INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 101 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,384.27 ROUTE : CALL ORDER : 101 CONTRACT ID : R -21593-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 12/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : E560005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2131982 J B I CONSTRUCTION INC. $ 1,106,791.69 100.0000% 2 35-1878024 RAGLE, INC. $ 1,306,961.31 118.0855% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 1,323,349.71 119.5662% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,348,039.61 121.7970% ==================================================================================================================================== |(1) 35-2131982 |(2) 35-1878024 |(3) 35-0999231 |J B I CONSTRUCTION INC. |RAGLE, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 31479.00000 31479.00| 30000.00000 30000.00| 32978.00000 32978.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1300.00000 10400.00| 1200.00000 9600.00| 2125.07000 17000.56 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 55300.00000 55300.00| 65000.00000 65000.00| 77453.25000 77453.25 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 52711.00000 52711.00| 104000.00000 104000.00| 43930.00000 43930.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1892.600 m2 | 7.00000 13248.20| 8.00000 15140.80| 12.82000 24263.13 PAVEMENT, REMOVE | | | 0006 202-60815 132.900 m | 14.15000 1880.54| 10.00000 1329.00| 38.54000 5121.97 CENTER CURB, REMOVE | | | 0007 202-60820 962.700 m2 | 5.80000 5583.66| 5.00000 4813.50| 5.41000 5208.21 SURFACE MILLING, ASPHALT | | | 0008 202-74045 17.000 EACH| 19.70000 334.90| 18.75000 318.75| 19.69000 334.73 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-74080 2.000 EACH| 1181.25000 2362.50| 1125.00000 2250.00| 1181.25000 2362.50 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0010 203-02000 2222.000 m3 | 14.99000 33307.78| 20.00000 44440.00| 19.56000 43462.32 EXCAVATION, COMMON | | | 0011 207-07500 4007.100 m2 | 9.15000 36664.97| 14.75000 59104.73| 12.55000 50289.11 SUBGRADE TREATMENT, TYPE C | | | 0012 207-07502 405.400 m2 | 7.60000 3081.04| 8.80000 3567.52| 11.66000 4726.96 SUBGRADE TREATMENT, TYPE D | | | 0013 211-07454 547.300 m3 | 33.04000 18082.79| 35.00000 19155.50| 32.97000 18044.48 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 101 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,384.27 ROUTE : CALL ORDER : 101 CONTRACT ID : R -21593-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2131982 |(2) 35-1878024 |(3) 35-0999231 |J B I CONSTRUCTION INC. |RAGLE, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 301-07448 194.300 Mg | 29.14000 5661.90| 20.00000 3886.00| 25.08000 4873.04 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 303-01180 398.700 Mg | 45.53000 18152.81| 20.00000 7974.00| 25.43000 10138.94 COMPACTED AGGREGATE, NO. 53 | | | 0016 304-07489 18.930 Mg | 136.50000 2583.95| 350.00000 6625.50| 367.50000 6956.78 HMA PATCHING, TYPE A | | | 0017 304-07490 9.680 Mg | 136.50000 1321.32| 650.00000 6292.00| 682.50000 6606.60 HMA PATCHING, TYPE B | | | 0018 304-07524 231.400 Mg | 64.05000 14821.17| 135.00000 31239.00| 106.05000 24539.97 WIDENING WITH QC/QA-HMA, 3, 64, BASE, | | | 19 mm | | | 0019 305-07468 705.000 m2 | 38.67000 27262.35| 50.00000 35250.00| 104.99000 74017.95 PCC BASE PATCHING, 300 mm | | | 0020 401-07334 548.560 Mg | 66.15000 36287.24| 80.00000 43884.80| 84.00000 46079.04 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0021 401-07403 845.060 Mg | 60.90000 51464.15| 57.25000 48379.69| 60.11000 50796.56 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0022 401-07424 2678.000 Mg | 51.45000 137783.10| 49.50000 132561.00| 51.98000 139202.44 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0023 402-07451 258.740 Mg | 81.90000 21190.81| 82.00000 21216.68| 86.10000 22277.51 HMA, TYPE B, WEDGE AND LEVEL | | | 0024 405-05517 6.980 Mg | 341.25000 2381.93| 650.00000 4537.00| 682.50000 4763.85 ASPHALT FOR PRIME COAT | | | 0025 406-05520 7.420 Mg | 231.00000 1714.02| 275.00000 2040.50| 288.75000 2142.53 ASPHALT FOR TACK COAT | | | 0026 604-06069 131.000 m2 | 34.00000 4454.00| 34.00000 4454.00| 49.35000 6464.85 CURB RAMP, CONCRETE | | | 0027 604-91531 1506.000 m2 | 26.00000 39156.00| 38.00000 57228.00| 30.64000 46143.84 SIDEWALK, CONCRETE, 100 mm | | | 0028 605-06125 160.000 m | 68.25000 10920.00| 95.00000 15200.00| 75.71000 12113.60 CURB, CONCRETE, MODIFIED | | | 0029 605-06155 640.000 m | 31.00000 19840.00| 31.00000 19840.00| 43.05000 27552.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0030 605-06245 70.000 m2 | 53.55000 3748.50| 53.55000 3748.50| 96.60000 6762.00 CENTER CURB, B, CONCRETE , MODIFIED | | | 0031 605-06275 91.000 m2 | 51.45000 4681.95| 51.45000 4681.95| 86.10000 7835.10 CENTER CURB, D, CONCRETE, MODIFIED | | | 0032 610-07486 261.890 Mg | 96.60000 25298.57| 82.00000 21474.98| 86.10000 22548.73 HMA FOR APPROACHES, TYPE A | | | 0033 611-05330 469.700 m2 | 37.50000 17613.75| 40.00000 18788.00| 40.16000 18863.15 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 101 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,384.27 ROUTE : CALL ORDER : 101 CONTRACT ID : R -21593-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2131982 |(2) 35-1878024 |(3) 35-0999231 |J B I CONSTRUCTION INC. |RAGLE, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06567 5.600 kL | 0.01000 0.06| 0.01000 0.06| 0.01000 0.06 WATER | | | 0035 621-06575 311.000 m2 | 5.90000 1834.90| 5.11000 1589.21| 5.37000 1670.07 SODDING, NURSERY | | | 0036 702-90915 57.800 m3 | 437.55000 25290.39| 700.00000 40460.00| 760.20000 43939.56 CONCRETE, A | | | 0037 703-06028 5934.240 kg | 1.86000 11037.69| 1.80000 10681.63| 2.94000 17446.67 REINFORCING BARS | | | 0038 715-06690 152.000 m | 173.91000 26434.32| 150.00000 22800.00| 99.75000 15162.00 PIPE, RCP, III, D0.3=75, 300 mm | | | 0039 715-07070 12.000 m | 174.00000 2088.00| 160.00000 1920.00| 246.75000 2961.00 PIPE, RCP, IV, D0.3=100, 300 mm | | | 0040 715-07729 49.000 m | 212.00000 10388.00| 180.00000 8820.00| 142.80000 6997.20 PIPE, RCP, III, DO.3=75, 376 mm | | | 0041 715-07730 73.000 m | 177.00000 12921.00| 190.00000 13870.00| 189.00000 13797.00 PIPE, RCP, III, DO.3=75, 450 mm | | | 0042 715-07731 81.000 m | 211.75000 17151.75| 220.00000 17820.00| 199.50000 16159.50 PIPE, RCP, III, DO.3=75, 600 mm | | | 0043 715-07732 9.000 m | 490.00000 4410.00| 310.00000 2790.00| 432.60000 3893.40 PIPE, RCP, III, DO.3=75, 750 mm | | | 0044 715-93912 16.000 m | 126.50000 2024.00| 120.40000 1926.40| 253.00000 4048.00 WATER MAIN, 150 mm , RELOCATE | | | 0045 720-44000 24.000 EACH| 425.00000 10200.00| 300.00000 7200.00| 281.75000 6762.00 CASTING, ADJUST TO GRADE | | | 0046 720-45145 11.000 EACH| 1875.50000 20630.50| 2200.00000 24200.00| 1470.00000 16170.00 INLET, J10, MODIFIED | | | 0047 720-45155 8.000 EACH| 1875.50000 15004.00| 2800.00000 22400.00| 1454.25000 11634.00 INLET, M10, MODIFIED | | | 0048 720-45251 2.000 EACH| 2458.50000 4917.00| 3200.00000 6400.00| 1690.50000 3381.00 CATCH BASIN, K10, MODIFIED | | | 0049 720-45410 1.000 EACH| 1975.00000 1975.00| 3000.00000 3000.00| 2940.00000 2940.00 MANHOLE, C4 | | | 0050 720-45415 2.000 EACH| 3246.50000 6493.00| 4500.00000 9000.00| 3570.00000 7140.00 MANHOLE, D4 | | | 0051 720-94847 2.000 EACH| 1830.00000 3660.00| 2500.00000 5000.00| 1506.75000 3013.50 INLET, R13, MODIFIED | | | 0052 732-04596 5.000 EACH| 2617.00000 13085.00| 2492.00000 12460.00| 632.50000 3162.50 WATER SERVICE LINE, RENEWAL | | | 0053 732-04964 24.000 m | 140.00000 3360.00| 132.80000 3187.20| 446.25000 10710.00 WATER MAIN , 300 mm, RELOCATE | | | 0054 732-04964 4.000 m | 2275.00000 9100.00| 2166.10000 8664.40| 609.00000 2436.00 WATER MAIN , 500 mm, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 101 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,384.27 ROUTE : CALL ORDER : 101 CONTRACT ID : R -21593-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2131982 |(2) 35-1878024 |(3) 35-0999231 |J B I CONSTRUCTION INC. |RAGLE, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 732-91742 1.000 EACH| 1700.00000 1700.00| 1620.00000 1620.00| 2110.50000 2110.50 FIRE HYDRANT , ADJUST TO GRADE | | | 0056 732-91742 2.000 EACH| 3900.00000 7800.00| 3713.20000 7426.40| 5024.25000 10048.50 FIRE HYDRANT ASSEMBLY, RELOCATE | | | 0057 801-01504 14.000 EACH| 31.50000 441.00| 30.00000 420.00| 31.50000 441.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0058 801-02595 1.000 EACH| 554.40000 554.40| 528.00000 528.00| 554.40000 554.40 CONTROLLER, RESET TIMING | | | 0059 801-03290 5.000 EACH| 236.25000 1181.25| 225.00000 1125.00| 236.25000 1181.25 CONSTRUCTION SIGN, C | | | 0060 801-04308 4.000 EACH| 341.25000 1365.00| 325.00000 1300.00| 341.25000 1365.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06203 1675.000 m | 0.97000 1624.75| 0.92000 1541.00| 0.97000 1624.75 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0062 801-06207 2535.000 m | 3.41000 8644.35| 3.25000 8238.75| 3.41000 8644.35 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06625 2.000 EACH| 89.25000 178.50| 85.00000 170.00| 89.25000 178.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 29.000 EACH| 99.75000 2892.75| 95.00000 2755.00| 99.75000 2892.75 CONSTRUCTION SIGN, A | | | 0065 801-06645 9.000 EACH| 52.50000 472.50| 50.00000 450.00| 52.50000 472.50 CONSTRUCTION SIGN, B | | | 0066 801-06710 450.000 DAY | 16.80000 7560.00| 16.00000 7200.00| 16.80000 7560.00 FLASHING ARROW SIGN | | | 0067 801-06775 LUMP| 29867.04000 29867.04| 78000.00000 78000.00| 96812.50000 96812.50 MAINTAINING TRAFFIC | | | 0068 801-07118 32.400 m | 58.40000 1892.16| 55.60000 1801.44| 58.38000 1891.51 BARRICADE, III-A | | | 0069 801-94295 6.000 EACH| 142.50000 855.00| 142.50000 855.00| 149.63000 897.78 SIGNAL HEAD, RELOCATE | | | 0070 802-05701 52.200 m | 31.00000 1618.20| 29.50000 1539.90| 30.98000 1617.16 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0071 802-05702 7.200 m | 27.25000 196.20| 26.25000 189.00| 27.56000 198.43 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0072 802-07159 1.000 EACH| 3181.50000 3181.50| 3030.00000 3030.00| 3181.50000 3181.50 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 101 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,384.27 ROUTE : CALL ORDER : 101 CONTRACT ID : R -21593-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2131982 |(2) 35-1878024 |(3) 35-0999231 |J B I CONSTRUCTION INC. |RAGLE, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 802-76025 13.220 m2 | 163.80000 2165.44| 156.00000 2062.32| 163.80000 2165.44 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0074 802-76035 13.930 m2 | 170.10000 2369.49| 162.00000 2256.66| 170.10000 2369.49 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0075 802-76045 4.880 m2 | 186.48000 910.02| 177.60000 866.69| 186.48000 910.02 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0076 802-76135 1.000 EACH| 10133.00000 10133.00| 9650.40000 9650.40| 10132.92000 10132.92 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0077 805-01815 2.000 EACH| 1680.00000 3360.00| 1600.00000 3200.00| 1680.00000 3360.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0078 805-01816 1.000 EACH| 1008.00000 1008.00| 960.00000 960.00| 1008.00000 1008.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0079 805-01842 7.000 EACH| 656.25000 4593.75| 625.00000 4375.00| 656.25000 4593.75 HANDHOLE, SIGNAL | | | 0080 805-01893 LUMP| 1050.39000 1050.39| 1000.00000 1000.00| 1050.00000 1050.00 MAINTAINING TRAFFIC SIGNAL | | | 0081 805-02073 1.000 EACH| 3049.20000 3049.20| 2904.00000 2904.00| 3049.20000 3049.20 SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0082 805-02087 LUMP| 2362.50000 2362.50| 2550.00000 2550.00| 2677.50000 2677.50 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0083 805-02152 4.000 EACH| 441.00000 1764.00| 420.00000 1680.00| 441.00000 1764.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0084 805-02202 1.000 EACH| 656.25000 656.25| 625.00000 625.00| 656.25000 656.25 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0085 805-02438 1.000 EACH| 367.50000 367.50| 350.00000 350.00| 367.50000 367.50 COMMUNICATION TELEMETRY INTERCONNECT | | | INTERFACE PANEL | | | 0086 805-06592 479.200 m | 34.65000 16604.28| 33.00000 15813.60| 34.65000 16604.28 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0087 805-78010 1.000 EACH| 945.00000 945.00| 900.00000 900.00| 945.00000 945.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0088 805-78100 1.000 EACH| 10634.40000 10634.40| 10128.00000 10128.00| 10634.40000 10634.40 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 101 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,384.27 ROUTE : CALL ORDER : 101 CONTRACT ID : R -21593-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2131982 |(2) 35-1878024 |(3) 35-0999231 |J B I CONSTRUCTION INC. |RAGLE, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 805-78190 2.000 EACH| 328.15000 656.30| 312.50000 625.00| 328.13000 656.26 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0090 805-78205 6.000 EACH| 610.00000 3660.00| 580.80000 3484.80| 609.84000 3659.04 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0091 805-78215 4.000 EACH| 642.60000 2570.40| 612.00000 2448.00| 642.60000 2570.40 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0092 805-78230 1.000 EACH| 955.40000 955.40| 948.00000 948.00| 995.40000 995.40 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0093 805-78415 3.000 EACH| 1312.50000 3937.50| 1250.00000 3750.00| 1312.50000 3937.50 SPAN, CATENARY, AND TETHER | | | 0094 805-78420 3.000 EACH| 239.40000 718.20| 228.00000 684.00| 239.40000 718.20 DISCONNECT HANGER | | | 0095 805-78445 2.000 EACH| 472.50000 945.00| 450.00000 900.00| 472.50000 945.00 SIGNAL SERVICE | | | 0096 805-78467 7.700 m | 10.50000 80.85| 10.00000 77.00| 10.50000 80.85 SIGNAL CABLE, 3C 8GA. | | | 0097 805-78470 1085.600 m | 1.05000 1139.88| 1.00000 1085.60| 1.05000 1139.88 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0098 805-78480 255.400 m | 3.05000 778.97| 2.90000 740.66| 3.05000 778.97 SIGNAL CABLE, 3C 14GA. | | | 0099 805-78485 488.500 m | 3.60000 1758.60| 3.40000 1660.90| 3.57000 1743.95 SIGNAL CABLE, 5C 14GA. | | | 0100 805-78490 209.200 m | 4.10000 857.72| 3.90000 815.88| 4.10000 857.72 SIGNAL CABLE, 7C 14GA. | | | 0101 805-78510 1672.400 m | 2.42000 4047.21| 2.30000 3846.52| 2.42000 4047.21 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0102 805-78785 7.000 EACH| 472.50000 3307.50| 450.00000 3150.00| 472.50000 3307.50 SIGNAL DETECTOR HOUSING | | | 0103 805-78795 368.100 m | 27.60000 10159.56| 26.25000 9662.63| 27.56000 10144.84 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0104 805-78900 1.000 EACH| 420.00000 420.00| 400.00000 400.00| 420.00000 420.00 PEDESTAL FOUNDATION, A | | | 0105 805-78925 1.000 EACH| 682.50000 682.50| 650.00000 650.00| 682.50000 682.50 CONTROLLER CABINET FOUNDATION, P1 | | | 0106 805-81032 2.000 EACH| 2782.50000 5565.00| 2650.00000 5300.00| 2782.50000 5565.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0107 805-90005 1.000 EACH| 420.00000 420.00| 400.00000 400.00| 420.00000 420.00 SIGNAL PEDESTAL, 3.0 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 101 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,384.27 ROUTE : CALL ORDER : 101 CONTRACT ID : R -21593-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2131982 |(2) 35-1878024 |(3) 35-0999231 |J B I CONSTRUCTION INC. |RAGLE, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 805-90739 338.700 m | 5.25000 1778.18| 5.00000 1693.50| 5.25000 1778.18 CABEL, COMMUNICATION, 6 PR., IMSA SPEC.,| | | 40 2 (UNDERGROUND) | | | 0109 805-92504 11.000 EACH| 241.50000 2656.50| 230.00000 2530.00| 241.50000 2656.50 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0110 805-95340 2.000 EACH| 262.50000 525.00| 250.00000 500.00| 262.50000 525.00 JCT. BOX (TELEPHONE TYPE) FOR 6 PAIR | | | INTERCONNECT CABLE | | | 0111 805-96121 4.000 EACH| 110.25000 441.00| 105.00000 420.00| 110.25000 441.