INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 125 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,162,197.17 ROUTE : CALL ORDER : 125 CONTRACT ID : R -26547-B COUNTIES : VANDERBURGH LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 115 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9982019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057095 BLANKENBERGER BROTHERS $ 2,949,735.34 100.0000% 2 99-9990098 WEDDLE/KOBERSTEIN J/V $ 3,015,831.62 102.2407% 3 35-2072438 T D & O LLC $ 3,061,199.44 103.7787% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 3,152,657.37 106.8793% ==================================================================================================================================== |(1) 35-1057095 |(2) 99-9990098 |(3) 35-2072438 |BLANKENBERGER BROTHERS |WEDDLE/KOBERSTEIN J/V |T D & O LLC 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| 35000.00000 35000.00| 38588.00000 38588.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1845.00000 22140.00| 1698.00000 20376.00| 1800.00000 21600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 128500.00000 128500.00| 167000.00000 167000.00| 153000.00000 153000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 110-01001 LUMP| 5500.00000 5500.00| 16090.60000 16090.60| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | FESTIVAL | | | 0005 110-07025 1.000 EACH| 2400.00000 2400.00| 562.50000 562.50| 1550.00000 1550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | TURF INSTALL | | | 0006 201-52370 LUMP| 83400.00000 83400.00| 49989.00000 49989.00| 61200.00000 61200.00 CLEARING RIGHT OF WAY | | | 0007 202-02250 5.000 EACH| 740.00000 3700.00| 400.00000 2000.00| 500.00000 2500.00 TREE, 250 mm, REMOVE | | | 0008 203-02080 1.900 km | 172000.00000 326800.00| 235000.00000 446500.00| 200000.00000 380000.00 LINEAR GRADING | | | 0009 205-06932 20.000 m | 13.85000 277.00| 30.00000 600.00| 50.00000 1000.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06937 962.400 m | 5.40000 5196.96| 7.25000 6977.40| 6.00000 5774.40 TEMPORARY SILT FENCE | | | 0011 210-03827 1.000 EACH| 3400.00000 3400.00| 4145.63000 4145.63| 3150.00000 3150.00 FOUNTAIN, DRINKING , ADA ACCESSIBLE | | | 0012 210-04181 19.000 EACH| 378.00000 7182.00| 387.18000 7356.42| 380.00000 7220.00 BICYCLE RACK | | | 0013 210-05103 1.000 EACH| 34300.00000 34300.00| 94128.88000 94128.88| 35000.00000 35000.00 BUILDING , GAZEBO | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 125 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,162,197.17 ROUTE : CALL ORDER : 125 CONTRACT ID : R -26547-B COUNTIES : VANDERBURGH LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 99-9990098 |(3) 35-2072438 |BLANKENBERGER BROTHERS |WEDDLE/KOBERSTEIN J/V |T D & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 210-05106 22.000 EACH| 500.00000 11000.00| 316.23000 6957.06| 575.00000 12650.00 CONCRETE , HISTORIC LIGHT FOUNDATION, | | | REINFORCED, WITH VECTREN PROVIDED BOLT | | | 0015 210-05106 2.000 EACH| 750.00000 1500.00| 1171.69000 2343.38| 1000.00000 2000.00 CONCRETE , PRECAST, GRAPHICS PANEL BASE | | | 0016 210-05403 LUMP| 16300.00000 16300.00| 11871.00000 11871.00| 10000.00000 10000.00 MODIFICATION OF EXISTING LEVEE | | | STRUCTURES | | | 0017 210-06799 10.500 m3 | 6457.00000 67798.50| 5638.29000 59202.05| 7500.00000 78750.00 LIMESTONE BENCH | | | 0018 210-06799 104.000 m3 | 1.00000 104.00| 400.00000 41600.00| 375.00000 39000.00 LIMESTONE CAP AT PAGODA RETAINING WALL | | | 0019 210-07095 LUMP| 8000.00000 8000.00| 15000.00000 15000.00| 10000.00000 10000.00 TEMPORARY FLOOD PROTECTION | | | 0020 210-07562 909.967 m | 22.93000 20865.54| 15.00000 13649.51| 20.00000 18199.34 TEMPORARY EROSION AND SEDIMENT CONTROL | | | AT LEVEE | | | 0021 210-07642 1200.000 m3 | 75.00000 90000.00| 30.94000 37128.00| 15.00000 18000.00 SOIL PREPARATION | | | 0022 210-07643 22.000 EACH| 640.00000 14080.00| 146.86000 3230.92| 600.00000 13200.00 TREE PROTECTION | | | 0023 210-07644 44.000 EACH| 191.90000 8443.60| 215.89000 9499.16| 198.00000 8712.00 CONDUIT , RGC, AT HISTORIC LIGHT FOOTING| | | 0024 210-07645 37.300 m2 | 213.67000 7969.89| 128.03000 4775.52| 140.00000 5222.00 TRUNCATED DOME DETECTABLE WARNING PAVERS| | | 0025 303-01180 2840.000 Mg | 23.00000 65320.00| 19.00000 53960.00| 20.00000 56800.00 COMPACTED AGGREGATE, 53 | | | 0026 304-07489 105.854 Mg | 100.00000 10585.40| 112.50000 11908.58| 142.50000 15084.20 HMA PATCHING, TYPE A | | | 0027 402-07432 654.250 Mg | 85.00000 55611.25| 95.63000 62565.93| 97.50000 63789.38 HMA TYPE A, SURFACE | | | 0028 402-07435 984.500 Mg | 58.00000 57101.00| 65.25000 64238.63| 68.00000 66946.00 HMA TYPE A, INTERMEDIATE | | | 0029 406-05521 7270.000 m2 | 0.10000 727.00| 0.11000 799.70| 0.15000 1090.50 ASPHALT FOR TACK COAT | | | 0030 502-06627 132.310 m2 | 58.00000 7673.98| 62.00000 8203.22| 30.00000 3969.30 PCCP, 150 mm | | | 0031 601-03667 21.382 m | 1367.71000 29244.38| 775.27000 16576.82| 1560.00000 33355.92 RAILING, ORNAMENTAL AT RETAINING WALL | | | 0032 601-95871 16.568 m | 480.00000 7952.64| 329.87000 5465.29| 100.00000 1656.80 HANDRAIL , SKATEBOARD PROOF | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 125 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,162,197.17 ROUTE : CALL ORDER : 125 CONTRACT ID : R -26547-B COUNTIES : VANDERBURGH LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 99-9990098 |(3) 35-2072438 |BLANKENBERGER BROTHERS |WEDDLE/KOBERSTEIN J/V |T D & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 603-03829 150.000 m | 68.30000 10245.00| 76.92000 11538.00| 80.00000 12000.00 FENCE , RELOCATE EXISTING AT MUSEUM, | | | TEMPORARY | | | 0034 603-04741 LUMP| 301841.00000 301841.00| 209842.88000 209842.88| 