |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC |3D COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 732-09163 1.000 EACH | 3300.00000 3300.00| 3290.00000 3290.00| 22525.12000 22525.12 TEST , GEOTECH REPORT | | | 0061 801-06640 24.000 EACH | 78.00000 1872.00| 105.00000 2520.00| 81.90000 1965.60 CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP | 2000.00000 2000.00| 21500.00000 21500.00| 4554.00000 4554.00 MAINTAINING TRAFFIC | | | 0063 801-07118 72.000 LFT | 4.30000 309.60| 8.00000 576.00| 4.51000 324.72 BARRICADE, III-A | | | 0064 801-07119 48.000 LFT | 5.90000 283.20| 9.00000 432.00| 6.20000 297.60 BARRICADE, III-B | | | 0065 802-03896 2.000 EACH | 1100.00000 2200.00| 1200.00000 2400.00| 1365.00000 2730.00 BOLLARD | | | 0066 802-05704 90.000 LFT | 11.00000 990.00| 7.55000 679.50| 9.32000 838.80 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0067 802-91122 6.000 EACH | 75.00000 450.00| 90.00000 540.00| 73.50000 441.00 SIGN, GROUND MOUNTED, RESET | | | 0068 805-96014 1900.000 LFT | 1.00000 1900.00| 1.50000 2850.00| 2.30000 4370.00 SAW CUT, FULL DEPTH | | | 0069 808-06705 24.000 LFT | 1.85000 44.40| 1.00000 24.00| 1.94000 46.56 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0070 808-94435 2.000 EACH | 303.00000 606.00| 200.00000 400.00| 318.15000 636.30 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (STOP) | | | 0071 808-99077 260.000 LFT | 10.00000 2600.00| 2.00000 520.00| 10.50000 2730.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 24 IN. | | | 0072 732-08421 603.000 SYS | 93.00000 56079.00| 100.00000 60300.00| 110.99000 66926.97 MODULAR BLOCK WALL ERECTION | | | SECTION TOTALS | $ 514,170.60| $ 544,521.20| $ 613,689.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 514,170.60| $ 544,521.20| $ 613,689.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 284 -6 TABULATION OF BIDS CALL ORDER : 284 CONTRACT ID : SR -32867-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1374866 |( 5 ) 35-1128289 |( 6 ) 35-1636776 |PRIMCO INC |BEATY CONSTRUCTION INC |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE AND PEDESTRIAN ENHANCEMENT | | | 0001 105-06845 LUMP | 26000.00000 26000.00| 8500.00000 8500.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 285.00000 285.00| 150.00000 150.00| 150.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 9.000 MOS | 142.50000 1282.50| 85.00000 765.00| 150.00000 1350.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 31493.20000 31493.20| 35325.00000 35325.00| 53500.00000 53500.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 18750.00000 18750.00| 10595.00000 10595.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0011 202-02240 18.000 SYS | 22.00000 396.00| 28.00000 504.00| 20.00000 360.00 PAVEMENT REMOVAL | | | 0012 202-96133 46.000 LFT | 10.00000 460.00| 19.00000 874.00| 20.00000 920.00 PIPE, REMOVE | | | 0013 203-02000 1499.000 CYS | 17.55000 26307.45| 11.25000 16863.75| 20.00000 29980.00 EXCAVATION, COMMON | | | 0014 203-02070 2557.000 CYS | 9.00000 23013.00| 19.00000 48583.00| 5.00000 12785.00 BORROW | | | 0015 203-02070 200.000 CYS | 11.00000 2200.00| 22.00000 4400.00| 5.00000 1000.00 BORROW , UNDISTRIBUTED | | | 0016 205-02237 8.000 EACH | 65.00000 520.00| 160.00000 1280.00| 5100.00000 40800.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 205-06937 1117.000 LFT | 2.32000 2591.44| 1.70000 1898.90| 2.00000 2234.00 TEMPORARY SILT FENCE | | | 0018 205-09543 100.000 TON | 22.00000 2200.00| 35.00000 3500.00| 25.00000 2500.00 NO 2 STONE | | | 0019 206-51230 210.000 CYS | 11.76000 2469.60| 51.50000 10815.00| 30.00000 6300.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 284 -7 TABULATION OF BIDS CALL ORDER : 284 CONTRACT ID : SR -32867-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1374866 |( 5 ) 35-1128289 |( 6 ) 35-1636776 |PRIMCO INC |BEATY CONSTRUCTION INC |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08267 78.000 SYS | 12.12000 945.36| 13.25000 1033.50| 15.00000 1170.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0021 211-02050 200.000 CYS | 20.60000 4120.00| 24.50000 4900.00| 15.00000 3000.00 B BORROW | | | 0022 211-07454 190.000 CYS | 24.00000 4560.00| 21.00000 3990.00| 25.00000 4750.00 STRUCTURE BACKFILL | | | 0023 211-09264 10.000 CYS | 32.00000 320.00| 50.00000 500.00| 30.00000 300.00 STRUCTURE BACKFILL, TYPE 1 | | | 0024 301-07448 694.000 TON | 21.25000 14747.50| 20.25000 14053.50| 25.00000 17350.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 303-08210 100.000 TON | 24.00000 2400.00| 26.50000 2650.00| 25.00000 2500.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0026 306-08034 654.000 SYS | 4.00000 2616.00| 7.75000 5068.50| 4.00000 2616.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0027 402-07432 107.000 TON | 71.00000 7597.00| 70.00000 7490.00| 146.00000 15622.00 HMA SURFACE, TYPE A | | | 0028 402-07433 100.000 TON | 72.00000 7200.00| 70.00000 7000.00| 146.00000 14600.00 HMA SURFACE, TYPE B | | | 0029 402-07435 217.000 TON | 65.50000 14213.50| 58.00000 12586.00| 125.00000 27125.00 HMA INTERMEDIATE, TYPE A | | | 0030 406-05520 0.500 TON | 200.00000 100.00| 11.00000 5.50| 1000.00000 500.00 ASPHALT FOR TACK COAT | | | 0031 502-08202 371.000 SYS | 36.00000 13356.00| 38.00000 14098.00| 38.00000 14098.00 PCCP, 10.5 IN. | | | 0032 603-93373 310.000 LFT | 44.00000 13640.00| 130.00000 40300.00| 150.00000 46500.00 FENCE, PEDESTRIAN | | | 0033 604-07901 35.000 SYS | 150.25000 5258.75| 275.00000 9625.00| 150.00000 5250.00 CURB RAMP, CONCRETE, G | | | 0034 604-91531 64.000 SYS | 52.25000 3344.00| 38.25000 2448.00| 55.00000 3520.00 SIDEWALK, CONCRETE, 4 IN. | | | 0035 605-06120 1885.000 LFT | 12.35000 23279.75| 29.00000 54665.00| 25.00000 47125.00 CURB, CONCRETE | | | 0036 610-08446 130.000 SYS | 43.30000 5629.00| 54.75000 7117.50| 70.00000 9100.00 PCCP FOR APPROACHES, 6 IN. | | | 0037 616-05688 58.000 TON | 40.10000 2325.80| 50.00000 2900.00| 50.00000 2900.00 RIPRAP, CLASS 1 | | | 0038 621-01004 1.000 EACH | 350.00000 350.00| 825.00000 825.00| 1500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-01004 1.000 EACH | 400.00000 400.00| 825.00000 825.00| 1500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING , TEMPORARY SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 284 -8 TABULATION OF BIDS CALL ORDER : 284 CONTRACT ID : SR -32867-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1374866 |( 5 ) 35-1128289 |( 6 ) 35-1636776 |PRIMCO INC |BEATY CONSTRUCTION INC |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 621-06560 3396.000 SYS | 1.00000 3396.00| 0.60000 2037.60| 2.00000 6792.00 MULCHED SEEDING, U | | | 0041 621-06560 3396.000 SYS | 0.50000 1698.00| 0.60000 2037.60| 2.00000 6792.00 MULCHED SEEDING, U , TEMPORARY SEEDING | | | 0042 621-06570 569.000 CYS | 32.00000 18208.00| 30.00000 17070.00| 25.00000 14225.00 TOP SOIL | | | 0043 628-09402 9.000 MOS | 3085.00000 27765.00| 2375.00000 21375.00| 2000.00000 18000.00 FIELD OFFICE, B | | | 0044 628-09408 9.000 MOS | 350.00000 3150.00| 600.00000 5400.00| 150.00000 1350.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0045 702-51005 10.000 CYS | 1080.00000 10800.00| 750.00000 7500.00| 800.00000 8000.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 703-06028 866.000 LBS | 2.00000 1732.00| 0.85000 736.10| 2.00000 1732.00 REINFORCING BARS | | | 0047 703-06029 1370.000 LBS | 2.00000 2740.00| 1.10000 1507.00| 3.00000 4110.00 REINFORCING BARS, EPOXY COATED | | | 0048 704-51002 9.100 CYS | 1834.50000 16693.95| 325.00000 2957.50| 800.00000 7280.00 CONCRETE, C, SUPERSTRUCTURE | | | 0049 711-04845 LUMP | 68356.00000 68356.00| 88455.86000 88455.86| 150000.00000 150000.00 BRIDGE, STEEL TRUSS, PRE-ENGINEERED | | | 0050 715-05149 610.000 LFT | 36.50000 22265.00| 15.50000 9455.00| 50.00000 30500.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0051 715-46000 2.000 EACH | 160.00000 320.00| 195.00000 390.00| 500.00000 1000.00 PIPE END SECTION, 12 IN. | | | 0052 720-44025 6.000 EACH | 460.00000 2760.00| 660.00000 3960.00| 1000.00000 6000.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | , FORT WAYNE 2502 | | | 0053 720-44055 6.000 EACH | 630.00000 3780.00| 900.00000 5400.00| 1100.00000 6600.00 CASTING, 10, FURNISH AND ADJUST TO | | | GRADE , FORT WAYNE E | | | 0054 720-90017 5.000 EACH | 1200.00000 6000.00| 965.00000 4825.00| 1500.00000 7500.00 INLET, J | | | 0055 720-91051 2.000 EACH | 875.00000 1750.00| 780.00000 1560.00| 1500.00000 3000.00 INLET, A | | | 0056 720-94157 9.000 EACH | 1840.00000 16560.00| 2200.00000 19800.00| 2500.00000 22500.00 MANHOLE, C | | | 0058 732-08419 55.000 SYS | 69.50000 3822.50| 67.25000 3698.75| 150.00000 8250.00 MODULAR BLOCK WALL | | | 0059 732-08420 550.000 SYS | 73.50000 40425.00| 87.00000 47850.00| 160.00000 88000.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0060 732-09163 1.000 EACH | 5287.00000 5287.00| 4500.00000 4500.00| 7500.00000 7500.00 TEST , GEOTECH REPORT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 284 -9 TABULATION OF BIDS CALL ORDER : 284 CONTRACT ID : SR -32867-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1374866 |( 5 ) 35-1128289 |( 6 ) 35-1636776 |PRIMCO INC |BEATY CONSTRUCTION INC |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 801-06640 24.000 EACH | 78.00000 1872.00| 90.00000 2160.00| 300.00000 7200.00 CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP | 20059.50000 20059.50| 45000.00000 45000.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0063 801-07118 72.000 LFT | 4.30000 309.60| 4.75000 342.00| 15.00000 1080.00 BARRICADE, III-A | | | 0064 801-07119 48.000 LFT | 5.90000 283.20| 6.50000 312.00| 20.00000 960.00 BARRICADE, III-B | | | 0065 802-03896 2.000 EACH | 475.00000 950.00| 1300.00000 2600.00| 2500.00000 5000.00 BOLLARD | | | 0066 802-05704 90.000 LFT | 11.00000 990.00| 8.88000 799.20| 10.00000 900.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0067 802-91122 6.000 EACH | 55.00000 330.00| 70.00000 420.00| 150.00000 900.00 SIGN, GROUND MOUNTED, RESET | | | 0068 805-96014 1900.000 LFT | 2.40000 4560.00| 1.50000 2850.00| 5.00000 9500.00 SAW CUT, FULL DEPTH | | | 0069 808-06705 24.000 LFT | 1.85000 44.40| 2.00000 48.00| 9.60000 230.40 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0070 808-94435 2.000 EACH | 303.00000 606.00| 325.00000 650.00| 363.60000 727.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (STOP) | | | 0071 808-99077 260.000 LFT | 10.00000 2600.00| 11.00000 2860.00| 15.00000 3900.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 24 IN. | | | 0072 732-08421 603.000 SYS | 125.00000 75375.00| 102.50000 61807.50| 120.00000 72360.00 MODULAR BLOCK WALL ERECTION | | | SECTION TOTALS | $ 629,864.00| $ 706,503.26| $ 999,798.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 629,864.00| $ 706,503.26| $ 999,798.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 286 -1 VENDOR RANKING CALL ORDER : 286 CONTRACT ID : SR -32871-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 08/15/10 LOCATION : ON OLD US 33 FROM ASH ROAD TO SR 19 AND ON PROJECT(S) : 0901848 CR 30 FROM CR 13 TO CR 15 0901849 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 768,120.98 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 775,999.51 101.0257% 3 35-1185040 NIBLOCK EXCAVATING INC $ 918,459.00 119.5722% 4 35-0997978 PHEND & BROWN INC $ 1,039,851.57 135.3760% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 286 -2 TABULATION OF BIDS CALL ORDER : 286 CONTRACT ID : SR -32871-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 8000.00000 8000.00| 1999.82000 1999.82 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0007 110-01001 LUMP | 200000.00000 200000.00| 37000.00000 37000.00| 28000.00000 28000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 202-90277 3.000 EACH | 175.00000 525.00| 175.00000 525.00| 175.00000 525.00 DETECTOR HOUSING, REMOVE | | | 0009 301-07448 744.000 TON | 0.60000 446.40| 12.50000 9300.00| 1.00000 744.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 303-01180 289.000 TON | 60.00000 17340.00| 39.00000 11271.00| 22.00000 6358.00 COMPACTED AGGREGATE, NO. 53 | | | 0011 304-07490 2976.000 TON | 20.00000 59520.00| 42.00000 124992.00| 80.00000 238080.00 HMA PATCHING, TYPE B | | | 0012 304-07490 452.000 TON | 15.00000 6780.00| 71.15000 32159.80| 80.00000 36160.00 HMA PATCHING, TYPE B , PARTIAL DEPTH | | | 0013 306-08034 12907.000 SYS | 0.34000 4388.38| 0.65000 8389.55| 0.55000 7098.85 MILLING, ASPHALT, 1 1/2 IN. | | | 0014 306-08036 54734.000 SYS | 0.34000 18609.56| 1.00000 54734.00| 0.45000 24630.30 MILLING, ASPHALT, 2 IN. | | | 0015 306-08432 6827.000 SYS | 0.34000 2321.18| 0.40000 2730.80| 0.55000 3754.85 MILLING, APPROACH | | | 0016 402-07433 7440.000 TON | 47.00000 349680.00| 50.00000 372000.00| 60.00000 446400.00 HMA SURFACE, TYPE B | | | 0017 406-05520 19.600 TON | 1.00000 19.60| 100.00000 1960.00| 500.00000 9800.00 ASPHALT FOR TACK COAT | | | 0018 610-07487 751.000 TON | 47.00000 35297.00| 35.00000 26285.00| 65.00000 48815.00 HMA FOR APPROACHES, TYPE B | | | 0019 628-09401 3.000 MOS | 500.00000 1500.00| 1000.00000 3000.00| 2250.00000 6750.00 FIELD OFFICE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 286 -3 TABULATION OF BIDS CALL ORDER : 286 CONTRACT ID : SR -32871-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 720-44000 20.000 EACH | 1.00000 20.00| 120.00000 2400.00| 1.00000 20.00 CASTING, ADJUST TO GRADE | | | 0021 801-03290 4.000 EACH | 95.00000 380.00| 95.00000 380.00| 95.00000 380.00 CONSTRUCTION SIGN, C | | | 0022 801-06203 5303.000 LFT | 0.20000 1060.60| 0.20000 1060.60| 0.20000 1060.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0023 801-06207 5303.000 LFT | 1.00000 5303.00| 0.50000 2651.50| 0.75000 3977.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0024 801-06640 25.000 EACH | 82.00000 2050.00| 82.00000 2050.00| 82.00000 2050.00 CONSTRUCTION SIGN, A | | | 0025 801-06645 8.000 EACH | 40.00000 320.00| 40.00000 320.00| 40.00000 320.00 CONSTRUCTION SIGN, B | | | 0026 801-06775 LUMP | 30000.00000 30000.00| 46254.93000 46254.93| 23000.00000 23000.00 MAINTAINING TRAFFIC | | | 0027 802-05704 462.000 LFT | 11.00000 5082.00| 11.00000 5082.00| 11.00000 5082.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0028 802-07059 33.000 EACH | 35.00000 1155.00| 35.00000 1155.00| 35.00000 1155.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0029 802-09838 175.000 SFT | 11.00000 1925.00| 11.00000 1925.00| 11.00000 1925.00 SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0030 802-09840 36.000 SFT | 13.00000 468.00| 13.00000 468.00| 13.00000 468.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0031 805-78470 1300.000 LFT | 0.25000 325.00| 0.25000 325.00| 0.25000 325.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0032 805-78785 3.000 EACH | 575.00000 1725.00| 575.00000 1725.00| 575.00000 1725.00 SIGNAL DETECTOR HOUSING | | | 0033 805-78795 390.000 LFT | 8.00000 3120.00| 8.00000 3120.00| 8.00000 3120.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0034 808-03631 41774.000 LFT | 0.18000 7519.32| 0.19000 7937.06| 0.19000 7937.06 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0035 808-03632 16807.000 LFT | 0.18000 3025.26| 0.19000 3193.33| 0.19000 3193.33 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0036 808-04896 3726.000 LFT | 0.18000 670.68| 0.19000 707.94| 0.19000 707.94 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0037 808-74807 5.000 EACH | 135.00000 675.00| 150.00000 750.00| 150.00000 750.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0038 808-74808 5.000 EACH | 141.00000 705.00| 150.00000 750.00| 150.00000 750.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 286 -4 TABULATION OF BIDS CALL ORDER : 286 CONTRACT ID : SR -32871-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 808-99077 116.000 LFT | 10.00000 1160.00| 12.00000 1392.00| 12.00000 1392.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 24 IN. | | | SECTION TOTALS | $ 768,120.98| $ 775,999.51| $ 918,459.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 768,120.98| $ 775,999.51| $ 918,459.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 286 -5 TABULATION OF BIDS CALL ORDER : 286 CONTRACT ID : SR -32871-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0007 110-01001 LUMP | 51992.57000 51992.57| | MOBILIZATION AND DEMOBILIZATION | | | 0008 202-90277 3.000 EACH | 175.00000 525.00| | DETECTOR HOUSING, REMOVE | | | 0009 301-07448 744.000 TON | 30.00000 22320.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 303-01180 289.000 TON | 70.00000 20230.00| | COMPACTED AGGREGATE, NO. 53 | | | 0011 304-07490 2976.000 TON | 120.00000 357120.00| | HMA PATCHING, TYPE B | | | 0012 304-07490 452.000 TON | 100.00000 45200.00| | HMA PATCHING, TYPE B , PARTIAL DEPTH | | | 0013 306-08034 12907.000 SYS | 0.35000 4517.45| | MILLING, ASPHALT, 1 1/2 IN. | | | 0014 306-08036 54734.000 SYS | 0.39000 21346.26| | MILLING, ASPHALT, 2 IN. | | | 0015 306-08432 6827.000 SYS | 0.01000 68.27| | MILLING, APPROACH | | | 0016 402-07433 7440.000 TON | 40.00000 297600.00| | HMA SURFACE, TYPE B | | | 0017 406-05520 19.600 TON | 1.00000 19.60| | ASPHALT FOR TACK COAT | | | 0018 610-07487 751.000 TON | 40.00000 30040.00| | HMA FOR APPROACHES, TYPE B | | | 0019 628-09401 3.000 MOS | 2240.00000 6720.00| | FIELD OFFICE, A | | | 0020 720-44000 20.000 EACH | 0.01000 0.20| | CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 286 -6 TABULATION OF BIDS CALL ORDER : 286 CONTRACT ID : SR -32871-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 801-03290 4.000 EACH | 159.00000 636.00| | CONSTRUCTION SIGN, C | | | 0022 801-06203 5303.000 LFT | 0.20000 1060.60| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0023 801-06207 5303.000 LFT | 0.01000 53.03| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0024 801-06640 25.000 EACH | 111.00000 2775.00| | CONSTRUCTION SIGN, A | | | 0025 801-06645 8.000 EACH | 42.00000 336.00| | CONSTRUCTION SIGN, B | | | 0026 801-06775 LUMP | 129300.00000 129300.00| | MAINTAINING TRAFFIC | | | 0027 802-05704 462.000 LFT | 9.50000 4389.00| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0028 802-07059 33.000 EACH | 30.00000 990.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0029 802-09838 175.000 SFT | 12.66000 2215.50| | SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0030 802-09840 36.000 SFT | 13.66000 491.76| | SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0031 805-78470 1300.000 LFT | 0.25000 325.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0032 805-78785 3.000 EACH | 575.00000 1725.00| | SIGNAL DETECTOR HOUSING | | | 0033 805-78795 390.000 LFT | 8.00000 3120.