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0112 808-03002 60.000 m | 35.00000 2100.00| 35.00000 2100.00| 36.75000 2205.00 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0113 808-05866 3.500 m2 | 33.92000 118.72| 32.30000 113.05| 33.92000 118.72 PAVEMENT MESSAGE MARKING, REMOVE | | | 0114 808-06701 246.000 m | 1.25000 307.50| 1.18000 290.28| 1.24000 305.04 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0115 808-06703 357.000 m | 1.25000 446.25| 1.18000 421.26| 1.24000 442.68 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0116 808-06716 206.000 m | 3.15000 648.90| 3.00000 618.00| 3.15000 648.90 LINE, REMOVE | | | 0117 808-74815 615.000 m | 6.55000 4028.25| 6.23000 3831.45| 6.54000 4022.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300 mm | | | 0118 808-75043 64.000 m | 2.48000 158.72| 2.36000 151.04| 2.48000 158.72 LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0119 808-75240 24.000 m | 1.24000 29.76| 1.18000 28.32| 1.24000 29.76 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0120 808-75245 539.000 m | 1.25000 673.75| 1.18000 636.02| 1.24000 668.36 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0121 808-75297 86.000 m | 13.43000 1154.98| 12.79000 1099.94| 13.43000 1154.98 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0122 808-75300 77.000 m | 2.48000 190.96| 2.36000 181.72| 2.48000 190.96 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0123 808-75320 22.000 EACH| 57.75000 1270.50| 55.00000 1210.00| 57.75000 1270.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 101 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,384.27 ROUTE : CALL ORDER : 101 CONTRACT ID : R -21593-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2131982 |(2) 35-1878024 |(3) 35-0999231 |J B I CONSTRUCTION INC. |RAGLE, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 808-75325 8.000 EACH| 68.25000 546.00| 65.00000 520.00| 68.25000 546.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0125 808-96075 18.000 m | 2.48000 44.64| 2.36000 42.48| 2.48000 44.64 LINE, THERMOPLASTIC, BROKEN, WHITE, 150 | | | mm | | | 0126 808-98796 58.000 m | 1.66000 96.28| 1.58000 91.64| 1.66000 96.28 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0127 808-98875 56.000 m | 2.48000 138.88| 2.36000 132.16| 2.48000 138.88 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 150 mm | | | SECTION TOTALS | $ 1,106,791.69| $ 1,306,961.31| $ 1,323,349.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,106,791.69| $ 1,306,961.31| $ 1,323,349.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 101 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,384.27 ROUTE : CALL ORDER : 101 CONTRACT ID : R -21593-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 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 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 38000.00000 38000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1875.00000 15000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 67000.00000 67000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 78000.00000 78000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 1892.600 m2 | 17.80000 33688.28| | PAVEMENT, REMOVE | | | 0006 202-60815 132.900 m | 68.00000 9037.20| | CENTER CURB, REMOVE | | | 0007 202-60820 962.700 m2 | 6.80000 6546.36| | SURFACE MILLING, ASPHALT | | | 0008 202-74045 17.000 EACH| 86.00000 1462.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-74080 2.000 EACH| 2140.00000 4280.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0010 203-02000 2222.000 m3 | 11.75000 26108.50| | EXCAVATION, COMMON | | | 0011 207-07500 4007.100 m2 | 15.20000 60907.92| | SUBGRADE TREATMENT, TYPE C | | | 0012 207-07502 405.400 m2 | 8.80000 3567.52| | SUBGRADE TREATMENT, TYPE D | | | 0013 211-07454 547.300 m3 | 34.60000 18936.58| | STRUCTURE BACKFILL | | | 0014 301-07448 194.300 Mg | 24.70000 4799.21| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 303-01180 398.700 Mg | 24.70000 9847.89| | COMPACTED AGGREGATE, NO. 53 | | | 0016 304-07489 18.930 Mg | 145.00000 2744.85| | HMA PATCHING, TYPE A | | | 0017 304-07490 9.680 Mg | 145.00000 1403.60| | HMA PATCHING, TYPE B | | | 0018 304-07524 231.400 Mg | 65.00000 15041.00| | WIDENING WITH QC/QA-HMA, 3, 64, BASE, | | | 19 mm | | | 0019 305-07468 705.000 m2 | 79.00000 55695.00| | PCC BASE PATCHING, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 101 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,384.27 ROUTE : CALL ORDER : 101 CONTRACT ID : R -21593-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 401-07334 548.560 Mg | 69.00000 37850.64| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0021 401-07403 845.060 Mg | 62.00000 52393.72| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0022 401-07424 2678.000 Mg | 52.00000 139256.00| | QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0023 402-07451 258.740 Mg | 82.00000 21216.68| | HMA, TYPE B, WEDGE AND LEVEL | | | 0024 405-05517 6.980 Mg | 350.00000 2443.00| | ASPHALT FOR PRIME COAT | | | 0025 406-05520 7.420 Mg | 240.00000 1780.80| | ASPHALT FOR TACK COAT | | | 0026 604-06069 131.000 m2 | 72.00000 9432.00| | CURB RAMP, CONCRETE | | | 0027 604-91531 1506.000 m2 | 41.00000 61746.00| | SIDEWALK, CONCRETE, 100 mm | | | 0028 605-06125 160.000 m | 128.00000 20480.00| | CURB, CONCRETE, MODIFIED | | | 0029 605-06155 640.000 m | 42.00000 26880.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0030 605-06245 70.000 m2 | 146.00000 10220.00| | CENTER CURB, B, CONCRETE , MODIFIED | | | 0031 605-06275 91.000 m2 | 89.00000 8099.00| | CENTER CURB, D, CONCRETE, MODIFIED | | | 0032 610-07486 261.890 Mg | 98.00000 25665.22| | HMA FOR APPROACHES, TYPE A | | | 0033 611-05330 469.700 m2 | 42.00000 19727.40| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0034 621-06567 5.600 kL | 1.00000 5.60| | WATER | | | 0035 621-06575 311.000 m2 | 5.50000 1710.50| | SODDING, NURSERY | | | 0036 702-90915 57.800 m3 | 718.00000 41500.40| | CONCRETE, A | | | 0037 703-06028 5934.240 kg | 2.15000 12758.62| | REINFORCING BARS | | | 0038 715-06690 152.000 m | 145.00000 22040.00| | PIPE, RCP, III, D0.3=75, 300 mm | | | 0039 715-07070 12.000 m | 155.00000 1860.00| | PIPE, RCP, IV, D0.3=100, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 101 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,384.27 ROUTE : CALL ORDER : 101 CONTRACT ID : R -21593-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 715-07729 49.000 m | 172.00000 8428.00| | PIPE, RCP, III, DO.3=75, 376 mm | | | 0041 715-07730 73.000 m | 189.00000 13797.00| | PIPE, RCP, III, DO.3=75, 450 mm | | | 0042 715-07731 81.000 m | 204.00000 16524.00| | PIPE, RCP, III, DO.3=75, 600 mm | | | 0043 715-07732 9.000 m | 258.00000 2322.00| | PIPE, RCP, III, DO.3=75, 750 mm | | | 0044 715-93912 16.000 m | 182.00000 2912.00| | WATER MAIN, 150 mm , RELOCATE | | | 0045 720-44000 24.000 EACH| 445.00000 10680.00| | CASTING, ADJUST TO GRADE | | | 0046 720-45145 11.000 EACH| 2430.00000 26730.00| | INLET, J10, MODIFIED | | | 0047 720-45155 8.000 EACH| 2560.00000 20480.00| | INLET, M10, MODIFIED | | | 0048 720-45251 2.000 EACH| 4170.00000 8340.00| | CATCH BASIN, K10, MODIFIED | | | 0049 720-45410 1.000 EACH| 2145.00000 2145.00| | MANHOLE, C4 | | | 0050 720-45415 2.000 EACH| 3285.00000 6570.00| | MANHOLE, D4 | | | 0051 720-94847 2.000 EACH| 2275.00000 4550.00| | INLET, R13, MODIFIED | | | 0052 732-04596 5.000 EACH| 1050.00000 5250.00| | WATER SERVICE LINE, RENEWAL | | | 0053 732-04964 24.000 m | 420.00000 10080.00| | WATER MAIN , 300 mm, RELOCATE | | | 0054 732-04964 4.000 m | 620.00000 2480.00| | WATER MAIN , 500 mm, RELOCATE | | | 0055 732-91742 1.000 EACH| 1765.00000 1765.00| | FIRE HYDRANT , ADJUST TO GRADE | | | 0056 732-91742 2.000 EACH| 2565.00000 5130.00| | FIRE HYDRANT ASSEMBLY, RELOCATE | | | 0057 801-01504 14.000 EACH| 95.00000 1330.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0058 801-02595 1.000 EACH| 460.00000 460.00| | CONTROLLER, RESET TIMING | | | 0059 801-03290 5.000 EACH| 230.00000 1150.00| | CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 101 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,384.27 ROUTE : CALL ORDER : 101 CONTRACT ID : R -21593-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-04308 4.000 EACH| 350.00000 1400.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06203 1675.000 m | 1.00000 1675.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0062 801-06207 2535.000 m | 3.40000 8619.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06625 2.000 EACH| 105.00000 210.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 29.000 EACH| 100.00000 2900.00| | CONSTRUCTION SIGN, A | | | 0065 801-06645 9.000 EACH| 54.00000 486.00| | CONSTRUCTION SIGN, B | | | 0066 801-06710 450.000 DAY | 18.00000 8100.00| | FLASHING ARROW SIGN | | | 0067 801-06775 LUMP| 70000.00000 70000.00| | MAINTAINING TRAFFIC | | | 0068 801-07118 32.400 m | 60.00000 1944.00| | BARRICADE, III-A | | | 0069 801-94295 6.000 EACH| 185.00000 1110.00| | SIGNAL HEAD, RELOCATE | | | 0070 802-05701 52.200 m | 52.00000 2714.40| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0071 802-05702 7.200 m | 38.00000 273.60| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0072 802-07159 1.000 EACH| 2315.00000 2315.00| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0073 802-76025 13.220 m2 | 190.00000 2511.80| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0074 802-76035 13.930 m2 | 170.00000 2368.10| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0075 802-76045 4.880 m2 | 220.00000 1073.60| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0076 802-76135 1.000 EACH| 9235.00000 9235.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 101 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,384.27 ROUTE : CALL ORDER : 101 CONTRACT ID : R -21593-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 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 805-01815 2.000 EACH| 1710.00000 3420.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0078 805-01816 1.000 EACH| 1210.00000 1210.00| | SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0079 805-01842 7.000 EACH| 660.00000 4620.00| | HANDHOLE, SIGNAL | | | 0080 805-01893 LUMP| 4000.00000 4000.00| | MAINTAINING TRAFFIC SIGNAL | | | 0081 805-02073 1.000 EACH| 3200.00000 3200.00| | SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0082 805-02087 LUMP| 900.00000 900.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0083 805-02152 4.000 EACH| 440.00000 1760.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0084 805-02202 1.000 EACH| 680.00000 680.00| | SIGNAL DETECTOR HOUSING, DOUBLE | | | 0085 805-02438 1.000 EACH| 1070.00000 1070.00| | COMMUNICATION TELEMETRY INTERCONNECT | | | INTERFACE PANEL | | | 0086 805-06592 479.200 m | 46.00000 22043.20| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0087 805-78010 1.000 EACH| 815.00000 815.00| | CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0088 805-78100 1.000 EACH| 8235.00000 8235.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0089 805-78190 2.000 EACH| 310.00000 620.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0090 805-78205 6.000 EACH| 540.00000 3240.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0091 805-78215 4.000 EACH| 570.00000 2280.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0092 805-78230 1.000 EACH| 1060.00000 1060.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 101 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,384.27 ROUTE : CALL ORDER : 101 CONTRACT ID : R -21593-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 805-78415 3.000 EACH| 1615.00000 4845.00| | SPAN, CATENARY, AND TETHER | | | 0094 805-78420 3.000 EACH| 305.00000 915.00| | DISCONNECT HANGER | | | 0095 805-78445 2.000 EACH| 440.00000 880.00| | SIGNAL SERVICE | | | 0096 805-78467 7.700 m | 6.20000 47.74| | SIGNAL CABLE, 3C 8GA. | | | 0097 805-78470 1085.600 m | 1.40000 1519.84| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0098 805-78480 255.400 m | 2.20000 561.88| | SIGNAL CABLE, 3C 14GA. | | | 0099 805-78485 488.500 m | 2.80000 1367.80| | SIGNAL CABLE, 5C 14GA. | | | 0100 805-78490 209.200 m | 3.40000 711.28| | SIGNAL CABLE, 7C 14GA. | | | 0101 805-78510 1672.400 m | 2.00000 3344.80| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0102 805-78785 7.000 EACH| 590.00000 4130.00| | SIGNAL DETECTOR HOUSING | | | 0103 805-78795 368.100 m | 28.00000 10306.80| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0104 805-78900 1.000 EACH| 390.00000 390.00| | PEDESTAL FOUNDATION, A | | | 0105 805-78925 1.000 EACH| 690.00000 690.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0106 805-81032 2.000 EACH| 2445.00000 4890.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0107 805-90005 1.000 EACH| 370.00000 370.00| | SIGNAL PEDESTAL, 3.0 m | | | 0108 805-90739 338.700 m | 4.40000 1490.28| | CABEL, COMMUNICATION, 6 PR., IMSA SPEC.,| | | 40 2 (UNDERGROUND) | | | 0109 805-92504 11.000 EACH| 210.00000 2310.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0110 805-95340 2.000 EACH| 165.00000 330.00| | JCT. BOX (TELEPHONE TYPE) FOR 6 PAIR | | | INTERCONNECT CABLE | | | 0111 805-96121 4.000 EACH| 105.00000 420.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0112 808-03002 60.000 m | 38.00000 2280.00| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 101 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,384.27 ROUTE : CALL ORDER : 101 CONTRACT ID : R -21593-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 808-05866 3.500 m2 | 35.00000 122.50| | PAVEMENT MESSAGE MARKING, REMOVE | | | 0114 808-06701 246.000 m | 1.20000 295.20| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0115 808-06703 357.000 m | 1.20000 428.40| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0116 808-06716 206.000 m | 3.20000 659.20| | LINE, REMOVE | | | 0117 808-74815 615.000 m | 6.60000 4059.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300 mm | | | 0118 808-75043 64.000 m | 2.50000 160.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0119 808-75240 24.000 m | 1.20000 28.80| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0120 808-75245 539.000 m | 1.20000 646.80| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0121 808-75297 86.000 m | 14.00000 1204.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0122 808-75300 77.000 m | 2.50000 192.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0123 808-75320 22.000 EACH| 58.00000 1276.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0124 808-75325 8.000 EACH| 68.00000 544.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0125 808-96075 18.000 m | 2.60000 46.80| | LINE, THERMOPLASTIC, BROKEN, WHITE, 150 | | | mm | | | 0126 808-98796 58.000 m | 1.60000 92.80| | LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0127 808-98875 56.000 m | 2.50000 140.