306000.00000 306000.00 FENCE AND ROLLING GATES, MUSEUM | | | 0035 604-04740 1070.000 m2 | 146.50000 156755.00| 218.69000 233998.30| 116.00000 124120.00 PAVERS , ASPHALT ON RIGID BASE WITH | | | INTEGRAL CONCRETE TRAIL EDGE | | | 0036 605-06120 343.424 m | 56.00000 19231.74| 36.37000 12490.33| 50.00000 17171.20 CURB, CONCRETE | | | 0037 607-05729 95.360 m | 48.00000 4577.28| 33.41000 3185.98| 85.00000 8105.60 PAVED SIDE DITCH, MODIFIED | | | 0038 611-03671 3.000 EACH| 1858.00000 5574.00| 1518.75000 4556.25| 200.00000 600.00 TRASH RECEPTACLE | | | 0039 615-03866 1.000 EACH| 1040.00000 1040.00| 388.13000 388.13| 1500.00000 1500.00 MILE MARKER | | | 0040 615-92613 3.000 EACH| 484.00000 1452.00| 84.38000 253.14| 500.00000 1500.00 PLAQUE, RELOCATE , MEMORIAL, AT FLAG | | | POLE | | | 0041 615-92613 1.000 EACH| 540.00000 540.00| 281.25000 281.25| 500.00000 500.00 PLAQUE, RELOCATE ,MEMORIAL, AT TENNIS | | | COURT | | | 0042 616-02305 1865.600 m3 | 183.30000 341964.48| 150.00000 279840.00| 200.00000 373120.00 GABIONS , PVC COATED | | | 0043 616-02320 11316.200 m2 | 2.07000 23424.53| 2.10000 23764.02| 3.00000 33948.60 GEOTEXTILES | | | 0044 616-06406 5824.000 m2 | 32.00000 186368.00| 25.00000 145600.00| 30.00000 174720.00 RIPRAP, REVETMENT | | | 0045 621-06574 15500.000 m2 | 4.00000 62000.00| 4.91000 76105.00| 7.25000 112375.00 SODDING | | | 0046 622-02564 LUMP| 101000.00000 101000.00| 99000.00000 99000.00| 112000.00000 112000.00 LANDSCAPING | | | 0047 622-02564 LUMP| 27900.00000 27900.00| 35718.75000 35718.75| 22000.00000 22000.00 LANDSCAPING MAINTENANCE, ONE YEAR | | | EXTENDED | | | 0048 622-02564 LUMP| 10800.00000 10800.00| 5625.00000 5625.00| 5750.00000 5750.00 LANDSCAPING WATERING SYSTEM | | | 0049 622-04992 1.000 EACH| 1550.00000 1550.00| 1150.00000 1150.00| 800.00000 800.00 DRAIN AREA MODIFIED | | | 0050 702-76240 65.200 m3 | 600.00000 39120.00| 535.34000 34904.17| 350.00000 22820.00 CONCRETE , CAST-IN-PLACE FOR FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 125 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,162,197.17 ROUTE : CALL ORDER : 125 CONTRACT ID : R -26547-B COUNTIES : VANDERBURGH LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 99-9990098 |(3) 35-2072438 |BLANKENBERGER BROTHERS |WEDDLE/KOBERSTEIN J/V |T D & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 702-76240 4.000 m3 | 725.00000 2900.00| 515.53000 2062.12| 350.00000 1400.00 CONCRETE , SLAB, STRUCTURAL | | | 0052 702-76240 50.000 m3 | 700.00000 35000.00| 683.17000 34158.50| 600.00000 30000.00 CONCRETE , WALLS AND STEPS, FORMED | | | 0053 704-04850 67.482 m2 | 58.50000 3947.70| 91.97000 6206.32| 30.00000 2024.46 CONCRETE , EXISTING, COLOR SEAL COAT | | | 0054 704-04850 932.913 m2 | 41.86000 39051.74| 47.16000 43996.18| 25.00000 23322.83 CONCRETE PCCP, 100 mm | | | 0055 707-99085 2.000 EACH| 1385.00000 2770.00| 675.00000 1350.00| 1500.00000 3000.00 FLAG POLE , 200 mm DIA., SALVAGE AND | | | REINSTALL | | | 0056 707-99085 1.000 EACH| 1650.00000 1650.00| 675.00000 675.00| 1500.00000 1500.00 FLAG POLE , 250 mm DIA., SALVAGE AND | | | REINSTALL | | | 0057 711-03664 13.000 EACH| 1303.00000 16939.00| 1262.77000 16416.01| 1000.00000 13000.00 BENCH, METAL | | | 0058 711-05101 2235.840 m | 14.46000 32330.25| 23.65000 52877.62| 15.00000 33537.60 EDGING , CONCRETE, REINFORCED, 225 mm X | | | 150 mm, TRAIL | | | 0059 714-04851 0.800 m3 | 1000.00000 800.00| 572.34000 457.87| 1250.00000 1000.00 RETAINING WALL , CONCRETE, REINFORCED | | | 0060 714-05867 1.300 m2 | 2615.00000 3399.50| 2942.31000 3825.00| 3000.00000 3900.00 WALL , BRICK, FREESTANDING | | | 0061 715-04612 166.800 m | 44.80000 7472.64| 50.00000 8340.00| 45.00000 7506.00 PIPE , HDPE, 200 mm | | | 0062 715-04612 180.900 m | 45.50000 8230.95| 57.00000 10311.30| 55.00000 9949.50 PIPE , HDPE, 250 mm | | | 0063 715-04612 131.900 m | 47.90000 6318.01| 60.00000 7914.00| 65.00000 8573.50 PIPE , HDPE, 300 mm | | | 0064 715-04612 22.500 m | 62.15000 1398.38| 137.00000 3082.50| 110.00000 2475.00 PIPE , HDPE, 450 mm | | | 0065 715-05118 16.000 m | 87.75000 1404.00| 66.00000 1056.00| 155.00000 2480.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0066 715-05422 70.000 m | 263.00000 18410.00| 333.37000 23335.90| 375.00000 26250.00 PIPE, SLOTTED DRAIN, 300 mm | | | 0067 715-92037 12.000 m | 65.00000 780.00| 41.00000 492.00| 25.00000 300.00 PIPE, PVC, 100 mm | | | 0068 716-98960 11.800 m | 159.00000 1876.20| 467.00000 5510.60| 250.00000 2950.00 CASING, STEEL , 300 mm | | | 0069 718-04986 4.000 EACH| 1244.00000 4976.00| 1100.00000 4400.00| 1250.00000 5000.00 CLEANOUT , TYPE 1, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 125 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,162,197.17 ROUTE : CALL ORDER : 125 CONTRACT ID : R -26547-B COUNTIES : VANDERBURGH LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 99-9990098 |(3) 35-2072438 |BLANKENBERGER BROTHERS |WEDDLE/KOBERSTEIN J/V |T D & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 720-04666 1.000 EACH| 1340.00000 1340.00| 247.50000 247.50| 2000.00000 2000.00 CATCH BASIN , TRENCH DRAIN | | | 0071 720-04682 21.000 EACH| 1480.00000 31080.00| 1300.00000 27300.00| 1500.00000 31500.00 INLET , A | | | 0072 720-04682 1.000 EACH| 1080.00000 1080.00| 1500.00000 1500.00| 1500.00000 1500.00 INLET , B | | | 0073 720-04682 5.000 EACH| 1080.00000 5400.00| 1500.00000 7500.00| 1500.00000 7500.00 INLET , C | | | 0074 720-04682 4.000 EACH| 1010.00000 4040.00| 1100.00000 4400.00| 1750.00000 7000.00 INLET , CURB, MODIFIED | | | 0075 720-07309 29.000 m | 263.00000 7627.00| 261.39000 7580.31| 225.00000 6525.00 TRENCH DRAIN | | | 0076 720-98959 5.000 EACH| 1290.00000 6450.00| 1500.00000 7500.00| 1400.00000 7000.00 MANHOLE, A | | | 