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0034 808-03631 41774.000 LFT | 0.19000 7937.06| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0035 808-03632 16807.000 LFT | 0.19000 3193.33| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0036 808-04896 3726.000 LFT | 0.19000 707.94| | LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0037 808-74807 5.000 EACH | 150.00000 750.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0038 808-74808 5.000 EACH | 150.00000 750.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 286 -7 TABULATION OF BIDS CALL ORDER : 286 CONTRACT ID : SR -32871-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 808-99077 116.000 LFT | 12.00000 1392.00| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 24 IN. | | | SECTION TOTALS | $ 1,039,851.57| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,039,851.57| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 287 -1 VENDOR RANKING CALL ORDER : 287 CONTRACT ID : SR -32873-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ENHANCEMENT, BIKE/PEDESTRIAN FACILITIES COMPLETION DATE : 08/14/10 LOCATION : ON COVINGTON ROAD TRAIL FROM BRAEMAR DRIVE TO EGGEMAN ROAD PROJECT(S) : 0901850 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 380,902.00 100.0000% 2 35-1817530 PIONEER ASSOCIATES INC $ 435,892.10 114.4368% 3 35-1128289 BEATY CONSTRUCTION INC $ 457,190.28 120.0283% 4 35-1374866 PRIMCO INC $ 470,272.71 123.4629% 5 35-2094565 3D COMPANY INC $ 506,722.16 133.0322% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 287 -2 TABULATION OF BIDS CALL ORDER : 287 CONTRACT ID : SR -32873-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1817530 |( 3 ) 35-1128289 |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITIES | | | 0001 105-06845 LUMP | 3000.00000 3000.00| 3850.00000 3850.00| 4250.00000 4250.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 80.00000 80.00| 212.00000 212.00| 150.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 9.000 MOS | 30.00000 270.00| 140.00000 1260.00| 85.00000 765.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 19000.00000 19000.00| 14000.00000 14000.00| 22850.00000 22850.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 7400.00000 7400.00| 8500.00000 8500.00| 9125.00000 9125.00 CLEARING RIGHT OF WAY | | | 0011 203-02000 83.000 CYS | 40.00000 3320.00| 32.00000 2656.00| 11.75000 975.25 EXCAVATION, COMMON | | | 0012 203-02070 1503.000 CYS | 19.00000 28557.00| 25.00000 37575.00| 18.50000 27805.50 BORROW | | | 0013 205-06937 943.000 LFT | 2.00000 1886.00| 2.00000 1886.00| 2.00000 1886.00 TEMPORARY SILT FENCE | | | 0014 205-09543 100.000 TON | 14.00000 1400.00| 15.00000 1500.00| 34.75000 3475.00 NO 2 STONE | | | 0015 206-51230 30.000 CYS | 22.00000 660.00| 40.00000 1200.00| 34.00000 1020.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 210-05873 LUMP | 3500.00000 3500.00| 3410.00000 3410.00| 5000.00000 5000.00 TESTING | | | 0017 210-08110 350.000 SYS | 0.01000 3.50| 1.00000 350.00| 0.01000 3.50 WALL , ERECTION | | | 0018 211-02050 200.000 CYS | 20.00000 4000.00| 31.00000 6200.00| 16.45000 3290.00 B BORROW | | | 0019 211-09265 8.000 CYS | 25.00000 200.00| 50.00000 400.00| 23.25000 186.00 STRUCTURE BACKFILL, TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 287 -3 TABULATION OF BIDS CALL ORDER : 287 CONTRACT ID : SR -32873-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1817530 |( 3 ) 35-1128289 |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 301-07448 230.000 TON | 25.00000 5750.00| 16.75000 3852.50| 21.75000 5002.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 306-08034 235.000 SYS | 4.00000 940.00| 10.00000 2350.00| 4.25000 998.75 MILLING, ASPHALT, 1 1/2 IN. | | | 0022 402-07432 37.000 TON | 85.00000 3145.00| 78.00000 2886.00| 85.00000 3145.00 HMA SURFACE, TYPE A | | | 0023 402-07433 28.000 TON | 73.00000 2044.00| 76.00000 2128.00| 82.50000 2310.00 HMA SURFACE, TYPE B | | | 0024 402-07435 75.000 TON | 63.00000 4725.00| 70.00000 5250.00| 76.00000 5700.00 HMA INTERMEDIATE, TYPE A | | | 0026 502-08202 104.000 SYS | 30.00000 3120.00| 64.00000 6656.00| 38.50000 4004.00 PCCP, 10.5 IN. | | | 0027 605-06120 620.000 LFT | 10.00000 6200.00| 13.00000 8060.00| 31.50000 19530.00 CURB, CONCRETE | | | 0028 616-06405 49.000 TON | 30.00000 1470.00| 24.00000 1176.00| 22.50000 1102.50 RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH | 350.00000 350.00| 450.00000 450.00| 475.00000 475.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-01004 1.000 EACH | 400.00000 400.00| 450.00000 450.00| 475.00000 475.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING , FOR TEMPORARY SEEDING | | | 0031 621-06560 862.000 SYS | 1.50000 1293.00| 1.40000 1206.80| 1.50000 1293.00 MULCHED SEEDING, U | | | 0032 621-06560 862.000 SYS | 1.00000 862.00| 1.15000 991.30| 1.25000 1077.50 MULCHED SEEDING, U , TEMPORARY | | | 0033 621-06570 145.000 CYS | 32.00000 4640.00| 75.00000 10875.00| 29.50000 4277.50 TOP SOIL | | | 0034 628-09402 9.000 MOS | 1.00000 9.00| 2750.00000 24750.00| 2200.00000 19800.00 FIELD OFFICE, B | | | 0035 628-09407 9.000 MOS | 200.00000 1800.00| 260.00000 2340.00| 600.00000 5400.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0036 702-51005 27.000 CYS | 725.00000 19575.00| 600.00000 16200.00| 325.00000 8775.00 CONCRETE, A, SUBSTRUCTURE | | | 0037 703-06028 1675.000 LBS | 0.50000 837.50| 1.00000 1675.00| 0.95000 1591.25 REINFORCING BARS | | | 0038 703-06029 4465.000 LBS | 0.75000 3348.75| 1.10000 4911.50| 1.05000 4688.25 REINFORCING BARS, EPOXY COATED | | | 0039 704-51002 24.000 CYS | 425.00000 10200.00| 610.00000 14640.00| 250.00000 6000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0040 711-04845 LUMP | 152928.00000 152928.00| 148000.00000 148000.00| 155747.23000 155747.23 BRIDGE, STEEL TRUSS, PRE-ENGINEERED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 287 -4 TABULATION OF BIDS CALL ORDER : 287 CONTRACT ID : SR -32873-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1817530 |( 3 ) 35-1128289 |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 715-05149 40.000 LFT | 40.00000 1600.00| 35.00000 1400.00| 15.00000 600.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0042 720-44055 3.000 EACH | 400.00000 1200.00| 650.00000 1950.00| 900.00000 2700.00 CASTING, 10, FURNISH AND ADJUST TO | | | GRADE , FOR FT. WAYNE CASTING E | | | 0043 720-90017 2.000 EACH | 1000.00000 2000.00| 1100.00000 2200.00| 1075.00000 2150.00 INLET, J , FT. WAYNE INLET TYPE III | | | 0044 720-94157 1.000 EACH | 1500.00000 1500.00| 2040.00000 2040.00| 3250.00000 3250.00 MANHOLE, C , FT. WAYNE MANHOLE TYPE I, | | | 48 IN. | | | 0045 732-08420 350.000 SYS | 52.00000 18200.00| 60.00000 21000.00| 165.00000 57750.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0046 801-06640 16.000 EACH | 115.00000 1840.00| 115.00000 1840.00| 125.00000 2000.00 CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP | 2641.55000 2641.55| 10500.00000 10500.00| 22850.00000 22850.00 MAINTAINING TRAFFIC | | | 0048 802-03896 2.000 EACH | 1000.00000 2000.00| 2200.00000 4400.00| 1000.00000 2000.00 BOLLARD | | | 0049 802-91122 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 175.00000 175.00 SIGN, GROUND MOUNTED, RESET | | | 0050 805-96014 620.000 LFT | 2.30000 1426.00| 2.50000 1550.00| 2.00000 1240.00 SAW CUT, FULL DEPTH | | | 0051 808-06714 42.000 LFT | 7.00000 294.00| 7.00000 294.00| 7.25000 304.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0052 603-93373 234.000 LFT | 70.00000 16380.00| 48.00000 11232.00| 128.00000 29952.00 FENCE, PEDESTRIAN | | | 0053 406-05520 0.170 TON | 10.00000 1.70| 200.00000 34.00| 215.00000 36.55 ASPHALT FOR TACK COAT | | | 0054 732-08421 350.000 SYS | 99.00000 34650.00| 101.00000 35350.00| 0.01000 3.50 MODULAR BLOCK WALL ERECTION | | | SECTION TOTALS | $ 380,902.00| $ 435,892.10| $ 457,190.28 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 380,902.00| $ 435,892.10| $ 457,190.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 287 -5 TABULATION OF BIDS CALL ORDER : 287 CONTRACT ID : SR -32873-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1374866 |( 5 ) 35-2094565 |( ) |PRIMCO INC |3D COMPANY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITIES | | | 0001 105-06845 LUMP | 10927.35000 10927.35| 4600.00000 4600.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 285.00000 285.00| 575.00000 575.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 9.000 MOS | 142.50000 1282.50| 143.75000 1293.75| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 23513.63000 23513.63| 15894.80000 15894.80| MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 9405.45000 9405.45| 8763.00000 8763.00| CLEARING RIGHT OF WAY | | | 0011 203-02000 83.000 CYS | 85.96000 7134.68| 200.90000 16674.70| EXCAVATION, COMMON | | | 0012 203-02070 1503.000 CYS | 9.00000 13527.00| 16.50000 24799.50| BORROW | | | 0013 205-06937 943.000 LFT | 3.10000 2923.30| 2.32000 2187.76| TEMPORARY SILT FENCE | | | 0014 205-09543 100.000 TON | 22.00000 2200.00| 22.86000 2286.00| NO 2 STONE | | | 0015 206-51230 30.000 CYS | 35.00000 1050.00| 50.60000 1518.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 210-05873 LUMP | 4500.00000 4500.00| 21319.20000 21319.20| TESTING | | | 0017 210-08110 350.000 SYS | 1.00000 350.00| 112.90000 39515.00| WALL , ERECTION | | | 0018 211-02050 200.000 CYS | 20.60000 4120.00| 16.60000 3320.00| B BORROW | | | 0019 211-09265 8.000 CYS | 30.00000 240.00| 38.30000 306.40| STRUCTURE BACKFILL, TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 287 -6 TABULATION OF BIDS CALL ORDER : 287 CONTRACT ID : SR -32873-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1374866 |( 5 ) 35-2094565 |( ) |PRIMCO INC |3D COMPANY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 301-07448 230.000 TON | 20.00000 4600.00| 22.94000 5276.20| COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 306-08034 235.000 SYS | 4.00000 940.00| 4.40000 1034.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0022 402-07432 37.000 TON | 78.00000 2886.00| 85.80000 3174.60| HMA SURFACE, TYPE A | | | 0023 402-07433 28.000 TON | 76.00000 2128.00| 83.60000 2340.80| HMA SURFACE, TYPE B | | | 0024 402-07435 75.000 TON | 70.00000 5250.00| 77.00000 5775.00| HMA INTERMEDIATE, TYPE A | | | 0026 502-08202 104.000 SYS | 40.00000 4160.00| 59.80000 6219.20| PCCP, 10.5 IN. | | | 0027 605-06120 620.000 LFT | 16.00000 9920.00| 24.39000 15121.80| CURB, CONCRETE | | | 0028 616-06405 49.000 TON | 45.00000 2205.00| 45.35000 2222.15| RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH | 350.00000 350.00| 495.00000 495.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-01004 1.000 EACH | 400.00000 400.00| 495.00000 495.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING , FOR TEMPORARY SEEDING | | | 0031 621-06560 862.000 SYS | 1.50000 1293.00| 1.54000 1327.48| MULCHED SEEDING, U | | | 0032 621-06560 862.000 SYS | 1.00000 862.00| 1.27000 1094.74| MULCHED SEEDING, U , TEMPORARY | | | 0033 621-06570 145.000 CYS | 32.00000 4640.00| 40.03000 5804.35| TOP SOIL | | | 0034 628-09402 9.000 MOS | 2085.00000 18765.00| 2671.71000 24045.39| FIELD OFFICE, B | | | 0035 628-09407 9.000 MOS | 247.00000 2223.00| 351.39000 3162.51| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0036 702-51005 27.000 CYS | 1000.00000 27000.00| 279.15000 7537.05| CONCRETE, A, SUBSTRUCTURE | | | 0037 703-06028 1675.000 LBS | 1.50000 2512.50| 1.31000 2194.25| REINFORCING BARS | | | 0038 703-06029 4465.000 LBS | 1.50000 6697.50| 1.08000 4822.20| REINFORCING BARS, EPOXY COATED | | | 0039 704-51002 24.000 CYS | 1750.00000 42000.00| 472.84000 11348.16| CONCRETE, C, SUPERSTRUCTURE | | | 0040 711-04845 LUMP | 142446.60000 142446.60| 153391.50000 153391.50| BRIDGE, STEEL TRUSS, PRE-ENGINEERED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 287 -7 TABULATION OF BIDS CALL ORDER : 287 CONTRACT ID : SR -32873-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1374866 |( 5 ) 35-2094565 |( ) |PRIMCO INC |3D COMPANY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 715-05149 40.000 LFT | 41.30000 1652.00| 26.83000 1073.20| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0042 720-44055 3.000 EACH | 580.00000 1740.00| 727.95000 2183.85| CASTING, 10, FURNISH AND ADJUST TO | | | GRADE , FOR FT. WAYNE CASTING E | | | 0043 720-90017 2.000 EACH | 1270.00000 2540.00| 1468.67000 2937.34| INLET, J , FT. WAYNE INLET TYPE III | | | 0044 720-94157 1.000 EACH | 2015.00000 2015.00| 2277.75000 2277.75| MANHOLE, C , FT. WAYNE MANHOLE TYPE I, | | | 48 IN. | | | 0045 732-08420 350.000 SYS | 71.28000 24948.00| 54.52000 19082.00| MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0046 801-06640 16.000 EACH | 115.00000 1840.00| 120.75000 1932.00| CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP | 14411.20000 14411.20| 2552.20000 2552.20| MAINTAINING TRAFFIC | | | 0048 802-03896 2.000 EACH | 950.00000 1900.00| 1050.00000 2100.00| BOLLARD | | | 0049 802-91122 1.000 EACH | 250.00000 250.00| 183.75000 183.75| SIGN, GROUND MOUNTED, RESET | | | 0050 805-96014 620.000 LFT | 3.00000 1860.00| 2.30000 1426.00| SAW CUT, FULL DEPTH | | | 0051 808-06714 42.000 LFT | 7.00000 294.00| 7.35000 308.70| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0052 603-93373 234.000 LFT | 44.00000 10296.00| 133.22000 31173.48| FENCE, PEDESTRIAN | | | 0053 406-05520 0.170 TON | 200.00000 34.00| 220.00000 37.40| ASPHALT FOR TACK COAT | | | 0054 732-08421 350.000 SYS | 125.00000 43750.00| 112.90000 39515.00| MODULAR BLOCK WALL ERECTION | | | SECTION TOTALS | $ 470,272.71| $ 506,722.16| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 470,272.71| $ 506,722.16| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 288 -1 VENDOR RANKING CALL ORDER : 288 CONTRACT ID : SR -32906-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 07/01/10 LOCATION : ON SUMMIT STREET BETWEEN WIRTZ ROAD AND JENNINGS PLACE PROJECT(S) : 0901138 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 148,398.49 100.0000% 2 35-1569222 GRIMMER CONSTRUCTION INC $ 162,481.38 109.4899% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 174,077.49 117.3041% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 288 -2 TABULATION OF BIDS CALL ORDER : 288 CONTRACT ID : SR -32906-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1569222 |( 3 ) 35-0918397 |WALSH & KELLY INC |GRIMMER CONSTRUCTION INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 7000.00000 7000.00| 8100.00000 8100.00| 8703.67000 8703.67 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02245 1.000 EACH | 100.00000 100.00| 115.00000 115.00| 475.00000 475.00 TREE, 6 IN., REMOVE | | | 0007 202-02279 484.000 LFT | 7.00000 3388.00| 7.50000 3630.00| 8.00000 3872.00 CURB AND GUTTER, REMOVE | | | 0008 202-96133 171.000 LFT | 10.24000 1751.04| 6.40000 1094.40| 20.00000 3420.00 PIPE, REMOVE | | | 0009 203-02020 100.000 CYS | 32.00000 3200.00| 23.10000 2310.00| 10.00000 1000.00 EXCAVATION, UNCLASSIFIED | | | 0010 203-02055 100.000 CYS | 40.00000 4000.00| 20.10000 2010.00| 24.81000 2481.00 EMBANKMENT | | | 0011 205-02237 3.000 EACH | 150.00000 450.00| 220.00000 660.00| 150.00000 450.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0012 205-02770 1080.000 SYS | 1.82000 1965.60| 1.90000 2052.00| 1.82000 1965.60 EROSION CONTROL BLANKET | | | 0013 205-06933 6.000 EACH | 125.00000 750.00| 118.00000 708.00| 125.00000 750.00 TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06937 900.000 LFT | 1.86000 1674.00| 3.20000 2880.00| 2.87000 2583.00 TEMPORARY SILT FENCE | | | 0015 211-09264 21.000 CYS | 18.67000 392.07| 18.00000 378.00| 51.45000 1080.45 STRUCTURE BACKFILL, TYPE 1 | | | 0016 301-07448 100.000 TON | 60.00000 6000.00| 22.00000 2200.00| 38.37000 3837.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 304-07490 52.000 TON | 100.00000 5200.00| 100.00000 5200.00| 149.25000 7761.00 HMA PATCHING, TYPE B | | | 0018 306-08034 272.000 SYS | 8.00000 2176.00| 12.49000 3397.28| 9.02000 2453.44 MILLING, ASPHALT, 1 1/2 IN. | | | 0019 402-07433 99.000 TON | 82.00000 8118.00| 80.00000 7920.00| 110.00000 10890.00 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 288 -3 TABULATION OF BIDS CALL ORDER : 288 CONTRACT ID : SR -32906-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1569222 |( 3 ) 35-0918397 |WALSH & KELLY INC |GRIMMER CONSTRUCTION INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-07438 103.000 TON | 78.00000 8034.00| 75.00000 7725.00| 70.00000 7210.00 HMA INTERMEDIATE, TYPE B | | | 0021 402-07441 590.000 TON | 60.00000 35400.00| 58.00000 34220.00| 68.00000 40120.00 HMA BASE, TYPE B | | | 0022 402-07451 43.000 TON | 85.00000 3655.00| 85.00000 3655.00| 70.00000 3010.00 HMA WEDGE AND LEVEL, TYPE B | | | 0023 406-05521 1866.000 SYS | 0.40000 746.40| 0.45000 839.70| 0.12000 223.92 ASPHALT FOR TACK COAT | | | 0024 605-06140 484.000 LFT | 20.00000 9680.00| 22.50000 10890.00| 27.00000 13068.00 CURB AND GUTTER, CONCRETE | | | 0025 616-05688 56.000 TON | 82.81000 4637.36| 69.50000 3892.00| 90.98000 5094.88 RIPRAP, CLASS 1 | | | 0026 621-06545 1.000 TON | 990.00000 990.00| 990.00000 990.00| 990.00000 990.00 FERTILIZER | | | 0027 621-06553 40.000 LBS | 18.80000 752.00| 18.80000 752.00| 18.80000 752.00 SEED MIXTURE, R | | | 0028 621-06570 120.000 CYS | 50.00000 6000.00| 32.60000 3912.00| 46.83000 5619.60 TOP SOIL | | | 0029 621-98503 1.000 TON | 785.00000 785.00| 824.00000 824.00| 785.00000 785.00 MULCH MATERIAL | | | 0030 628-09408 3.000 MOS | 500.00000 1500.00| 200.00000 600.00| 297.20000 891.60 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0031 628-09409 3.000 MOS | 150.00000 450.00| 90.00000 270.00| 114.31000 342.93 MOBILE INTERNET SERVICE , 1 EACH | | | 0032 715-01471 1.000 EACH | 525.00000 525.00| 1100.00000 1100.00| 769.67000 769.67 PIPE END SECTION, PRECAST CONCRETE, 15 | | | IN. | | | 0033 715-01765 4.000 EACH | 525.00000 2100.00| 950.00000 3800.00| 763.95000 3055.80 PIPE END SECTION, PRECAST CONCRETE, 12 | | | IN. | | | 0034 715-05696 237.000 LFT | 42.89000 10164.93| 48.00000 11376.00| 35.74000 8470.38 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 12 IN. | | | 0035 715-05708 35.000 LFT | 52.69000 1844.15| 50.00000 1750.00| 47.37000 1657.95 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 15 IN. | | | 0036 720-44000 1.000 EACH | 333.50000 333.50| 450.00000 450.00| 387.31000 387.31 CASTING, ADJUST TO GRADE | | | 0037 720-45235 1.000 EACH | 1811.00000 1811.00| 2200.00000 2200.00| 3141.25000 3141.25 CATCH BASIN, E7 | | | 0038 801-03290 4.000 EACH | 126.00000 504.00| 132.00000 528.00| 126.00000 504.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 288 -4 TABULATION OF BIDS CALL ORDER : 288 CONTRACT ID : SR -32906-A COUNTIES : LAKE LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1569222 |( 3 ) 35-0918397 |WALSH & KELLY INC |GRIMMER CONSTRUCTION INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 801-06625 52.000 EACH | 81.00000 4212.00| 85.10000 4425.20| 81.00000 4212.