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 101 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,107,384.27 ROUTE : CALL ORDER : 101 CONTRACT ID : R -21593-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 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 TOTALS | $ 1,348,039.61| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,348,039.61| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 105 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 3 CALL ORDER : 105 CONTRACT ID : R -24471-A COUNTIES : HENRY LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1643252 C-TECH CORPORATION, INC. $ 74,355.25 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 85,752.00 115.3274% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,652.06 ROUTE : 65 CALL ORDER : 111 CONTRACT ID : R -25543-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3283005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 498,734.80 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 520,500.00 104.3640% 3 35-0626844 RUDOLPH, J.H. & CO $ 594,763.79 119.2545% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 674,401.46 135.2224% ==================================================================================================================================== |(1) 35-1009310 |(2) 35-2040801 |(3) 35-0626844 |DEIG BROTHERS LUMBER & CONST|GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 24000.00000 24000.00| 24970.00000 24970.00| 23000.00000 23000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 935.00000 9350.00| 2000.00000 20000.00| 1550.00000 15500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 24000.00000 24000.00| 25000.00000 25000.00| 29000.00000 29000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9500.00000 9500.00| 10000.00000 10000.00| 16000.00000 16000.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 3572.000 m2 | 2.90000 10358.80| 1.50000 5358.00| 2.00000 7144.00 SURFACE MILLING, ASPHALT | | | 0006 202-74045 4.000 EACH| 35.00000 140.00| 120.00000 480.00| 30.00000 120.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 202-96133 241.000 m | 28.00000 6748.00| 36.00000 8676.00| 31.00000 7471.00 PIPE, REMOVE | | | 0008 203-02000 2057.000 m3 | 12.40000 25506.80| 16.00000 32912.00| 20.00000 41140.00 EXCAVATION, COMMON | | | 0009 205-06931 72.000 Mg | 27.00000 1944.00| 25.00000 1800.00| 38.00000 2736.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06933 9.000 EACH| 95.00000 855.00| 65.00000 585.00| 110.00000 990.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 220.000 m | 6.50000 1430.00| 5.55000 1221.00| 13.50000 2970.00 TEMPORARY SILT FENCE | | | 0012 207-07500 2665.000 m2 | 12.90000 34378.50| 10.00000 26650.00| 16.25000 43306.25 SUBGRADE TREATMENT, TYPE C | | | 0013 211-07454 64.100 m3 | 39.00000 2499.90| 32.00000 2051.20| 38.00000 2435.80 STRUCTURE BACKFILL | | | 0014 301-07448 1636.000 Mg | 21.90000 35828.40| 24.00000 39264.00| 22.00000 35992.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,652.06 ROUTE : 65 CALL ORDER : 111 CONTRACT ID : R -25543-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-2040801 |(3) 35-0626844 |DEIG BROTHERS LUMBER & CONST|GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-07327 556.000 Mg | 53.00000 29468.00| 54.00000 30024.00| 65.00000 36140.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 m | | | 0016 401-07397 908.000 Mg | 46.00000 41768.00| 44.00000 39952.00| 57.00000 51756.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0017 401-07407 1679.000 Mg | 42.00000 70518.00| 40.00000 67160.00| 55.00000 92345.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0018 402-07432 123.000 Mg | 61.00000 7503.00| 60.00000 7380.00| 69.00000 8487.00 HMA SURFACE, TYPE A | | | 0019 402-07440 368.000 Mg | 51.00000 18768.00| 53.00000 19504.00| 55.00000 20240.00 HMA BASE, TYPE A | | | 0020 405-05518 1361.000 m2 | 1.50000 2041.50| 0.85000 1156.85| 1.50000 2041.50 ASPHALT FOR PRIME COAT | | | 0021 406-05520 5.700 Mg | 250.00000 1425.00| 210.00000 1197.00| 215.00000 1225.50 ASPHALT FOR TACK COAT | | | 0022 610-07487 166.500 Mg | 69.00000 11488.50| 60.00000 9990.00| 99.00000 16483.50 HMA FOR APPROACHES, TYPE B | | | 0023 611-06497 5.000 EACH| 110.00000 550.00| 195.00000 975.00| 175.00000 875.00 MAILBOX ASSEMBLY, SINGLE | | | 0024 611-06498 3.000 EACH| 145.00000 435.00| 225.00000 675.00| 210.00000 630.00 MAILBOX ASSEMBLY, DOUBLE | | | 0025 615-06490 22.000 EACH| 95.00000 2090.00| 117.00000 2574.00| 135.00000 2970.00 RIGHT OF WAY MARKER | | | 0026 615-06505 11.000 EACH| 510.00000 5610.00| 490.00000 5390.00| 455.00000 5005.00 MONUMENT, B | | | 0027 616-02320 54.000 m2 | 2.70000 145.80| 1.65000 89.10| 3.50000 189.00 GEOTEXTILES | | | 0028 616-06405 44.000 Mg | 51.00000 2244.00| 32.00000 1408.00| 30.00000 1320.00 RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 600.00000 1200.00| 510.00000 1020.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-02363 542.000 m2 | 0.40000 216.80| 1.85000 1002.70| 0.50000 271.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0031 621-06548 2.000 kg | 60.00000 120.00| 68.00000 136.00| 60.00000 120.00 SEED MIXTURE, CV | | | 0032 621-06559 1084.000 m2 | 0.70000 758.80| 1.15000 1246.60| 0.60000 650.40 MULCHED SEEDING, R | | | 0033 621-06567 49.000 kL | 1.00000 49.00| 1.00000 49.00| 0.01000 0.49 WATER | | | 0034 621-06574 257.000 m2 | 3.80000 976.60| 3.35000 860.95| 4.00000 1028.00 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,652.06 ROUTE : 65 CALL ORDER : 111 CONTRACT ID : R -25543-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-2040801 |(3) 35-0626844 |DEIG BROTHERS LUMBER & CONST|GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06575 2443.000 m2 | 3.80000 9283.40| 3.35000 8184.05| 3.75000 9161.25 SODDING, NURSERY | | | 0036 715-05121 13.500 m | 69.00000 931.50| 150.00000 2025.00| 145.00000 1957.50 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0037 715-05149 89.000 m | 74.00000 6586.00| 140.00000 12460.00| 110.00000 9790.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0038 715-05151 155.000 m | 79.00000 12245.00| 147.00000 22785.00| 115.00000 17825.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0039 715-05169 27.000 m | 63.00000 1701.00| 147.00000 3969.00| 135.00000 3645.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0040 715-05596 8.500 m | 102.00000 867.00| 150.00000 1275.00| 290.00000 2465.00 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0041 715-46005 5.000 EACH| 380.00000 1900.00| 275.00000 1375.00| 300.00000 1500.00 PIPE END SECTION, 375 mm | | | 0042 715-46010 3.000 EACH| 420.00000 1260.00| 480.00000 1440.00| 325.00000 975.00 PIPE END SECTION, 450 mm | | | 0043 720-44000 1.000 EACH| 375.00000 375.00| 249.98000 249.98| 540.00000 540.00 CASTING, ADJUST TO GRADE | | | 0044 720-45030 9.000 EACH| 1860.00000 16740.00| 1800.00000 16200.00| 1075.00000 9675.00 INLET, E7 | | | 0045 801-04308 8.000 EACH| 315.00000 2520.00| 250.00000 2000.00| 190.00000 1520.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06207 3596.000 m | 3.40000 12226.40| 4.00000 14384.00| 3.10000 11147.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0047 801-06625 28.000 EACH| 80.00000 2240.00| 100.00000 2800.00| 66.00000 1848.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 34.000 EACH| 74.00000 2516.00| 85.00000 2890.00| 74.00000 2516.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 7.000 EACH| 54.00000 378.00| 45.00000 315.00| 41.00000 287.00 CONSTRUCTION SIGN, B | | | 0050 801-06710 30.000 DAY | 25.00000 750.00| 22.00000 660.00| 16.00000 480.00 FLASHING ARROW SIGN | | | 0051 801-06775 LUMP| 18000.00000 18000.00| 22000.00000 22000.00| 34500.00000 34500.00 MAINTAINING TRAFFIC | | | 0052 801-07119 96.000 m | 75.00000 7200.00| 45.00000 4320.00| 30.00000 2880.00 BARRICADE, III-B | | | 0053 802-05701 19.800 m | 35.00000 693.00| 39.65000 785.07| 32.50000 643.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0054 802-76025 3.332 m2 | 225.00000 749.70| 214.00000 713.05| 175.00000 583.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 111 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,652.06 ROUTE : 65 CALL ORDER : 111 CONTRACT ID : R -25543-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-2040801 |(3) 35-0626844 |DEIG BROTHERS LUMBER & CONST|GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 807-02428 1.000 EACH| 2675.00000 2675.00| 800.00000 800.00| 1080.00000 1080.00 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0056 807-02603 1.000 EACH| 950.00000 950.00| 1000.00000 1000.00| 1750.00000 1750.00 LIGHT STANDARD, RELOCATE | | | 0057 808-06703 1289.000 m | 1.20000 1546.80| 1.20000 1546.80| 1.30000 1675.70 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0058 808-06716 550.000 m | 3.30000 1815.00| 2.40000 1320.00| 1.90000 1045.00 LINE, REMOVE | | | 0059 808-75245 832.000 m | 1.30000 1081.60| 1.20000 998.40| 1.30000 1081.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0060 808-75297 11.000 m | 21.00000 231.00| 10.75000 118.25| 11.70000 128.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0061 808-75320 4.000 EACH| 60.00000 240.00| 55.00000 220.00| 60.00000 240.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0062 808-75325 3.000 EACH| 70.00000 210.00| 75.00000 225.00| 81.00000 243.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0063 808-75996 42.000 EACH| 12.00000 504.00| 5.00000 210.00| 9.00000 378.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0064 808-75998 52.000 EACH| 101.00000 5252.00| 26.00000 1352.00| 27.00000 1404.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0065 808-92027 240.000 m | 2.70000 648.00| 3.60000 864.00| 3.70000 888.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0066 808-99176 24.000 m | 21.00000 504.00| 10.75000 258.00| 11.60000 278.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 600 | | | mm | | | SECTION TOTALS | $ 498,734.80| $ 520,500.00| $ 594,763.79 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 498,734.80| $ 520,500.00| $ 594,763.79 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 111 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,652.06 ROUTE : 65 CALL ORDER : 111 CONTRACT ID : R -25543-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 29220.75000 29220.75| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2326.19000 23261.90| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 35504.58000 35504.58| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13820.56000 13820.56| | CLEARING RIGHT OF WAY | | | 0005 202-60820 3572.000 m2 | 4.10000 14645.20| | SURFACE MILLING, ASPHALT | | | 0006 202-74045 4.000 EACH| 113.52000 454.08| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 202-96133 241.000 m | 157.13000 37868.33| | PIPE, REMOVE | | | 0008 203-02000 2057.000 m3 | 18.22000 37478.54| | EXCAVATION, COMMON | | | 0009 205-06931 72.000 Mg | 34.75000 2502.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06933 9.000 EACH| 87.50000 787.50| | TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 220.000 m | 6.30000 1386.00| | TEMPORARY SILT FENCE | | | 0012 207-07500 2665.000 m2 | 19.42000 51754.30| | SUBGRADE TREATMENT, TYPE C | | | 0013 211-07454 64.100 m3 | 84.84000 5438.24| | STRUCTURE BACKFILL | | | 0014 301-07448 1636.000 Mg | 27.54000 45055.44| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 401-07327 556.000 Mg | 54.05000 30051.80| | QC/QA-HMA, 2, 70, SURFACE, 9.5 m | | | 0016 401-07397 908.000 Mg | 50.60000 45944.80| | QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0017 401-07407 1679.000 Mg | 42.00000 70518.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0018 402-07432 123.000 Mg | 59.85000 7361.55| | HMA SURFACE, TYPE A | | | 0019 402-07440 368.000 Mg | 48.30000 17774.40| | HMA BASE, TYPE A | | | 0020 405-05518 1361.000 m2 | 1.58000 2150.38| | ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 111 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,652.06 ROUTE : 65 CALL ORDER : 111 CONTRACT ID : R -25543-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05520 5.700 Mg | 252.00000 1436.40| | ASPHALT FOR TACK COAT | | | 0022 610-07487 166.500 Mg | 68.25000 11363.63| | HMA FOR APPROACHES, TYPE B | | | 0023 611-06497 5.000 EACH| 110.25000 551.25| | MAILBOX ASSEMBLY, SINGLE | | | 0024 611-06498 3.000 EACH| 141.75000 425.25| | MAILBOX ASSEMBLY, DOUBLE | | | 0025 615-06490 22.000 EACH| 94.50000 2079.00| | RIGHT OF WAY MARKER | | | 0026 615-06505 11.000 EACH| 618.75000 6806.25| | MONUMENT, B | | | 0027 616-02320 54.000 m2 | 7.79000 420.66| | GEOTEXTILES | | | 0028 616-06405 44.000 Mg | 55.45000 2439.80| | RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 525.00000 1050.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-02363 542.000 m2 | 0.37000 200.54| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0031 621-06548 2.000 kg | 62.18000 124.36| | SEED MIXTURE, CV | | | 0032 621-06559 1084.000 m2 | 0.59000 639.56| | MULCHED SEEDING, R | | | 0033 621-06567 49.000 kL | 0.01000 0.49| | WATER | | | 0034 621-06574 257.000 m2 | 3.68000 945.76| | SODDING | | | 0035 621-06575 2443.000 m2 | 4.73000 11555.39| | SODDING, NURSERY | | | 0036 715-05121 13.500 m | 182.32000 2461.32| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0037 715-05149 89.000 m | 106.36000 9466.04| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0038 715-05151 155.000 m | 107.49000 16660.95| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0039 715-05169 27.000 m | 119.49000 3226.23| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0040 715-05596 8.500 m | 240.71000 2046.04| | PIPE EXTENSION, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 111 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,652.06 ROUTE : 65 CALL ORDER : 111 CONTRACT ID : R -25543-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 715-46005 5.000 EACH| 1964.20000 9821.00| | PIPE END SECTION, 375 mm | | | 0042 715-46010 3.000 EACH| 509.23000 1527.69| | PIPE END SECTION, 450 mm | | | 0043 720-44000 1.000 EACH| 386.19000 386.19| | CASTING, ADJUST TO GRADE | | | 0044 720-45030 9.000 EACH| 1043.17000 9388.53| | INLET, E7 | | | 0045 801-04308 8.000 EACH| 309.75000 2478.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06207 3596.000 m | 4.39000 15786.44| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0047 801-06625 28.000 EACH| 81.90000 2293.20| | DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 34.000 EACH| 73.50000 2499.00| | CONSTRUCTION SIGN, A | | | 0049 801-06645 7.000 EACH| 52.50000 367.50| | CONSTRUCTION SIGN, B | | | 0050 801-06710 30.000 DAY | 21.00000 630.00| | FLASHING ARROW SIGN | | | 0051 801-06775 LUMP| 58496.83000 58496.83| | MAINTAINING TRAFFIC | | | 0052 801-07119 96.000 m | 71.09000 6824.64| | BARRICADE, III-B | | | 0053 802-05701 19.800 m | 34.30000 679.14| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0054 802-76025 3.332 m2 | 224.85000 749.20| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0055 807-02428 1.000 EACH| 1250.00000 1250.00| | LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0056 807-02603 1.000 EACH| 2000.00000 2000.00| | LIGHT STANDARD, RELOCATE | | | 0057 808-06703 1289.000 m | 1.24000 1598.36| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0058 808-06716 550.000 m | 3.15000 1732.50| | LINE, REMOVE | | | 0059 808-75245 832.000 m | 1.24000 1031.68| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 111 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 550,652.06 ROUTE : 65 CALL ORDER : 111 CONTRACT ID : R -25543-A COUNTIES : VANDERBURGH LETTING DATE : 06/17/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-75297 11.000 m | 20.32000 223.52| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0061 808-75320 4.000 EACH| 57.75000 231.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0062 808-75325 3.000 EACH| 68.25000 204.75| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0063 808-75996 42.000 EACH| 22.85000 959.70| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0064 808-75998 52.000 EACH| 101.17000 5260.84| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0065 808-92027 240.000 m | 2.57000 616.80| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0066 808-99176 24.000 m | 20.32000 487.68| | LINE, THERMOPLASTIC, SOLID, YELLOW, 600 | | | mm | | | SECTION TOTALS | $ 674,401.46| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 674,401.46| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 115,849.84 ROUTE : US 52 CALL ORDER : 141 CONTRACT ID : R -26732-A COUNTIES : SHELBY LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/06/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0822014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 120,120.