0077 801-06775 LUMP| 13750.00000 13750.00| 15000.00000 15000.00| 60000.00000 60000.00 MAINTAINING TRAFFIC | | | 0078 802-03896 5.000 EACH| 1080.00000 5400.00| 1102.50000 5512.50| 350.00000 1750.00 BOLLARD , COLLAPSIBLE | | | 0079 802-03896 10.000 EACH| 925.00000 9250.00| 588.38000 5883.80| 1025.00000 10250.00 BOLLARD , CONCRETE, SPHERICAL, 600 mm | | | DIA. | | | 0080 802-04314 6.000 EACH| 1970.00000 11820.00| 433.13000 2598.78| 1500.00000 9000.00 SIGN , INTERPRETIVE PLAQUES, STAINLESS | | | STEEL | | | 0081 802-04314 1.000 EACH| 1220.00000 1220.00| 4406.63000 4406.63| 5000.00000 5000.00 SIGN , MODIFY EXISTING SUNSET PARK SIGN | | | 0082 802-04314 15.000 EACH| 550.00000 8250.00| 170.17000 2552.55| 150.00000 2250.00 SIGN , TRAIL, ALUMINUM SHEET, MODIFIED | | | POST AND FOOTING | | | 0083 802-04314 7.000 EACH| 1360.00000 9520.00| 230.63000 1614.41| 1775.00000 12425.00 SIGN , TRAILHEAD, GRAPHIC PANELS | | | 0084 802-04314 5.000 EACH| 785.00000 3925.00| 810.00000 4050.00| 150.00000 750.00 SIGN , TRAILHEAD, STRUCTURE | | | 0085 805-04973 1955.000 m | 22.50000 43987.50| 25.31000 49481.05| 23.40000 45747.00 CONDUIT , PVC, 50 mm | | | 0086 805-78370 1.000 EACH| 1044.00000 1044.00| 1170.00000 1170.00| 1080.00000 1080.00 PEDESTRIAN PUSH BUTTON | | | 0087 807-04962 70.000 EACH| 2180.48000 152633.60| 2453.04000 171712.80| 2260.00000 158200.00 LIGHT , BOLLARD AND FOOTING, CABLE, | | | CONDUIT, AND CONNECTION | | | 0088 807-04962 1.000 EACH| 1109.49000 1109.49| 1248.18000 1248.18| 1150.00000 1150.00 LIGHT , GAZEBO AND CONNECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 125 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,162,197.17 ROUTE : CALL ORDER : 125 CONTRACT ID : R -26547-B COUNTIES : VANDERBURGH LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 99-9990098 |(3) 35-2072438 |BLANKENBERGER BROTHERS |WEDDLE/KOBERSTEIN J/V |T D & O LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 807-06796 2.000 EACH| 2238.00000 4476.00| 2517.75000 5035.50| 2325.00000 4650.00 ELECTRIC METER PEDESTAL AND BASE WITH | | | 200 AMP DISCONNECT AND TIMECLOCK | | | 0090 808-03439 29.652 m | 22.63000 671.02| 10.12000 300.08| 26.00000 770.95 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0091 808-04767 1238.134 m | 0.98000 1213.37| 0.73000 903.84| 0.95000 1176.23 LINE , PAINT, SOLID, RED, 80 mm | | | 0092 808-04767 98.000 m | 1.47000 144.06| 1.11000 108.78| 1.45000 142.10 LINE , PAINT, SOLID, WHITE, 150 | | | 0093 808-06609 3.000 EACH| 295.00000 885.00| 22.50000 67.50| 225.00000 675.00 PAVEMENT MESSAGE MARKING , PLASTIC MAT, | | | HANDICAP SYMBOL | | | 0094 808-06723 3.000 EACH| 35.00000 105.00| 6.75000 20.25| 53.00000 159.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0095 808-06726 12.210 m | 9.51000 116.12| 4.50000 54.95| 13.25000 161.78 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0096 808-75247 34.370 m | 2.55000 87.64| 2.47000 84.89| 6.35000 218.25 LINE, THERMOPLASTIC, SOLID, YELLOW, 150 | | | mm | | | SECTION TOTALS | $ 2,949,735.34| $ 3,015,831.62| $ 3,061,199.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,949,735.34| $ 3,015,831.62| $ 3,061,199.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 125 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,162,197.17 ROUTE : CALL ORDER : 125 CONTRACT ID : R -26547-B COUNTIES : VANDERBURGH LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | 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| 93000.00000 93000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1745.00000 20940.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 157000.00000 157000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 110-01001 LUMP| 18000.00000 18000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | FESTIVAL | | | 0005 110-07025 1.000 EACH| 975.00000 975.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | TURF INSTALL | | | 0006 201-52370 LUMP| 105000.00000 105000.00| | CLEARING RIGHT OF WAY | | | 0007 202-02250 5.000 EACH| 720.00000 3600.00| | TREE, 250 mm, REMOVE | | | 0008 203-02080 1.900 km | 258420.00000 490998.00| | LINEAR GRADING | | | 0009 205-06932 20.000 m | 17.00000 340.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06937 962.400 m | 6.80000 6544.32| | TEMPORARY SILT FENCE | | | 0011 210-03827 1.000 EACH| 3754.00000 3754.00| | FOUNTAIN, DRINKING , ADA ACCESSIBLE | | | 0012 210-04181 19.000 EACH| 405.00000 7695.00| | BICYCLE RACK | | | 0013 210-05103 1.000 EACH| 31845.00000 31845.00| | BUILDING , GAZEBO | | | 0014 210-05106 22.000 EACH| 785.00000 17270.00| | CONCRETE , HISTORIC LIGHT FOUNDATION, | | | REINFORCED, WITH VECTREN PROVIDED BOLT | | | 0015 210-05106 2.000 EACH| 1245.00000 2490.00| | CONCRETE , PRECAST, GRAPHICS PANEL BASE | | | 0016 210-05403 LUMP| 8550.00000 8550.00| | MODIFICATION OF EXISTING LEVEE | | | STRUCTURES | | | 0017 210-06799 10.500 m3 | 7120.00000 74760.00| | LIMESTONE BENCH | | | 0018 210-06799 104.000 m3 | 1.00000 104.00| | LIMESTONE CAP AT PAGODA RETAINING WALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 125 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,162,197.17 ROUTE : CALL ORDER : 125 CONTRACT ID : R -26547-B COUNTIES : VANDERBURGH LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 210-07095 LUMP| 14000.00000 14000.00| | TEMPORARY FLOOD PROTECTION | | | 0020 210-07562 909.967 m | 8.20000 7461.73| | TEMPORARY EROSION AND SEDIMENT CONTROL | | | AT LEVEE | | | 0021 210-07642 1200.000 m3 | 8.20000 9840.00| | SOIL PREPARATION | | | 0022 210-07643 22.000 EACH| 220.00000 4840.00| | TREE PROTECTION | | | 0023 210-07644 44.000 EACH| 96.00000 4224.00| | CONDUIT , RGC, AT HISTORIC LIGHT FOOTING| | | 0024 210-07645 37.300 m2 | 134.00000 4998.20| | TRUNCATED DOME DETECTABLE WARNING