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0040 801-06640 6.000 EACH | 84.00000 504.00| 88.20000 529.20| 84.00000 504.00 CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP | 2000.00000 2000.00| 9400.00000 9400.00| 10563.28000 10563.28 MAINTAINING TRAFFIC | | | 0042 801-07118 48.000 LFT | 7.25000 348.00| 7.60000 364.80| 7.25000 348.00 BARRICADE, III-A | | | 0043 808-06703 452.000 LFT | 0.74000 334.48| 0.80000 361.60| 0.74000 334.48 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0044 808-75245 904.000 LFT | 0.74000 668.96| 0.80000 723.20| 0.74000 668.96 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0045 621-01004 1.000 EACH | 500.00000 500.00| 525.00000 525.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 201-52370 LUMP | 3000.00000 3000.00| 13000.00000 13000.00| 8192.32000 8192.32 CLEARING RIGHT OF WAY | | | 0047 801-04308 2.000 EACH | 300.00000 600.00| 315.00000 630.00| 300.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 616-02320 100.000 SYS | 1.50000 150.00| 0.90000 90.00| 3.34000 334.00 GEOTEXTILES | | | SECTION TOTALS | $ 148,398.49| $ 162,481.38| $ 174,077.49 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 148,398.49| $ 162,481.38| $ 174,077.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -1 VENDOR RANKING CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ENHANCEMENT, BIKE/PEDESTRIAN FACILITY COMPLETION DATE : 08/20/10 LOCATION : ON PUMPKINVINE TRAIL FROM 1300 LFT SOUTH OF CR 22 PROJECT(S) : 0901687 TO US 20 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION CO INC $ 967,761.06 100.0000% 2 35-2094565 3D COMPANY INC $ 974,829.46 100.7304% 3 35-1185040 NIBLOCK EXCAVATING INC $ 1,025,422.03 105.9582% 4 32-0154474 JCI BRIDGE GROUP INC $ 1,121,201.59 115.8552% 5 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,190,830.38 123.0500% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 1,220,835.19 126.1505% 7 35-1636776 LINKEL COMPANY $ 1,507,730.23 155.7957% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -2 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 35-2094565 |( 3 ) 35-1185040 |NORTHERN INDIANA CONSTRUCTIO |3D COMPANY INC |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PUMPKINVINE TRAIL PROJECT | | | 0001 105-06845 LUMP | 24060.00000 24060.00| 8620.00000 8620.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 53860.00000 53860.00| 35411.00000 35411.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 42790.00000 42790.00| 8128.20000 8128.20| 53000.00000 53000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 135.000 SYS | 16.85000 2274.75| 18.08000 2440.80| 16.90000 2281.50 PAVEMENT REMOVAL | | | 0009 202-02241 31.250 LFT | 6.50000 203.13| 6.90000 215.63| 6.00000 187.50 GUARDRAIL, REMOVE | | | 0010 202-02272 70.000 LFT | 10.80000 756.00| 16.36000 1145.20| 16.00000 1120.00 PAVED SIDE DITCH, REMOVE | | | 0011 202-96133 32.000 LFT | 36.00000 1152.00| 47.37000 1515.84| 36.00000 1152.00 PIPE, REMOVE , 24 in. | | | 0012 203-02000 2493.000 CYS | 17.00000 42381.00| 26.29000 65540.97| 17.00000 42381.00 EXCAVATION, COMMON | | | 0013 203-02070 2860.000 CYS | 17.50000 50050.00| 14.20000 40612.00| 17.50000 50050.00 BORROW | | | 0014 205-06931 31.800 TON | 52.80000 1679.04| 56.27000 1789.39| 50.00000 1590.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 7.000 EACH | 105.00000 735.00| 120.75000 845.25| 125.00000 875.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 3120.500 LFT | 1.46000 4555.93| 1.69000 5273.65| 1.40000 4368.70 TEMPORARY SILT FENCE | | | 0017 207-08266 4946.000 SYS | 0.50000 2473.00| 2.09000 10337.14| 5.00000 24730.00 SUBGRADE TREATMENT, TYPE III | | | 0018 211-02050 77.000 CYS | 59.70000 4596.90| 28.93000 2227.61| 22.00000 1694.00 B BORROW | | | 0019 211-06467 16.500 CYS | 76.20000 1257.30| 48.43000 799.10| 50.00000 825.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -3 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 35-2094565 |( 3 ) 35-1185040 |NORTHERN INDIANA CONSTRUCTIO |3D COMPANY INC |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-09264 224.000 CYS | 51.50000 11536.00| 18.41000 4123.84| 22.00000 4928.00 STRUCTURE BACKFILL, TYPE 1 | | | 0021 211-09265 585.000 CYS | 48.00000 28080.00| 32.68000 19117.80| 35.00000 20475.00 STRUCTURE BACKFILL, TYPE 2 | | | 0022 211-09266 230.000 CYS | 19.00000 4370.00| 34.79000 8001.70| 40.00000 9200.00 STRUCTURE BACKFILL, TYPE 3 | | | 0023 211-09268 313.500 CYS | 90.00000 28215.00| 65.36000 20490.36| 60.00000 18810.00 STRUCTURE BACKFILL, TYPE 5 | | | 0024 301-07448 1438.000 TON | 19.80000 28472.40| 19.77000 28429.26| 19.80000 28472.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-07455 2.500 CYS | 140.00000 350.00| 182.07000 455.18| 140.00000 350.00 DENSE GRADED SUBBASE | | | 0026 303-01180 288.500 TON | 26.00000 7501.00| 22.42000 6468.17| 26.00000 7501.00 COMPACTED AGGREGATE, NO. 53 | | | 0027 304-07491 103.500 TON | 82.00000 8487.00| 126.00000 13041.00| 82.00000 8487.00 HMA PATCHING, TYPE C | | | 0028 304-07494 39.700 TON | 125.00000 4962.50| 31.50000 1250.55| 125.00000 4962.50 WIDENING WITH HMA, TYPE C | | | 0029 402-07432 178.900 TON | 80.00000 14312.00| 91.35000 16342.52| 80.00000 14312.00 HMA SURFACE, TYPE A | | | 0030 402-07435 291.600 TON | 65.00000 18954.00| 65.10000 18983.16| 65.00000 18954.00 HMA INTERMEDIATE, TYPE A | | | 0031 402-07453 504.300 TON | 68.00000 34292.40| 74.18000 37408.97| 68.00000 34292.40 HMA FOR TEMPORARY PAVEMENT | | | 0032 406-05520 2.700 TON | 500.00000 1350.00| 157.50000 425.25| 500.00000 1350.00 ASPHALT FOR TACK COAT | | | 0033 601-02206 587.500 LFT | 9.00000 5287.50| 9.44000 5546.00| 9.00000 5287.50 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | 0034 601-03677 2.000 EACH | 870.00000 1740.00| 913.50000 1827.00| 870.00000 1740.00 ANCHOR, TYPE 5 | | | 0035 601-06854 2.000 EACH | 2700.00000 5400.00| 2835.00000 5670.00| 2700.00000 5400.00 GUARDRAIL, W-BEAM, NESTED | | | 0036 601-94689 2.000 EACH | 2460.00000 4920.00| 2583.00000 5166.00| 2460.00000 4920.00 GUARDRAIL END TREATMENT, OS | | | 0037 601-97080 2.000 EACH | 2000.00000 4000.00| 2100.00000 4200.00| 2000.00000 4000.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 393.750 LFT | 17.00000 6693.75| 17.85000 7028.44| 17.00000 6693.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0039 603-03692 56.000 LFT | 96.00000 5376.00| 91.13000 5103.28| 118.00000 6608.00 FENCE, WOOD | | | 0040 603-03692 1202.000 LFT | 33.70000 40507.40| 35.15000 42250.30| 40.00000 48080.00 FENCE, WOOD RAIL, 42 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -4 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 35-2094565 |( 3 ) 35-1185040 |NORTHERN INDIANA CONSTRUCTIO |3D COMPANY INC |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 604-91531 41.100 SYS | 51.65000 2122.82| 54.00000 2219.40| 60.00000 2466.00 SIDEWALK, CONCRETE, 4 IN. | | | 0042 607-06365 52.000 LFT | 103.00000 5356.00| 68.20000 3546.40| 60.00000 3120.00 PAVED SIDE DITCH, G | | | 0043 609-06257 22.200 SYS | 76.00000 1687.20| 114.74000 2547.23| 135.00000 2997.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. , 10 IN | | | 0044 611-03671 1.000 EACH | 695.00000 695.00| 880.90000 880.90| 400.00000 400.00 TRASH RECEPTACLE | | | 0045 615-06496 7.000 EACH | 70.00000 490.00| 54.63000 382.41| 50.00000 350.00 PARKING BARRIER | | | 0046 616-02320 18.000 SYS | 3.00000 54.00| 2.88000 51.84| 18.00000 324.00 GEOTEXTILES | | | 0047 616-06405 9.000 TON | 50.20000 451.80| 51.75000 465.75| 90.00000 810.00 RIPRAP, REVETMENT | | | 0048 621-01004 3.000 EACH | 400.00000 1200.00| 440.00000 1320.00| 400.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-02363 3765.000 SYS | 0.48000 1807.20| 0.50000 1882.50| 0.48000 1807.20 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0050 621-02770 3172.400 SYS | 1.24000 3933.78| 1.30000 4124.12| 1.24000 3933.78 EROSION CONTROL BLANKET | | | 0051 621-03909 1.600 LBS | 1144.00000 1830.40| 1201.20000 1921.92| 1144.00000 1830.40 SEED MIXTURE, NATIVE | | | 0052 621-03909 0.600 LBS | 1230.00000 738.00| 1291.50000 774.90| 1230.00000 738.00 SEED MIXTURE, NATIVE , DISTURBED AREAS | | | 0053 621-03909 2.200 LBS | 217.00000 477.40| 227.85000 501.27| 217.00000 477.40 SEED MIXTURE, NATIVE , NURSE CROP | | | 0054 621-06545 0.500 TON | 1386.00000 693.00| 1455.30000 727.65| 1386.00000 693.00 FERTILIZER | | | 0055 621-06553 204.200 LBS | 3.85000 786.17| 4.04000 824.97| 3.85000 786.17 SEED MIXTURE, R | | | 0056 621-06565 2.400 TON | 485.00000 1164.00| 509.25000 1222.20| 485.00000 1164.00 MULCHING MATERIAL | | | 0057 621-06570 170.800 CYS | 36.40000 6217.12| 44.15000 7540.82| 65.00000 11102.00 TOP SOIL | | | 0058 621-95867 2.000 EACH | 8500.00000 17000.00| 8343.00000 16686.00| 9300.00000 18600.00 GATE VALVE, 10 IN. , FOR WATER MAIN | | | VALVE | | | 0059 622-05644 15.000 EACH | 205.00000 3075.00| 215.25000 3228.75| 205.00000 3075.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 48 TO 72 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -5 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 35-2094565 |( 3 ) 35-1185040 |NORTHERN INDIANA CONSTRUCTIO |3D COMPANY INC |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 622-05651 6.000 EACH | 405.00000 2430.00| 425.25000 2551.50| 405.00000 2430.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0061 622-05654 1398.000 EACH | 5.25000 7339.50| 5.51000 7702.98| 5.25000 7339.50 PLANT, PERENNIAL , 2 IN PLUG | | | 0062 622-05654 707.000 EACH | 16.90000 11948.30| 17.75000 12549.25| 16.90000 11948.30 PLANT, PERENNIAL , NO.1 CONTAINER | | | 0063 622-05655 518.000 EACH | 5.20000 2693.60| 5.46000 2828.28| 5.20000 2693.60 PLANT, ROOT, TUBER, CORM, BULB | | | 0064 622-05748 48.000 LFT | 134.50000 6456.00| 109.95000 5277.60| 226.00000 10848.00 TIMBER RETAINING WALL | | | 0065 628-09401 6.000 MOS | 1760.00000 10560.00| 2337.57000 14025.42| 1600.00000 9600.00 FIELD OFFICE, A | | | 0066 703-51032 449.000 LBS | 1.25000 561.25| 1.46000 655.54| 7.00000 3143.00 REINFORCING STEEL, EPOXY COATED | | | 0067 712-03812 2.000 EACH | 1205.00000 2410.00| 839.30000 1678.60| 480.00000 960.00 BENCH | | | 0068 712-05098 23.000 EACH | 381.00000 8763.00| 381.27000 8769.21| 375.00000 8625.00 TIMBER , RAILROAD TIE | | | 0069 712-94080 305.000 SFT | 49.00000 14945.00| 49.46000 15085.30| 49.30000 15036.50 TIMBER DECK , RAILING | | | 0070 714-05765 70.000 LFT | 1745.00000 122150.00| 1218.73000 85311.10| 1784.00000 124880.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 14' X 10' | | | 0071 714-08514 810.700 SFT | 64.80000 52533.36| 49.05000 39764.84| 127.10000 103039.97 WINGWALL | | | 0072 714-09726 32.000 SFT | 150.00000 4800.00| 25.59000 818.88| 85.00000 2720.00 HEADWALL | | | 0073 715-05019 42.000 LFT | 106.00000 4452.00| 69.88000 2934.96| 106.00000 4452.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0074 715-05053 40.000 LFT | 7.55000 302.00| 19.21000 768.40| 40.00000 1600.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0075 715-05149 126.000 LFT | 40.00000 5040.00| 21.69000 2732.94| 40.00000 5040.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0076 715-05154 78.000 LFT | 73.35000 5721.30| 37.38000 2915.64| 69.00000 5382.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0077 715-46020 1.000 EACH | 410.00000 410.00| 708.17000 708.17| 310.00000 310.00 PIPE END SECTION, 24 IN. | | | 0078 718-06529 2.000 EACH | 275.00000 550.00| 603.75000 1207.50| 265.00000 530.00 OUTLET PROTECTOR, 2 | | | 0079 720-45235 2.000 EACH | 1850.00000 3700.00| 1166.68000 2333.36| 1850.00000 3700.00 CATCH BASIN, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -6 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 35-2094565 |( 3 ) 35-1185040 |NORTHERN INDIANA CONSTRUCTIO |3D COMPANY INC |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 720-45410 4.000 EACH | 2380.00000 9520.00| 1512.83000 6051.32| 2380.00000 9520.00 MANHOLE, C4 | | | 0081 732-08420 623.000 SYS | 1.00000 623.00| 64.02000 39884.46| 1.00000 623.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0082 732-08421 623.000 SYS | 1.00000 623.00| 120.42000 75021.66| 1.00000 623.00 MODULAR BLOCK WALL ERECTION | | | 0083 801-03290 8.000 EACH | 130.00000 1040.00| 182.70000 1461.60| 180.00000 1440.00 CONSTRUCTION SIGN, C | | | 0084 801-04308 1.000 EACH | 310.00000 310.00| 393.75000 393.75| 400.00000 400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0085 801-06207 11597.000 LFT | 0.83000 9625.51| 0.99800 11573.81| 0.28000 3247.16 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0086 801-06211 1.000 EACH | 70.00000 70.00| 231.00000 231.00| 145.00000 145.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0087 801-06577 24.000 LFT | 5.00000 120.00| 16.01000 384.24| 14.00000 336.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0088 801-06625 8.000 EACH | 70.00000 560.00| 79.80000 638.40| 82.00000 656.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0089 801-06640 25.000 EACH | 105.00000 2625.00| 84.00000 2100.00| 85.00000 2125.00 CONSTRUCTION SIGN, A | | | 0090 801-06645 4.000 EACH | 50.00000 200.00| 19.95000 79.80| 20.00000 80.00 CONSTRUCTION SIGN, B | | | 0091 801-06775 LUMP | 51396.05000 51396.05| 52005.20000 52005.20| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0092 801-07118 64.000 LFT | 15.00000 960.00| 14.91000 954.24| 21.00000 1344.00 BARRICADE, III-A | | | 0093 801-08401 930.000 LFT | 43.20000 40176.00| 21.24000 19753.20| 21.00000 19530.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0094 801-08508 825.000 LFT | 8.70000 7177.50| 34.14000 28165.50| 41.00000 33825.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0095 802-03821 2.000 EACH | 100.00000 200.00| 762.57000 1525.14| 745.00000 1490.00 SIGN, SHEET WITH LEGEND | | | 0096 802-03896 4.000 EACH | 785.00000 3140.00| 1470.00000 5880.00| 1500.00000 6000.00 BOLLARD , DROP DOWN | | | 0097 802-03896 1.000 EACH | 315.00000 315.00| 630.00000 630.00| 640.00000 640.00 BOLLARD , STATIONARY | | | 0099 802-09838 56.000 SFT | 40.00000 2240.00| 21.38000 1197.28| 20.00000 1120.00 SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -7 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 35-2094565 |( 3 ) 35-1185040 |NORTHERN INDIANA CONSTRUCTIO |3D COMPANY INC |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 802-76055 50.000 LFT | 17.50000 875.00| 18.01000 900.50| 17.00000 850.00 SIGN POST, A | | | 0101 807-04999 72.000 EACH | 96.00000 6912.00| 213.97000 15405.84| 215.00000 15480.00 POST , WOOD | | | 0102 808-03439 200.000 LFT | 4.00000 800.00| 8.53000 1706.00| 4.00000 800.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0103 808-05866 11.000 SYS | 30.00000 330.00| 34.65000 381.15| 32.00000 352.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0104 808-06368 74.000 LFT | 4.00000 296.00| 1.87000 138.38| 4.00000 296.00 TRANSVERSE MARKING, REMOVE | | | 0105 808-06703 4597.000 LFT | 0.40000 1838.80| 0.40000 1838.80| 0.40000 1838.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0106 808-06716 3650.000 LFT | 0.50000 1825.00| 0.31000 1131.50| 0.50000 1825.00 LINE, REMOVE | | | 0107 808-75215 28.000 LFT | 2.00000 56.00| 11.19000 313.32| 2.10000 58.80 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. , STOP BAR | | | 0108 808-75245 1330.000 LFT | 0.40000 532.00| 0.54000 718.20| 0.40000 532.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0109 808-75278 149.000 LFT | 2.00000 298.00| 2.38000 354.62| 2.00000 298.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0110 808-75297 24.000 LFT | 4.00000 96.00| 12.65000 303.60| 4.30000 103.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0111 808-75320 1.000 EACH | 75.00000 75.00| 275.10000 275.10| 80.00000 80.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0112 808-75325 1.000 EACH | 90.00000 90.00| 278.25000 278.25| 95.00000 95.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0113 808-75994 37.000 EACH | 51.00000 1887.00| 53.55000 1981.35| 90.00000 3330.00 PRISMATIC REFLECTOR | | | 0114 808-92027 700.000 LFT | 1.50000 1050.00| 1.15000 805.00| 1.60000 1120.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0115 808-97664 1.000 EACH | 150.00000 150.00| 282.90000 282.90| 160.00000 160.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0116 720-45410 1.000 EACH | 2450.00000 2450.00| 1636.39000 1636.39| 2450.00000 2450.00 MANHOLE, C4 A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -8 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1690004 |( 2 ) 35-2094565 |( 3 ) 35-1185040 |NORTHERN INDIANA CONSTRUCTIO |3D COMPANY INC |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0117 808-04767 110.000 LFT | 1.00000 110.00| 1.44000 158.40| 7.50000 825.00 LINE , THERMOPLASTIC, SOLID, BLUE, 4 IN | | | 0118 802-04314 1.000 EACH | 1990.00000 1990.00| 586.50000 586.50| 550.00000 550.00 SIGN , TRAIL IDENTITY | | | SECTION TOTALS | $ 967,761.06| $ 974,829.46| $ 1,025,422.03 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 967,761.06| $ 974,829.46| $ 1,025,422.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -9 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 32-0154474 |( 5 ) 35-1065659 |( 6 ) 35-0918397 |JCI BRIDGE GROUP INC |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PUMPKINVINE TRAIL PROJECT | | | 0001 105-06845 LUMP | 18000.00000 18000.00| 10000.00000 10000.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 56000.00000 56000.00| 50000.00000 50000.00| 43000.00000 43000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 33000.00000 33000.00| 25000.00000 25000.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 135.000 SYS | 25.00000 3375.00| 25.00000 3375.00| 23.00000 3105.00 PAVEMENT REMOVAL | | | 0009 202-02241 31.250 LFT | 6.00000 187.50| 6.00000 187.50| 6.00000 187.50 GUARDRAIL, REMOVE | | | 0010 202-02272 70.000 LFT | 4.00000 280.00| 15.00000 1050.00| 19.00000 1330.00 PAVED SIDE DITCH, REMOVE | | | 0011 202-96133 32.000 LFT | 10.00000 320.00| 15.00000 480.00| 19.00000 608.00 PIPE, REMOVE , 24 in. | | | 0012 203-02000 2493.000 CYS | 16.00000 39888.00| 14.30000 35649.90| 30.00000 74790.00 EXCAVATION, COMMON | | | 0013 203-02070 2860.000 CYS | 18.00000 51480.00| 11.50000 32890.00| 19.75000 56485.00 BORROW | | | 0014 205-06931 31.800 TON | 62.00000 1971.60| 44.00000 1399.20| 63.00000 2003.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 7.000 EACH | 235.00000 1645.00| 105.00000 735.00| 105.00000 735.