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 120,335.80 100.1796% 3 35-1673827 HENDERSON, H.E., INC. $ 155,273.63 129.2654% 4 35-1568035 HOLMAN EXCAVATING $ 181,745.45 151.3032% 5 35-1315965 FOX CONTRACTORS CORP. $ 208,117.97 173.2583% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1817574 |(3) 35-1673827 |RIETH RILEY CONSTRUCTION |YARDBERRY LANDSCAPE |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 4000.00000 4000.00| 3800.00000 3800.00| 6255.60000 6255.60 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2750.00000 8250.00| 2000.00000 6000.00| 2341.28000 7023.84 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 11494.85000 11494.85| 5500.00000 5500.00| 17814.00000 17814.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4400.00000 4400.00| 2500.00000 2500.00| 3889.60000 3889.60 CLEARING RIGHT OF WAY | | | 0005 202-02241 94.900 m | 13.00000 1233.70| 15.00000 1423.50| 9.95000 944.26 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 4500.00000 4500.00| 5000.00000 5000.00| 2239.80000 2239.80 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 203-02000 462.000 m3 | 32.00000 14784.00| 45.00000 20790.00| 25.77000 11905.74 EXCAVATION, COMMON | | | 0008 205-06933 2.000 EACH| 75.00000 150.00| 150.00000 300.00| 63.00000 126.00 TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 258.000 m | 6.00000 1548.00| 3.50000 903.00| 5.83000 1504.14 TEMPORARY SILT FENCE | | | 0010 213-52830 16.400 m3 | 175.00000 2870.00| 260.00000 4264.00| 224.32000 3678.85 FLOWABLE MORTAR | | | 0011 301-07448 437.600 Mg | 26.00000 11377.60| 26.00000 11377.60| 27.24000 11920.22 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 402-07440 101.000 Mg | 57.50000 5807.50| 85.00000 8585.00| 140.94000 14234.94 HMA BASE, TYPE A | | | 0013 404-05511 473.000 m2 | 3.50000 1655.50| 0.70000 331.10| 12.39000 5860.47 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 115,849.84 ROUTE : US 52 CALL ORDER : 141 CONTRACT ID : R -26732-A COUNTIES : SHELBY LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1817574 |(3) 35-1673827 |RIETH RILEY CONSTRUCTION |YARDBERRY LANDSCAPE |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 404-05514 46.000 m2 | 27.00000 1242.00| 1.00000 46.00| 15.75000 724.50 SEAL COAT, 5 | | | 0015 405-05518 1031.000 m2 | 0.85000 876.35| 0.50000 515.50| 2.10000 2165.10 ASPHALT FOR PRIME COAT | | | 0016 406-05521 742.000 m2 | 0.50000 371.00| 0.60000 445.20| 0.16000 118.72 ASPHALT FOR TACK COAT | | | 0017 610-07486 152.900 Mg | 80.00000 12232.00| 90.00000 13761.00| 166.16000 25405.86 HMA FOR APPROACHES, TYPE A | | | 0018 611-06497 1.000 EACH| 275.00000 275.00| 275.00000 275.00| 236.25000 236.25 MAILBOX ASSEMBLY, SINGLE | | | 0019 611-06498 2.000 EACH| 315.00000 630.00| 300.00000 600.00| 267.75000 535.50 MAILBOX ASSEMBLY, DOUBLE | | | 0020 615-06490 14.000 EACH| 130.00000 1820.00| 185.00000 2590.00| 121.80000 1705.20 RIGHT OF WAY MARKER | | | 0021 616-02320 27.000 m2 | 5.00000 135.00| 3.75000 101.25| 3.66000 98.82 GEOTEXTILES | | | 0022 616-06405 14.400 Mg | 55.00000 792.00| 48.00000 691.20| 38.88000 559.87 RIPRAP, REVETMENT | | | 0023 621-06567 11.100 kL | 1.00000 11.10| 10.00000 111.00| 0.55000 6.11 WATER | | | 0024 621-06575 618.100 m2 | 4.50000 2781.45| 4.50000 2781.45| 4.73000 2923.61 SODDING, NURSERY | | | 0025 621-52448 4.000 EACH| 35.00000 140.00| 45.00000 180.00| 25.20000 100.80 SIGN, DO NOT SPRAY | | | 0026 622-98200 4.000 EACH| 35.00000 140.00| 45.00000 180.00| 25.20000 100.80 SIGN, DO NOT DISTURB | | | 0027 715-05048 30.000 m | 35.00000 1050.00| 60.00000 1800.00| 33.09000 992.70 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0028 715-05049 30.000 m | 40.00000 1200.00| 66.00000 1980.00| 35.41000 1062.30 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0029 715-05051 30.000 m | 50.00000 1500.00| 70.00000 2100.00| 38.83000 1164.90 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0030 715-05123 20.000 m | 150.00000 3000.00| 125.00000 2500.00| 117.44000 2348.80 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0031 715-46020 2.000 EACH| 380.00000 760.00| 320.00000 640.00| 234.58000 469.16 PIPE END SECTION, 600 mm | | | 0032 720-44296 1.000 EACH| 640.00000 640.00| 1500.00000 1500.00| 269.40000 269.40 CAP INLET | | | 0033 720-45040 2.000 EACH| 1700.00000 3400.00| 2948.00000 5896.00| 1750.60000 3501.20 INLET, G7 | | | 0034 801-06207 1020.000 m | 3.60000 3672.00| 3.35000 3417.00| 3.05000 3111.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 115,849.84 ROUTE : US 52 CALL ORDER : 141 CONTRACT ID : R -26732-A COUNTIES : SHELBY LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1817574 |(3) 35-1673827 |RIETH RILEY CONSTRUCTION |YARDBERRY LANDSCAPE |HENDERSON, H.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-06640 4.000 EACH| 90.00000 360.00| 90.00000 360.00| 78.75000 315.00 CONSTRUCTION SIGN, A | | | 0036 801-06645 2.000 EACH| 30.00000 60.00| 40.00000 80.00| 26.25000 52.50 CONSTRUCTION SIGN, B | | | 0037 801-06775 LUMP| 8000.00000 8000.00| 3500.00000 3500.00| 17373.60000 17373.60 MAINTAINING TRAFFIC | | | 0038 802-76055 25.800 m | 24.00000 619.20| 40.00000 1032.00| 20.21000 521.42 SIGN POST, A | | | 0039 802-96915 LUMP| 930.00000 930.00| 1000.00000 1000.00| 787.50000 787.50 SIGN, RELOCATE | | | 0040 808-06716 340.000 m | 1.75000 595.00| 2.00000 680.00| 1.58000 537.20 LINE, REMOVE | | | 0041 808-75215 285.000 m | 2.30000 655.50| 2.20000 627.00| 1.94000 552.90 LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0042 808-75240 43.000 m | 3.75000 161.25| 4.00000 172.00| 3.15000 135.45 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 120,120.00| $ 120,335.80| $ 155,273.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 120,120.00| $ 120,335.80| $ 155,273.63 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 141 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 115,849.84 ROUTE : US 52 CALL ORDER : 141 CONTRACT ID : R -26732-A COUNTIES : SHELBY LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1568035 |(5) 35-1315965 | |HOLMAN EXCAVATING |FOX CONTRACTORS CORP. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 30020.00000 30020.00| 4058.00000 4058.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1218.33000 3654.99| 2612.00000 7836.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 16785.00000 16785.00| 26375.00000 26375.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1520.00000 1520.00| 9760.00000 9760.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 94.900 m | 26.35000 2500.62| 32.26000 3061.47| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 4275.00000 4275.00| 8690.00000 8690.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 203-02000 462.000 m3 | 24.94000 11522.28| 49.83000 23021.46| EXCAVATION, COMMON | | | 0008 205-06933 2.000 EACH| 300.00000 600.00| 88.76000 177.52| TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 258.000 m | 5.00000 1290.00| 6.78000 1749.24| TEMPORARY SILT FENCE | | | 0010 213-52830 16.400 m3 | 213.41000 3499.92| 476.28000 7810.99| FLOWABLE MORTAR | | | 0011 301-07448 437.600 Mg | 28.75000 12581.00| 31.70000 13871.92| COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 402-07440 101.000 Mg | 19.50000 1969.50| 164.84000 16648.84| HMA BASE, TYPE A | | | 0013 404-05511 473.000 m2 | 11.50000 5439.50| 12.68000 5997.64| SEAL COAT, 2 | | | 0014 404-05514 46.000 m2 | 17.25000 793.50| 19.02000 874.92| SEAL COAT, 5 | | | 0015 405-05518 1031.000 m2 | 2.30000 2371.30| 2.54000 2618.74| ASPHALT FOR PRIME COAT | | | 0016 406-05521 742.000 m2 | 0.17000 126.14| 0.19000 140.98| ASPHALT FOR TACK COAT | | | 0017 610-07486 152.900 Mg | 166.75000 25496.08| 183.86000 28112.19| HMA FOR APPROACHES, TYPE A | | | 0018 611-06497 1.000 EACH| 207.00000 207.00| 228.24000 228.24| MAILBOX ASSEMBLY, SINGLE | | | 0019 611-06498 2.000 EACH| 241.50000 483.00| 266.28000 532.56| MAILBOX ASSEMBLY, DOUBLE | | | 0020 615-06490 14.000 EACH| 184.00000 2576.00| 202.88000 2840.32| RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 141 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 115,849.84 ROUTE : US 52 CALL ORDER : 141 CONTRACT ID : R -26732-A COUNTIES : SHELBY LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1568035 |(5) 35-1315965 | |HOLMAN EXCAVATING |FOX CONTRACTORS CORP. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 616-02320 27.000 m2 | 5.00000 135.00| 11.45000 309.15| GEOTEXTILES | | | 0022 616-06405 14.400 Mg | 40.00000 576.00| 94.17000 1356.05| RIPRAP, REVETMENT | | | 0023 621-06567 11.100 kL | 10.00000 111.00| 1.27000 14.10| WATER | | | 0024 621-06575 618.100 m2 | 4.50000 2781.45| 4.95000 3059.60| SODDING, NURSERY | | | 0025 621-52448 4.000 EACH| 34.00000 136.00| 36.77000 147.08| SIGN, DO NOT SPRAY | | | 0026 622-98200 4.000 EACH| 34.00000 136.00| 36.77000 147.08| SIGN, DO NOT DISTURB | | | 0027 715-05048 30.000 m | 25.00000 750.00| 44.69000 1340.70| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0028 715-05049 30.000 m | 266.67000 8000.10| 45.47000 1364.10| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0029 715-05051 30.000 m | 60.00000 1800.00| 46.74000 1402.20| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0030 715-05123 20.000 m | 400.00000 8000.00| 461.47000 9229.40| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0031 715-46020 2.000 EACH| 1000.00000 2000.00| 1476.37000 2952.74| PIPE END SECTION, 600 mm | | | 0032 720-44296 1.000 EACH| 1000.00000 1000.00| 365.00000 365.00| CAP INLET | | | 0033 720-45040 2.000 EACH| 2421.25000 4842.50| 5277.84000 10555.68| INLET, G7 | | | 0034 801-06207 1020.000 m | 3.43000 3498.60| 3.93000 4008.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0035 801-06640 4.000 EACH| 162.50000 650.00| 158.50000 634.00| CONSTRUCTION SIGN, A | | | 0036 801-06645 2.000 EACH| 209.50000 419.00| 38.04000 76.08| CONSTRUCTION SIGN, B | | | 0037 801-06775 LUMP| 16000.00000 16000.00| 2695.00000 2695.00| MAINTAINING TRAFFIC | | | 0038 802-76055 25.800 m | 22.14000 571.21| 107.78000 2780.72| SIGN POST, A | | | 0039 802-96915 LUMP| 862.50000 862.50| 190.20000 190.20| SIGN, RELOCATE | | | 0040 808-06716 340.000 m | 1.89000 642.60| 2.54000 863.60| LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 141 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 115,849.84 ROUTE : US 52 CALL ORDER : 141 CONTRACT ID : R -26732-A COUNTIES : SHELBY LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1568035 |(5) 35-1315965 | |HOLMAN EXCAVATING |FOX CONTRACTORS CORP. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 808-75215 285.000 m | 3.74000 1065.90| 0.01000 2.85| LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0042 808-75240 43.000 m | 1.32000 56.76| 5.07000 218.01| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 181,745.45| $ 208,117.97| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 181,745.45| $ 208,117.97| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 143 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 308,829.86 ROUTE : STATE ROAD 16 CALL ORDER : 143 CONTRACT ID : R -26733-A COUNTIES : NEWTON LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/26/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 385600I SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 283,155.32 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 294,186.40 103.8957% 3 35-1068009 DYER CONSTRUCTION CO $ 297,172.95 104.9505% 4 35-1523985 WIRTZ & YATES, INC. $ 312,918.96 110.5114% 5 18-6227744 LUDWIG, R.H. CONSTRUCTION $ 360,683.16 127.3799% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1386990 |(3) 35-1068009 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 7000.00000 7000.00| 5500.00000 5500.00| 6907.70000 6907.70 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1800.00000 16200.00| 1800.00000 16200.00| 1726.93000 15542.37 FIELD OFFICE, B | | | 0003 201-52370 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 2625.00000 2625.00 CLEARING RIGHT OF WAY | | | 0004 202-01000 LUMP| 10000.00000 10000.00| 13000.00000 13000.00| 40400.00000 40400.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0005 202-60820 1302.000 m2 | 3.50000 4557.00| 2.20000 2864.40| 1.57000 2044.14 SURFACE MILLING, ASPHALT | | | 0006 203-02000 685.000 m3 | 21.00000 14385.00| 9.00000 6165.00| 8.29000 5678.65 EXCAVATION, COMMON | | | 0007 203-02070 515.000 m3 | 23.00000 11845.00| 11.00000 5665.00| 12.28000 6324.20 BORROW | | | 0008 205-06932 20.000 m | 42.00000 840.00| 12.00000 240.00| 43.79000 875.80 TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06937 490.000 m | 5.10000 2499.00| 8.00000 3920.00| 5.23000 2562.70 TEMPORARY SILT FENCE | | | 0010 207-07500 512.000 m2 | 13.00000 6656.00| 8.90000 4556.80| 13.23000 6773.76 SUBGRADE TREATMENT, TYPE C | | | 0011 211-07454 105.000 m3 | 31.00000 3255.00| 22.00000 2310.00| 33.43000 3510.15 STRUCTURE BACKFILL | | | 0012 213-52830 45.000 m3 | 80.00000 3600.00| 215.00000 9675.00| 102.41000 4608.45 FLOWABLE MORTAR | | | 0013 303-01180 1310.000 Mg | 15.00000 19650.00| 15.50000 20305.00| 13.20000 17292.00 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 143 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 308,829.86 ROUTE : STATE ROAD 16 CALL ORDER : 143 CONTRACT ID : R -26733-A COUNTIES : NEWTON LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1386990 |(3) 35-1068009 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-07433 170.000 Mg | 84.00000 14280.00| 89.00000 15130.00| 87.92000 14946.40 HMA SURFACE, TYPE B | | | 0015 402-07438 237.000 Mg | 72.00000 17064.00| 77.00000 18249.00| 75.36000 17860.32 HMA INTERMEDIATE, TYPE B | | | 0016 402-07441 285.000 Mg | 81.00000 23085.00| 85.00000 24225.00| 84.78000 24162.30 HMA BASE, TYPE B | | | 0017 404-05511 661.000 m2 | 6.00000 3966.00| 7.25000 4792.25| 6.28000 4151.08 SEAL COAT, 2 | | | 0018 404-05514 1734.000 m2 | 5.00000 8670.00| 6.50000 11271.00| 5.23000 9068.82 SEAL COAT, 5 | | | 0019 405-05517 0.600 Mg | 600.00000 360.00| 700.00000 420.00| 627.97000 376.78 ASPHALT FOR PRIME COAT | | | 0020 406-05520 0.300 Mg | 400.00000 120.00| 525.00000 157.50| 418.63000 125.59 ASPHALT FOR TACK COAT | | | 0021 601-06854 2.000 EACH| 1750.00000 3500.00| 1950.00000 3900.00| 1805.43000 3610.86 GUARDRAIL, W-BEAM, NESTED | | | 0022 601-94689 4.000 EACH| 1725.00000 6900.00| 1900.00000 7600.00| 1784.49000 7137.96 GUARDRAIL END TREATMENT, OS | | | 0023 601-97774 1.000 EACH| 1025.00000 1025.00| 1300.00000 1300.00| 1046.62000 1046.62 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0024 601-99105 87.630 m | 30.50000 2672.72| 35.00000 3067.05| 30.35000 2659.57 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 615-06490 13.000 EACH| 102.00000 1326.00| 115.00000 1495.00| 103.62000 1347.06 RIGHT OF WAY MARKER | | | 0026 615-06505 4.000 EACH| 485.00000 1940.00| 700.00000 2800.00| 497.15000 1988.60 MONUMENT, B | | | 0027 615-06530 1.000 EACH| 590.00000 590.00| 890.00000 890.00| 607.04000 607.04 POST, BENCHMARK | | | 0028 616-02320 328.000 m2 | 1.30000 426.40| 5.00000 1640.00| 1.85000 606.80 GEOTEXTILES | | | 0029 616-06405 247.000 Mg | 28.00000 6916.00| 20.00000 4940.00| 20.24000 4999.28 RIPRAP, REVETMENT | | | 0030 621-06559 1199.000 m2 | 1.90000 2278.10| 0.85000 1019.15| 1.95000 2338.05 MULCHED SEEDING, R | | | 0031 702-94656 21.000 m3 | 400.00000 8400.00| 513.00000 10773.00| 732.64000 15385.44 CONCRETE, B | | | 0032 714-06660 22.000 m2 | 500.00000 11000.00| 1200.00000 26400.00| 787.96000 17335.12 WINGWALL | | | 0033 714-07112 15.000 m | 3000.00000 45000.00| 3000.00000 45000.00| 2706.46000 40596.90 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 143 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 308,829.86 ROUTE : STATE ROAD 16 CALL ORDER : 143 CONTRACT ID : R -26733-A COUNTIES : NEWTON LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1386990 |(3) 35-1068009 |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-96273 LUMP| 4330.00000 4330.00| 500.00000 500.00| 5.23000 5.23 HEADWALL, RECONSTRUCT | | | 0035 801-04308 8.000 EACH| 137.00000 1096.00| 195.00000 1560.00| 102.57000 820.56 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06625 62.000 EACH| 47.00000 2914.00| 90.00000 5580.00| 53.38000 3309.56 DETOUR ROUTE MARKER ASSEMBLY | | | 0037 801-06640 32.000 EACH| 72.00000 2304.00| 105.00000 3360.00| 74.31000 2377.92 CONSTRUCTION SIGN, A | | | 0038 801-06645 8.000 EACH| 26.00000 208.00| 62.00000 496.00| 25.12000 200.96 CONSTRUCTION SIGN, B | | | 0039 801-06775 LUMP| 5300.00000 5300.00| 2500.00000 2500.00| 2616.55000 2616.55 MAINTAINING TRAFFIC | | | 0040 801-07118 43.200 m | 11.50000 496.80| 18.50000 799.20| 18.06000 780.19 BARRICADE, III-A | | | 0041 801-07119 28.800 m | 13.50000 388.80| 21.00000 604.80| 19.86000 571.97 BARRICADE, III-B | | | 0042 808-06703 520.000 m | 1.90000 988.00| 2.25000 1170.00| 1.70000 884.