PAVERS| | | 0025 303-01180 2840.000 Mg | 26.75000 75970.00| | COMPACTED AGGREGATE, 53 | | | 0026 304-07489 105.854 Mg | 78.00000 8256.61| | HMA PATCHING, TYPE A | | | 0027 402-07432 654.250 Mg | 102.00000 66733.50| | HMA TYPE A, SURFACE | | | 0028 402-07435 984.500 Mg | 74.00000 72853.00| | HMA TYPE A, INTERMEDIATE | | | 0029 406-05521 7270.000 m2 | 0.12000 872.40| | ASPHALT FOR TACK COAT | | | 0030 502-06627 132.310 m2 | 61.00000 8070.91| | PCCP, 150 mm | | | 0031 601-03667 21.382 m | 1310.00000 28010.42| | RAILING, ORNAMENTAL AT RETAINING WALL | | | 0032 601-95871 16.568 m | 870.00000 14414.16| | HANDRAIL , SKATEBOARD PROOF | | | 0033 603-03829 150.000 m | 74.00000 11100.00| | FENCE , RELOCATE EXISTING AT MUSEUM, | | | TEMPORARY | | | 0034 603-04741 LUMP| 309000.00000 309000.00| | FENCE AND ROLLING GATES, MUSEUM | | | 0035 604-04740 1070.000 m2 | 183.00000 195810.00| | PAVERS , ASPHALT ON RIGID BASE WITH | | | INTEGRAL CONCRETE TRAIL EDGE | | | 0036 605-06120 343.424 m | 52.00000 17858.05| | CURB, CONCRETE | | | 0037 607-05729 95.360 m | 44.00000 4195.84| | PAVED SIDE DITCH, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 125 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,162,197.17 ROUTE : CALL ORDER : 125 CONTRACT ID : R -26547-B COUNTIES : VANDERBURGH LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 611-03671 3.000 EACH| 1950.00000 5850.00| | TRASH RECEPTACLE | | | 0039 615-03866 1.000 EACH| 675.00000 675.00| | MILE MARKER | | | 0040 615-92613 3.000 EACH| 825.00000 2475.00| | PLAQUE, RELOCATE , MEMORIAL, AT FLAG | | | POLE | | | 0041 615-92613 1.000 EACH| 1795.00000 1795.00| | PLAQUE, RELOCATE ,MEMORIAL, AT TENNIS | | | COURT | | | 0042 616-02305 1865.600 m3 | 136.00000 253721.60| | GABIONS , PVC COATED | | | 0043 616-02320 11316.200 m2 | 1.70000 19237.54| | GEOTEXTILES | | | 0044 616-06406 5824.000 m2 | 33.90000 197433.60| | RIPRAP, REVETMENT | | | 0045 621-06574 15500.000 m2 | 4.05000 62775.00| | SODDING | | | 0046 622-02564 LUMP| 104000.00000 104000.00| | LANDSCAPING | | | 0047 622-02564 LUMP| 10000.00000 10000.00| | LANDSCAPING MAINTENANCE, ONE YEAR | | | EXTENDED | | | 0048 622-02564 LUMP| 8400.00000 8400.00| | LANDSCAPING WATERING SYSTEM | | | 0049 622-04992 1.000 EACH| 6500.00000 6500.00| | DRAIN AREA MODIFIED | | | 0050 702-76240 65.200 m3 | 428.00000 27905.60| | CONCRETE , CAST-IN-PLACE FOR FOOTINGS | | | 0051 702-76240 4.000 m3 | 542.00000 2168.00| | CONCRETE , SLAB, STRUCTURAL | | | 0052 702-76240 50.000 m3 | 728.00000 36400.00| | CONCRETE , WALLS AND STEPS, FORMED | | | 0053 704-04850 67.482 m2 | 19.00000 1282.16| | CONCRETE , EXISTING, COLOR SEAL COAT | | | 0054 704-04850 932.913 m2 | 44.00000 41048.17| | CONCRETE PCCP, 100 mm | | | 0055 707-99085 2.000 EACH| 2150.00000 4300.00| | FLAG POLE , 200 mm DIA., SALVAGE AND | | | REINSTALL | | | 0056 707-99085 1.000 EACH| 2350.00000 2350.00| | FLAG POLE , 250 mm DIA., SALVAGE AND | | | REINSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 125 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,162,197.17 ROUTE : CALL ORDER : 125 CONTRACT ID : R -26547-B COUNTIES : VANDERBURGH LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 711-03664 13.000 EACH| 1370.00000 17810.00| | BENCH, METAL | | | 0058 711-05101 2235.840 m | 16.00000 35773.44| | EDGING , CONCRETE, REINFORCED, 225 mm X | | | 150 mm, TRAIL | | | 0059 714-04851 0.800 m3 | 2300.00000 1840.00| | RETAINING WALL , CONCRETE, REINFORCED | | | 0060 714-05867 1.300 m2 | 3050.00000 3965.00| | WALL , BRICK, FREESTANDING | | | 0061 715-04612 166.800 m | 90.00000 15012.00| | PIPE , HDPE, 200 mm | | | 0062 715-04612 180.900 m | 98.00000 17728.20| | PIPE , HDPE, 250 mm | | | 0063 715-04612 131.900 m | 116.00000 15300.40| | PIPE , HDPE, 300 mm | | | 0064 715-04612 22.500 m | 136.00000 3060.00| | PIPE , HDPE, 450 mm | | | 0065 715-05118 16.000 m | 192.00000 3072.00| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0066 715-05422 70.000 m | 278.00000 19460.00| | PIPE, SLOTTED DRAIN, 300 mm | | | 0067 715-92037 12.000 m | 58.00000 696.00| | PIPE, PVC, 100 mm | | | 0068 716-98960 11.800 m | 392.00000 4625.60| | CASING, STEEL , 300 mm | | | 0069 718-04986 4.000 EACH| 1050.00000 4200.00| | CLEANOUT , TYPE 1, MODIFIED | | | 0070 720-04666 1.000 EACH| 1150.00000 1150.00| | CATCH BASIN , TRENCH DRAIN | | | 0071 720-04682 21.000 EACH| 1765.00000 37065.00| | INLET , A | | | 0072 720-04682 1.000 EACH| 2075.00000 2075.00| | INLET , B | | | 0073 720-04682 5.000 EACH| 2125.00000 10625.00| | INLET , C | | | 0074 720-04682 4.000 EACH| 1055.00000 4220.00| | INLET , CURB, MODIFIED | | | 0075 720-07309 29.000 m | 325.00000 9425.00| | TRENCH DRAIN | | | 0076 720-98959 5.000 EACH| 2085.00000 10425.00| | MANHOLE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 125 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,162,197.17 ROUTE : CALL ORDER : 125 CONTRACT ID : R -26547-B COUNTIES : VANDERBURGH LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 801-06775 LUMP| 21000.00000 21000.00| | MAINTAINING TRAFFIC | | | 0078 802-03896 5.000 EACH| 1045.00000 5225.00| | BOLLARD , COLLAPSIBLE | | | 0079 802-03896 10.000 EACH| 895.00000 8950.00| | BOLLARD , CONCRETE, SPHERICAL, 600 mm | | | DIA. | | | 0080 802-04314 6.000 EACH| 935.00000 5610.00| | SIGN , INTERPRETIVE PLAQUES, STAINLESS | | | STEEL | | | 0081 802-04314 1.000 EACH| 3570.00000 3570.00| | SIGN , MODIFY EXISTING SUNSET PARK SIGN | | | 0082 802-04314 15.000 EACH| 875.00000 13125.00| | SIGN , TRAIL, ALUMINUM SHEET, MODIFIED | | | POST AND FOOTING | | | 0083 802-04314 7.000 EACH| 1750.00000 12250.00| | SIGN , TRAILHEAD, GRAPHIC PANELS | | | 0084 802-04314 5.000 EACH| 1175.00000 5875.00| | SIGN , TRAILHEAD, STRUCTURE | | | 0085 805-04973 