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 3120.500 LFT | 1.46000 4555.93| 1.46000 4555.93| 1.50000 4680.75 TEMPORARY SILT FENCE | | | 0017 207-08266 4946.000 SYS | 1.00000 4946.00| 8.00000 39568.00| 2.00000 9892.00 SUBGRADE TREATMENT, TYPE III | | | 0018 211-02050 77.000 CYS | 27.00000 2079.00| 18.00000 1386.00| 28.00000 2156.00 B BORROW | | | 0019 211-06467 16.500 CYS | 85.00000 1402.50| 25.00000 412.50| 109.00000 1798.50 AGGREGATE FOR END BENT BACKFILL | | | 0020 211-09264 224.000 CYS | 15.00000 3360.00| 18.75000 4200.00| 38.00000 8512.00 STRUCTURE BACKFILL, TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -10 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 32-0154474 |( 5 ) 35-1065659 |( 6 ) 35-0918397 |JCI BRIDGE GROUP INC |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 211-09265 585.000 CYS | 60.00000 35100.00| 45.50000 26617.50| 66.00000 38610.00 STRUCTURE BACKFILL, TYPE 2 | | | 0022 211-09266 230.000 CYS | 27.00000 6210.00| 18.00000 4140.00| 57.00000 13110.00 STRUCTURE BACKFILL, TYPE 3 | | | 0023 211-09268 313.500 CYS | 90.00000 28215.00| 60.00000 18810.00| 71.00000 22258.50 STRUCTURE BACKFILL, TYPE 5 | | | 0024 301-07448 1438.000 TON | 22.00000 31636.00| 18.35000 26387.30| 21.50000 30917.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-07455 2.500 CYS | 45.00000 112.50| 150.00000 375.00| 133.00000 332.50 DENSE GRADED SUBBASE | | | 0026 303-01180 288.500 TON | 25.00000 7212.50| 20.50000 5914.25| 27.00000 7789.50 COMPACTED AGGREGATE, NO. 53 | | | 0027 304-07491 103.500 TON | 120.00000 12420.00| 105.00000 10867.50| 140.00000 14490.00 HMA PATCHING, TYPE C | | | 0028 304-07494 39.700 TON | 140.00000 5558.00| 30.00000 1191.00| 120.00000 4764.00 WIDENING WITH HMA, TYPE C | | | 0029 402-07432 178.900 TON | 87.00000 15564.30| 77.10000 13793.19| 76.00000 13596.40 HMA SURFACE, TYPE A | | | 0030 402-07435 291.600 TON | 62.00000 18079.20| 55.50000 16183.80| 68.00000 19828.80 HMA INTERMEDIATE, TYPE A | | | 0031 402-07453 504.300 TON | 70.00000 35301.00| 40.00000 20172.00| 30.00000 15129.00 HMA FOR TEMPORARY PAVEMENT | | | 0032 406-05520 2.700 TON | 150.00000 405.00| 150.00000 405.00| 1.00000 2.70 ASPHALT FOR TACK COAT | | | 0033 601-02206 587.500 LFT | 9.00000 5287.50| 9.00000 5287.50| 9.00000 5287.50 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | 0034 601-03677 2.000 EACH | 870.00000 1740.00| 870.00000 1740.00| 870.00000 1740.00 ANCHOR, TYPE 5 | | | 0035 601-06854 2.000 EACH | 2700.00000 5400.00| 2700.00000 5400.00| 2700.00000 5400.00 GUARDRAIL, W-BEAM, NESTED | | | 0036 601-94689 2.000 EACH | 2460.00000 4920.00| 2460.00000 4920.00| 2460.00000 4920.00 GUARDRAIL END TREATMENT, OS | | | 0037 601-97080 2.000 EACH | 2000.00000 4000.00| 2000.00000 4000.00| 2000.00000 4000.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 393.750 LFT | 17.00000 6693.75| 17.00000 6693.75| 17.00000 6693.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0039 603-03692 56.000 LFT | 55.00000 3080.00| 118.00000 6608.00| 24.00000 1344.00 FENCE, WOOD | | | 0040 603-03692 1202.000 LFT | 35.00000 42070.00| 40.00000 48080.00| 24.00000 28848.00 FENCE, WOOD RAIL, 42 IN. | | | 0041 604-91531 41.100 SYS | 42.00000 1726.20| 49.80000 2046.78| 45.00000 1849.50 SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -11 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 32-0154474 |( 5 ) 35-1065659 |( 6 ) 35-0918397 |JCI BRIDGE GROUP INC |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 607-06365 52.000 LFT | 63.00000 3276.00| 83.75000 4355.00| 47.00000 2444.00 PAVED SIDE DITCH, G | | | 0043 609-06257 22.200 SYS | 100.00000 2220.00| 84.50000 1875.90| 93.00000 2064.60 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. , 10 IN | | | 0044 611-03671 1.000 EACH | 900.00000 900.00| 500.00000 500.00| 850.00000 850.00 TRASH RECEPTACLE | | | 0045 615-06496 7.000 EACH | 200.00000 1400.00| 47.49000 332.43| 50.00000 350.00 PARKING BARRIER | | | 0046 616-02320 18.000 SYS | 5.00000 90.00| 7.50000 135.00| 13.00000 234.00 GEOTEXTILES | | | 0047 616-06405 9.000 TON | 100.00000 900.00| 75.00000 675.00| 83.00000 747.00 RIPRAP, REVETMENT | | | 0048 621-01004 3.000 EACH | 400.00000 1200.00| 400.00000 1200.00| 400.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-02363 3765.000 SYS | 0.48000 1807.20| 0.48000 1807.20| 0.48000 1807.20 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0050 621-02770 3172.400 SYS | 1.24000 3933.78| 1.24000 3933.78| 1.24000 3933.78 EROSION CONTROL BLANKET | | | 0051 621-03909 1.600 LBS | 1144.00000 1830.40| 1144.00000 1830.40| 1144.00000 1830.40 SEED MIXTURE, NATIVE | | | 0052 621-03909 0.600 LBS | 1230.00000 738.00| 1230.00000 738.00| 1230.00000 738.00 SEED MIXTURE, NATIVE , DISTURBED AREAS | | | 0053 621-03909 2.200 LBS | 217.00000 477.40| 217.00000 477.40| 217.00000 477.40 SEED MIXTURE, NATIVE , NURSE CROP | | | 0054 621-06545 0.500 TON | 1386.00000 693.00| 1386.00000 693.00| 1386.00000 693.00 FERTILIZER | | | 0055 621-06553 204.200 LBS | 3.85000 786.17| 3.85000 786.17| 3.85000 786.17 SEED MIXTURE, R | | | 0056 621-06565 2.400 TON | 485.00000 1164.00| 485.00000 1164.00| 485.00000 1164.00 MULCHING MATERIAL | | | 0057 621-06570 170.800 CYS | 40.00000 6832.00| 32.00000 5465.60| 44.00000 7515.20 TOP SOIL | | | 0058 621-95867 2.000 EACH | 11500.00000 23000.00| 7500.00000 15000.00| 6200.00000 12400.00 GATE VALVE, 10 IN. , FOR WATER MAIN | | | VALVE | | | 0059 622-05644 15.000 EACH | 205.00000 3075.00| 205.00000 3075.00| 405.00000 6075.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 48 TO 72 IN. | | | 0060 622-05651 6.000 EACH | 405.00000 2430.00| 405.00000 2430.00| 5.25000 31.50 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -12 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 32-0154474 |( 5 ) 35-1065659 |( 6 ) 35-0918397 |JCI BRIDGE GROUP INC |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 622-05654 1398.000 EACH | 5.25000 7339.50| 5.25000 7339.50| 16.90000 23626.20 PLANT, PERENNIAL , 2 IN PLUG | | | 0062 622-05654 707.000 EACH | 16.90000 11948.30| 16.90000 11948.30| 5.20000 3676.40 PLANT, PERENNIAL , NO.1 CONTAINER | | | 0063 622-05655 518.000 EACH | 5.20000 2693.60| 5.20000 2693.60| 63.00000 32634.00 PLANT, ROOT, TUBER, CORM, BULB | | | 0064 622-05748 48.000 LFT | 120.00000 5760.00| 115.00000 5520.00| 270.30000 12974.40 TIMBER RETAINING WALL | | | 0065 628-09401 6.000 MOS | 2000.00000 12000.00| 1160.10000 6960.60| 1700.00000 10200.00 FIELD OFFICE, A | | | 0066 703-51032 449.000 LBS | 1.50000 673.50| 0.40000 179.60| 1.00000 449.00 REINFORCING STEEL, EPOXY COATED | | | 0067 712-03812 2.000 EACH | 800.00000 1600.00| 1200.00000 2400.00| 900.00000 1800.00 BENCH | | | 0068 712-05098 23.000 EACH | 525.00000 12075.00| 525.00000 12075.00| 261.00000 6003.00 TIMBER , RAILROAD TIE | | | 0069 712-94080 305.000 SFT | 100.00000 30500.00| 95.00000 28975.00| 115.00000 35075.00 TIMBER DECK , RAILING | | | 0070 714-05765 70.000 LFT | 1550.00000 108500.00| 2000.00000 140000.00| 2480.00000 173600.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 14' X 10' | | | 0071 714-08514 810.700 SFT | 110.00000 89177.00| 85.00000 68909.50| 96.00000 77827.20 WINGWALL | | | 0072 714-09726 32.000 SFT | 50.00000 1600.00| 146.00000 4672.00| 50.00000 1600.00 HEADWALL | | | 0073 715-05019 42.000 LFT | 65.00000 2730.00| 57.00000 2394.00| 85.00000 3570.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0074 715-05053 40.000 LFT | 14.00000 560.00| 16.90000 676.00| 21.72000 868.80 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0075 715-05149 126.000 LFT | 25.00000 3150.00| 28.60000 3603.60| 23.00000 2898.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0076 715-05154 78.000 LFT | 45.00000 3510.00| 38.70000 3018.60| 35.00000 2730.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0077 715-46020 1.000 EACH | 500.00000 500.00| 300.00000 300.00| 440.00000 440.00 PIPE END SECTION, 24 IN. | | | 0078 718-06529 2.000 EACH | 525.00000 1050.00| 365.00000 730.00| 745.00000 1490.00 OUTLET PROTECTOR, 2 | | | 0079 720-45235 2.000 EACH | 1100.00000 2200.00| 850.00000 1700.00| 2060.00000 4120.00 CATCH BASIN, E7 | | | 0080 720-45410 4.000 EACH | 2000.00000 8000.00| 1300.00000 5200.00| 2270.00000 9080.00 MANHOLE, C4 | | | 0081 732-08420 623.000 SYS | 3.00000 1869.00| 63.00000 39249.00| 40.00000 24920.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -13 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 32-0154474 |( 5 ) 35-1065659 |( 6 ) 35-0918397 |JCI BRIDGE GROUP INC |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 732-08421 623.000 SYS | 5.00000 3115.00| 207.00000 128961.00| 100.00000 62300.00 MODULAR BLOCK WALL ERECTION | | | 0083 801-03290 8.000 EACH | 174.00000 1392.00| 130.00000 1040.00| 174.00000 1392.00 CONSTRUCTION SIGN, C | | | 0084 801-04308 1.000 EACH | 375.00000 375.00| 310.00000 310.00| 375.00000 375.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0085 801-06207 11597.000 LFT | 0.95000 11017.15| 0.90000 10437.30| 0.95000 11017.15 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0086 801-06211 1.000 EACH | 220.00000 220.00| 70.00000 70.00| 65.00000 65.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0087 801-06577 24.000 LFT | 15.25000 366.00| 5.00000 120.00| 5.50000 132.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0088 801-06625 8.000 EACH | 76.00000 608.00| 70.00000 560.00| 76.00000 608.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0089 801-06640 25.000 EACH | 80.00000 2000.00| 105.00000 2625.00| 80.00000 2000.00 CONSTRUCTION SIGN, A | | | 0090 801-06645 4.000 EACH | 19.00000 76.00| 50.00000 200.00| 19.00000 76.00 CONSTRUCTION SIGN, B | | | 0091 801-06775 LUMP | 155000.00000 155000.00| 108600.00000 108600.00| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0092 801-07118 64.000 LFT | 14.20000 908.80| 15.00000 960.00| 14.20000 908.80 BARRICADE, III-A | | | 0093 801-08401 930.000 LFT | 30.00000 27900.00| 33.00000 30690.00| 33.00000 30690.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0094 801-08508 825.000 LFT | 30.00000 24750.00| 40.00000 33000.00| 40.00000 33000.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0095 802-03821 2.000 EACH | 693.24000 1386.48| 693.24000 1386.48| 690.00000 1380.00 SIGN, SHEET WITH LEGEND | | | 0096 802-03896 4.000 EACH | 1185.00000 4740.00| 1400.00000 5600.00| 1400.00000 5600.00 BOLLARD , DROP DOWN | | | 0097 802-03896 1.000 EACH | 203.79000 203.79| 600.00000 600.00| 600.00000 600.00 BOLLARD , STATIONARY | | | 0099 802-09838 56.000 SFT | 19.44000 1088.64| 19.44000 1088.64| 20.00000 1120.00 SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0100 802-76055 50.000 LFT | 16.37000 818.50| 16.37000 818.50| 16.50000 825.00 SIGN POST, A | | | 0101 807-04999 72.000 EACH | 203.79000 14672.88| 203.79000 14672.88| 32.00000 2304.00 POST , WOOD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -14 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 32-0154474 |( 5 ) 35-1065659 |( 6 ) 35-0918397 |JCI BRIDGE GROUP INC |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 808-03439 200.000 LFT | 4.00000 800.00| 4.00000 800.00| 3.85000 770.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0103 808-05866 11.000 SYS | 33.00000 363.00| 30.00000 330.00| 28.00000 308.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0104 808-06368 74.000 LFT | 1.78000 131.72| 4.00000 296.00| 1.00000 74.00 TRANSVERSE MARKING, REMOVE | | | 0105 808-06703 4597.000 LFT | 0.40000 1838.80| 0.40000 1838.80| 0.55000 2528.35 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0106 808-06716 3650.000 LFT | 0.29000 1058.50| 0.50000 1825.00| 0.38000 1387.00 LINE, REMOVE | | | 0107 808-75215 28.000 LFT | 2.00000 56.00| 2.00000 56.00| 3.85000 107.80 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. , STOP BAR | | | 0108 808-75245 1330.000 LFT | 0.40000 532.00| 0.40000 532.00| 0.55000 731.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0109 808-75278 149.000 LFT | 2.00000 298.00| 2.00000 298.00| 1.93000 287.57 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0110 808-75297 24.000 LFT | 4.00000 96.00| 4.00000 96.00| 3.85000 92.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0111 808-75320 1.000 EACH | 75.00000 75.00| 75.00000 75.00| 79.00000 79.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0112 808-75325 1.000 EACH | 90.00000 90.00| 90.00000 90.00| 100.00000 100.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0113 808-75994 37.000 EACH | 90.00000 3330.00| 90.00000 3330.00| 3.11000 115.07 PRISMATIC REFLECTOR | | | 0114 808-92027 700.000 LFT | 1.50000 1050.00| 1.50000 1050.00| 1.10000 770.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0115 808-97664 1.000 EACH | 150.00000 150.00| 150.00000 150.00| 400.00000 400.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0116 720-45410 1.000 EACH | 2000.00000 2000.00| 1500.00000 1500.00| 2300.00000 2300.00 MANHOLE, C4 A | | | 0117 808-04767 110.000 LFT | 7.00000 770.00| 7.00000 770.00| 16.00000 1760.00 LINE , THERMOPLASTIC, SOLID, BLUE, 4 IN | | | 0118 802-04314 1.000 EACH | 510.00000 510.00| 510.00000 510.00| 510.00000 510.00 SIGN , TRAIL IDENTITY | | | SECTION TOTALS | $ 1,121,201.59| $ 1,190,830.38| $ 1,220,835.19 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,121,201.59| $ 1,190,830.38| $ 1,220,835.19 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -15 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PUMPKINVINE TRAIL PROJECT | | | 0001 105-06845 LUMP | 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 54000.00000 54000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 50000.00000 50000.00| | CLEARING RIGHT OF WAY | | | 0008 202-02240 135.000 SYS | 10.00000 1350.00| | PAVEMENT REMOVAL | | | 0009 202-02241 31.250 LFT | 10.00000 312.50| | GUARDRAIL, REMOVE | | | 0010 202-02272 70.000 LFT | 25.00000 1750.00| | PAVED SIDE DITCH, REMOVE | | | 0011 202-96133 32.000 LFT | 20.00000 640.00| | PIPE, REMOVE , 24 in. | | | 0012 203-02000 2493.000 CYS | 20.00000 49860.00| | EXCAVATION, COMMON | | | 0013 203-02070 2860.000 CYS | 12.00000 34320.00| | BORROW | | | 0014 205-06931 31.800 TON | 50.00000 1590.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 7.000 EACH | 200.00000 1400.00| | TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 3120.500 LFT | 20.00000 62410.00| | TEMPORARY SILT FENCE | | | 0017 207-08266 4946.000 SYS | 5.00000 24730.00| | SUBGRADE TREATMENT, TYPE III | | | 0018 211-02050 77.000 CYS | 28.00000 2156.00| | B BORROW | | | 0019 211-06467 16.500 CYS | 75.00000 1237.50| | AGGREGATE FOR END BENT BACKFILL | | | 0020 211-09264 224.000 CYS | 25.00000 5600.00| | STRUCTURE BACKFILL, TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -16 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 211-09265 585.000 CYS | 35.00000 20475.00| | STRUCTURE BACKFILL, TYPE 2 | | | 0022 211-09266 230.000 CYS | 80.00000 18400.00| | STRUCTURE BACKFILL, TYPE 3 | | | 0023 211-09268 313.500 CYS | 100.00000 31350.00| | STRUCTURE BACKFILL, TYPE 5 | | | 0024 301-07448 1438.000 TON | 25.00000 35950.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-07455 2.500 CYS | 75.00000 187.50| | DENSE GRADED SUBBASE | | | 0026 303-01180 288.500 TON | 25.00000 7212.50| | COMPACTED AGGREGATE, NO. 53 | | | 0027 304-07491 103.500 TON | 192.00000 19872.00| | HMA PATCHING, TYPE C | | | 0028 304-07494 39.700 TON | 192.00000 7622.40| | WIDENING WITH HMA, TYPE C | | | 0029 402-07432 178.900 TON | 152.00000 27192.80| | HMA SURFACE, TYPE A | | | 0030 402-07435 291.600 TON | 137.00000 39949.20| | HMA INTERMEDIATE, TYPE A | | | 0031 402-07453 504.300 TON | 138.00000 69593.40| | HMA FOR TEMPORARY PAVEMENT | | | 0032 406-05520 2.700 TON | 800.00000 2160.00| | ASPHALT FOR TACK COAT | | | 0033 601-02206 587.500 LFT | 30.00000 17625.00| | TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | 0034 601-03677 2.000 EACH | 1200.00000 2400.00| | ANCHOR, TYPE 5 | | | 0035 601-06854 2.000 EACH | 3000.00000 6000.00| | GUARDRAIL, W-BEAM, NESTED | | | 0036 601-94689 2.000 EACH | 3000.00000 6000.00| | GUARDRAIL END TREATMENT, OS | | | 0037 601-97080 2.000 EACH | 3000.00000 6000.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 393.750 LFT | 25.00000 9843.75| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0039 603-03692 56.000 LFT | 140.00000 7840.00| | FENCE, WOOD | | | 0040 603-03692 1202.000 LFT | 100.00000 120200.00| | FENCE, WOOD RAIL, 42 IN. | | | 0041 604-91531 41.100 SYS | 55.00000 2260.50| | SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -17 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 607-06365 52.000 LFT | 50.00000 2600.00| | PAVED SIDE DITCH, G | | | 0043 609-06257 22.200 SYS | 100.00000 2220.00| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. , 10 IN | | | 0044 611-03671 1.000 EACH | 2500.00000 2500.00| | TRASH RECEPTACLE | | | 0045 615-06496 7.000 EACH | 150.00000 1050.00| | PARKING BARRIER | | | 0046 616-02320 18.000 SYS | 2.00000 36.00| | GEOTEXTILES | | | 0047 616-06405 9.000 TON | 50.00000 450.00| | RIPRAP, REVETMENT | | | 0048 621-01004 3.000 EACH | 1500.00000 4500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-02363 3765.000 SYS | 2.00000 7530.00| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0050 621-02770 3172.400 SYS | 2.00000 6344.80| | EROSION CONTROL BLANKET | | | 0051 621-03909 1.600 LBS | 500.00000 800.00| | SEED MIXTURE, NATIVE | | | 0052 621-03909 0.600 LBS | 500.00000 300.00| | SEED MIXTURE, NATIVE , DISTURBED AREAS | | | 0053 621-03909 2.200 LBS | 500.00000 1100.00| | SEED MIXTURE, NATIVE , NURSE CROP | | | 0054 621-06545 0.500 TON | 1500.00000 750.00| | FERTILIZER | | | 0055 621-06553 204.200 LBS | 5.00000 1021.00| | SEED MIXTURE, R | | | 0056 621-06565 2.400 TON | 500.00000 1200.00| | MULCHING MATERIAL | | | 0057 621-06570 170.800 CYS | 25.00000 4270.00| | TOP SOIL | | | 0058 621-95867 2.000 EACH | 3000.00000 6000.00| | GATE VALVE, 10 IN. , FOR WATER MAIN | | | VALVE | | | 0059 622-05644 15.000 EACH | 300.00000 4500.00| | PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 48 TO 72 IN. | | | 0060 622-05651 6.000 EACH | 400.00000 2400.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -18 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 622-05654 1398.000 EACH | 8.00000 11184.00| | PLANT, PERENNIAL , 2 IN PLUG | | | 0062 622-05654 707.000 EACH | 15.00000 10605.00| | PLANT, PERENNIAL , NO.1 CONTAINER | | | 0063 622-05655 518.000 EACH | 5.00000 2590.00| | PLANT, ROOT, TUBER, CORM, BULB | | | 0064 622-05748 48.000 LFT | 150.00000 7200.00| | TIMBER RETAINING WALL | | | 0065 628-09401 6.000 MOS | 2000.00000 12000.00| | FIELD OFFICE, A | | | 0066 703-51032 449.000 LBS | 3.00000 1347.00| | REINFORCING STEEL, EPOXY COATED | | | 0067 712-03812 2.000 EACH | 2500.00000 5000.00| | BENCH | | | 0068 712-05098 23.000 EACH | 275.00000 6325.00| | TIMBER , RAILROAD TIE | | | 0069 712-94080 305.000 SFT | 20.00000 6100.00| | TIMBER DECK , RAILING | | | 0070 714-05765 70.000 LFT | 1200.00000 84000.00| | CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 14' X 10' | | | 0071 714-08514 810.700 SFT | 100.00000 81070.00| | WINGWALL | | | 0072 714-09726 32.000 SFT | 150.00000 4800.00| | HEADWALL | | | 0073 715-05019 42.000 LFT | 100.00000 4200.00| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0074 715-05053 40.000 LFT | 20.00000 800.