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0043 808-75240 65.000 m | 1.90000 123.50| 2.25000 146.25| 1.70000 110.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 283,155.32| $ 294,186.40| $ 297,172.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 283,155.32| $ 294,186.40| $ 297,172.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 143 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 308,829.86 ROUTE : STATE ROAD 16 CALL ORDER : 143 CONTRACT ID : R -26733-A COUNTIES : NEWTON LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 18-6227744 | |WIRTZ & YATES, INC. |LUDWIG, R.H. CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 8000.00000 8000.00| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2000.00000 18000.00| 2000.00000 18000.00| FIELD OFFICE, B | | | 0003 201-52370 LUMP| 4000.00000 4000.00| 1500.00000 1500.00| CLEARING RIGHT OF WAY | | | 0004 202-01000 LUMP| 4000.00000 4000.00| 20000.00000 20000.00| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0005 202-60820 1302.000 m2 | 3.00000 3906.00| 5.00000 6510.00| SURFACE MILLING, ASPHALT | | | 0006 203-02000 685.000 m3 | 8.75000 5993.75| 6.00000 4110.00| EXCAVATION, COMMON | | | 0007 203-02070 515.000 m3 | 18.30000 9424.50| 7.00000 3605.00| BORROW | | | 0008 205-06932 20.000 m | 50.00000 1000.00| 50.00000 1000.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06937 490.000 m | 7.00000 3430.00| 6.00000 2940.00| TEMPORARY SILT FENCE | | | 0010 207-07500 512.000 m2 | 5.98000 3061.76| 3.00000 1536.00| SUBGRADE TREATMENT, TYPE C | | | 0011 211-07454 105.000 m3 | 33.92000 3561.60| 59.00000 6195.00| STRUCTURE BACKFILL | | | 0012 213-52830 45.000 m3 | 157.00000 7065.00| 200.00000 9000.00| FLOWABLE MORTAR | | | 0013 303-01180 1310.000 Mg | 19.80000 25938.00| 30.00000 39300.00| COMPACTED AGGREGATE, NO. 53 | | | 0014 402-07433 170.000 Mg | 92.40000 15708.00| 90.00000 15300.00| HMA SURFACE, TYPE B | | | 0015 402-07438 237.000 Mg | 79.20000 18770.40| 90.00000 21330.00| HMA INTERMEDIATE, TYPE B | | | 0016 402-07441 285.000 Mg | 89.10000 25393.50| 90.00000 25650.00| HMA BASE, TYPE B | | | 0017 404-05511 661.000 m2 | 5.75000 3800.75| 8.00000 5288.00| SEAL COAT, 2 | | | 0018 404-05514 1734.000 m2 | 5.50000 9537.00| 7.00000 12138.00| SEAL COAT, 5 | | | 0019 405-05517 0.600 Mg | 670.00000 402.00| 1000.00000 600.00| ASPHALT FOR PRIME COAT | | | 0020 406-05520 0.300 Mg | 460.00000 138.00| 1000.00000 300.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 143 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 308,829.86 ROUTE : STATE ROAD 16 CALL ORDER : 143 CONTRACT ID : R -26733-A COUNTIES : NEWTON LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 18-6227744 | |WIRTZ & YATES, INC. |LUDWIG, R.H. CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-06854 2.000 EACH| 1900.00000 3800.00| 2000.00000 4000.00| GUARDRAIL, W-BEAM, NESTED | | | 0022 601-94689 4.000 EACH| 1875.50000 7502.00| 2300.00000 9200.00| GUARDRAIL END TREATMENT, OS | | | 0023 601-97774 1.000 EACH| 1200.00000 1200.00| 1000.00000 1000.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0024 601-99105 87.630 m | 32.48000 2846.22| 32.00000 2804.16| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 615-06490 13.000 EACH| 130.00000 1690.00| 300.00000 3900.00| RIGHT OF WAY MARKER | | | 0026 615-06505 4.000 EACH| 650.00000 2600.00| 475.00000 1900.00| MONUMENT, B | | | 0027 615-06530 1.000 EACH| 700.00000 700.00| 580.00000 580.00| POST, BENCHMARK | | | 0028 616-02320 328.000 m2 | 4.78000 1567.84| 10.00000 3280.00| GEOTEXTILES | | | 0029 616-06405 247.000 Mg | 30.72000 7587.84| 40.00000 9880.00| RIPRAP, REVETMENT | | | 0030 621-06559 1199.000 m2 | 2.08000 2493.92| 3.00000 3597.00| MULCHED SEEDING, R | | | 0031 702-94656 21.000 m3 | 385.71000 8099.91| 300.00000 6300.00| CONCRETE, B | | | 0032 714-06660 22.000 m2 | 1645.46000 36200.12| 1400.00000 30800.00| WINGWALL | | | 0033 714-07112 15.000 m | 3363.04000 50445.60| 4526.00000 67890.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 1200 mm | | | 0034 715-96273 LUMP| 700.00000 700.00| 1000.00000 1000.00| HEADWALL, RECONSTRUCT | | | 0035 801-04308 8.000 EACH| 200.00000 1600.00| 150.00000 1200.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06625 62.000 EACH| 70.00000 4340.00| 100.00000 6200.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0037 801-06640 32.000 EACH| 90.00000 2880.00| 100.00000 3200.00| CONSTRUCTION SIGN, A | | | 0038 801-06645 8.000 EACH| 40.00000 320.00| 50.00000 400.00| CONSTRUCTION SIGN, B | | | 0039 801-06775 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| MAINTAINING TRAFFIC | | | 0040 801-07118 43.200 m | 20.00000 864.00| 15.00000 648.00| BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 143 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 308,829.86 ROUTE : STATE ROAD 16 CALL ORDER : 143 CONTRACT ID : R -26733-A COUNTIES : NEWTON LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 18-6227744 | |WIRTZ & YATES, INC. |LUDWIG, R.H. CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-07119 28.800 m | 40.00000 1152.00| 15.00000 432.00| BARRICADE, III-B | | | 0042 808-06703 520.000 m | 2.05000 1066.00| 2.00000 1040.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0043 808-75240 65.000 m | 2.05000 133.25| 2.00000 130.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 312,918.96| $ 360,683.16| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 312,918.96| $ 360,683.16| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 153 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,190,772.94 ROUTE : 6 CALL ORDER : 153 CONTRACT ID : R -26740-A COUNTIES : LAPORTE LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2124008 2124008 2124008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 964,258.30 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 973,965.90 101.0067% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,009,844.33 104.7275% 4 35-1120685 WALSH & KELLY, INC. $ 1,088,252.99 112.8590% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1582109 |(3) 35-0918397 |E & B PAVING, INC. |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 19667.00000 19667.00| 9608.78000 9608.78| 16500.00000 16500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1782.00000 10692.00| 2560.03000 15360.18| 2425.00000 14550.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 48212.91000 48212.91| 25159.51000 25159.51| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4821.29000 4821.29| 2540.90000 2540.90| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 202-01502 5.000 EACH| 229.50000 1147.50| 225.00000 1125.00| 234.00000 1170.00 LIGHT STANDARD, REMOVE | | | 0006 202-02240 3358.000 m2 | 10.67000 35829.86| 10.95000 36770.10| 19.00000 63802.00 PAVEMENT, REMOVE | | | 0007 202-02265 1.000 EACH| 2190.26000 2190.26| 1355.15000 1355.15| 878.80000 878.80 TREE, 1220 mm, REMOVE | | | 0008 202-02270 1.000 EACH| 2585.11000 2585.11| 1693.92000 1693.92| 1144.00000 1144.00 TREE, 1520 mm, REMOVE | | | 0009 202-02271 2.000 EACH| 277.55000 555.10| 190.40000 380.80| 290.00000 580.00 HEADWALL, REMOVE | | | 0010 202-60820 576.000 m2 | 2.55000 1468.80| 1.25000 720.00| 4.75000 2736.00 SURFACE MILLING, ASPHALT | | | 0011 202-78515 LUMP| 1020.00000 1020.00| 1000.00000 1000.00| 1040.00000 1040.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91840 220.000 m | 10.50000 2310.00| 17.00000 3740.00| 17.68000 3889.60 FENCE, CHAIN LINK, REMOVE | | | 0013 202-96133 16.600 m | 97.91000 1625.31| 10.46000 173.64| 31.50000 522.90 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 153 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,190,772.94 ROUTE : 6 CALL ORDER : 153 CONTRACT ID : R -26740-A COUNTIES : LAPORTE LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1582109 |(3) 35-0918397 |E & B PAVING, INC. |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02000 4830.000 m3 | 7.37000 35597.10| 9.60000 46368.00| 8.75000 42262.50 EXCAVATION, COMMON | | | 0015 205-06931 6.900 Mg | 68.39000 471.89| 42.61000 294.01| 139.00000 959.10 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06937 1550.000 m | 4.71000 7300.50| 4.62000 7161.00| 4.80000 7440.00 TEMPORARY SILT FENCE | | | 0017 207-07498 10607.000 m2 | 3.42000 36275.94| 5.90000 62581.30| 3.88000 41155.16 SUBGRADE TREATMENT, TYPE A | | | 0018 211-02060 40.000 m3 | 59.41000 2376.40| 15.82000 632.80| 107.00000 4280.00 B BORROW FOR STRUCTURE BACKFILL | | | 0019 303-04075 58.000 Mg | 27.71000 1607.18| 18.67000 1082.86| 30.00000 1740.00 COMPACTED AGGREGATE, O, 73 | | | 0020 303-52308 1031.000 Mg | 16.88000 17403.28| 17.35000 17887.85| 18.65000 19228.15 COMPACTED AGGREGATE, O, 53 | | | 0021 304-04403 2004.000 m3 | 27.94000 55991.76| 39.86000 79879.44| 34.50000 69138.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0022 402-07433 69.100 Mg | 120.00000 8292.00| 48.08000 3322.33| 68.65000 4743.72 HMA SURFACE, TYPE B | | | 0023 402-07440 52.000 Mg | 120.00000 6240.00| 50.00000 2600.00| 74.00000 3848.00 HMA BASE, TYPE A | | | 0024 405-05518 193.000 m2 | 3.00000 579.00| 0.49000 94.57| 4.75000 916.75 ASPHALT FOR PRIME COAT | | | 0025 406-05520 0.210 Mg | 200.00000 42.00| 270.43000 56.79| 618.50000 129.89 ASPHALT FOR TACK COAT | | | 0027 503-05240 1965.000 m | 25.48000 50068.20| 21.36000 41972.40| 24.00000 47160.00 D-1 CONTRACTION JOINT | | | 0028 603-01932 189.000 m | 24.85000 4696.65| 43.00000 8127.00| 44.72000 8452.08 FENCE, CHAIN LINK, 2420 mm | | | 0029 615-06490 24.000 EACH| 132.60000 3182.40| 130.00000 3120.00| 135.20000 3244.80 RIGHT OF WAY MARKER | | | 0030 615-06515 7.000 EACH| 112.20000 785.40| 110.00000 770.00| 114.40000 800.80 MONUMENT, D | | | 0031 615-06527 1.000 EACH| 326.40000 326.40| 320.00000 320.00| 332.80000 332.80 MONUMENT, SECTION CORNER | | | 0032 621-01004 1.000 EACH| 765.00000 765.00| 750.00000 750.00| 780.00000 780.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 0.800 Mg | 694.62000 555.70| 681.00000 544.80| 708.24000 566.59 FERTILIZER | | | 0034 621-06548 1.300 kg | 56.10000 72.93| 55.00000 71.50| 57.20000 74.36 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 153 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,190,772.94 ROUTE : 6 CALL ORDER : 153 CONTRACT ID : R -26740-A COUNTIES : LAPORTE LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1582109 |(3) 35-0918397 |E & B PAVING, INC. |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06553 144.000 kg | 7.31000 1052.64| 7.17000 1032.48| 7.46000 1074.24 SEED MIXTURE, R | | | 0036 621-06557 61.000 kg | 17.46000 1065.06| 17.12000 1044.32| 17.80000 1085.80 SEED MIXTURE, T | | | 0037 621-06565 5.100 Mg | 530.40000 2705.04| 520.00000 2652.00| 540.80000 2758.08 MULCHING MATERIAL | | | 0038 621-06567 5.460 kL | 0.56000 3.06| 0.55000 3.00| 0.57000 3.11 WATER | | | 0039 621-06574 304.000 m2 | 11.22000 3410.88| 11.00000 3344.00| 11.44000 3477.76 SODDING | | | 0040 621-52448 2.000 EACH| 25.50000 51.00| 25.00000 50.00| 26.00000 52.00 SIGN, DO NOT SPRAY | | | 0041 715-05048 1314.500 m | 9.02000 11856.79| 20.41000 26828.95| 8.25000 10844.63 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0042 715-05053 151.300 m | 32.64000 4938.43| 23.12000 3498.06| 63.25000 9569.73 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0043 715-05119 24.000 m | 134.31000 3223.44| 102.82000 2467.68| 84.50000 2028.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0044 715-05169 13.500 m | 134.82000 1820.07| 136.93000 1848.56| 142.00000 1917.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0045 715-46005 4.000 EACH| 272.99000 1091.96| 258.06000 1032.24| 375.00000 1500.00 PIPE END SECTION, 375 mm | | | 0046 718-06528 6.000 EACH| 612.00000 3672.00| 358.89000 2153.34| 700.00000 4200.00 OUTLET PROTECTOR, 1 | | | 0047 718-06531 4.000 EACH| 535.50000 2142.00| 314.96000 1259.84| 600.00000 2400.00 OUTLET PROTECTOR, 3 | | | 0048 718-06532 1465.800 m | 3.06000 4485.35| 3.00000 4397.40| 3.47000 5086.33 VIDEO INSPECTION FOR UNDERDRAINS | | | 0049 718-52610 233.000 m3 | 46.92000 10932.36| 66.38000 15466.54| 41.00000 9553.00 AGGREGATE FOR UNDERDRAINS | | | 0050 718-99153 3484.000 m2 | 0.87000 3031.08| 1.86000 6480.24| 0.55000 1916.20 GEOTEXTILES FOR UNDERDRAIN | | | 0051 801-04308 6.000 EACH| 130.56000 783.36| 120.00000 720.00| 124.80000 748.80 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06625 49.000 EACH| 55.08000 2698.92| 70.00000 3430.00| 72.80000 3567.20 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 18.000 EACH| 77.52000 1395.36| 70.00000 1260.00| 72.80000 1310.40 CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP| 10052.98000 10052.98| 250.00000 250.00| 13850.00000 13850.00 MAINTAINING TRAFFIC | | | 0055 801-07119 21.600 m | 30.84000 666.14| 33.00000 712.80| 34.32000 741.31 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 153 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,190,772.94 ROUTE : 6 CALL ORDER : 153 CONTRACT ID : R -26740-A COUNTIES : LAPORTE LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1582109 |(3) 35-0918397 |E & B PAVING, INC. |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 802-05701 50.100 m | 25.59000 1282.06| 25.09000 1257.01| 26.09000 1307.11 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0057 802-05702 81.600 m | 26.27000 2143.63| 25.75000 2101.20| 26.78000 2185.25 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0058 802-76025 12.470 m2 | 98.82000 1232.29| 96.88000 1208.09| 100.75000 1256.35 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0059 802-76035 5.670 m2 | 109.79000 622.51| 107.64000 610.32| 111.95000 634.76 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0060 804-06770 10.000 EACH| 16.32000 163.20| 12.35000 123.50| 31.20000 312.00 DELINEATOR POST | | | 0061 805-01815 2.000 EACH| 1632.00000 3264.00| 1600.00000 3200.00| 1664.00000 3328.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0062 805-01842 4.000 EACH| 510.00000 2040.00| 500.00000 2000.00| 520.00000 2080.00 HANDHOLE, SIGNAL | | | 0063 805-01844 132.000 m | 28.44000 3754.08| 27.88000 3680.16| 29.00000 3828.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0064 805-06592 74.300 m | 28.44000 2113.09| 27.88000 2071.48| 29.00000 2154.70 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0065 805-78010 1.000 EACH| 1428.00000 1428.00| 1400.00000 1400.00| 1456.00000 1456.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0066 805-78195 8.000 EACH| 306.00000 2448.00| 300.00000 2400.00| 312.00000 2496.