1955.000 m | 8.00000 15640.00| | CONDUIT , PVC, 50 mm | | | 0086 805-78370 1.000 EACH| 1615.00000 1615.00| | PEDESTRIAN PUSH BUTTON | | | 0087 807-04962 70.000 EACH| 1988.00000 139160.00| | LIGHT , BOLLARD AND FOOTING, CABLE, | | | CONDUIT, AND CONNECTION | | | 0088 807-04962 1.000 EACH| 3360.00000 3360.00| | LIGHT , GAZEBO AND CONNECTION | | | 0089 807-06796 2.000 EACH| 3345.00000 6690.00| | ELECTRIC METER PEDESTAL AND BASE WITH | | | 200 AMP DISCONNECT AND TIMECLOCK | | | 0090 808-03439 29.652 m | 24.00000 711.65| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0091 808-04767 1238.134 m | 1.00000 1238.13| | LINE , PAINT, SOLID, RED, 80 mm | | | 0092 808-04767 98.000 m | 1.60000 156.80| | LINE , PAINT, SOLID, WHITE, 150 | | | 0093 808-06609 3.000 EACH| 310.00000 930.00| | PAVEMENT MESSAGE MARKING , PLASTIC MAT, | | | HANDICAP SYMBOL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 125 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,162,197.17 ROUTE : CALL ORDER : 125 CONTRACT ID : R -26547-B COUNTIES : VANDERBURGH LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 808-06723 3.000 EACH| 38.00000 114.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0095 808-06726 12.210 m | 10.00000 122.10| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0096 808-75247 34.370 m | 2.80000 96.24| | LINE, THERMOPLASTIC, SOLID, YELLOW, 150 | | | mm | | | SECTION TOTALS | $ 3,152,657.37| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,152,657.37| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,783,917.00 ROUTE : SR 18 CALL ORDER : 331 CONTRACT ID : B -26342-A COUNTIES : GRANT LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/14/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1325038 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 1,673,162.28 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 1,748,895.35 104.5263% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,916,257.85 114.5291% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1128289 |(3) 35-1618530 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 5510.40000 5510.40| 12200.00000 12200.00| 17500.00000 17500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1805.26000 21663.12| 1400.00000 16800.00| 1200.00000 14400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 84658.11000 84658.11| 85000.00000 85000.00| 94000.00000 94000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 16931.62000 16931.62| 17000.00000 17000.00| 18000.00000 18000.00 CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 19738.00000 19738.00| 8000.00000 8000.00| 9000.00000 9000.00 DEBRIS, REMOVE | | | 0006 202-01498 1.000 EACH| 165.00000 165.00| 60.00000 60.00| 57.00000 57.00 PAVEMENT MESSAGE MARKINGS, LANE | | | INDICATION ARROW, REMOVE | | | 0007 202-02240 521.000 SYS | 13.73000 7153.33| 10.50000 5470.50| 14.00000 7294.00 PAVEMENT, REMOVE | | | 0008 202-02241 475.000 LFT | 5.00000 2375.00| 3.00000 1425.00| 5.25000 2493.75 GUARDRAIL, REMOVE | | | 0009 202-02272 20.000 LFT | 14.85000 297.00| 4.50000 90.00| 30.00000 600.00 PAVED SIDE DITCH, REMOVE | | | 0010 202-02276 2.000 EACH| 350.00000 700.00| 370.00000 740.00| 600.00000 1200.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0011 202-02278 216.000 LFT | 3.85000 831.60| 2.00000 432.00| 6.00000 1296.00 CURB, CONCRETE, REMOVE | | | 0012 202-03322 1.000 EACH| 1000.00000 1000.00| 3000.00000 3000.00| 1000.00000 1000.00 SIGNAL POLE, REMOVE AND RESET | | | 0013 202-04089 7.000 EACH| 50.00000 350.00| 75.00000 525.00| 37.00000 259.00 SIGN, SHEET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,783,917.00 ROUTE : SR 18 CALL ORDER : 331 CONTRACT ID : B -26342-A COUNTIES : GRANT LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1128289 |(3) 35-1618530 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-51328 LUMP| 210902.72000 210902.72| 152333.00000 152333.00| 122000.00000 122000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0015 202-52710 154.000 SYS | 12.14000 1869.56| 5.00000 770.00| 15.00000 2310.00 SIDEWALK, CONCRETE, REMOVE | | | 0016 202-60820 3348.000 SYS | 2.19000 7332.12| 2.15000 7198.20| 2.25000 7533.00 SURFACE MILLING, ASPHALT | | | 0017 202-91385 2.000 EACH| 614.00000 1228.00| 340.00000 680.00| 175.00000 350.00 INLET, REMOVE | | | 0018 202-95027 1.000 EACH| 150.00000 150.00| 120.00000 120.00| 500.00000 500.00 IMPACT ATTENUATOR, REMOVE | | | 0019 202-96133 46.000 LFT | 8.14000 374.44| 15.00000 690.00| 11.00000 506.00 PIPE, REMOVE | | | 0020 203-02000 639.000 CYS | 22.00000 14058.00| 20.00000 12780.00| 18.00000 11502.00 EXCAVATION, COMMON | | | 0021 203-02070 527.000 CYS | 18.22000 9601.94| 20.00000 10540.00| 20.00000 10540.00 BORROW | | | 0022 205-06937 1090.000 LFT | 2.50000 2725.00| 3.00000 3270.00| 2.75000 2997.50 TEMPORARY SILT FENCE | | | 0023 206-51220 326.000 CYS | 37.00000 12062.00| 100.00000 32600.00| 27.00000 8802.00 EXCAVATION, WET | | | 0024 206-51235 LUMP| 35968.00000 35968.00| 97000.00000 97000.00| 100000.00000 100000.00 COFFERDAM | | | 0025 207-07500 425.000 SYS | 12.00000 5100.00| 8.00000 3400.00| 20.00000 8500.00 SUBGRADE TREATMENT, TYPE C | | | 0026 211-06467 79.200 CYS | 55.00000 4356.00| 35.00000 2772.00| 40.00000 3168.00 AGGREGATE FOR END BENT BACKFILL | | | 0027 211-07454 357.000 CYS | 38.33000 13683.81| 10.00000 3570.00| 50.00000 17850.00 STRUCTURE BACKFILL | | | 0028 301-07448 252.000 TON | 18.37000 4629.24| 24.00000 6048.00| 28.00000 7056.