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0075 715-05149 126.000 LFT | 40.00000 5040.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0076 715-05154 78.000 LFT | 55.00000 4290.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0077 715-46020 1.000 EACH | 800.00000 800.00| | PIPE END SECTION, 24 IN. | | | 0078 718-06529 2.000 EACH | 500.00000 1000.00| | OUTLET PROTECTOR, 2 | | | 0079 720-45235 2.000 EACH | 2500.00000 5000.00| | CATCH BASIN, E7 | | | 0080 720-45410 4.000 EACH | 2500.00000 10000.00| | MANHOLE, C4 | | | 0081 732-08420 623.000 SYS | 100.00000 62300.00| | MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -19 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 732-08421 623.000 SYS | 200.00000 124600.00| | MODULAR BLOCK WALL ERECTION | | | 0083 801-03290 8.000 EACH | 400.00000 3200.00| | CONSTRUCTION SIGN, C | | | 0084 801-04308 1.000 EACH | 450.00000 450.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0085 801-06207 11597.000 LFT | 2.00000 23194.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0086 801-06211 1.000 EACH | 78.00000 78.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0087 801-06577 24.000 LFT | 10.00000 240.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0088 801-06625 8.000 EACH | 125.00000 1000.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0089 801-06640 25.000 EACH | 300.00000 7500.00| | CONSTRUCTION SIGN, A | | | 0090 801-06645 4.000 EACH | 200.00000 800.00| | CONSTRUCTION SIGN, B | | | 0091 801-06775 LUMP | 50000.00000 50000.00| | MAINTAINING TRAFFIC | | | 0092 801-07118 64.000 LFT | 20.00000 1280.00| | BARRICADE, III-A | | | 0093 801-08401 930.000 LFT | 30.00000 27900.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0094 801-08508 825.000 LFT | 32.00000 26400.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0095 802-03821 2.000 EACH | 831.89000 1663.78| | SIGN, SHEET WITH LEGEND | | | 0096 802-03896 4.000 EACH | 2500.00000 10000.00| | BOLLARD , DROP DOWN | | | 0097 802-03896 1.000 EACH | 2500.00000 2500.00| | BOLLARD , STATIONARY | | | 0099 802-09838 56.000 SFT | 20.00000 1120.00| | SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0100 802-76055 50.000 LFT | 30.00000 1500.00| | SIGN POST, A | | | 0101 807-04999 72.000 EACH | 244.55000 17607.60| | POST , WOOD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 290 -20 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : SR -32922-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 808-03439 200.000 LFT | 10.00000 2000.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0103 808-05866 11.000 SYS | 30.00000 330.00| | PAVEMENT MESSAGE MARKING, REMOVE | | | 0104 808-06368 74.000 LFT | 2.00000 148.00| | TRANSVERSE MARKING, REMOVE | | | 0105 808-06703 4597.000 LFT | 2.00000 9194.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0106 808-06716 3650.000 LFT | 2.00000 7300.00| | LINE, REMOVE | | | 0107 808-75215 28.000 LFT | 3.00000 84.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. , STOP BAR | | | 0108 808-75245 1330.000 LFT | 2.00000 2660.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0109 808-75278 149.000 LFT | 3.00000 447.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0110 808-75297 24.000 LFT | 10.00000 240.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0111 808-75320 1.000 EACH | 250.00000 250.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0112 808-75325 1.000 EACH | 250.00000 250.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0113 808-75994 37.000 EACH | 5.00000 185.00| | PRISMATIC REFLECTOR | | | 0114 808-92027 700.000 LFT | 3.00000 2100.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0115 808-97664 1.000 EACH | 480.00000 480.00| | PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0116 720-45410 1.000 EACH | 3500.00000 3500.00| | MANHOLE, C4 A | | | 0117 808-04767 110.000 LFT | 20.00000 2200.00| | LINE , THERMOPLASTIC, SOLID, BLUE, 4 IN | | | 0118 802-04314 1.000 EACH | 612.00000 612.00| | SIGN , TRAIL IDENTITY | | | SECTION TOTALS | $ 1,507,730.23| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,507,730.23| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 300 -1 VENDOR RANKING CALL ORDER : 300 CONTRACT ID : SR -32923-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ROAD REHABILITATION COMPLETION DATE : 08/06/10 LOCATION : ON MIDDLEBURY STREET FROM MAIN STREET TO ZOLLINGER ROAD PROJECT(S) : 0901878 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 177,557.27 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 194,119.31 109.3277% 3 35-1185040 NIBLOCK EXCAVATING INC $ 198,227.00 111.6412% 4 35-0997978 PHEND & BROWN INC $ 251,012.50 141.3699% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 300 -2 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : SR -32923-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0918397 |( 3 ) 35-1185040 |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE | | | 0001 105-06845 LUMP | 6000.00000 6000.00| 10400.00000 10400.00| 1500.00000 1500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 7500.00000 7500.00| 42000.00000 42000.00| 9755.00000 9755.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 304-07490 455.000 TON | 40.00000 18200.00| 20.00000 9100.00| 65.00000 29575.00 HMA PATCHING, TYPE B , FULL DEPTH | | | 0008 304-07490 141.000 TON | 40.00000 5640.00| 15.00000 2115.00| 65.00000 9165.00 HMA PATCHING, TYPE B , PARTIAL DEPTH | | | 0009 306-08034 14180.000 SYS | 1.20000 17016.00| 0.50000 7090.00| 0.65000 9217.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0010 306-08432 1220.000 SYS | 2.10000 2562.00| 0.50000 610.00| 0.45000 549.00 MILLING, APPROACH | | | 0011 402-07433 1175.000 TON | 52.00000 61100.00| 54.00000 63450.00| 70.00000 82250.00 HMA SURFACE, TYPE B | | | 0012 402-07451 94.000 TON | 40.00000 3760.00| 54.00000 5076.00| 60.00000 5640.00 HMA WEDGE AND LEVEL, TYPE B | | | 0013 406-05520 4.000 TON | 250.00000 1000.00| 0.01000 0.04| 500.00000 2000.00 ASPHALT FOR TACK COAT | | | 0014 604-07897 13.500 SYS | 123.00000 1660.50| 120.00000 1620.00| 135.00000 1822.50 CURB RAMP, CONCRETE, C | | | 0015 604-07900 129.600 SYS | 83.00000 10756.80| 120.00000 15552.00| 110.00000 14256.00 CURB RAMP, CONCRETE, F | | | 0016 604-07901 49.000 SYS | 111.00000 5439.00| 120.00000 5880.00| 130.00000 6370.00 CURB RAMP, CONCRETE, G | | | 0017 604-07902 25.200 SYS | 87.00000 2192.40| 120.00000 3024.00| 120.00000 3024.00 CURB RAMP, CONCRETE, H | | | 0018 604-91531 62.000 SYS | 41.20000 2554.40| 43.00000 2666.00| 32.00000 1984.00 SIDEWALK, CONCRETE, 4 IN. | | | 0019 610-07487 101.000 TON | 100.00000 10100.00| 54.00000 5454.00| 75.00000 7575.00 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 300 -3 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : SR -32923-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0918397 |( 3 ) 35-1185040 |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |NIBLOCK EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 628-09408 3.000 MOS | 305.00000 915.00| 260.00000 780.00| 350.00000 1050.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0021 628-09409 3.000 MOS | 75.00000 225.00| 100.00000 300.00| 110.00000 330.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0022 720-44000 27.000 EACH | 75.00000 2025.00| 259.00000 6993.00| 1.00000 27.00 CASTING, ADJUST TO GRADE | | | 0023 801-03290 2.000 EACH | 105.00000 210.00| 105.00000 210.00| 105.00000 210.00 CONSTRUCTION SIGN, C | | | 0024 801-06203 495.000 LFT | 1.25000 618.75| 1.25000 618.75| 2.00000 990.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 495.000 LFT | 0.88000 435.60| 1.50000 742.50| 1.10000 544.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 20.000 EACH | 100.00000 2000.00| 91.00000 1820.00| 91.00000 1820.00 CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP | 11500.00000 11500.00| 5000.00000 5000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0028 801-92448 6.000 DAY | 90.00000 540.00| 2.50000 15.00| 2.50000 15.00 CONSTRUCTION SIGNS, MOBILE | | | 0029 808-03439 50.000 LFT | 4.00000 200.00| 4.00000 200.00| 4.00000 200.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0030 808-75240 850.000 LFT | 0.45000 382.50| 0.45000 382.50| 0.40000 340.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0031 808-75245 2550.000 LFT | 0.45000 1147.50| 0.45000 1147.50| 0.40000 1020.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0032 808-75297 190.000 LFT | 3.78000 718.20| 3.76000 714.40| 4.00000 760.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0033 808-75300 1134.000 LFT | 0.93000 1054.62| 0.93000 1054.62| 1.00000 1134.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0034 808-75320 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | SECTION TOTALS | $ 177,557.27| $ 194,119.31| $ 198,227.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 177,557.27| $ 194,119.31| $ 198,227.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 300 -4 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : SR -32923-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE | | | 0001 105-06845 LUMP | 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 12500.00000 12500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 304-07490 455.000 TON | 92.00000 41860.00| | HMA PATCHING, TYPE B , FULL DEPTH | | | 0008 304-07490 141.000 TON | 125.00000 17625.00| | HMA PATCHING, TYPE B , PARTIAL DEPTH | | | 0009 306-08034 14180.000 SYS | 1.35000 19143.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0010 306-08432 1220.000 SYS | 2.30000 2806.00| | MILLING, APPROACH | | | 0011 402-07433 1175.000 TON | 64.00000 75200.00| | HMA SURFACE, TYPE B | | | 0012 402-07451 94.000 TON | 64.00000 6016.00| | HMA WEDGE AND LEVEL, TYPE B | | | 0013 406-05520 4.000 TON | 1.00000 4.00| | ASPHALT FOR TACK COAT | | | 0014 604-07897 13.500 SYS | 200.00000 2700.00| | CURB RAMP, CONCRETE, C | | | 0015 604-07900 129.600 SYS | 140.00000 18144.00| | CURB RAMP, CONCRETE, F | | | 0016 604-07901 49.000 SYS | 325.00000 15925.00| | CURB RAMP, CONCRETE, G | | | 0017 604-07902 25.200 SYS | 255.00000 6426.00| | CURB RAMP, CONCRETE, H | | | 0018 604-91531 62.000 SYS | 30.00000 1860.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0019 610-07487 101.000 TON | 111.00000 11211.00| | HMA FOR APPROACHES, TYPE B | | | 0020 628-09408 3.000 MOS | 240.00000 720.00| | MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 300 -5 TABULATION OF BIDS CALL ORDER : 300 CONTRACT ID : SR -32923-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 628-09409 3.000 MOS | 180.00000 540.00| | MOBILE INTERNET SERVICE , 1 EACH | | | 0022 720-44000 27.000 EACH | 100.00000 2700.00| | CASTING, ADJUST TO GRADE | | | 0023 801-03290 2.000 EACH | 105.00000 210.00| | CONSTRUCTION SIGN, C | | | 0024 801-06203 495.000 LFT | 2.00000 990.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 495.000 LFT | 2.10000 1039.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 20.000 EACH | 91.00000 1820.00| | CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP | 3000.00000 3000.00| | MAINTAINING TRAFFIC | | | 0028 801-92448 6.000 DAY | 2.50000 15.00| | CONSTRUCTION SIGNS, MOBILE | | | 0029 808-03439 50.000 LFT | 4.00000 200.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0030 808-75240 850.000 LFT | 0.40000 340.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0031 808-75245 2550.000 LFT | 0.40000 1020.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0032 808-75297 190.000 LFT | 4.00000 760.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0033 808-75300 1134.000 LFT | 1.00000 1134.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0034 808-75320 1.000 EACH | 100.00000 100.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | SECTION TOTALS | $ 251,012.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 251,012.50| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 310 -1 VENDOR RANKING CALL ORDER : 310 CONTRACT ID : SR -32924-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 08/06/10 LOCATION : ON DIERDORFF ROAD (CR 27) FROM CR 40 TO KERCHER ROAD PROJECT(S) : 0901879 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 105,700.51 100.0000% 2 35-1185040 NIBLOCK EXCAVATING INC $ 124,679.00 117.9550% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 132,824.45 125.6611% 4 35-0997978 PHEND & BROWN INC $ 158,196.41 149.6648% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 310 -2 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : SR -32924-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-0918397 |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 2000.00000 2000.00| 1000.00000 1000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 4000.00000 4000.00| 4000.00000 4000.00| 27000.00000 27000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 301-07448 219.000 TON | 10.00000 2190.00| 1.00000 219.00| 17.00000 3723.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 303-01180 217.000 TON | 10.00000 2170.00| 15.00000 3255.00| 17.00000 3689.00 COMPACTED AGGREGATE, NO. 53 | | | 0009 304-07490 235.000 TON | 40.00000 9400.00| 60.00000 14100.00| 20.00000 4700.00 HMA PATCHING, TYPE B , FULL DEPTH | | | 0010 304-07490 109.000 TON | 40.00000 4360.00| 60.00000 6540.00| 15.00000 1635.00 HMA PATCHING, TYPE B , PARTIAL DEPTH | | | 0011 306-08034 10940.000 SYS | 1.00000 10940.00| 0.65000 7111.00| 0.80000 8752.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0012 306-08432 1325.000 SYS | 1.10000 1457.50| 0.65000 861.25| 0.80000 1060.00 MILLING, APPROACH | | | 0013 402-07433 910.000 TON | 53.00000 48230.00| 70.00000 63700.00| 52.00000 47320.00 HMA SURFACE, TYPE B | | | 0014 402-07451 73.000 TON | 40.00000 2920.00| 55.00000 4015.00| 52.00000 3796.00 HMA WEDGE AND LEVEL, TYPE B | | | 0016 610-07487 110.000 TON | 67.00000 7370.00| 70.00000 7700.00| 52.00000 5720.00 HMA FOR APPROACHES, TYPE B | | | 0017 628-09408 3.000 MOS | 150.00000 450.00| 350.00000 1050.00| 260.00000 780.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0018 628-09409 3.000 MOS | 50.00000 150.00| 110.00000 330.00| 100.00000 300.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0019 801-03290 2.000 EACH | 129.00000 258.00| 129.00000 258.00| 129.00000 258.00 CONSTRUCTION SIGN, C | | | 0020 801-06203 440.000 LFT | 2.00000 880.00| 2.00000 880.00| 2.00000 880.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 310 -3 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : SR -32924-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-0918397 |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 801-06207 440.000 LFT | 0.83000 365.20| 1.10000 484.00| 1.89000 831.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0022 801-06640 10.000 EACH | 99.00000 990.00| 99.00000 990.00| 99.00000 990.00 CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP | 3175.00000 3175.00| 2498.94000 2498.94| 7700.00000 7700.00 MAINTAINING TRAFFIC | | | 0024 801-92448 6.000 DAY | 20.00000 120.00| 2.00000 12.00| 2.50000 15.00 CONSTRUCTION SIGNS, MOBILE | | | 0025 808-06703 8525.000 LFT | 0.27000 2301.75| 0.27000 2301.75| 0.27000 2301.75 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0026 808-75240 868.000 LFT | 0.27000 234.36| 0.27000 234.36| 0.27000 234.36 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0027 808-75245 1610.000 LFT | 0.27000 434.70| 0.27000 434.70| 0.27000 434.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0028 808-75297 140.000 LFT | 5.00000 700.00| 5.00000 700.00| 5.00000 700.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0029 406-05520 4.000 TON | 150.00000 600.00| 500.00000 2000.00| 0.01000 0.04 ASPHALT FOR TACK COAT | | | SECTION TOTALS | $ 105,700.51| $ 124,679.00| $ 132,824.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 105,700.51| $ 124,679.00| $ 132,824.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 310 -4 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : SR -32924-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 8000.00000 8000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 301-07448 219.000 TON | 10.00000 2190.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 303-01180 217.000 TON | 10.00000 2170.00| | COMPACTED AGGREGATE, NO. 53 | | | 0009 304-07490 235.000 TON | 92.00000 21620.00| | HMA PATCHING, TYPE B , FULL DEPTH | | | 0010 304-07490 109.000 TON | 130.00000 14170.00| | HMA PATCHING, TYPE B , PARTIAL DEPTH | | | 0011 306-08034 10940.000 SYS | 1.25000 13675.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0012 306-08432 1325.000 SYS | 2.40000 3180.00| | MILLING, APPROACH | | | 0013 402-07433 910.000 TON | 64.00000 58240.00| | HMA SURFACE, TYPE B | | | 0014 402-07451 73.000 TON | 64.00000 4672.00| | HMA WEDGE AND LEVEL, TYPE B | | | 0016 610-07487 110.000 TON | 111.00000 12210.00| | HMA FOR APPROACHES, TYPE B | | | 0017 628-09408 3.000 MOS | 240.00000 720.00| | MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0018 628-09409 3.000 MOS | 180.00000 540.00| | MOBILE INTERNET SERVICE , 1 EACH | | | 0019 801-03290 2.000 EACH | 129.00000 258.00| | CONSTRUCTION SIGN, C | | | 0020 801-06203 440.000 LFT | 2.00000 880.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0021 801-06207 440.000 LFT | 2.25000 990.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 310 -5 TABULATION OF BIDS CALL ORDER : 310 CONTRACT ID : SR -32924-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 801-06640 10.000 EACH | 99.00000 990.00| | CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP | 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0024 801-92448 6.000 DAY | 2.10000 12.60| | CONSTRUCTION SIGNS, MOBILE | | | 0025 808-06703 8525.000 LFT | 0.27000 2301.75| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0026 808-75240 868.000 LFT | 0.27000 234.36| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0027 808-75245 1610.000 LFT | 0.27000 434.70| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0028 808-75297 140.000 LFT | 5.00000 700.