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0067 805-78415 1.000 EACH| 1224.00000 1224.00| 1200.00000 1200.00| 1248.00000 1248.00 SPAN, CATENARY, AND TETHER | | | 0068 805-78420 1.000 EACH| 357.00000 357.00| 350.00000 350.00| 364.00000 364.00 DISCONNECT HANGER | | | 0069 805-78445 1.000 EACH| 408.00000 408.00| 400.00000 400.00| 416.00000 416.00 SIGNAL SERVICE | | | 0070 805-78467 15.000 m | 3.35000 50.25| 3.25000 48.75| 3.41000 51.15 SIGNAL CABLE, 3C 8GA. | | | 0071 805-78480 115.000 m | 2.67000 307.05| 2.62000 301.30| 2.72000 312.80 SIGNAL CABLE, 3C 14GA. | | | 0072 805-78485 42.000 m | 2.51000 105.42| 2.46000 103.32| 2.56000 107.52 SIGNAL CABLE, 5C 14GA. | | | 0074 805-86889 210.000 m | 0.84000 176.40| 0.82000 172.20| 0.85000 178.50 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 153 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,190,772.94 ROUTE : 6 CALL ORDER : 153 CONTRACT ID : R -26740-A COUNTIES : LAPORTE LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1582109 |(3) 35-0918397 |E & B PAVING, INC. |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 805-86925 7.000 EACH| 20.40000 142.80| 20.00000 140.00| 20.80000 145.60 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0076 805-86930 10.000 EACH| 20.40000 204.00| 20.00000 200.00| 20.80000 208.00 INSULATING LINK, NOT WATERPROOFED | | | 0077 805-86935 4.000 EACH| 22.44000 89.76| 22.00000 88.00| 22.88000 91.52 INSULATING LINK, WATERPROOFED | | | 0078 805-98336 74.800 m | 9.70000 725.56| 9.51000 711.35| 9.89000 739.77 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0079 807-02191 1.000 EACH| 494.70000 494.70| 485.00000 485.00| 504.40000 504.40 HANDHOLE, LIGHTING | | | 0080 807-02428 6.000 EACH| 535.50000 3213.00| 525.00000 3150.00| 546.00000 3276.00 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0081 807-07580 312.300 m | 9.70000 3029.31| 9.51000 2969.97| 9.89000 3088.65 WIRE, NO. 4, COPPER, IN PLASTIC DUCT, | | | IN TRENCH, 4 1/C | | | 0082 807-84760 2.000 EACH| 1254.60000 2509.20| 1230.00000 2460.00| 1279.20000 2558.40 LIGHT POLE, 12.2 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0083 807-84804 4.000 EACH| 1264.80000 5059.20| 1240.00000 4960.00| 1289.60000 5158.40 LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0084 807-86620 6.000 EACH| 270.30000 1621.80| 265.00000 1590.00| 275.60000 1653.60 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0085 807-86805 1.000 EACH| 1718.70000 1718.70| 1685.00000 1685.00| 1752.40000 1752.40 SERVICE POINT, I | | | 0086 807-86910 6.000 EACH| 16.32000 97.92| 16.00000 96.00| 16.64000 99.84 CONNECTOR KIT, UNFUSED | | | 0087 807-86915 6.000 EACH| 16.32000 97.92| 16.00000 96.00| 16.64000 99.84 CONNECTOR KIT, FUSED | | | 0088 807-86950 6.000 EACH| 51.00000 306.00| 50.00000 300.00| 52.00000 312.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0089 807-86955 4.000 EACH| 56.10000 224.40| 55.00000 220.00| 57.20000 228.80 CABLE DUCT MARKER | | | 0090 807-97042 1.000 EACH| 510.00000 510.00| 500.00000 500.00| 520.00000 520.00 POLE, WOOD, 5, 10.7 m | | | 0092 808-03631 1960.000 m | 1.79000 3508.40| 3.15000 6174.00| 1.82000 3567.20 LINE, EPOXY, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 153 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,190,772.94 ROUTE : 6 CALL ORDER : 153 CONTRACT ID : R -26740-A COUNTIES : LAPORTE LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1582109 |(3) 35-0918397 |E & B PAVING, INC. |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 808-03632 1944.000 m | 1.79000 3479.76| 1.51000 2935.44| 1.82000 3538.08 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0094 808-74805 43.000 m | 58.14000 2500.02| 49.44000 2125.92| 59.28000 2549.04 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0097 808-75998 108.000 EACH| 20.40000 2203.20| 47.45000 5124.60| 49.35000 5329.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0098 805-81060 2.000 EACH| 3060.00000 6120.00| 3000.00000 6000.00| 3120.00000 6240.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0099 808-06800 41.000 m | 56.10000 2300.10| 25.00000 1025.00| 57.20000 2345.20 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 600 mm | | | 0100 808-74807 8.000 EACH| 146.88000 1175.04| 150.00000 1200.00| 149.76000 1198.08 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0101 808-74808 6.000 EACH| 160.14000 960.84| 212.00000 1272.00| 163.28000 979.68 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0102 501-06322 11084.200 m2 | 41.62000 461324.40| 40.43000 448134.21| 41.50000 459994.30 QC/QA-PCCP, 275 mm | | | 0103 501-06727 LUMP| 1690.50000 1690.50| 500.00000 500.00| 2200.00000 2200.00 CORING, PCCP | | | SECTION TOTALS | $ 964,258.30| $ 973,965.90| $ 1,009,844.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 964,258.30| $ 973,965.90| $ 1,009,844.33 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 153 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,190,772.94 ROUTE : 6 CALL ORDER : 153 CONTRACT ID : R -26740-A COUNTIES : LAPORTE LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 | | |WALSH & KELLY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 18000.00000 18000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1700.00000 10200.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 54000.00000 54000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| | CLEARING RIGHT OF WAY | | | 0005 202-01502 5.000 EACH| 225.00000 1125.00| | LIGHT STANDARD, REMOVE | | | 0006 202-02240 3358.000 m2 | 11.00000 36938.00| | PAVEMENT, REMOVE | | | 0007 202-02265 1.000 EACH| 650.00000 650.00| | TREE, 1220 mm, REMOVE | | | 0008 202-02270 1.000 EACH| 800.00000 800.00| | TREE, 1520 mm, REMOVE | | | 0009 202-02271 2.000 EACH| 450.00000 900.00| | HEADWALL, REMOVE | | | 0010 202-60820 576.000 m2 | 4.50000 2592.00| | SURFACE MILLING, ASPHALT | | | 0011 202-78515 LUMP| 1000.00000 1000.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 202-91840 220.000 m | 17.00000 3740.00| | FENCE, CHAIN LINK, REMOVE | | | 0013 202-96133 16.600 m | 80.00000 1328.00| | PIPE, REMOVE | | | 0014 203-02000 4830.000 m3 | 15.50000 74865.00| | EXCAVATION, COMMON | | | 0015 205-06931 6.900 Mg | 100.00000 690.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06937 1550.000 m | 4.62000 7161.00| | TEMPORARY SILT FENCE | | | 0017 207-07498 10607.000 m2 | 3.35000 35533.45| | SUBGRADE TREATMENT, TYPE A | | | 0018 211-02060 40.000 m3 | 44.54000 1781.60| | B BORROW FOR STRUCTURE BACKFILL | | | 0019 303-04075 58.000 Mg | 25.00000 1450.00| | COMPACTED AGGREGATE, O, 73 | | | 0020 303-52308 1031.000 Mg | 15.50000 15980.50| | COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 153 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,190,772.94 ROUTE : 6 CALL ORDER : 153 CONTRACT ID : R -26740-A COUNTIES : LAPORTE LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 | | |WALSH & KELLY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 304-04403 2004.000 m3 | 36.00000 72144.00| | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0022 402-07433 69.100 Mg | 95.00000 6564.50| | HMA SURFACE, TYPE B | | | 0023 402-07440 52.000 Mg | 80.00000 4160.00| | HMA BASE, TYPE A | | | 0024 405-05518 193.000 m2 | 2.00000 386.00| | ASPHALT FOR PRIME COAT | | | 0025 406-05520 0.210 Mg | 1500.00000 315.00| | ASPHALT FOR TACK COAT | | | 0027 503-05240 1965.000 m | 20.00000 39300.00| | D-1 CONTRACTION JOINT | | | 0028 603-01932 189.000 m | 43.00000 8127.00| | FENCE, CHAIN LINK, 2420 mm | | | 0029 615-06490 24.000 EACH| 195.00000 4680.00| | RIGHT OF WAY MARKER | | | 0030 615-06515 7.000 EACH| 195.00000 1365.00| | MONUMENT, D | | | 0031 615-06527 1.000 EACH| 450.00000 450.00| | MONUMENT, SECTION CORNER | | | 0032 621-01004 1.000 EACH| 750.00000 750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 0.800 Mg | 681.00000 544.80| | FERTILIZER | | | 0034 621-06548 1.300 kg | 55.00000 71.50| | SEED MIXTURE, CV | | | 0035 621-06553 144.000 kg | 7.17000 1032.48| | SEED MIXTURE, R | | | 0036 621-06557 61.000 kg | 17.12000 1044.32| | SEED MIXTURE, T | | | 0037 621-06565 5.100 Mg | 520.00000 2652.00| | MULCHING MATERIAL | | | 0038 621-06567 5.460 kL | 0.55000 3.00| | WATER | | | 0039 621-06574 304.000 m2 | 11.00000 3344.00| | SODDING | | | 0040 621-52448 2.000 EACH| 25.00000 50.00| | SIGN, DO NOT SPRAY | | | 0041 715-05048 1314.500 m | 9.75000 12816.38| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 153 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,190,772.94 ROUTE : 6 CALL ORDER : 153 CONTRACT ID : R -26740-A COUNTIES : LAPORTE LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 | | |WALSH & KELLY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 715-05053 151.300 m | 32.00000 4841.60| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0043 715-05119 24.000 m | 98.43000 2362.32| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0044 715-05169 13.500 m | 102.00000 1377.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0045 715-46005 4.000 EACH| 534.09000 2136.36| | PIPE END SECTION, 375 mm | | | 0046 718-06528 6.000 EACH| 600.00000 3600.00| | OUTLET PROTECTOR, 1 | | | 0047 718-06531 4.000 EACH| 525.00000 2100.00| | OUTLET PROTECTOR, 3 | | | 0048 718-06532 1465.800 m | 3.00000 4397.40| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0049 718-52610 233.000 m3 | 46.00000 10718.00| | AGGREGATE FOR UNDERDRAINS | | | 0050 718-99153 3484.000 m2 | 0.85000 2961.40| | GEOTEXTILES FOR UNDERDRAIN | | | 0051 801-04308 6.000 EACH| 128.00000 768.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06625 49.000 EACH| 54.00000 2646.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 18.000 EACH| 76.00000 1368.00| | CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP| 7500.00000 7500.00| | MAINTAINING TRAFFIC | | | 0055 801-07119 21.600 m | 30.24000 653.18| | BARRICADE, III-B | | | 0056 802-05701 50.100 m | 25.09000 1257.01| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0057 802-05702 81.600 m | 25.75000 2101.20| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0058 802-76025 12.470 m2 | 96.88000 1208.09| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0059 802-76035 5.670 m2 | 107.64000 610.32| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0060 804-06770 10.000 EACH| 30.00000 300.00| | DELINEATOR POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 153 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,190,772.94 ROUTE : 6 CALL ORDER : 153 CONTRACT ID : R -26740-A COUNTIES : LAPORTE LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 | | |WALSH & KELLY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 805-01815 2.000 EACH| 1600.00000 3200.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0062 805-01842 4.000 EACH| 500.00000 2000.00| | HANDHOLE, SIGNAL | | | 0063 805-01844 132.000 m | 27.88000 3680.16| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0064 805-06592 74.300 m | 27.88000 2071.48| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0065 805-78010 1.000 EACH| 1400.00000 1400.00| | CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0066 805-78195 8.000 EACH| 300.00000 2400.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0067 805-78415 1.000 EACH| 1200.00000 1200.00| | SPAN, CATENARY, AND TETHER | | | 0068 805-78420 1.000 EACH| 350.00000 350.00| | DISCONNECT HANGER | | | 0069 805-78445 1.000 EACH| 400.00000 400.00| | SIGNAL SERVICE | | | 0070 805-78467 15.000 m | 3.28000 49.20| | SIGNAL CABLE, 3C 8GA. | | | 0071 805-78480 115.000 m | 2.62000 301.30| | SIGNAL CABLE, 3C 14GA. | | | 0072 805-78485 42.000 m | 2.46000 103.32| | SIGNAL CABLE, 5C 14GA. | | | 0074 805-86889 210.000 m | 0.82000 172.20| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0075 805-86925 7.000 EACH| 20.00000 140.00| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0076 805-86930 10.000 EACH| 20.00000 200.00| | INSULATING LINK, NOT WATERPROOFED | | | 0077 805-86935 4.000 EACH| 22.00000 88.00| | INSULATING LINK, WATERPROOFED | | | 0078 805-98336 74.800 m | 9.51000 711.35| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0079 807-02191 1.000 EACH| 485.00000 485.00| | HANDHOLE, LIGHTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 153 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,190,772.94 ROUTE : 6 CALL ORDER : 153 CONTRACT ID : R -26740-A COUNTIES : LAPORTE LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 | | |WALSH & KELLY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 807-02428 6.000 EACH| 525.00000 3150.00| | LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0081 807-07580 312.300 m | 9.51000 2969.97| | WIRE, NO. 4, COPPER, IN PLASTIC DUCT, | | | IN TRENCH, 4 1/C | | | 0082 807-84760 2.000 EACH| 1230.00000 2460.00| | LIGHT POLE, 12.2 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0083 807-84804 4.000 EACH| 1240.00000 4960.00| | LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0084 807-86620 6.000 EACH| 265.00000 1590.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0085 807-86805 1.000 EACH| 1685.00000 1685.00| | SERVICE POINT, I | | | 0086 807-86910 6.000 EACH| 16.00000 96.00| | CONNECTOR KIT, UNFUSED | | | 0087 807-86915 6.000 EACH| 16.00000 96.00| | CONNECTOR KIT, FUSED | | | 0088 807-86950 6.000 EACH| 50.00000 300.00| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0089 807-86955 4.000 EACH| 55.00000 220.00| | CABLE DUCT MARKER | | | 0090 807-97042 1.000 EACH| 500.00000 500.00| | POLE, WOOD, 5, 10.7 m | | | 0092 808-03631 1960.000 m | 1.75000 3430.00| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0093 808-03632 1944.000 m | 1.75000 3402.00| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0094 808-74805 43.000 m | 57.00000 2451.00| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0097 808-75998 108.000 EACH| 20.00000 2160.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0098 805-81060 2.000 EACH| 3000.00000 6000.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0099 808-06800 41.000 m | 55.00000 2255.00| | TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 153 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,190,772.94 ROUTE : 6 CALL ORDER : 153 CONTRACT ID : R -26740-A COUNTIES : LAPORTE LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 | | |WALSH & KELLY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 808-74807 8.000 EACH| 144.00000 1152.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0101 808-74808 6.000 EACH| 157.00000 942.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0102 501-06322 11084.200 m2 | 48.00000 532041.60| | QC/QA-PCCP, 275 mm | | | 0103 501-06727 LUMP| 4000.00000 4000.00| | CORING, PCCP | | | SECTION TOTALS | $ 1,088,252.99| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,088,252.99| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,992,752.79 ROUTE : 29TH AND 30TH CALL ORDER : 161 CONTRACT ID : R -26744-A COUNTIES : MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/21/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949062 9949062 9949062 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,047,350.00 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 3,105,148.99 101.8966% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 3,329,994.76 109.2751% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1609544 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0001 105-06845 LUMP| 49000.00000 49000.00| 61916.40000 61916.40| 46700.00000 46700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2200.00000 26400.00| 1829.23000 21950.76| 1420.00000 17040.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 136245.56000 136245.56| 220889.51000 220889.51| 166500.00000 166500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14000.00000 14000.00| 14225.91000 14225.91| 16650.00000 16650.00 CLEARING RIGHT OF WAY | | | 0005 202-01896 36.000 EACH| 330.00000 11880.00| 443.85000 15978.60| 390.00000 14040.00 DRIVE, REMOVE | | | 0006 202-02274 8799.100 LFT | 6.00000 52794.60| 6.86000 60361.83| 5.30000 46635.23 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0007 202-52710 4819.900 SYS | 6.40000 30847.36| 10.74000 51765.73| 6.00000 28919.40 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 15638.900 SYS | 1.40000 21894.46| 2.28000 35656.69| 1.90000 29713.91 SURFACE MILLING, ASPHALT | | | 0009 202-60822 12751.000 SYS | 2.00000 25502.00| 2.28000 29072.28| 4.00000 51004.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-78515 LUMP| 11600.00000 11600.00| 13078.13000 13078.13| 13400.00000 13400.