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 302-07455 63.000 CYS | 38.40000 2419.20| 42.00000 2646.00| 45.00000 2835.00 DENSE GRADED SUBBASE | | | 0030 304-07492 54.000 TON | 69.45000 3750.30| 53.50000 2889.00| 51.00000 2754.00 HMA WIDENING, TYPE A | | | 0031 304-07493 77.000 TON | 55.74000 4291.98| 53.50000 4119.50| 51.00000 3927.00 HMA WIDENING, TYPE B | | | 0032 402-07433 580.000 TON | 46.50000 26970.00| 50.50000 29290.00| 48.00000 27840.00 HMA TYPE B, SURFACE | | | 0033 402-07438 14.000 TON | 97.25000 1361.50| 106.00000 1484.00| 105.00000 1470.00 HMA TYPE B, INTERMEDIATE | | | 0034 402-07441 77.000 TON | 86.15000 6633.55| 94.00000 7238.00| 90.00000 6930.00 HMA TYPE B, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 331 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,783,917.00 ROUTE : SR 18 CALL ORDER : 331 CONTRACT ID : B -26342-A COUNTIES : GRANT LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1128289 |(3) 35-1618530 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 402-07451 150.000 TON | 44.35000 6652.50| 44.50000 6675.00| 46.00000 6900.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0036 406-05520 1.200 TON | 160.00000 192.00| 175.00000 210.00| 165.00000 198.00 ASPHALT FOR TACK COAT | | | 0037 502-06329 372.000 SYS | 60.51000 22509.72| 52.00000 19344.00| 65.00000 24180.00 PCCP, 12 IN. | | | 0038 503-03489 142.000 EACH| 9.75000 1384.50| 17.00000 2414.00| 13.00000 1846.00 RETROFITTED TIE BARS | | | 0039 503-05240 223.000 LFT | 11.00000 2453.00| 7.00000 1561.00| 12.00000 2676.00 D-1 CONTRACTION JOINT | | | 0040 503-05310 34.000 LFT | 195.10000 6633.40| 127.75000 4343.50| 170.00000 5780.00 TERMINAL JOINT | | | 0041 601-01522 1.000 EACH| 1200.00000 1200.00| 1460.00000 1460.00| 1250.00000 1250.00 GUARDRAIL TRANSITION TYPE TGB | | | 0042 601-01626 1.000 EACH| 1500.00000 1500.00| 1410.00000 1410.00| 1550.00000 1550.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0043 601-02103 62.500 LFT | 14.00000 875.00| 15.10000 943.75| 14.50000 906.25 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0044 601-02206 125.000 LFT | 10.00000 1250.00| 16.00000 2000.00| 10.50000 1312.50 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0045 601-02800 2.000 EACH| 1000.00000 2000.00| 925.00000 1850.00| 1050.00000 2100.00 GUARDRAIL TRANSITION, TGT | | | 0046 601-05999 1.000 EACH| 50.00000 50.00| 42.00000 42.00| 52.50000 52.50 CURVED TERMINAL END | | | 0047 601-93346 1.000 EACH| 200.00000 200.00| 93.00000 93.00| 225.00000 225.00 GUARD RAIL CONNECTOR, AS | | | 0048 601-94689 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00| 2300.00000 2300.00 GUARDRAIL END TREATMENT, OS | | | 0049 601-97080 1.000 EACH| 2500.00000 2500.00| 3050.00000 3050.00| 2600.00000 2600.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0050 601-99105 213.000 LFT | 9.00000 1917.00| 10.00000 2130.00| 9.50000 2023.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0051 601-99132 1.000 EACH| 100.00000 100.00| 60.00000 60.00| 105.00000 105.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0052 602-06729 22.000 EACH| 10.00000 220.00| 9.00000 198.00| 7.50000 165.00 BARRIER DELINEATOR | | | 0053 604-06069 10.000 SYS | 50.35000 503.50| 52.00000 520.00| 50.00000 500.00 CURB RAMP, CONCRETE , K | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 331 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,783,917.00 ROUTE : SR 18 CALL ORDER : 331 CONTRACT ID : B -26342-A COUNTIES : GRANT LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1128289 |(3) 35-1618530 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 604-91531 202.000 SYS | 26.77000 5407.54| 31.00000 6262.00| 34.00000 6868.00 SIDEWALK, CONCRETE, 4 IN. | | | 0055 605-06090 210.000 LFT | 15.77000 3311.70| 16.75000 3517.50| 19.00000 3990.00 CURB, INTEGRAL, CONCRETE | | | 0056 605-06140 130.000 LFT | 18.32000 2381.60| 19.25000 2502.50| 30.00000 3900.00 CURB AND GUTTER, CONCRETE | | | 0057 607-95754 110.000 LFT | 1.69000 185.90| 3.20000 352.00| 5.00000 550.00 PAVED SIDE DITCH, BREAK | | | 0058 610-06259 279.000 SYS | 60.51000 16882.29| 51.50000 14368.50| 55.00000 15345.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0059 610-07486 20.000 TON | 60.00000 1200.00| 85.25000 1705.00| 63.00000 1260.00 HMA FOR APPROACHES, TYPE A | | | 0060 615-06525 1.000 EACH| 948.00000 948.00| 300.00000 300.00| 300.00000 300.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0061 616-02320 1287.000 SYS | 1.85000 2380.95| 1.65000 2123.55| 3.50000 4504.50 GEOTEXTILES | | | 0062 616-06405 863.000 TON | 19.50000 16828.50| 23.00000 19849.00| 22.00000 18986.00 RIPRAP, REVETMENT | | | 0063 621-01004 1.000 EACH| 800.00000 800.00| 435.00000 435.00| 425.00000 425.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0064 621-06560 1000.000 SYS | 1.65000 1650.00| 1.60000 1600.00| 1.45000 1450.00 MULCHED SEEDING, U | | | 0065 621-06574 16.000 SYS | 48.00000 768.00| 43.00000 688.00| 40.00000 640.00 SODDING | | | 0066 701-01849 1720.000 LFT | 28.65000 49278.00| 20.00000 34400.00| 55.00000 94600.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.312 IN., 14 IN. | | | 0067 701-05787 LUMP| 42797.00000 42797.00| 48950.00000 48950.00| 125000.00000 125000.00 INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION | | | 0068 702-51005 288.900 CYS | 375.00000 108337.50| 435.00000 125671.50| 525.00000 151672.50 CONCRETE, A, SUBSTRUCTURE | | | 0069 702-51015 56.000 CYS | 275.00000 15400.00| 260.00000 14560.00| 400.00000 22400.00 CONCRETE, B, FOOTINGS | | | 0070 702-51100 486.000 LBS | 8.10000 3936.60| 5.00000 2430.00| 3.50000 1701.00 DRAIN PIPE, CAST IRON, 6 IN. | | | 0071 702-51110 1932.000 LBS | 2.45000 4733.40| 1.75000 3381.00| 2.00000 3864.