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0029 406-05520 4.000 TON | 1.00000 4.00| | ASPHALT FOR TACK COAT | | | SECTION TOTALS | $ 158,196.41| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 158,196.41| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 312 -1 VENDOR RANKING CALL ORDER : 312 CONTRACT ID : SR -32925-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ROADSIDE MAINTENANCE COMPLETION DATE : 08/06/10 LOCATION : ON CLINTON STREET FROM 410' WEST OF TANGLEWOOD DRIVE PROJECT(S) : 0901880 TO GREEN ROAD ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 131,962.28 100.0000% 2 35-1185040 NIBLOCK EXCAVATING INC $ 164,690.00 124.8008% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 177,513.17 134.5181% 4 35-0997978 PHEND & BROWN INC $ 216,343.50 163.9434% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 312 -2 TABULATION OF BIDS CALL ORDER : 312 CONTRACT ID : SR -32925-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-0918397 |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 1000.00000 1000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 6000.00000 6000.00| 3750.00000 3750.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 301-07448 295.000 TON | 5.00000 1475.00| 1.00000 295.00| 15.00000 4425.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 304-07490 317.000 TON | 10.00000 3170.00| 65.00000 20605.00| 20.00000 6340.00 HMA PATCHING, TYPE B , FULL DEPTH | | | 0009 304-07490 147.000 TON | 8.00000 1176.00| 65.00000 9555.00| 15.00000 2205.00 HMA PATCHING, TYPE B , PARTIAL DEPTH | | | 0010 306-08034 14755.000 SYS | 0.75000 11066.25| 0.75000 11066.25| 0.70000 10328.50 MILLING, ASPHALT, 1 1/2 IN. | | | 0011 306-08432 580.000 SYS | 4.50000 2610.00| 0.65000 377.00| 0.70000 406.00 MILLING, APPROACH | | | 0012 402-07433 1220.000 TON | 53.00000 64660.00| 70.00000 85400.00| 52.00000 63440.00 HMA SURFACE, TYPE B | | | 0013 402-07451 97.000 TON | 20.00000 1940.00| 55.00000 5335.00| 52.00000 5044.00 HMA WEDGE AND LEVEL, TYPE B | | | 0014 406-05520 4.000 TON | 250.00000 1000.00| 500.00000 2000.00| 0.01000 0.04 ASPHALT FOR TACK COAT | | | 0015 604-07894 14.000 SYS | 125.00000 1750.00| 110.00000 1540.00| 130.00000 1820.00 CURB RAMP, CONCRETE, A | | | 0016 604-07897 8.100 SYS | 175.00000 1417.50| 140.00000 1134.00| 130.00000 1053.00 CURB RAMP, CONCRETE, C | | | 0017 604-07901 14.700 SYS | 130.00000 1911.00| 120.00000 1764.00| 130.00000 1911.00 CURB RAMP, CONCRETE, G | | | 0018 604-07902 18.900 SYS | 120.00000 2268.00| 125.00000 2362.50| 130.00000 2457.00 CURB RAMP, CONCRETE, H | | | 0019 604-07903 8.900 SYS | 124.00000 1103.60| 95.00000 845.50| 130.00000 1157.00 CURB RAMP, CONCRETE, K | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 312 -3 TABULATION OF BIDS CALL ORDER : 312 CONTRACT ID : SR -32925-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-0918397 |BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 604-91531 34.000 SYS | 33.00000 1122.00| 32.00000 1088.00| 41.00000 1394.00 SIDEWALK, CONCRETE, 4 IN. | | | 0021 610-07487 50.000 TON | 118.00000 5900.00| 75.00000 3750.00| 52.00000 2600.00 HMA FOR APPROACHES, TYPE B | | | 0022 628-09408 3.000 MOS | 200.00000 600.00| 350.00000 1050.00| 260.00000 780.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0023 628-09409 3.000 MOS | 20.00000 60.00| 110.00000 330.00| 100.00000 300.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0024 720-44000 43.000 EACH | 30.00000 1290.00| 1.00000 43.00| 230.00000 9890.00 CASTING, ADJUST TO GRADE | | | 0025 801-03290 2.000 EACH | 115.00000 230.00| 115.00000 230.00| 115.00000 230.00 CONSTRUCTION SIGN, C | | | 0026 801-06203 298.000 LFT | 1.50000 447.00| 3.00000 894.00| 1.50000 447.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0027 801-06207 298.000 LFT | 5.00000 1490.00| 1.35000 402.30| 1.00000 298.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0028 801-06640 15.000 EACH | 93.00000 1395.00| 93.00000 1395.00| 93.00000 1395.00 CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP | 8685.00000 8685.00| 3874.95000 3874.95| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0030 801-92448 6.000 DAY | 93.00000 558.00| 2.00000 12.00| 2.50000 15.00 CONSTRUCTION SIGNS, MOBILE | | | 0031 808-06701 1005.000 LFT | 0.40000 402.00| 0.30000 301.50| 0.34000 341.70 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0032 808-06703 50.000 LFT | 0.34000 17.00| 0.30000 15.00| 0.34000 17.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0033 808-75245 5200.000 LFT | 0.34000 1768.00| 0.30000 1560.00| 0.34000 1768.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0034 808-75297 240.000 LFT | 3.75000 900.00| 4.00000 960.00| 3.75000 900.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0035 808-75300 1401.000 LFT | 0.93000 1302.93| 1.00000 1401.00| 0.93000 1302.93 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0036 808-75320 2.000 EACH | 75.00000 150.00| 100.00000 200.00| 75.00000 150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0037 808-75325 1.000 EACH | 94.00000 94.00| 150.00000 150.00| 94.00000 94.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 131,962.28| $ 164,690.00| $ 177,513.17 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 131,962.28| $ 164,690.00| $ 177,513.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 312 -4 TABULATION OF BIDS CALL ORDER : 312 CONTRACT ID : SR -32925-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE | | | 0001 105-06845 LUMP | 7000.00000 7000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 10500.00000 10500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 301-07448 295.000 TON | 10.00000 2950.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 304-07490 317.000 TON | 83.00000 26311.00| | HMA PATCHING, TYPE B , FULL DEPTH | | | 0009 304-07490 147.000 TON | 125.00000 18375.00| | HMA PATCHING, TYPE B , PARTIAL DEPTH | | | 0010 306-08034 14755.000 SYS | 1.60000 23608.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0011 306-08432 580.000 SYS | 2.15000 1247.00| | MILLING, APPROACH | | | 0012 402-07433 1220.000 TON | 65.00000 79300.00| | HMA SURFACE, TYPE B | | | 0013 402-07451 97.000 TON | 65.00000 6305.00| | HMA WEDGE AND LEVEL, TYPE B | | | 0014 406-05520 4.000 TON | 1.00000 4.00| | ASPHALT FOR TACK COAT | | | 0015 604-07894 14.000 SYS | 180.00000 2520.00| | CURB RAMP, CONCRETE, A | | | 0016 604-07897 8.100 SYS | 250.00000 2025.00| | CURB RAMP, CONCRETE, C | | | 0017 604-07901 14.700 SYS | 220.00000 3234.00| | CURB RAMP, CONCRETE, G | | | 0018 604-07902 18.900 SYS | 220.00000 4158.00| | CURB RAMP, CONCRETE, H | | | 0019 604-07903 8.900 SYS | 220.00000 1958.00| | CURB RAMP, CONCRETE, K | | | 0020 604-91531 34.000 SYS | 30.00000 1020.00| | SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 312 -5 TABULATION OF BIDS CALL ORDER : 312 CONTRACT ID : SR -32925-A COUNTIES : ELKHART LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 610-07487 50.000 TON | 111.00000 5550.00| | HMA FOR APPROACHES, TYPE B | | | 0022 628-09408 3.000 MOS | 240.00000 720.00| | MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0023 628-09409 3.000 MOS | 180.00000 540.00| | MOBILE INTERNET SERVICE , 1 EACH | | | 0024 720-44000 43.000 EACH | 100.00000 4300.00| | CASTING, ADJUST TO GRADE | | | 0025 801-03290 2.000 EACH | 115.00000 230.00| | CONSTRUCTION SIGN, C | | | 0026 801-06203 298.000 LFT | 3.00000 894.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0027 801-06207 298.000 LFT | 2.00000 596.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0028 801-06640 15.000 EACH | 93.00000 1395.00| | CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP | 7000.00000 7000.00| | MAINTAINING TRAFFIC | | | 0030 801-92448 6.000 DAY | 2.00000 12.00| | CONSTRUCTION SIGNS, MOBILE | | | 0031 808-06701 1005.000 LFT | 0.30000 301.50| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0032 808-06703 50.000 LFT | 0.30000 15.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0033 808-75245 5200.000 LFT | 0.30000 1560.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0034 808-75297 240.000 LFT | 4.00000 960.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0035 808-75300 1401.000 LFT | 1.00000 1401.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0036 808-75320 2.000 EACH | 100.00000 200.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0037 808-75325 1.000 EACH | 150.00000 150.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 216,343.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 216,343.50| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 320 -1 VENDOR RANKING CALL ORDER : 320 CONTRACT ID : SR -32931-A COUNTIES : FOUNTAIN LETTING DATE : 01/27/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : ENHANCEMENT BIKE/PEDESTRIAN FACILITY COMPLETION DATE : 07/10/10 LOCATION : ON COVINGTON CIRCLE TRAIL FROM FIRST STREET TO STRINGTOWN PROJECT(S) : 0901455 ROAD ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1111003 WHITE CONSTRUCTION INC $ 638,809.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS LP $ 680,933.75 106.5943% 3 35-2113672 MCCULLOUGH & DI BENEDETTO EXCAVATING, LLC $ 809,893.21 126.7817% 4 35-1381845 GEORGE R HARVEY & SON INC $ 889,219.88 139.1996% 5 35-1636776 LINKEL COMPANY $ 931,425.08 145.8065% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 1,024,226.00 160.3337% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 320 -2 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : SR -32931-A COUNTIES : FOUNTAIN LETTING DATE : 01/27/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1111003 |( 2 ) 35-1917625 |( 3 ) 35-2113672 |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP |MCCULLOUGH & DI BENEDETTO EXC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT BIKE/PED FACILITY | | | 0001 105-06845 LUMP | 7800.00000 7800.00| 12000.00000 12000.00| 12127.00000 12127.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 15000.00000 15000.00| 33000.00000 33000.00| 37325.00000 37325.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 14372.31000 14372.31| 11000.00000 11000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0008 202-51328 LUMP | 2500.00000 2500.00| 2500.00000 2500.00| 6315.00000 6315.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 203-02000 1952.000 CYS | 24.00000 46848.00| 10.00000 19520.00| 12.00000 23424.00 EXCAVATION, COMMON | | | 0010 203-02070 2000.000 CYS | 1.00000 2000.00| 9.00000 18000.00| 13.56000 27120.00 BORROW | | | 0011 205-06932 126.000 LFT | 13.00000 1638.00| 13.50000 1701.00| 7.10000 894.60 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06934 4.300 TON | 410.00000 1763.00| 515.00000 2214.50| 470.00000 2021.00 TEMPORARY MULCHING | | | 0013 205-06937 10385.000 LFT | 1.82000 18900.70| 1.15000 11942.75| 1.40000 14539.00 TEMPORARY SILT FENCE | | | 0014 205-09543 66.000 TON | 33.00000 2178.00| 28.00000 1848.00| 33.00000 2178.00 NO 2 STONE | | | 0015 207-08266 11678.000 SYS | 1.00000 11678.00| 0.90000 10510.20| 8.50000 99263.00 SUBGRADE TREATMENT, TYPE III | | | 0016 207-08268 800.000 SYS | 18.60000 14880.00| 30.00000 24000.00| 20.00000 16000.00 SUBGRADE TREATMENT, TYPE IV | | | 0017 210-07572 2.000 EACH | 4400.00000 8800.00| 2900.00000 5800.00| 575.00000 1150.00 TABLE | | | 0019 211-09265 33.000 CYS | 60.00000 1980.00| 32.00000 1056.00| 55.25000 1823.25 STRUCTURE BACKFILL, TYPE 2 | | | 0020 301-07448 3050.000 TON | 28.00000 85400.00| 34.00000 103700.00| 26.00000 79300.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 320 -3 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : SR -32931-A COUNTIES : FOUNTAIN LETTING DATE : 01/27/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1111003 |( 2 ) 35-1917625 |( 3 ) 35-2113672 |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP |MCCULLOUGH & DI BENEDETTO EXC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 303-07449 339.000 TON | 35.00000 11865.00| 35.00000 11865.00| 36.00000 12204.00 COMPACTED AGGREGATE, NO. 73 | | | 0022 402-07432 688.600 TON | 95.50000 65761.30| 80.00000 55088.00| 88.00000 60596.80 HMA SURFACE, TYPE A | | | 0023 402-07435 972.300 TON | 88.00000 85562.40| 73.00000 70977.90| 81.00000 78756.30 HMA INTERMEDIATE, TYPE A | | | 0024 402-07450 86.800 TON | 88.00000 7638.40| 91.00000 7898.80| 100.00000 8680.00 HMA WEDGE AND LEVEL, TYPE A | | | 0025 603-01891 3.000 EACH | 1710.00000 5130.00| 1600.00000 4800.00| 1400.00000 4200.00 FENCE GATE, CHAIN LINK, SECURITY, 72 IN | | | X 12 FT. | | | 0026 603-03692 88.000 LFT | 142.00000 12496.00| 140.00000 12320.00| 45.00000 3960.00 FENCE, WOOD | | | 0027 603-92636 3263.000 LFT | 16.50000 53839.50| 16.00000 52208.00| 25.00000 81575.00 FENCE, CHAIN LINK, 72 IN. | | | 0028 604-91531 80.000 SYS | 43.00000 3440.00| 57.00000 4560.00| 80.00000 6400.00 SIDEWALK, CONCRETE, 4 IN. | | | 0029 611-03671 1.000 EACH | 1460.00000 1460.00| 1400.00000 1400.00| 577.50000 577.50 TRASH RECEPTACLE | | | 0030 615-03866 3.000 EACH | 235.00000 705.00| 1100.00000 3300.00| 135.00000 405.00 MILE MARKER | | | 0031 615-06496 10.000 EACH | 172.00000 1720.00| 150.00000 1500.00| 116.00000 1160.00 PARKING BARRIER | | | 0033 621-06545 1.800 TON | 610.00000 1098.00| 965.00000 1737.00| 706.00000 1270.80 FERTILIZER | | | 0034 621-06557 320.000 LBS | 1.75000 560.00| 2.50000 800.00| 1.90000 608.00 SEED MIXTURE, T | | | 0035 621-06565 4.300 TON | 480.00000 2064.00| 430.00000 1849.00| 532.00000 2287.60 MULCHING MATERIAL | | | 0036 621-06574 761.000 SYS | 4.25000 3234.25| 6.75000 5136.75| 4.85000 3690.85 SODDING | | | 0038 622-05649 7.000 EACH | 440.00000 3080.00| 365.00000 2555.00| 503.00000 3521.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0039 628-09401 9.000 MOS | 1130.00000 10170.00| 2900.00000 26100.00| 2100.00000 18900.00 FIELD OFFICE, A | | | 0040 702-51863 177.000 EACH | 7.20000 1274.40| 5.00000 885.00| 9.00000 1593.00 FIELD DRILLED HOLE IN CONCRETE | | | 0041 703-51030 3045.000 LBS | 1.90000 5785.50| 1.10000 3349.50| 0.55000 1674.75 REINFORCING STEEL | | | 0042 704-51002 25.300 CYS | 335.00000 8475.50| 700.00000 17710.00| 600.00000 15180.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 320 -4 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : SR -32931-A COUNTIES : FOUNTAIN LETTING DATE : 01/27/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1111003 |( 2 ) 35-1917625 |( 3 ) 35-2113672 |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP |MCCULLOUGH & DI BENEDETTO EXC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 706-91664 169.500 LFT | 166.00000 28137.00| 165.00000 27967.50| 230.00000 38985.00 PIPE RAILING | | | 0044 715-05173 96.000 LFT | 52.00000 4992.00| 54.00000 5184.00| 58.25000 5592.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0045 720-44000 20.000 EACH | 605.00000 12100.00| 650.00000 13000.00| 275.00000 5500.00 CASTING, ADJUST TO GRADE | | | 0046 801-06640 12.000 EACH | 126.00000 1512.00| 150.00000 1800.00| 161.00000 1932.00 CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP | 7100.00000 7100.00| 14500.00000 14500.00| 10955.00000 10955.00 MAINTAINING TRAFFIC | | | 0048 802-03821 1.000 EACH | 455.00000 455.00| 700.00000 700.00| 231.00000 231.00 SIGN, SHEET WITH LEGEND | | | 0049 802-03896 3.000 EACH | 1520.00000 4560.00| 1500.00000 4500.00| 3600.00000 10800.00 BOLLARD | | | 0050 802-03896 6.000 EACH | 575.00000 3450.00| 570.00000 3420.00| 462.00000 2772.00 BOLLARD , STATIONARY | | | 0051 802-04250 3.000 EACH | 2020.00000 6060.00| 1630.00000 4890.00| 4890.00000 14670.00 SIGN, TRAIL INFORMATION | | | 0052 802-09838 99.000 SFT | 96.00000 9504.00| 19.00000 1881.00| 30.00000 2970.00 SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0053 802-76055 40.000 LFT | 18.00000 720.00| 16.00000 640.00| 12.00000 480.00 SIGN POST, A | | | 0054 807-04999 340.000 EACH | 9.65000 3281.00| 85.00000 28900.00| 100.00000 34000.00 POST | | | 0056 808-04767 190.000 LFT | 1.15000 218.50| 5.00000 950.00| 10.00000 1900.00 LINE , THERMOPLASTIC, SOLID, BLUE, 4 IN | | | 0057 808-06703 7571.000 LFT | 1.15000 8706.65| 0.75000 5678.25| 0.75000 5678.25 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0058 808-06705 737.000 LFT | 2.25000 1658.25| 1.50000 1105.50| 1.56000 1149.72 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0060 808-97664 1.000 EACH | 350.00000 350.00| 195.00000 195.00| 312.00000 312.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0061 808-04767 12.400 LFT | 5.60000 69.44| 13.00000 161.20| 5.77000 71.55 LINE , THERMOPLASTIC, SOLID, WHITE, | | | STOP BAR | | | 0062 808-08258 102.000 LFT | 4.45000 453.90| 4.95000 504.90| 5.77000 588.54 TRANSVERSE MARKINGS , PAINT, CROSSWALK, | | | LINE, 24 IN. | | | 0063 210-04181 7.000 EACH | 1150.00000 8050.00| 1000.00000 7000.00| 742.00000 5194.00 BICYCLE RACK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 320 -5 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : SR -32931-A COUNTIES : FOUNTAIN LETTING DATE : 01/27/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1111003 |( 2 ) 35-1917625 |( 3 ) 35-2113672 |WHITE CONSTRUCTION INC |MILESTONE CONTRACTORS LP |MCCULLOUGH & DI BENEDETTO EXC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 621-03909 17.000 LBS | 360.00000 6120.00| 315.00000 5355.00| 408.00000 6936.00 SEED MIXTURE, NATIVE DISTRIBUTED AREAS | | | 0065 621-03909 95.000 LBS | 38.00000 3610.00| 36.00000 3420.00| 42.86000 4071.70 SEED MIXTURE, NATIVE , NURSE CROP | | | 0066 621-01004 3.000 EACH | 835.00000 2505.00| 625.00000 1875.00| 960.00000 2880.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 610-08446 65.000 SYS | 63.00000 4095.00| 38.00000 2470.00| 100.00000 6500.00 PCCP FOR APPROACHES, 6 IN. | | | SECTION TOTALS | $ 638,809.00| $ 680,933.75| $ 809,893.21 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 638,809.00| $ 680,933.75| $ 809,893.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 320 -6 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : SR -32931-A COUNTIES : FOUNTAIN LETTING DATE : 01/27/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-1636776 |( 6 ) 35-0918397 |GEORGE R HARVEY & SON INC |LINKEL COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT BIKE/PED FACILITY | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 50000.00000 50000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 45000.00000 45000.00| 50000.00000 50000.00| 51211.30000 51211.30 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 21000.00000 21000.00| 50000.00000 50000.00| 30726.78000 30726.78 CLEARING RIGHT OF WAY | | | 0008 202-51328 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 203-02000 1952.000 CYS | 30.00000 58560.00| 20.00000 39040.00| 30.25000 59048.00 EXCAVATION, COMMON | | | 0010 203-02070 2000.000 CYS | 10.00000 20000.00| 12.00000 24000.00| 8.53000 17060.00 BORROW | | | 0011 205-06932 126.000 LFT | 14.00000 1764.00| 15.00000 1890.00| 12.73000 1603.98 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06934 4.300 TON | 444.50000 1911.35| 400.00000 1720.00| 404.00000 1737.20 TEMPORARY MULCHING | | | 0013 205-06937 10385.000 LFT | 1.32000 13708.20| 2.00000 20770.00| 1.20000 12462.00 TEMPORARY SILT FENCE | | | 0014 205-09543 66.000 TON | 30.00000 1980.00| 50.00000 3300.00| 26.08000 1721.28 NO 2 STONE | | | 0015 207-08266 11678.000 SYS | 12.00000 140136.00| 2.00000 23356.00| 15.41000 179957.98 SUBGRADE TREATMENT, TYPE III | | | 0016 207-08268 800.000 SYS | 15.00000 12000.00| 10.00000 8000.00| 41.10000 32880.00 SUBGRADE TREATMENT, TYPE IV | | | 0017 210-07572 2.000 EACH | 1500.00000 3000.00| 2500.00000 5000.00| 6997.99000 13995.98 TABLE | | | 0019 211-09265 33.000 CYS | 40.00000 1320.00| 30.00000 990.00| 38.12000 1257.96 STRUCTURE BACKFILL, TYPE 2 | | | 0020 301-07448 3050.000 TON | 26.50000 80825.00| 20.00000 61000.00| 32.15000 98057.