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 202-91385 4.000 EACH| 500.00000 2000.00| 500.55000 2002.20| 260.00000 1040.00 INLET, REMOVE | | | 0012 202-91840 195.000 LFT | 9.30000 1813.50| 5.67000 1105.65| 10.00000 1950.00 FENCE, CHAIN LINK, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,992,752.79 ROUTE : 29TH AND 30TH CALL ORDER : 161 CONTRACT ID : R -26744-A COUNTIES : MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1609544 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 210-05813 LUMP| 2800.00000 2800.00| 3118.50000 3118.50| 3200.00000 3200.00 PAINT FOR SIGNALS AND SIGNAL CABINETS | | | 0014 210-07764 LUMP| 8300.00000 8300.00| 9185.40000 9185.40| 9420.00000 9420.00 IRRIGATION SYSTEM | | | 0015 210-07766 8.000 EACH| 5500.00000 44000.00| 5383.91000 43071.28| 5680.00000 45440.00 COLUMN | | | 0016 210-07766 8.000 EACH| 2500.00000 20000.00| 2170.39000 17363.12| 2210.00000 17680.00 COLUMN FOUNDATION | | | 0017 211-07454 90.600 CYS | 22.00000 1993.20| 58.64000 5312.78| 110.00000 9966.00 STRUCTURE BACKFILL | | | 0018 301-07448 211.400 TON | 27.00000 5707.80| 26.46000 5593.64| 71.00000 15009.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 304-07490 845.600 TON | 90.00000 76104.00| 92.99000 78632.34| 62.00000 52427.20 HMA PATCHING, TYPE B | | | 0020 401-06264 LUMP| 3000.00000 3000.00| 567.00000 567.00| 2320.00000 2320.00 PROFILOGRAPH, HMA | | | 0021 401-07327 2174.500 TON | 45.00000 97852.50| 47.63000 103571.44| 43.25000 94047.13 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0022 401-07378 1049.300 TON | 75.00000 78697.50| 43.09000 45214.34| 39.25000 41185.03 QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | 0023 406-05520 10.310 TON | 200.00000 2062.00| 170.10000 1753.73| 195.00000 2010.45 ASPHALT FOR TACK COAT | | | 0024 603-03829 142.000 LFT | 98.00000 13916.00| 150.82000 21416.44| 110.00000 15620.00 FENCE , ORNAMENTAL | | | 0025 603-04684 125.000 LFT | 33.00000 4125.00| 13.78000 1722.50| 37.00000 4625.00 FENCE, CHAIN LINK, 36 IN. | | | 0026 604-06069 1091.000 SYS | 43.00000 46913.00| 52.43000 57201.13| 58.00000 63278.00 CURB RAMP, CONCRETE | | | 0027 604-06070 4343.400 SYS | 33.00000 143332.20| 26.34000 114405.16| 33.00000 143332.20 SIDEWALK, CONCRETE | | | 0028 605-06120 9479.000 LFT | 15.00000 142185.00| 24.02000 227685.58| 13.00000 123227.00 CURB, CONCRETE | | | 0029 605-06255 5.300 SYS | 190.00000 1007.00| 129.79000 687.89| 140.00000 742.00 CENTER CURB, D, CONCRETE | | | 0030 610-05527 165.200 TON | 100.00000 16520.00| 147.42000 24353.78| 88.50000 14620.20 HMA FOR APPROACHES | | | 0031 611-05330 823.500 SYS | 42.00000 34587.00| 43.56000 35871.66| 42.00000 34587.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0032 617-03658 23.000 EACH| 280.00000 6440.00| 311.22000 7158.06| 320.00000 7360.00 BANNER , VERTICAL, 30 IN. X 60 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,992,752.79 ROUTE : 29TH AND 30TH CALL ORDER : 161 CONTRACT ID : R -26744-A COUNTIES : MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1609544 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 617-03658 46.000 EACH| 310.00000 14260.00| 346.14000 15922.44| 350.00000 16100.00 BANNER , VERTICAL, 30 IN. X 94 IN. | | | 0034 617-03730 8.000 EACH| 2600.00000 20800.00| 2831.50000 22652.00| 2900.00000 23200.00 BANNER POLE WITH FOUNDATION | | | 0035 621-04925 545.000 SYS | 1.70000 926.50| 1.88000 1024.60| 3.50000 1907.50 FABRIC , WEED | | | 0036 621-06570 430.000 CYS | 39.00000 16770.00| 37.37000 16069.10| 71.00000 30530.00 TOP SOIL | | | 0037 621-06575 4357.800 SYS | 2.40000 10458.72| 2.60000 11330.28| 2.70000 11766.06 SODDING, NURSERY | | | 0038 621-98038 50.000 CYS | 74.00000 3700.00| 81.65000 4082.50| 84.00000 4200.00 MULCH, HARDWOOD SHREDDED BARK | | | 0039 622-05605 305.000 EACH| 7.20000 2196.00| 7.94000 2421.70| 8.10000 2470.50 PLANT, ANNUAL | | | 0040 622-05641 104.000 EACH| 41.00000 4264.00| 45.36000 4717.44| 47.00000 4888.00 PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0041 622-05645 2.000 EACH| 290.00000 580.00| 323.19000 646.38| 330.00000 660.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 72 TO 96 IN. | | | 0042 622-05649 8.000 EACH| 210.00000 1680.00| 229.07000 1832.56| 230.00000 1840.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0043 622-05653 3487.000 EACH| 0.66000 2301.42| 0.72000 2510.64| 0.74000 2580.38 PLANT, GROUND COVER | | | 0044 622-05654 745.000 EACH| 9.60000 7152.00| 10.57000 7874.65| 11.00000 8195.00 PLANT, PERENNIAL | | | 0045 622-05655 1420.000 EACH| 1.90000 2698.00| 2.07000 2939.40| 2.10000 2982.00 PLANT, ROOT, TUBER, CORM, BULB | | | 0046 622-07763 14.000 EACH| 360.00000 5040.00| 396.90000 5556.60| 410.00000 5740.00 TRANSPLANT TREES AND PLANTS | | | 0047 711-90932 665.000 LFT | 6.60000 4389.00| 7.23000 4807.95| 7.40000 4921.00 EDGING, STEEL | | | 0048 712-04784 2.000 EACH| 9600.00000 19200.00| 10596.38000 21192.76| 11400.00000 22800.00 STRUCTURE , GATEWAY | | | 0049 712-04784 2.000 EACH| 5700.00000 11400.00| 5910.14000 11820.28| 5920.00000 11840.00 STRUCTURE COLUMN, GATEWAY | | | 0050 712-04784 10.000 EACH| 1300.00000 13000.00| 1439.21000 14392.10| 1480.00000 14800.00 STRUCTURE FLOODLIGHT, GATEWAY | | | 0051 712-04784 2.000 EACH| 3000.00000 6000.00| 2831.44000 5662.88| 2180.00000 4360.00 STRUCTURE FOUNDATION, GATEWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,992,752.79 ROUTE : 29TH AND 30TH CALL ORDER : 161 CONTRACT ID : R -26744-A COUNTIES : MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1609544 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 712-04784 2.000 EACH| 320.00000 640.00| 353.33000 706.66| 360.00000 720.00 STRUCTURE LUMINAIRE, GATEWAY | | | 0053 715-04612 30.000 LFT | 495.00000 14850.00| 85.05000 2551.50| 570.00000 17100.00 PIPE LINER, 10 IN., CURED IN PLACE | | | 0054 715-04612 240.000 LFT | 860.00000 206400.00| 368.55000 88452.00| 990.00000 237600.00 PIPE LINER, SHOTCRETE, A, 69 IN. | | | 0055 715-05148 4.000 LFT | 280.00000 1120.00| 241.43000 965.72| 85.00000 340.00 PIPE, TYPE 2, CIRCULAR, 10 IN. | | | 0056 715-05149 330.000 LFT | 55.00000 18150.00| 127.52000 42081.60| 67.00000 22110.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0057 715-05151 64.000 LFT | 98.00000 6272.00| 231.61000 14823.04| 82.00000 5248.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0058 715-92037 8548.000 LFT | 8.00000 68384.00| 8.82000 75393.36| 8.00000 68384.00 PIPE, PVC, 4 IN. | | | 0059 715-97122 7164.000 LFT | 6.20000 44416.80| 6.83000 48930.12| 7.00000 50148.00 PIPE, PVC, 2 IN. | | | 0060 720-04682 1.000 EACH| 1600.00000 1600.00| 1931.77000 1931.77| 1150.00000 1150.00 INLET , J1 | | | 0061 720-44000 26.000 EACH| 450.00000 11700.00| 742.46000 19303.96| 400.00000 10400.00 CASTING, ADJUST TO GRADE | | | 0062 720-44296 37.000 EACH| 300.00000 11100.00| 410.38000 15184.06| 430.00000 15910.00 CAP INLET | | | 0063 720-45045 50.000 EACH| 1600.00000 80000.00| 1907.96000 95398.00| 1150.00000 57500.00 INLET, J10 | | | 0064 720-45055 5.000 EACH| 1600.00000 8000.00| 2028.10000 10140.50| 1150.00000 5750.00 INLET, M10 | | | 0065 720-45605 1.000 LFT | 1000.00000 1000.00| 1057.79000 1057.79| 650.00000 650.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0069 801-01504 6.000 EACH| 23.00000 138.00| 45.36000 272.16| 26.00000 156.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0070 801-06203 6280.000 LFT | 0.31000 1946.80| 0.17000 1067.60| 0.35000 2198.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0071 801-06207 15544.000 LFT | 0.72000 11191.68| 1.01000 15699.44| 0.80000 12435.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0072 801-06211 10.000 EACH| 79.00000 790.00| 79.38000 793.80| 90.00000 900.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0073 801-06216 872.000 LFT | 2.10000 1831.20| 1.25000 1090.00| 2.30000 2005.60 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 161 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,992,752.79 ROUTE : 29TH AND 30TH CALL ORDER : 161 CONTRACT ID : R -26744-A COUNTIES : MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1609544 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 801-06218 872.000 LFT | 4.90000 4272.80| 6.07000 5293.04| 5.50000 4796.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0075 801-06640 26.000 EACH| 100.00000 2600.00| 124.74000 3243.24| 98.00000 2548.00 CONSTRUCTION SIGN, A | | | 0076 801-06645 21.000 EACH| 45.00000 945.00| 34.02000 714.42| 51.00000 1071.00 CONSTRUCTION SIGN, B | | | 0077 801-06710 270.000 DAY | 12.00000 3240.00| 13.61000 3674.70| 35.00000 9450.00 FLASHING ARROW SIGN | | | 0078 801-06775 LUMP| 40000.00000 40000.00| 93066.34000 93066.34| 84255.00000 84255.00 MAINTAINING TRAFFIC | | | 0079 801-07118 696.000 LFT | 6.40000 4454.40| 9.36000 6514.56| 10.00000 6960.00 BARRICADE, III-A | | | 0080 802-04250 5.000 EACH| 930.00000 4650.00| 1019.71000 5098.55| 1050.00000 5250.00 SIGN, TRAIL INFORMATION , FOUNDATION | | | 0081 802-04250 3.000 EACH| 2200.00000 6600.00| 2453.00000 7359.00| 2510.00000 7530.00 SIGN, TRAIL INFORMATION , PEDESTRIAN | | | 0082 802-04250 2.000 EACH| 2500.00000 5000.00| 2816.00000 5632.00| 2890.00000 5780.00 SIGN, TRAIL INFORMATION , VEHICULAR | | | 0083 802-04314 5.000 EACH| 1310.00000 6550.00| 1481.20000 7406.00| 1520.00000 7600.00 SIGN POLES | | | 0084 802-87715 56.000 EACH| 62.00000 3472.00| 68.54000 3838.24| 70.00000 3920.00 GROUND ROD WITH CONNECTOR | | | 0085 805-01827 33.000 EACH| 2.60000 85.80| 2.90000 95.70| 3.00000 99.00 TRAFFIC SIGNAL HEAD, INSTALL | | | 0086 805-01842 52.000 EACH| 620.00000 32240.00| 693.84000 36079.68| 710.00000 36920.00 HANDHOLE, SIGNAL | | | 0087 805-01844 10629.000 LFT | 10.40000 110541.60| 11.57000 122977.53| 12.00000 127548.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0089 805-02087 LUMP| 2600.00000 2600.00| 2906.25000 2906.25| 2980.00000 2980.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0090 805-02152 56.000 EACH| 505.00000 28280.00| 563.26000 31542.56| 580.00000 32480.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0091 805-02373 133.000 LFT | 4.00000 532.00| 4.38000 582.54| 4.50000 598.50 INTERCONNECT CABLE, FIBER OPTIC | | | 0092 805-02373 1900.000 LFT | 4.00000 7600.00| 4.38000 8322.00| 4.50000 8550.00 INTERCONNECT CABLE, FIBER OPTIC LOOSE | | | TUBE (MULTI-MODE) (CMAQ) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 161 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,992,752.79 ROUTE : 29TH AND 30TH CALL ORDER : 161 CONTRACT ID : R -26744-A COUNTIES : MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1609544 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 805-03979 15.000 EACH| 850.00000 12750.00| 940.21000 14103.15| 960.00000 14400.00 EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | | CHANNEL, TWO DIRECTIONS | | | 0094 805-03980 15.000 EACH| 270.00000 4050.00| 295.30000 4429.50| 300.00000 4500.00 EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0095 805-03983 7.000 EACH| 2000.00000 14000.00| 2234.70000 15642.90| 2290.00000 16030.00 PHASE SELECTORS | | | 0096 805-04133 26.000 EACH| 760.00000 19760.00| 833.88000 21680.88| 850.00000 22100.00 SIGNAL PEDESTAL, 12 FT. | | | 0097 805-04757 2.000 EACH| 4300.00000 8600.00| 4694.43000 9388.86| 4810.00000 9620.00 SIGNAL POLE AND MAST ARM, 15 FT., | | | DECORATIVE | | | 0098 805-04757 3.000 EACH| 4400.00000 13200.00| 4817.93000 14453.79| 4940.00000 14820.00 SIGNAL POLE AND MAST ARM, 20 FT., | | | DECORATIVE | | | 0099 805-04757 7.000 EACH| 4800.00000 33600.00| 5294.43000 37061.01| 5420.00000 37940.00 SIGNAL POLE AND MAST ARM, 25 FT., | | | DECORATIVE | | | 0100 805-04757 4.000 EACH| 5500.00000 22000.00| 6011.68000 24046.72| 6160.00000 24640.00 SIGNAL POLE AND MAST ARM, 30 FT., | | | DECORATIVE | | | 0101 805-04757 1.000 EACH| 5800.00000 5800.00| 6417.09000 6417.09| 6580.00000 6580.00 SIGNAL POLE AND MAST ARM, 35 FT., | | | DECORATIVE | | | 0102 805-04757 2.000 EACH| 6600.00000 13200.00| 7211.80000 14423.60| 7390.00000 14780.00 SIGNAL POLE AND TWIN MAST ARM, 25 FT. | | | AND 25 FT., DECORATIVE | | | 0103 805-04757 2.000 EACH| 7100.00000 14200.00| 7851.71000 15703.42| 8050.00000 16100.00 SIGNAL POLE AND TWIN MAST ARM, 25 FT. | | | AND 30 FT., DECORATIVE | | | 0104 805-04757 1.000 EACH| 6400.00000 6400.00| 7048.39000 7048.39| 7220.00000 7220.00 SIGNAL POLE AND TWIN MAST ARM, 25 FT. | | | AND 20 FT., DECORATIVE | | | 0105 805-04757 1.000 EACH| 12800.00000 12800.00| 14086.22000 14086.22| 14400.00000 14400.00 SIGNAL POLE AND TWIN MAST ARM, 25 FT. | | | AND 40 FT., DECORATIVE | | | 0106 805-04982 1400.000 LFT | 1.10000 1540.00| 1.22000 1708.00| 1.20000 1680.00 CABLE , 3C 20 GA. | | | 0107 805-05870 22.000 EACH| 1410.00000 31020.00| 1588.80000 34953.60| 1630.00000 35860.00 SIGNAL SUPPORT FOUNDATION , 2 FT. X 14 | | | FT. 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 161 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,992,752.79 ROUTE : 29TH AND 30TH CALL ORDER : 161 CONTRACT ID : R -26744-A COUNTIES : MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1609544 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 805-06101 10.000 EACH| 210.00000 2100.00| 229.24000 2292.40| 230.00000 2300.00 FOUNDATION , FLOODLIGHT | | | 0109 805-06101 34.000 EACH| 1400.00000 47600.00| 1576.32000 53594.88| 1620.00000 55080.00 FOUNDATION , LIGHT POLE, DECORATIVE | | | 0110 805-78100 7.000 EACH| 12200.00000 85400.00| 13738.08000 96166.56| 14100.00000 98700.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0111 805-78205 37.000 EACH| 640.00000 23680.00| 717.80000 26558.60| 740.00000 27380.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0112 805-78225 4.000 EACH| 720.00000 2880.00| 798.01000 3192.04| 820.00000 3280.00 TRAFFIC SIGNAL HEAD, 4 FACE, 12 IN. RED,| | | AMBER, GREEN, GREEN ARROW | | | 0113 805-78465 1961.000 LFT | 1.10000 2157.10| 1.23000 2412.03| 1.30000 2549.30 SIGNAL CABLE, 2C 8GA. | | | 0114 805-78470 15242.000 LFT | 0.47000 7163.74| 0.53000 8078.26| 0.53000 8078.26 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0115 805-78480 1400.000 LFT | 0.83000 1162.00| 0.91000 1274.00| 0.94000 1316.00 SIGNAL CABLE, 3C 14GA. | | | 0116 805-78485 7082.000 LFT | 0.89000 6302.98| 0.98000 6940.36| 1.00000 7082.00 SIGNAL CABLE, 5C 14GA. | | | 0117 805-78490 7649.000 LFT | 1.00000 7649.00| 1.10000 8413.90| 1.10000 8413.90 SIGNAL CABLE, 7C 14GA. | | | 0118 805-78495 2150.000 LFT | 1.17000 2515.50| 1.29000 2773.50| 1.30000 2795.00 SIGNAL CABLE, 9C 14GA. | | | 0119 805-78500 550.000 LFT | 1.30000 715.00| 1.42000 781.00| 1.50000 825.00 SIGNAL CABLE, 11C 14GA. | | | 0120 805-78510 4091.000 LFT | 0.79000 3231.89| 0.87000 3559.17| 0.90000 3681.90 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0121 805-78785 28.000 EACH| 820.00000 22960.00| 901.20000 25233.60| 920.00000 25760.00 SIGNAL DETECTOR HOUSING | | | 0122 805-78795 3866.000 LFT | 6.30000 24355.80| 6.92000 26752.72| 7.10000 27448.60 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0123 805-78925 7.000 EACH| 940.00000 6580.00| 1038.42000 7268.94| 1060.00000 7420.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0124 805-86843 250.000 LFT | 3.60000 900.00| 4.00000 1000.00| 10.00000 2500.00 WIRE, NO. 4 COPPER, 1C | | | 0125 805-91416 14.000 EACH| 150.00000 2100.00| 166.22000 2327.08| 170.00000 2380.00 CONDUIT RISER ON POLE, STEEL, | | | GALVANIZED, 2 IN. | | | 0126 805-92504 13.000 EACH| 270.00000 3510.00| 296.44000 3853.72| 300.00000 3900.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 161 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,992,752.79 ROUTE : 29TH AND 30TH CALL ORDER : 161 CONTRACT ID : R -26744-A COUNTIES : MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1609544 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 805-95889 60.000 LFT | 2.10000 126.00| 2.30000 138.00| 2.40000 144.00 WIRE, NO. 10 COPPER, 1C | | | 0129 805-96121 44.000 EACH| 170.00000 7480.00| 190.28000 8372.32| 200.00000 8800.