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0072 702-51863 40.000 EACH| 12.52000 500.80| 15.00000 600.00| 20.00000 800.00 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 331 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,783,917.00 ROUTE : SR 18 CALL ORDER : 331 CONTRACT ID : B -26342-A COUNTIES : GRANT LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1128289 |(3) 35-1618530 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 703-51030 40991.000 LBS | 0.65000 26644.15| 0.50000 20495.50| 0.55000 22545.05 REINFORCING STEEL | | | 0074 703-51032 181116.000 LBS | 0.62000 112291.92| 0.60000 108669.60| 0.65000 117725.40 REINFORCING STEEL, EPOXY COATED | | | 0075 704-51002 753.400 CYS | 350.00000 263690.00| 385.00000 290059.00| 360.00000 271224.00 CONCRETE, C, SUPERSTRUCTURE | | | 0076 706-06342 378.000 LFT | 53.93000 20385.54| 52.20000 19731.60| 50.00000 18900.00 RAILING, PS-1 | | | 0077 706-06347 368.000 LFT | 77.44000 28497.92| 74.60000 27452.80| 78.00000 28704.00 RAILING, CF-1 | | | 0078 706-06353 2.000 EACH| 1621.00000 3242.00| 1700.00000 3400.00| 1400.00000 2800.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 | | | 0079 706-51020 22.800 CYS | 695.55000 15858.54| 753.00000 17168.40| 725.00000 16530.00 CONCRETE, C, RAILING | | | 0080 707-06524 1830.000 LFT | 89.50000 163785.00| 106.75000 195352.50| 110.00000 201300.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60 IN. X 42 IN. | | | 0081 709-51821 LUMP| 8473.24000 8473.24| 11520.00000 11520.00| 11000.00000 11000.00 SURFACE SEAL | | | 0082 711-51070 20.000 EACH| 22.00000 440.00| 55.00000 1100.00| 100.00000 2000.00 ANCHOR PLATE, AP 1 | | | 0084 715-05149 46.000 LFT | 24.32000 1118.72| 24.50000 1127.00| 22.00000 1012.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0085 715-05407 130.000 LFT | 12.21000 1587.30| 3.00000 390.00| 12.00000 1560.00 PIPE, END BENT DRAIN, 6 IN. | | | 0086 715-46000 2.000 EACH| 183.57000 367.14| 153.00000 306.00| 425.00000 850.00 PIPE END SECTION, 12 IN. | | | 0087 720-45045 2.000 EACH| 1650.50000 3301.00| 1525.00000 3050.00| 1400.00000 2800.00 INLET, J10 | | | 0088 801-01504 3.000 EACH| 50.00000 150.00| 38.00000 114.00| 37.00000 111.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0089 801-01505 2.000 EACH| 51.00000 102.00| 44.00000 88.00| 42.00000 84.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0090 801-04308 1.000 EACH| 465.00000 465.00| 490.00000 490.00| 475.00000 475.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0091 801-06207 7500.000 LFT | 0.90000 6750.00| 0.95000 7125.00| 0.90000 6750.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 331 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,783,917.00 ROUTE : SR 18 CALL ORDER : 331 CONTRACT ID : B -26342-A COUNTIES : GRANT LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1128289 |(3) 35-1618530 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 801-06625 10.000 EACH| 71.50000 715.00| 104.00000 1040.00| 100.00000 1000.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0093 801-06640 28.000 EACH| 114.00000 3192.00| 85.00000 2380.00| 85.00000 2380.00 CONSTRUCTION SIGN, A | | | 0094 801-06645 13.000 EACH| 52.50000 682.50| 33.00000 429.00| 30.00000 390.00 CONSTRUCTION SIGN, B | | | 0095 801-06710 540.000 DAY | 10.00000 5400.00| 12.00000 6480.00| 13.00000 7020.00 FLASHING ARROW SIGN | | | 0096 801-06775 LUMP| 19164.80000 19164.80| 25000.00000 25000.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0097 801-07118 108.000 LFT | 5.15000 556.20| 8.15000 880.20| 8.00000 864.00 BARRICADE, III-A | | | 0098 801-07119 24.000 LFT | 6.45000 154.80| 9.25000 222.00| 9.00000 216.00 BARRICADE, III-B | | | 0099 802-05701 95.600 LFT | 9.40000 898.64| 11.00000 1051.60| 8.50000 812.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0100 802-76025 44.200 SFT | 10.90000 481.78| 22.00000 972.40| 9.25000 408.85 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0101 802-76035 24.000 SFT | 11.90000 285.60| 16.50000 396.00| 9.50000 228.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0102 802-99045 1.000 EACH| 250.00000 250.00| 75.00000 75.00| 250.00000 250.00 SIGN REMOUNTING | | | 0103 805-06592 400.000 LFT | 7.80000 3120.00| 14.20000 5680.00| 9.75000 3900.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0104 805-78470 1748.000 LFT | 0.20000 349.60| 0.90000 1573.20| 0.25000 437.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0105 805-78795 517.000 LFT | 8.00000 4136.00| 7.25000 3748.25| 9.50000 4911.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0106 805-78925 2.000 EACH| 540.00000 1080.00| 1050.00000 2100.00| 700.00000 1400.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0107 805-92951 5.000 EACH| 275.00000 1375.00| 255.00000 1275.00| 275.00000 1375.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0108 805-98253 2.000 EACH| 920.00000 1840.00| 2400.00000 4800.00| 1250.00000 2500.00 CONTROLLER CABINET, G | | | 0109 808-01238 2.000 EACH| 305.00000 610.00| 70.00000 140.00| 67.00000 134.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | 0110 808-06711 77.000 LFT | 1.45000 111.65| 0.55000 42.35| 0.55000 42.35 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 331 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,783,917.00 ROUTE : SR 18 CALL ORDER : 331 CONTRACT ID : B -26342-A COUNTIES : GRANT LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1128289 |(3) 35-1618530 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 808-06713 2520.000 LFT | 0.27000 680.40| 0.25000 630.00| 0.25000 630.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0112 808-06714 2860.000 LFT | 0.12000 343.20| 0.25000 715.00| 0.25000 715.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0113 808-06716 460.000 LFT | 0.29000 133.40| 0.50000 230.00| 0.50000 230.00 LINE, REMOVE | | | 0114 808-06723 4.000 EACH| 91.00000 364.00| 45.00000 180.00| 45.00000 180.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0115 808-06724 3.000 EACH| 93.00000 279.00| 57.00000 171.00| 55.00000 165.