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 303-07449 339.000 TON | 30.25000 10254.75| 20.00000 6780.00| 40.60000 13763.40 COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 320 -7 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : SR -32931-A COUNTIES : FOUNTAIN LETTING DATE : 01/27/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-1636776 |( 6 ) 35-0918397 |GEORGE R HARVEY & SON INC |LINKEL COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 402-07432 688.600 TON | 96.75000 66622.05| 146.00000 100535.60| 94.63000 65162.22 HMA SURFACE, TYPE A | | | 0023 402-07435 972.300 TON | 88.25000 85805.48| 136.00000 132232.80| 80.35000 78124.31 HMA INTERMEDIATE, TYPE A | | | 0024 402-07450 86.800 TON | 110.25000 9569.70| 133.00000 11544.40| 74.49000 6465.73 HMA WEDGE AND LEVEL, TYPE A | | | 0025 603-01891 3.000 EACH | 1760.00000 5280.00| 1920.00000 5760.00| 1600.00000 4800.00 FENCE GATE, CHAIN LINK, SECURITY, 72 IN | | | X 12 FT. | | | 0026 603-03692 88.000 LFT | 154.00000 13552.00| 150.00000 13200.00| 140.00000 12320.00 FENCE, WOOD | | | 0027 603-92636 3263.000 LFT | 17.60000 57428.80| 20.00000 65260.00| 16.00000 52208.00 FENCE, CHAIN LINK, 72 IN. | | | 0028 604-91531 80.000 SYS | 45.00000 3600.00| 50.00000 4000.00| 38.62000 3089.60 SIDEWALK, CONCRETE, 4 IN. | | | 0029 611-03671 1.000 EACH | 600.00000 600.00| 2500.00000 2500.00| 1536.32000 1536.32 TRASH RECEPTACLE | | | 0030 615-03866 3.000 EACH | 253.00000 759.00| 500.00000 1500.00| 230.00000 690.00 MILE MARKER | | | 0031 615-06496 10.000 EACH | 75.00000 750.00| 200.00000 2000.00| 100.00000 1000.00 PARKING BARRIER | | | 0033 621-06545 1.800 TON | 665.50000 1197.90| 1500.00000 2700.00| 605.00000 1089.00 FERTILIZER | | | 0034 621-06557 320.000 LBS | 1.85000 592.00| 5.00000 1600.00| 1.65000 528.00 SEED MIXTURE, T | | | 0035 621-06565 4.300 TON | 506.00000 2175.80| 500.00000 2150.00| 460.00000 1978.00 MULCHING MATERIAL | | | 0036 621-06574 761.000 SYS | 4.60000 3500.60| 5.00000 3805.00| 4.19000 3188.59 SODDING | | | 0038 622-05649 7.000 EACH | 478.50000 3349.50| 300.00000 2100.00| 435.00000 3045.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0039 628-09401 9.000 MOS | 2500.00000 22500.00| 1500.00000 13500.00| 2310.01000 20790.09 FIELD OFFICE, A | | | 0040 702-51863 177.000 EACH | 15.00000 2655.00| 20.00000 3540.00| 50.00000 8850.00 FIELD DRILLED HOLE IN CONCRETE | | | 0041 703-51030 3045.000 LBS | 1.25000 3806.25| 2.00000 6090.00| 1.51000 4597.95 REINFORCING STEEL | | | 0042 704-51002 25.300 CYS | 900.00000 22770.00| 1000.00000 25300.00| 1500.00000 37950.00 CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-91664 169.500 LFT | 135.00000 22882.50| 198.00000 33561.00| 165.00000 27967.50 PIPE RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 320 -8 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : SR -32931-A COUNTIES : FOUNTAIN LETTING DATE : 01/27/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-1636776 |( 6 ) 35-0918397 |GEORGE R HARVEY & SON INC |LINKEL COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0044 715-05173 96.000 LFT | 35.00000 3360.00| 100.00000 9600.00| 34.16000 3279.36 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0045 720-44000 20.000 EACH | 600.00000 12000.00| 400.00000 8000.00| 302.97000 6059.40 CASTING, ADJUST TO GRADE | | | 0046 801-06640 12.000 EACH | 137.50000 1650.00| 300.00000 3600.00| 125.00000 1500.00 CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP | 3500.00000 3500.00| 20000.00000 20000.00| 8342.10000 8342.10 MAINTAINING TRAFFIC | | | 0048 802-03821 1.000 EACH | 2530.00000 2530.00| 2750.00000 2750.00| 2299.00000 2299.00 SIGN, SHEET WITH LEGEND | | | 0049 802-03896 3.000 EACH | 1650.00000 4950.00| 1800.00000 5400.00| 1500.00000 4500.00 BOLLARD | | | 0050 802-03896 6.000 EACH | 627.00000 3762.00| 1000.00000 6000.00| 570.00000 3420.00 BOLLARD , STATIONARY | | | 0051 802-04250 3.000 EACH | 3668.50000 11005.50| 4000.00000 12000.00| 3335.00000 10005.00 SIGN, TRAIL INFORMATION | | | 0052 802-09838 99.000 SFT | 171.00000 16929.00| 185.00000 18315.00| 155.40000 15384.60 SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0053 802-76055 40.000 LFT | 20.00000 800.00| 20.00000 800.00| 18.00000 720.00 SIGN POST, A | | | 0054 807-04999 340.000 EACH | 150.00000 51000.00| 50.00000 17000.00| 165.00000 56100.00 POST | | | 0056 808-04767 190.000 LFT | 1.20000 228.00| 6.00000 1140.00| 1.10000 209.00 LINE , THERMOPLASTIC, SOLID, BLUE, 4 IN | | | 0057 808-06703 7571.000 LFT | 1.20000 9085.20| 2.00000 15142.00| 1.10000 8328.10 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0058 808-06705 737.000 LFT | 2.45000 1805.65| 3.00000 2211.00| 2.20000 1621.40 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0060 808-97664 1.000 EACH | 380.00000 380.00| 500.00000 500.00| 345.12000 345.12 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0061 808-04767 12.400 LFT | 6.00000 74.40| 15.00000 186.00| 5.50000 68.20 LINE , THERMOPLASTIC, SOLID, WHITE, | | | STOP BAR | | | 0062 808-08258 102.000 LFT | 4.75000 484.50| 5.94000 605.88| 4.30000 438.60 TRANSVERSE MARKINGS , PAINT, CROSSWALK, | | | LINE, 24 IN. | | | 0063 210-04181 7.000 EACH | 60.00000 420.00| 900.00000 6300.00| 1498.65000 10490.55 BICYCLE RACK | | | 0064 621-03909 17.000 LBS | 198.00000 3366.00| 216.00000 3672.00| 352.50000 5992.50 SEED MIXTURE, NATIVE DISTRIBUTED AREAS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 320 -9 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : SR -32931-A COUNTIES : FOUNTAIN LETTING DATE : 01/27/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1381845 |( 5 ) 35-1636776 |( 6 ) 35-0918397 |GEORGE R HARVEY & SON INC |LINKEL COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0065 621-03909 95.000 LBS | 5.05000 479.75| 5.52000 524.40| 37.10000 3524.50 SEED MIXTURE, NATIVE , NURSE CROP | | | 0066 621-01004 3.000 EACH | 550.00000 1650.00| 600.00000 1800.00| 830.00000 2490.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 610-08446 65.000 SYS | 60.00000 3900.00| 110.00000 7150.00| 49.86000 3240.90 PCCP FOR APPROACHES, 6 IN. | | | SECTION TOTALS | $ 889,219.88| $ 931,425.08| $ 1,024,226.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 889,219.88| $ 931,425.08| $ 1,024,226.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 332 -1 VENDOR RANKING CALL ORDER : 332 CONTRACT ID : SR -32958-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 06/26/10 LOCATION : ON BLUFFTON ROAD FROM LIBERTY DRIVE TO PROJECT(S) : 0901939 OLD TRAIL ROAD ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 145,461.58 100.0000% 2 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 160,847.36 110.5772% 3 35-1139301 E & B PAVING INC $ 170,341.96 117.1044% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 332 -2 TABULATION OF BIDS CALL ORDER : 332 CONTRACT ID : SR -32958-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1016737 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 2700.00000 2700.00| 5000.00000 5000.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 7000.00000 7000.00| 14000.00000 14000.00| 8400.00000 8400.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 303-01180 50.000 TON | 36.00000 1800.00| 16.00000 800.00| 48.00000 2400.00 COMPACTED AGGREGATE, NO. 53 | | | 0008 304-07490 353.000 TON | 77.00000 27181.00| 70.00000 24710.00| 90.00000 31770.00 HMA PATCHING, TYPE B | | | 0009 306-08034 14884.000 SYS | 0.60000 8930.40| 0.75000 11163.00| 1.20000 17860.80 MILLING, ASPHALT, 1 1/2 IN. | | | 0010 306-08432 1067.000 SYS | 7.00000 7469.00| 3.00000 3201.00| 5.00000 5335.00 MILLING, APPROACH | | | 0011 402-07433 1228.000 TON | 50.00000 61400.00| 53.00000 65084.00| 57.00000 69996.00 HMA SURFACE, TYPE B | | | 0012 402-07451 61.000 TON | 45.00000 2745.00| 53.00000 3233.00| 57.00000 3477.00 HMA WEDGE AND LEVEL, TYPE B | | | 0013 406-05520 4.000 TON | 50.00000 200.00| 100.00000 400.00| 1.00000 4.00 ASPHALT FOR TACK COAT | | | 0014 610-07487 88.000 TON | 93.00000 8184.00| 75.00000 6600.00| 150.00000 13200.00 HMA FOR APPROACHES, TYPE B | | | 0015 628-09408 2.000 MOS | 448.00000 896.00| 600.00000 1200.00| 300.00000 600.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0016 628-09409 2.000 MOS | 80.00000 160.00| 100.00000 200.00| 100.00000 200.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0017 801-03290 2.000 EACH | 129.00000 258.00| 125.00000 250.00| 129.00000 258.00 CONSTRUCTION SIGN, C | | | 0018 801-06203 9879.000 LFT | 0.01000 98.79| 0.10000 987.90| 0.01000 98.79 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0019 801-06207 9879.000 LFT | 0.01000 98.79| 0.25000 2469.75| 0.01000 98.79 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 332 -3 TABULATION OF BIDS CALL ORDER : 332 CONTRACT ID : SR -32958-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1016737 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 801-06640 12.000 EACH | 84.00000 1008.00| 109.00000 1308.00| 84.00000 1008.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP | 9097.02000 9097.02| 14000.00000 14000.00| 8400.00000 8400.00 MAINTAINING TRAFFIC | | | 0022 805-01844 15.000 LFT | 11.00000 165.00| 11.00000 165.00| 11.00000 165.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0023 805-78470 330.000 LFT | 0.50000 165.00| 0.50000 165.00| 0.50000 165.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0024 805-78510 200.000 LFT | 1.00000 200.00| 1.00000 200.00| 1.00000 200.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0025 805-78785 1.000 EACH | 600.00000 600.00| 600.00000 600.00| 600.00000 600.00 SIGNAL DETECTOR HOUSING | | | 0026 805-78795 120.000 LFT | 8.00000 960.00| 8.00000 960.00| 8.00000 960.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0027 808-06703 6085.000 LFT | 0.27000 1642.95| 0.24000 1460.40| 0.27000 1642.95 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0028 808-75240 450.000 LFT | 0.27000 121.50| 0.24000 108.00| 0.27000 121.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0029 808-75245 3794.000 LFT | 0.27000 1024.38| 0.24000 910.56| 0.27000 1024.38 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0030 808-75278 265.000 LFT | 1.75000 463.75| 1.55000 410.75| 1.75000 463.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0031 808-75297 40.000 LFT | 3.75000 150.00| 3.00000 120.00| 3.75000 150.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0032 808-75320 7.000 EACH | 57.00000 399.00| 81.00000 567.00| 57.00000 399.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0033 808-75325 5.000 EACH | 68.00000 340.00| 114.00000 570.00| 68.00000 340.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 145,461.58| $ 160,847.36| $ 170,341.96 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 145,461.58| $ 160,847.36| $ 170,341.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 336 -1 VENDOR RANKING CALL ORDER : 336 CONTRACT ID : SR -32971-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : BIKE AND PEDESTRIAN ENHANCEMENT COMPLETION DATE : 08/28/10 LOCATION : ON THE NYC RAIL TO TRAIL FROM TILL ROAD TO 0.4 MILE NORTH PROJECT(S) : 0901954 OF TILL ROAD ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2094565 3D COMPANY INC $ 470,876.34 100.0000% 2 35-1817530 PIONEER ASSOCIATES INC $ 471,331.20 100.0966% 3 62-1492793 API CONSTRUCTION CORP $ 483,067.60 102.5891% 4 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 491,622.10 104.4058% 5 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 511,418.00 108.6098% 6 35-1139301 E & B PAVING INC $ 533,249.78 113.2462% 7 35-1636776 LINKEL COMPANY $ 945,928.00 200.8867% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 336 -2 TABULATION OF BIDS CALL ORDER : 336 CONTRACT ID : SR -32971-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-2094565 |( 2 ) 35-1817530 |( 3 ) 62-1492793 |3D COMPANY INC |PIONEER ASSOCIATES INC |API CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE AND PEDESTRAIN, ENHANCEMENT | | | 0001 105-06845 LUMP | 7692.50000 7692.50| 3400.00000 3400.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 21248.40000 21248.40| 29000.00000 29000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 9365.60000 9365.60| 19000.00000 19000.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0008 203-02000 2228.000 CYS | 10.38000 23126.64| 17.00000 37876.00| 16.00000 35648.00 EXCAVATION, COMMON | | | 0009 205-06937 3340.000 LFT | 1.63000 5444.20| 1.40000 4676.00| 1.30000 4342.00 TEMPORARY SILT FENCE | | | 0010 206-51220 100.000 CYS | 26.40000 2640.00| 35.00000 3500.00| 16.00000 1600.00 EXCAVATION, WET , UNDISTRIBUTED | | | 0011 207-08266 3500.000 SYS | 1.84000 6440.00| 2.53000 8855.00| 6.50000 22750.00 SUBGRADE TREATMENT, TYPE III | | | 0012 211-09264 20.000 CYS | 35.65000 713.00| 35.00000 700.00| 14.00000 280.00 STRUCTURE BACKFILL, TYPE 1 | | | 0013 211-09266 1442.000 CYS | 25.79000 37189.18| 36.00000 51912.00| 22.00000 31724.00 STRUCTURE BACKFILL, TYPE 3 | | | 0014 301-07448 960.000 TON | 20.70000 19872.00| 20.00000 19200.00| 17.00000 16320.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 220.000 TON | 71.40000 15708.00| 68.00000 14960.00| 77.00000 16940.00 HMA SURFACE, TYPE A | | | 0016 402-07435 375.000 TON | 55.65000 20868.75| 53.00000 19875.00| 59.00000 22125.00 HMA INTERMEDIATE, TYPE A | | | 0017 406-05520 1.000 TON | 253.00000 253.00| 220.00000 220.00| 500.00000 500.00 ASPHALT FOR TACK COAT | | | 0018 601-95344 1205.000 LFT | 108.15000 130320.75| 50.00000 60250.00| 98.00000 118090.00 HANDRAIL, PEDESTRIAN | | | 0019 604-07897 83.000 SYS | 148.35000 12313.05| 90.00000 7470.00| 130.00000 10790.00 CURB RAMP, CONCRETE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 336 -3 TABULATION OF BIDS CALL ORDER : 336 CONTRACT ID : SR -32971-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-2094565 |( 2 ) 35-1817530 |( 3 ) 62-1492793 |3D COMPANY INC |PIONEER ASSOCIATES INC |API CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 604-91531 12.000 SYS | 43.70000 524.40| 36.00000 432.00| 40.00000 480.00 SIDEWALK, CONCRETE, 4 IN. | | | 0021 616-02320 10.000 SYS | 5.52000 55.20| 5.00000 50.00| 1.00000 10.00 GEOTEXTILES | | | 0022 616-06405 7.000 TON | 67.28000 470.96| 40.00000 280.00| 85.00000 595.00 RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH | 825.00000 825.00| 450.00000 450.00| 350.00000 350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-02770 1000.000 SYS | 1.49000 1490.00| 1.50000 1500.00| 1.60000 1600.00 EROSION CONTROL BLANKET | | | 0025 621-06545 1.000 TON | 880.00000 880.00| 600.00000 600.00| 1200.00000 1200.00 FERTILIZER | | | 0026 621-06554 66.000 LBS | 13.80000 910.80| 13.20000 871.20| 6.50000 429.00 SEED MIXTURE, U | | | 0027 621-06565 1.000 TON | 797.50000 797.50| 560.00000 560.00| 475.00000 475.00 MULCHING MATERIAL | | | 0028 621-06570 240.000 CYS | 33.50000 8040.00| 25.00000 6000.00| 18.00000 4320.00 TOP SOIL | | | 0029 628-09408 9.000 MOS | 267.82000 2410.38| 225.00000 2025.00| 200.00000 1800.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0030 628-09409 9.000 MOS | 351.39000 3162.51| 66.00000 594.00| 50.00000 450.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0031 712-03812 2.000 EACH | 908.50000 1817.00| 2900.00000 5800.00| 1175.00000 2350.00 BENCH | | | 0032 715-05119 60.000 LFT | 34.50000 2070.00| 35.00000 2100.00| 30.00000 1800.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0033 715-46005 2.000 EACH | 483.00000 966.00| 400.00000 800.00| 350.00000 700.00 PIPE END SECTION, 15 IN. | | | 0034 715-91361 200.000 LFT | 20.47000 4094.00| 34.00000 6800.00| 20.00000 4000.00 PIPE, PVC, 6 IN. | | | 0035 732-08419 138.000 SYS | 49.61000 6846.18| 44.00000 6072.00| 50.00000 6900.00 MODULAR BLOCK WALL | | | 0036 732-08420 737.000 SYS | 57.74000 42554.38| 51.00000 37587.00| 58.00000 42746.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0037 732-08421 875.000 SYS | 84.02000 73517.50| 130.00000 113750.00| 74.00000 64750.00 MODULAR BLOCK WALL ERECTION | | | 0038 801-03290 2.000 EACH | 110.00000 220.00| 133.00000 266.00| 105.00000 210.00 CONSTRUCTION SIGN, C | | | 0039 801-06640 8.000 EACH | 94.60000 756.80| 103.00000 824.00| 85.00000 680.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 336 -4 TABULATION OF BIDS CALL ORDER : 336 CONTRACT ID : SR -32971-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-2094565 |( 2 ) 35-1817530 |( 3 ) 62-1492793 |3D COMPANY INC |PIONEER ASSOCIATES INC |API CONSTRUCTION CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 801-06775 LUMP | 2447.20000 2447.20| 1225.00000 1225.00| 9610.00000 9610.00 MAINTAINING TRAFFIC | | | 0041 802-03896 1.000 EACH | 525.00000 525.00| 400.00000 400.00| 60.00000 60.00 BOLLARD , WOOD, 6 IN. | | | 0042 802-05704 35.000 LFT | 15.75000 551.25| 9.00000 315.00| 15.00000 525.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0043 802-09838 11.000 SFT | 36.75000 404.25| 32.00000 352.00| 15.00000 165.00 SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0044 802-91122 1.000 EACH | 121.00000 121.00| 110.00000 110.00| 85.00000 85.00 SIGN, GROUND MOUNTED, RESET | | | 0045 808-02976 1.000 EACH | 137.50000 137.50| 110.00000 110.00| 110.00000 110.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, (HWY), 4 FT. | | | 0046 808-03115 1.000 EACH | 172.50000 172.50| 110.00000 110.00| 110.00000 110.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (XING), 4 FT. | | | 0047 808-75240 500.000 LFT | 1.32000 660.00| 0.65000 325.00| 0.65000 325.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0048 808-75245 100.000 LFT | 1.32000 132.00| 0.65000 65.00| 0.65000 65.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0049 808-75297 12.000 LFT | 9.83000 117.96| 5.00000 60.00| 4.55000 54.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 470,876.34| $ 471,331.20| $ 483,067.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 470,876.34| $ 471,331.20| $ 483,067.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 336 -5 TABULATION OF BIDS CALL ORDER : 336 CONTRACT ID : SR -32971-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1016737 |( 5 ) 35-1065659 |( 6 ) 35-1139301 |WAYNE ASPHALT & CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE AND PEDESTRAIN, ENHANCEMENT | | | 0001 105-06845 LUMP | 6000.00000 6000.00| 3000.00000 3000.00| 3400.00000 3400.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 21000.00000 21000.00| 25000.00000 25000.00| 26500.00000 26500.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 13000.00000 13000.00| 10000.00000 10000.00| 19650.00000 19650.00 CLEARING RIGHT OF WAY | | | 0008 203-02000 2228.000 CYS | 20.00000 44560.00| 30.00000 66840.00| 18.20000 40549.60 EXCAVATION, COMMON | | | 0009 205-06937 3340.000 LFT | 1.30000 4342.00| 1.30000 4342.00| 1.35000 4509.00 TEMPORARY SILT FENCE | | | 0010 206-51220 100.000 CYS | 25.00000 2500.00| 15.00000 1500.00| 22.00000 2200.00 EXCAVATION, WET , UNDISTRIBUTED | | | 0011 207-08266 3500.000 SYS | 9.00000 31500.00| 11.00000 38500.00| 11.00000 38500.00 SUBGRADE TREATMENT, TYPE III | | | 0012 211-09264 20.000 CYS | 40.00000 800.00| 25.00000 500.00| 20.00000 400.00 STRUCTURE BACKFILL, TYPE 1 | | | 0013 211-09266 1442.000 CYS | 24.56000 35415.52| 24.56000 35415.52| 25.00000 36050.00 STRUCTURE BACKFILL, TYPE 3 | | | 0014 301-07448 960.000 TON | 22.00000 21120.00| 18.00000 17280.00| 26.00000 24960.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 220.000 TON | 91.68000 20169.60| 65.00000 14300.00| 68.00000 14960.00 HMA SURFACE, TYPE A | | | 0016 402-07435 375.000 TON | 69.61000 26103.75| 50.00000 18750.00| 53.00000 19875.00 HMA INTERMEDIATE, TYPE A | | | 0017 406-05520 1.000 TON | 600.00000 600.00| 10.00000 10.00| 220.00000 220.00 ASPHALT FOR TACK COAT | | | 0018 601-95344 1205.000 LFT | 97.50000 117487.50| 100.00000 120500.00| 103.00000 124115.00 HANDRAIL, PEDESTRIAN | | | 0019 604-07897 83.000 SYS | 70.00000 5810.00| 90.00000 7470.00| 155.00000 12865.00 CURB RAMP, CONCRETE, C | | | 0020 604-91531 12.000 SYS | 30.00000 360.00| 75.00000 900.00| 62.00000 744.00 SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 336 -6 TABULATION OF BIDS CALL ORDER : 336 CONTRACT ID : SR -32971-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1016737 |( 5 ) 35-1065659 |( 6 ) 35-1139301 |WAYNE ASPHALT & CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 616-02320 10.000 SYS | 30.00000 300.00| 1.00000 10.00| 5.00000 50.00 GEOTEXTILES | | | 0022 616-06405 7.000 TON | 60.00000 420.00| 50.00000 350.00| 44.00000 308.00 RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH | 350.00000 350.00| 350.00000 350.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-02770 1000.000 SYS | 1.60000 1600.00| 1.60000 1600.00| 1.48000 1480.00 EROSION CONTROL BLANKET | | | 0025 621-06545 1.000 TON | 1200.00000 1200.00| 1200.00000 1200.00| 600.00000 600.00 FERTILIZER | | | 0026 621-06554 66.000 LBS | 6.50000 429.00| 7.00000 462.00| 13.20000 871.20 SEED MIXTURE, U | | | 0027 621-06565 1.000 TON | 475.00000 475.00| 500.00000 500.00| 560.00000 560.00 MULCHING MATERIAL | | | 0028 621-06570 240.000 CYS | 32.00000 7680.00| 32.00000 7680.00| 18.00000 4320.00 TOP SOIL | | | 0029 628-09408 9.000 MOS | 135.00000 1215.00| 100.00000 900.00| 300.00000 2700.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0030 628-09409 9.000 MOS | 100.00000 900.00| 40.00000 360.00| 100.00000 900.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0031 712-03812 2.000 EACH | 1175.00000 2350.00| 1200.00000 2400.00| 1500.00000 3000.00 BENCH | | | 0032 715-05119 60.000 LFT | 41.00000 2460.00| 35.00000 2100.00| 30.00000 1800.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0033 715-46005 2.000 EACH | 300.00000 600.00| 150.00000 300.00| 270.00000 540.00 PIPE END SECTION, 15 IN. | | | 0034 715-91361 200.000 LFT | 19.52000 3904.00| 20.00000 4000.00| 25.00000 5000.00 PIPE, PVC, 6 IN. | | | 0035 732-08419 138.000 SYS | 47.25000 6520.50| 48.00000 6624.00| 47.25000 6520.50 MODULAR BLOCK WALL | | | 0036 732-08420 737.000 SYS | 54.99000 40527.63| 57.00000 42009.00| 54.99000 40527.63 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0037 732-08421 875.000 SYS | 74.52000 65205.00| 75.00000 65625.00| 74.52000 65205.00 MODULAR BLOCK WALL ERECTION | | | 0038 801-03290 2.000 EACH | 100.00000 200.00| 133.00000 266.00| 133.00000 266.00 CONSTRUCTION SIGN, C | | | 0039 801-06640 8.000 EACH | 86.00000 688.00| 103.00000 824.00| 103.00000 824.00 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP | 1500.00000 1500.00| 7633.88000 7633.88| 25900.00000 25900.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 336 -7 TABULATION OF BIDS CALL ORDER : 336 CONTRACT ID : SR -32971-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 4 ) 35-1016737 |( 5 ) 35-1065659 |( 6 ) 35-1139301 |WAYNE ASPHALT & CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 802-03896 1.000 EACH | 208.00000 208.00| 400.00000 400.00| 500.00000 500.00 BOLLARD , WOOD, 6 IN. | | | 0042 802-05704 35.000 LFT | 15.00000 525.00| 11.00000 385.00| 8.55000 299.25 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0043 802-09838 11.000 SFT | 35.00000 385.00| 33.00000 363.00| 32.00000 352.00 SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0044 802-91122 1.000 EACH | 110.00000 110.00| 100.00000 100.00| 110.00000 110.00 SIGN, GROUND MOUNTED, RESET | | | 0045 808-02976 1.000 EACH | 125.00000 125.00| 110.00000 110.00| 110.00000 110.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, (HWY), 4 FT. | | | 0046 808-03115 1.000 EACH | 150.00000 150.00| 110.00000 110.00| 110.00000 110.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (XING), 4 FT. | | | 0047 808-75240 500.000 LFT | 1.20000 600.00| 0.65000 325.00| 0.65000 325.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0048 808-75245 100.000 LFT | 1.20000 120.00| 0.65000 65.00| 0.65000 65.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0049 808-75297 12.000 LFT | 8.55000 102.60| 4.55000 54.60| 4.55000 54.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 491,622.10| $ 511,418.00| $ 533,249.78 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 491,622.10| $ 511,418.00| $ 533,249.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 336 -8 TABULATION OF BIDS CALL ORDER : 336 CONTRACT ID : SR -32971-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE AND PEDESTRAIN, ENHANCEMENT | | | 0001 105-06845 LUMP | 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 53500.00000 53500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 50000.00000 50000.00| | CLEARING RIGHT OF WAY | | | 0008 203-02000 2228.000 CYS | 20.00000 44560.00| | EXCAVATION, COMMON | | | 0009 205-06937 3340.000 LFT | 2.00000 6680.00| | TEMPORARY SILT FENCE | | | 0010 206-51220 100.000 CYS | 25.00000 2500.00| | EXCAVATION, WET , UNDISTRIBUTED | | | 0011 207-08266 3500.000 SYS | 3.00000 10500.00| | SUBGRADE TREATMENT, TYPE III | | | 0012 211-09264 20.000 CYS | 38.00000 760.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0013 211-09266 1442.000 CYS | 35.00000 50470.00| | STRUCTURE BACKFILL, TYPE 3 | | | 0014 301-07448 960.000 TON | 25.00000 24000.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 220.000 TON | 137.00000 30140.00| | HMA SURFACE, TYPE A | | | 0016 402-07435 375.000 TON | 116.00000 43500.00| | HMA INTERMEDIATE, TYPE A | | | 0017 406-05520 1.000 TON | 1050.00000 1050.00| | ASPHALT FOR TACK COAT | | | 0018 601-95344 1205.000 LFT | 150.00000 180750.00| | HANDRAIL, PEDESTRIAN | | | 0019 604-07897 83.000 SYS | 100.00000 8300.00| | CURB RAMP, CONCRETE, C | | | 0020 604-91531 12.000 SYS | 55.00000 660.00| | SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 336 -9 TABULATION OF BIDS CALL ORDER : 336 CONTRACT ID : SR -32971-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 616-02320 10.000 SYS | 2.00000 20.00| | GEOTEXTILES | | | 0022 616-06405 7.000 TON | 50.00000 350.00| | RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH | 1500.00000 1500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-02770 1000.000 SYS | 2.00000 2000.00| | EROSION CONTROL BLANKET | | | 0025 621-06545 1.000 TON | 1000.00000 1000.00| | FERTILIZER | | | 0026 621-06554 66.000 LBS | 10.00000 660.00| | SEED MIXTURE, U | | | 0027 621-06565 1.000 TON | 500.00000 500.00| | MULCHING MATERIAL | | | 0028 621-06570 240.000 CYS | 50.00000 12000.00| | TOP SOIL | | | 0029 628-09408 9.000 MOS | 450.00000 4050.00| | MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0030 628-09409 9.000 MOS | 150.00000 1350.00| | MOBILE INTERNET SERVICE , 1 EACH | | | 0031 712-03812 2.000 EACH | 2500.00000 5000.00| | BENCH | | | 0032 715-05119 60.000 LFT | 50.00000 3000.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0033 715-46005 2.000 EACH | 500.00000 1000.00| | PIPE END SECTION, 15 IN. | | | 0034 715-91361 200.000 LFT | 25.00000 5000.00| | PIPE, PVC, 6 IN. | | | 0035 732-08419 138.000 SYS | 150.00000 20700.00| | MODULAR BLOCK WALL | | | 0036 732-08420 737.000 SYS | 160.00000 117920.00| | MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0037 732-08421 875.000 SYS | 200.00000 175000.00| | MODULAR BLOCK WALL ERECTION | | | 0038 801-03290 2.000 EACH | 300.00000 600.00| | CONSTRUCTION SIGN, C | | | 0039 801-06640 8.000 EACH | 300.00000 2400.00| | CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP | 25000.00000 25000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 336 -10 TABULATION OF BIDS CALL ORDER : 336 CONTRACT ID : SR -32971-A COUNTIES : ALLEN LETTING DATE : 01/27/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 7 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 802-03896 1.000 EACH | 600.00000 600.00| | BOLLARD , WOOD, 6 IN. | | | 0042 802-05704 35.000 LFT | 18.00000 630.00| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0043 802-09838 11.000 SFT | 40.00000 440.00| | SIGN, SHEET, WITH LEGEND 0.080 IN. | | | THICKNESS | | | 0044 802-91122 1.000 EACH | 500.00000 500.00| | SIGN, GROUND MOUNTED, RESET | | | 0045 808-02976 1.000 EACH | 410.00000 410.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, (HWY), 4 FT. | | | 0046 808-03115 1.000 EACH | 420.00000 420.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (XING), 4 FT. | | | 0047 808-75240 500.000 LFT | 10.00000 5000.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0048 808-75245 100.000 LFT | 10.00000 1000.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0049 808-75297 12.000 LFT | 42.00000 504.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 945,928.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 945,928.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 360 -1 VENDOR RANKING CALL ORDER : 360 CONTRACT ID : SRS-30077-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 08/31/10 LOCATION : ON US 6 FROM GEORGIA STREET TO US 31 PROJECT(S) : 0710044 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,085,070.82 100.0000% 2 35-1120685 WALSH & KELLY INC $ 3,416,888.38 110.7556% 3 35-0997978 PHEND & BROWN INC $ 3,505,913.76 113.6413% 4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 3,538,486.00 114.6971% 5 35-1139301 E & B PAVING INC $ 3,575,667.00 115.9023% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 360 -2 TABULATION OF BIDS CALL ORDER : 360 CONTRACT ID : SRS-30077-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 5000.00000 5000.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| 125.00000 250.00| 300.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 100.00000 1200.00| 65.00000 780.00| 50.00000 600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 118000.00000 118000.00| 165000.00000 165000.00| 175295.68000 175295.68 MOBILIZATION AND DEMOBILIZATION | | | 0012 202-02241 410.000 LFT | 3.00000 1230.00| 5.00000 2050.00| 7.00000 2870.00 GUARDRAIL, REMOVE | | | 0013 202-93741 6.000 EACH | 200.00000 1200.00| 210.00000 1260.00| 545.00000 3270.00 GUARD RAIL END TREATMENT, REMOVE | | | 0014 205-06937 1500.000 LFT | 2.50000 3750.00| 1.75000 2625.00| 2.70000 4050.00 TEMPORARY SILT FENCE | | | 0015 211-09264 23.000 CYS | 23.00000 529.00| 15.00000 345.00| 60.00000 1380.00 STRUCTURE BACKFILL, TYPE 1 | | | 0016 301-07448 2800.000 TON | 2.00000 5600.00| 15.00000 42000.00| 7.50000 21000.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-07449 7000.000 TON | 2.00000 14000.00| 15.00000 105000.00| 7.50000 52500.00 COMPACTED AGGREGATE, NO. 73 | | | 0018 304-07491 1000.000 TON | 20.00000 20000.00| 51.00000 51000.00| 93.00000 93000.00 HMA PATCHING, TYPE C | | | 0019 304-07492 1350.000 TON | 50.00000 67500.00| 60.00000 81000.00| 50.00000 67500.00 WIDENING WITH HMA, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 360 -3 TABULATION OF BIDS CALL ORDER : 360 CONTRACT ID : SRS-30077-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 304-07494 700.000 TON | 50.00000 35000.00| 60.00000 42000.00| 50.00000 35000.00 WIDENING WITH HMA, TYPE C | | | 0021 306-08036 200000.000 SYS | 0.01000 2000.00| 0.70000 140000.00| 0.31000 62000.00 MILLING, ASPHALT, 2 IN. | | | 0022 306-08043 10000.000 SYS | 0.01000 100.00| 0.70000 7000.00| 0.31000 3100.00 MILLING, TRANSITION | | | 0023 306-08432 17800.000 SYS | 0.01000 178.00| 4.00000 71200.00| 0.31000 5518.00 MILLING, APPROACH | | | 0024 401-07320 200.000 TON | 6.60000 1320.00| 70.00000 14000.00| 50.00000 10000.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0025 401-07328 15500.000 TON | 66.00000 1023000.00| 52.50000 813750.00| 50.00000 775000.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0026 401-07347 3100.000 TON | 66.00000 204600.00| 51.00000 158100.00| 50.00000 155000.00 QC/QA-HMA, 3, 70, SURFACE, 12.5 mm | | | 0030 406-05520 100.000 TON | 1.00000 100.00| 600.00000 60000.00| 1.00000 100.00 ASPHALT FOR TACK COAT | | | 0031 601-08433 6.000 EACH | 900.00000 5400.00| 695.00000 4170.00| 650.00000 3900.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 1 | | | 0032 601-08434 6.000 EACH | 1200.00000 7200.00| 1250.00000 7500.00| 650.00000 3900.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0033 601-94689 6.000 EACH | 2600.00000 15600.00| 2645.00000 15870.00| 4000.00000 24000.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 410.000 LFT | 18.00000 7380.00| 18.00000 7380.00| 18.00000 7380.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 610-07488 4300.000 TON | 20.00000 86000.00| 52.50000 225750.00| 50.00000 215000.00 HMA FOR APPROACHES, TYPE C | | | 0036 611-06497 2.000 EACH | 250.00000 500.00| 225.00000 450.00| 129.00000 258.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06527 13.000 EACH | 450.00000 5850.00| 300.00000 3900.00| 425.00000 5525.00 MONUMENT, SECTION CORNER | | | 0038 621-01004 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06559 5000.000 SYS | 0.75000 3750.00| 0.75000 3750.00| 0.62000 3100.00 MULCHED SEEDING, R | | | 0040 621-07044 150.000 LBS | 6.00000 900.00| 6.00000 900.00| 10.16000 1524.00 SEED MIXTURE, T, SPRING MIX | | | 0041 628-09402 6.000 MOS | 2100.00000 12600.00| 1750.00000 10500.00| 2100.00000 12600.00 FIELD OFFICE, B | | | 0042 628-09407 6.000 MOS | 340.00000 2040.00| 400.00000 2400.00| 231.00000 1386.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 360 -4 TABULATION OF BIDS CALL ORDER : 360 CONTRACT ID : SRS-30077-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0043 715-05123 45.000 LFT | 150.00000 6750.00| 384.00000 17280.00| 270.00000 12150.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0044 715-05422 550.000 LFT | 30.00000 16500.00| 97.85000 53817.50| 80.00000 44000.00 PIPE, SLOTTED DRAIN, 12 IN. | | | 0045 715-08306 15.000 TON | 98.00000 1470.00| 200.00000 3000.00| 50.00000 750.00 HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0046 715-46020 2.000 EACH | 1000.00000 2000.00| 420.00000 840.00| 900.00000 1800.00 PIPE END SECTION, 24 IN. | | | 0047 720-96995 2.000 EACH | 500.00000 1000.00| 325.00000 650.00| 500.00000 1000.00 CLEAN INLET | | | 0048 801-01093 4.000 EACH | 395.00000 1580.00| 160.00000 640.00| 160.00000 640.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0049 801-03290 4.000 EACH | 130.00000 520.00| 120.00000 480.00| 120.00000 480.00 CONSTRUCTION SIGN, C | | | 0050 801-06203 24000.000 LFT | 0.01000 240.00| 0.01000 240.00| 0.20000 4800.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0051 801-06209 12000.000 LFT | 0.01000 120.00| 0.80000 9600.00| 0.01000 120.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 6 IN. | | | 0052 801-06640 36.000 EACH | 89.00000 3204.00| 92.00000 3312.00| 92.00000 3312.00 CONSTRUCTION SIGN, A | | | 0053 801-06710 60.000 DAY | 5.50000 330.00| 15.00000 900.00| 15.00000 900.00 FLASHING ARROW SIGN | | | 0054 801-06775 LUMP | 35000.00000 35000.00| 130000.00000 130000.00| 529000.00000 529000.00 MAINTAINING TRAFFIC | | | 0055 804-06725 2.000 EACH | 55.00000 110.00| 26.00000 52.00| 55.00000 110.00 DELINEATOR WITH POST, D1, 3 IN. DIA. , | | | GRAY | | | 0056 805-01843 1.000 EACH | 800.00000 800.00| 300.00000 300.00| 800.00000 800.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0057 805-02327 4.000 EACH | 142.00000 568.00| 100.00000 400.00| 142.00000 568.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0058 805-02441 1200.000 LFT | 0.50000 600.00| 1.10000 1320.00| 0.50000 600.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0059 805-78795 330.000 LFT | 11.00000 3630.00| 6.10000 2013.00| 11.00000 3630.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0060 808-04298 2.000 EACH | 318.00000 636.00| 350.00000 700.00| 350.00000 700.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0061 808-06701 1800.000 LFT | 0.26000 468.00| 0.40000 720.00| 0.26000 468.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/07/10 PAGE : 360 -5 TABULATION OF BIDS CALL ORDER : 360 CONTRACT ID : SRS-30077-A COUNTIES : ST. JOSEPH LETTING DATE : 01/27/10 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-0997978 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 808-06703 48511.000 LFT | 1.00000 48511.00| 0.40000 19404.40| 0.26000 12612.86 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0063 808-06705 650.000 LFT | 1.15000 747.50| 1.00000 650.00| 1.00000 650.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0064 808-75240 8798.000 LFT | 0.26000 2287.48| 0.40000 3519.20| 0.26000 2287.48 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0065 808-75245 48511.000 LFT | 0.26000 12612.86| 0.40000 19404.40| 0.26000 12612.86 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0066 808-75260 230.000 LFT | 1.68000 386.40| 2.00000 460.00| 2.00000 460.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0067 808-75278 1225.000 LFT | 1.68000 2058.00| 2.00000 2450.00| 2.00000 2450.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0068 808-75297 72.000 LFT | 3.35000 241.20| 4.00000 288.00| 4.00000 288.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0069 808-75320 6.000 EACH | 56.00000 336.00| 75.00000 450.00| 75.00000 450.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0070 808-75325 6.000 EACH | 65.00000 390.00| 90.00000 540.00| 90.00000 540.00 PAVEMENT MESSAGE MARKINGS,