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0116 808-06726 113.000 LFT | 7.00000 791.00| 1.65000 186.45| 1.60000 180.80 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0117 808-75051 507.000 LFT | 1.20000 608.40| 1.75000 887.25| 1.70000 861.90 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0118 808-75054 507.000 LFT | 1.20000 608.40| 1.75000 887.25| 1.70000 861.90 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0119 808-75059 130.000 LFT | 1.20000 156.00| 1.80000 234.00| 1.75000 227.50 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0120 808-75998 13.000 EACH| 60.00000 780.00| 90.00000 1170.00| 90.00000 1170.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0121 732-04963 LUMP| 103956.50000 103956.50| 111300.00000 111300.00| 110000.00000 110000.00 WATER MAIN , 16 IN., RE-ESTABLISH | | | SECTION TOTALS | $ 1,673,162.28| $ 1,748,895.35| $ 1,916,257.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,673,162.28| $ 1,748,895.35| $ 1,916,257.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 381 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 266,240.29 ROUTE : OLD CR 68 CALL ORDER : 381 CONTRACT ID : B -26641-A COUNTIES : DEKALB LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9917037 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 271,815.20 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 347,889.00 127.9873% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1817530 | |PRIMCO, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 3503.99000 3503.99| 9960.00000 9960.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2027.70000 12166.20| 1280.00000 7680.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 13590.76000 13590.76| 17400.00000 17400.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 4000.00000 4000.00| 4210.00000 4210.00| CLEARING AND GRUBBING | | | 0005 202-51328 LUMP| 69064.96000 69064.96| 35440.00000 35440.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 203-02070 5.000 m3 | 83.00000 415.00| 71.00000 355.00| BORROW | | | 0007 206-51220 153.300 m3 | 62.00000 9504.60| 27.00000 4139.10| EXCAVATION, WET | | | 0008 206-51225 41.000 m3 | 18.00000 738.00| 14.40000 590.40| EXCAVATION, DRY | | | 0009 206-51235 LUMP| 20000.00000 20000.00| 54520.00000 54520.00| COFFERDAM | | | 0010 210-07530 LUMP| 6010.00000 6010.00| 6490.00000 6490.00| REINFORCE AWNING SUPPORTS | | | 0011 211-06467 20.100 m3 | 86.00000 1728.60| 19.00000 381.90| AGGREGATE FOR END BENT BACKFILL | | | 0012 305-06082 3.300 Mg | 100.00000 330.00| 87.00000 287.10| HMA PATCHING FOR ASPHALT PAVEMENT | | | 0013 402-05477 12.300 Mg | 90.00000 1107.00| 163.00000 2004.90| HMA SURFACE 9.5 mm, MAINLINE | | | 0014 619-93423 LUMP| 6735.00000 6735.00| 15000.00000 15000.00| POLLUTION CONTROL | | | 0015 621-06559 19.000 m2 | 60.00000 1140.00| 60.00000 1140.00| MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 381 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 266,240.29 ROUTE : OLD CR 68 CALL ORDER : 381 CONTRACT ID : B -26641-A COUNTIES : DEKALB LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1817530 | |PRIMCO, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 701-01849 36.000 m | 152.00000 5472.00| 321.40000 11570.40| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0018 701-51150 205.000 m | 30.00000 6150.00| 87.00000 17835.00| PILES, TIMBER, DRIVEN | | | 0019 702-01724 16.200 m3 | 350.00000 5670.00| 229.00000 3709.80| CONCRETE, C, FOOTINGS | | | 0020 702-51863 64.000 EACH| 8.50000 544.00| 7.50000 480.00| FIELD DRILLED HOLE IN CONCRETE | | | 0021 702-92857 42.800 m3 | 800.00000 34240.00| 570.00000 24396.00| CONCRETE, C, SUBSTRUCTURE | | | 0022 703-51030 9035.000 kg | 1.65000 14907.75| 1.20000 10842.00| REINFORCING STEEL | | | 0023 709-51821 LUMP| 190.44000 190.44| 830.00000 830.00| SURFACE SEAL | | | 0024 710-51870 10.000 m2 | 695.55000 6955.50| 524.00000 5240.00| REPOINTING MASONRY IN STRUCTURES | | | 0025 712-03819 5.000 m2 | 237.00000 1185.00| 1032.00000 5160.00| TIMBER ROOF | | | 0026 712-03820 30.000 m2 | 165.00000 4950.00| 442.00000 13260.00| TIMBER SIDING AND BATTONS | | | 0027 712-04131 LUMP| 23000.00000 23000.00| 62190.00000 62190.00| STRUCTURE TIMBER BRIDGE PACKAGE, INSTALL| | | 0028 712-04704 LUMP| 4000.00000 4000.00| 7500.00000 7500.00| BRIDGE PAINTING | | | 0029 712-04707 LUMP| 2000.00000 2000.00| 7500.00000 7500.00| BRIDGE CLEANING | | | 0030 712-04709 LUMP| 3866.00000 3866.00| 7960.00000 7960.00| JACKING AND CRIBBING TIMBER TRUSSES | | | 0031 712-05097 25.000 kg | 20.00000 500.00| 53.50000 1337.50| METAL PARTS , MISC HARDWARE | | | 0032 712-94080 5.000 m2 | 310.00000 1550.00| 523.10000 2615.50| TIMBER DECK | | | 0033 715-05407 40.000 m | 40.00000 1600.00| 21.60000 864.00| PIPE, END BENT DRAIN, 150 mm | | | 0034 727-90309 1.000 L | 2500.00000 2500.00| 2500.00000 2500.00| EPOXY INJECTION, EPOXY MATERIAL | | | 0035 801-04308 3.000 EACH| 330.00000 990.00| 330.00000 990.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06640 4.000 EACH| 140.00000 560.00| 140.00000 560.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/24/03 PAGE : 381 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 266,240.29 ROUTE : OLD CR 68 CALL ORDER : 381 CONTRACT ID : B -26641-A COUNTIES : DEKALB LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1817530 | |PRIMCO, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 801-07118 14.400 m | 29.00000 417.60| 29.00000 417.60| BARRICADE, III-A | | | 0038 801-07119 14.400 m | 37.00000 532.80| 37.00000 532.80| BARRICADE, III-B | | | SECTION TOTALS | $ 271,815.20| $ 347,889.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 271,815.20| $ 347,889.00| ====================================================================================================================================