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0130 807-02191 6.000 EACH| 560.00000 3360.00| 619.13000 3714.78| 630.00000 3780.00 HANDHOLE, LIGHTING | | | 0131 807-04651 360.000 LFT | 3.50000 1260.00| 3.87000 1393.20| 4.00000 1440.00 WIRE , NO. 6, COPPER | | | 0132 807-04654 35.000 EACH| 2460.00000 86100.00| 2767.01000 96845.35| 2840.00000 99400.00 LIGHT POLE , DECORATIVE | | | 0133 807-04866 34.000 EACH| 1570.00000 53380.00| 1728.26000 58760.84| 1770.00000 60180.00 LUMINAIRE , STREET | | | 0134 807-06603 23.000 EACH| 620.00000 14260.00| 693.84000 15958.32| 710.00000 16330.00 HANDHOLE, SIDEWALK , FIBER OPTIC | | | 0135 807-86805 2.000 EACH| 1400.00000 2800.00| 1550.12000 3100.24| 1590.00000 3180.00 SERVICE POINT, I | | | 0136 807-86810 1.000 EACH| 2500.00000 2500.00| 2797.52000 2797.52| 2870.00000 2870.00 SERVICE POINT, II | | | 0138 807-95514 5.000 EACH| 150.00000 750.00| 166.22000 831.10| 170.00000 850.00 SERVICE POINT RISER | | | 0139 807-95515 5.000 EACH| 38.00000 190.00| 41.54000 207.70| 43.00000 215.00 SERVICE POINT WEATHERHEAD | | | 0140 808-03439 1404.000 LFT | 3.50000 4914.00| 3.45000 4843.80| 4.00000 5616.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0141 808-06701 2683.000 LFT | 0.31000 831.73| 0.40000 1073.20| 0.35000 939.05 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0142 808-06703 720.000 LFT | 0.36000 259.20| 0.38000 273.60| 0.41000 295.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0143 808-06705 316.000 LFT | 1.40000 442.40| 0.75000 237.00| 1.60000 505.60 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0144 808-06716 1050.000 LFT | 0.48000 504.00| 0.45000 472.50| 0.55000 577.50 LINE, REMOVE | | | 0145 808-75260 155.000 LFT | 2.10000 325.50| 1.73000 268.15| 2.30000 356.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0146 808-75297 872.000 LFT | 2.90000 2528.80| 3.45000 3008.40| 3.30000 2877.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0147 808-75300 348.000 LFT | 0.77000 267.96| 0.75000 261.00| 0.87000 302.76 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 161 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,992,752.79 ROUTE : 29TH AND 30TH CALL ORDER : 161 CONTRACT ID : R -26744-A COUNTIES : MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1609544 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0148 808-75320 6.000 EACH| 62.00000 372.00| 48.76000 292.56| 70.00000 420.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0149 808-75325 3.000 EACH| 77.00000 231.00| 62.37000 187.11| 87.00000 261.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0150 808-75998 333.000 EACH| 22.00000 7326.00| 24.38000 8118.54| 26.00000 8658.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0151 715-06675 236.000 LFT | 595.00000 140420.00| 68.04000 16057.44| 680.00000 160480.00 PIPE LINER , 12 IN., CURED IN PLACE | | | 0152 715-06675 129.000 LFT | 745.00000 96105.00| 113.40000 14628.60| 850.00000 109650.00 PIPE LINER , 15 IN., CURED IN PLACE | | | 0153 715-06675 70.000 LFT | 890.00000 62300.00| 158.76000 11113.20| 1030.00000 72100.00 PIPE LINER , 18 IN., CURED IN PLACE | | | 0154 805-78445 8.000 EACH| 470.00000 3760.00| 519.20000 4153.60| 530.00000 4240.00 SIGNAL SERVICE | | | 0155 805-06101 13.000 EACH| 930.00000 12090.00| 1019.71000 13256.23| 1050.00000 13650.00 FOUNDATION , 12 FT. PEDESTAL POLE | | | 0156 210-07809 6.000 EACH| 40.00000 240.00| 44.47000 266.82| 39.25000 235.50 FIBER PATCH CORD, 4 | | | 0157 805-97236 6.000 EACH| 550.00000 3300.00| 608.54000 3651.24| 537.00000 3222.00 CONNECTOR KIT FAN OUT, 12 FIBER TERMINAL| | | 0158 805-04970 6.000 EACH| 975.00000 5850.00| 1076.06000 6456.36| 949.00000 5694.00 FIBER OPTIC TRANSCEIVER | | | 0159 210-07809 6.000 EACH| 505.00000 3030.00| 557.14000 3342.84| 492.00000 2952.00 FIBER TERMINATION PANEL,12 | | | 0160 805-04970 72.000 EACH| 17.00000 1224.00| 19.12000 1376.64| 16.85000 1213.20 FIBER OPTIC CONNECTORS, 12 PER | | | 0161 210-07811 LUMP| 2470.00000 2470.00| 2723.15000 2723.15| 2790.00000 2790.00 FIBER OPTIC CABLE TESTING | | | 0162 805-04970 1900.000 EACH| 2.60000 4940.00| 2.90000 5510.00| 3.00000 5700.00 FIBER OPTIC INTERCONNECT TRENCHING | | | 0163 702-76240 20.000 CYS | 1100.00000 22000.00| 1215.13000 24302.60| 1500.00000 30000.00 CONCRETE | | | SECTION TOTALS | $ 3,047,350.00| $ 3,105,148.99| $ 3,329,994.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,047,350.00| $ 3,105,148.99| $ 3,329,994.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 165 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 568,398.62 ROUTE : 2 CALL ORDER : 165 CONTRACT ID : R -26852-B COUNTIES : LAKE LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9945041 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 568,994.30 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 570,560.19 100.2752% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 | |BUCKO CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, DOWNTOWN REVITALIZATION | | | 0001 105-06845 LUMP| 21750.00000 21750.00| 24000.00000 24000.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 28449.71000 28449.71| 28500.00000 28500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02279 505.000 m | 14.30000 7221.50| 19.00000 9595.00| CURB AND GUTTER, REMOVE | | | 0004 202-52710 1287.000 m2 | 11.75000 15122.25| 17.00000 21879.00| SIDEWALK, CONCRETE, REMOVE | | | 0005 202-60820 3655.000 m2 | 1.65000 6030.75| 5.00000 18275.00| SURFACE MILLING, ASPHALT | | | 0006 202-94425 135.000 m2 | 17.00000 2295.00| 28.00000 3780.00| APRON, REMOVE | | | 0007 202-96133 275.000 m | 12.25000 3368.75| 4.40000 1210.00| PIPE, REMOVE | | | 0008 211-07454 80.000 m3 | 70.00000 5600.00| 15.00000 1200.00| STRUCTURE BACKFILL | | | 0009 402-07433 274.000 Mg | 45.75000 12535.50| 80.00000 21920.00| HMA SURFACE, TYPE B | | | 0010 406-05521 3655.000 m2 | 0.21000 767.55| 0.30000 1096.50| ASPHALT FOR TACK COAT | | | 0011 604-06069 118.000 m2 | 38.45000 4537.10| 70.00000 8260.00| CURB RAMP, CONCRETE | | | 0012 604-44251 22.000 m3 | 530.00000 11660.00| 500.00000 11000.00| STEPS, CONCRETE | | | 0013 604-91404 1179.000 m2 | 36.10000 42561.90| 55.00000 64845.00| SIDEWALK, CONCRETE, 125 mm | | | 0014 604-91404 278.000 m2 | 120.00000 33360.00| 100.00000 27800.00| SIDEWALK, CONCRETE, 125 mm PRESSED | | | BRICK PATTERN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 165 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 568,398.62 ROUTE : 2 CALL ORDER : 165 CONTRACT ID : R -26852-B COUNTIES : LAKE LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 | |BUCKO CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 605-06140 530.000 m | 40.35000 21385.50| 81.00000 42930.00| CURB AND GUTTER, CONCRETE | | | 0016 611-05330 146.000 m2 | 39.00000 5694.00| 65.00000 9490.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0017 706-01268 40.000 m | 414.00000 16560.00| 414.00000 16560.00| HANDRAIL, ALUMINUM | | | 0018 720-44045 5.000 EACH| 550.00000 2750.00| 398.00000 1990.00| CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0019 732-02745 5.000 EACH| 970.00000 4850.00| 894.00000 4470.00| GATE VALVE AND BOX, 200 mm | | | 0020 732-04750 77.000 EACH| 150.00000 11550.00| 209.00000 16093.00| CORPORATION STOP | | | 0021 732-04751 77.000 EACH| 165.00000 12705.00| 246.00000 18942.00| WATER SERVICE BOX | | | 0022 732-04985 10.000 EACH| 650.00000 6500.00| 2000.00000 20000.00| VAULT REMOVAL AND BUILDING WALL | | | REPLACEMENT | | | 0023 732-91739 275.000 m | 109.75000 30181.25| 151.66000 41706.50| WATER MAIN, DUCTILE IRON, 200 mm | | | 0024 732-91742 1.000 EACH| 2315.00000 2315.00| 2195.00000 2195.00| FIRE HYDRANT | | | 0025 732-96629 140.000 m | 81.70000 11438.00| 53.10000 7434.00| WATER LINE, 25 mm | | | 0026 732-96629 735.000 m | 150.00000 110250.00| 59.00000 43365.00| WATER LINE, 25 mm , BORED | | | 0027 801-06640 17.000 EACH| 90.00000 1530.00| 85.00000 1445.00| CONSTRUCTION SIGN, A | | | 0028 801-06645 2.000 EACH| 40.00000 80.00| 35.00000 70.00| CONSTRUCTION SIGN, B | | | 0029 801-06775 LUMP| 43500.00000 43500.00| 16000.00000 16000.00| MAINTAINING TRAFFIC | | | 0030 801-07119 19.000 m | 31.50000 598.50| 20.00000 380.00| BARRICADE, III-B | | | 0031 802-05701 25.000 m | 20.00000 500.00| 29.52000 738.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0032 802-76025 1.750 m2 | 156.10000 273.18| 96.88000 169.54| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0033 805-06592 500.000 m | 30.00000 15000.00| 26.24000 13120.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 165 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 568,398.62 ROUTE : 2 CALL ORDER : 165 CONTRACT ID : R -26852-B COUNTIES : LAKE LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 | |BUCKO CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 805-86838 2000.000 m | 2.80000 5600.00| 3.28000 6560.00| WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0035 805-86920 39.000 EACH| 26.60000 1037.40| 15.00000 585.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0036 805-86925 4.000 EACH| 14.40000 57.60| 20.00000 80.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0037 805-86930 39.000 EACH| 27.60000 1076.40| 15.00000 585.00| INSULATING LINK, NOT WATERPROOFED | | | 0038 805-86935 4.000 EACH| 17.30000 69.20| 20.00000 80.00| INSULATING LINK, WATERPROOFED | | | 0039 805-98336 440.000 m | 11.80000 5192.00| 11.48000 5051.20| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0040 807-02191 3.000 EACH| 680.00000 2040.00| 550.00000 1650.00| HANDHOLE, LIGHTING | | | 0041 807-03738 15.000 EACH| 1920.00000 28800.00| 1760.00000 26400.00| LIGHT POLE ASSEMBLY, STREET | | | 0042 807-03950 15.000 EACH| 1350.00000 20250.00| 1069.00000 16035.00| LUMINAIRE, ORNAMENTAL | | | 0043 807-04653 15.000 EACH| 350.00000 5250.00| 450.00000 6750.00| LIGHTING FOUNDATION | | | 0044 807-86810 1.000 EACH| 3680.00000 3680.00| 2400.00000 2400.00| SERVICE POINT, II | | | 0045 807-86910 15.000 EACH| 25.30000 379.50| 25.00000 375.00| CONNECTOR KIT, UNFUSED | | | 0046 807-86915 15.000 EACH| 30.50000 457.50| 25.00000 375.00| CONNECTOR KIT, FUSED | | | 0047 808-06703 175.000 m | 1.31000 229.25| 2.10000 367.50| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0048 808-06705 13.000 m | 2.62000 34.06| 4.15000 53.95| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0049 808-75245 470.000 m | 1.31000 615.70| 2.10000 987.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0050 808-75260 45.000 m | 3.90000 175.50| 6.25000 281.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0051 808-75297 14.000 m | 10.50000 147.00| 12.50000 175.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 165 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 568,398.62 ROUTE : 2 CALL ORDER : 165 CONTRACT ID : R -26852-B COUNTIES : LAKE LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 | |BUCKO CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-75300 205.000 m | 1.95000 399.75| 3.15000 645.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0053 808-75320 3.000 EACH| 45.00000 135.00| 55.00000 165.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0054 808-75325 2.000 EACH| 55.00000 110.00| 75.00000 150.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0055 808-95933 12.000 m | 19.00000 228.00| 15.00000 180.00| CURB PAINTING, YELLOW | | | 0056 808-97664 2.000 EACH| 55.00000 110.00| 85.00000 170.00| PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 568,994.30| $ 570,560.19| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 568,994.30| $ 570,560.19| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0703238 0703247 0703238 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL $ 27,560,129.00 100.0000% 2 35-0175870 BERNS CONSTRUCTION COMPANY INC. $ 29,719,017.84 107.8333% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 30,287,473.65 109.8959% 4 35-1139301 E & B PAVING, INC. $ 31,013,433.18 112.5300% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 32,682,131.14 118.5848% ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0175870 |(3) 35-0918397 |WALSH CONSTR CO. OF ILL |BERNS 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 FORCE MAIN RELOCATION | | | 0001 105-06845 LUMP| 410000.00000 410000.00| 445000.00000 445000.00| 400000.00000 400000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07570 20.000 MOS | 1715.00000 34300.00| 1325.00000 26500.00| 1900.00000 38000.00 FIELD OFFICE , FURNITURE AND EQUIPMENT | | | ONLY | | | 0003 110-01001 LUMP| 1400000.00000 1400000.00| 1485950.00000 1485950.00| 1400000.00000 1400000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 280000.00000 280000.00| 254000.00000 254000.00| 300000.00000 300000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 125000.00000 125000.00| 84495.05000 84495.05| 140000.00000 140000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 6B | | | 0006 202-93763 6.000 EACH| 1200.00000 7200.00| 400.00000 2400.00| 1600.00000 9600.00 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0007 202-99626 2.000 EACH| 5500.00000 11000.00| 320.00000 640.00| 6500.00000 13000.00 FOUNDATION FOR SIGNING, REMOVE | | | 0008 203-02000 271431.000 CYS | 4.00000 1085724.00| 5.78000 1568871.18| 7.80000 2117161.80 EXCAVATION, COMMON | | | 0009 205-06930 13.000 TON | 75.00000 975.00| 44.00000 572.00| 44.00000 572.00 SPLASHPAD, RIPRAP | | | 0010 205-06931 554.000 TON | 45.00000 24930.00| 26.00000 14404.00| 26.00000 14404.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06933 81.000 EACH| 50.00000 4050.00| 50.00000 4050.00| 52.00000 4212.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0175870 |(3) 35-0918397 |WALSH CONSTR CO. OF ILL |BERNS CONSTRUCTION COMPANY I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-06935 1.000 EACH| 0.01000 0.01| 7700.00000 7700.00| 8000.00000 8000.00 TEMPORARY SEDIMENT BASIN | | | 0014 205-06935 1.000 EACH| 2000.00000 2000.00| 600.00000 600.00| 600.00000 600.00 TEMPORARY SEDIMENT BASIN , REMOVE | | | 0015 205-06936 714.000 TON | 25.00000 17850.00| 22.00000 15708.00| 22.00000 15708.00 TEMPORARY SEDIMENT TRAP | | | 0016 205-06938 162.000 LFT | 25.00000 4050.00| 12.00000 1944.00| 12.00000 1944.00 TEMPORARY SLOPE DRAIN | | | 0017 206-51215 2000.000 CYS | 12.00000 24000.00| 9.50000 19000.00| 9.50000 19000.00 EXCAVATION, X | | | 0018 207-07498 410328.000 SYS | 2.75000 1128402.00| 2.75000 1128402.00| 2.80000 1148918.40 SUBGRADE TREATMENT, TYPE A | | | 0019 210-07769 5075.000 SFT | 1.25000 6343.75| 1.80000 9135.00| 1.80000 9135.00 BOND BREAK, MATERIAL , 1/4 IN. | | | 0021 211-07454 47737.000 CYS | 12.00000 572844.00| 12.60000 601486.20| 13.00000 620581.00 STRUCTURE BACKFILL | | | 0022 301-07448 55616.000 TON | 11.00000 611776.00| 12.65000 703542.40| 11.00000 611776.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-06464 91875.000 CYS | 22.00000 2021250.00| 24.00000 2205000.00| 27.00000 2480625.00 SUBBASE FOR PCCP | | | 0024 303-05963 2345.000 CYS | 26.00000 60970.00| 31.00000 72695.00| 26.00000 60970.00 AGGREGATE , NO. 11, FOR SUBGRADE DRAINS | | | 0025 303-05963 641.000 CYS | 22.00000 14102.00| 27.00000 17307.00| 28.00000 17948.00 AGGREGATE , NO. 53, FOR SUBGRADE DRAINS | | | 0026 304-07489 33.000 TON | 430.60000 14209.80| 300.00000 9900.00| 120.00000 3960.00 HMA PATCHING, TYPE A | | | 0027 304-07491 30.000 TON | 430.60000 12918.00| 300.00000 9000.00| 130.00000 3900.00 HMA PATCHING, TYPE C | | | 0028 501-06266 LUMP| 15000.00000 15000.00| 17000.00000 17000.00| 19000.00000 19000.00 PROFILOGRAPH, PCCP | | | 0029 501-06325 76774.000 SYS | 28.00000 2149672.00| 26.60000 2042188.40| 28.00000 2149672.00 QC/QA-PCCP, 14 IN. | | | 0030 501-06325 2302.000 SYS | 55.00000 126610.00| 78.25000 180131.50| 71.00000 163442.00 QC/QA-PCCP, 14 IN. , REINFORCED | | | 0031 501-06326 270399.000 SYS | 28.50000 7706371.50| 26.62000 7198021.38| 25.00000 6759975.00 QC/QA-PCCP, 15 IN. | | | 0032 501-06914 986.000 SYS | 67.00000 66062.00| 95.25000 93916.50| 82.00000 80852.00 QC/QA PCCP , 18 IN., REINFORCED | | | 0033 502-07744 69889.000 SYS | 10.00000 698890.00| 26.62000 1860445.18| 24.00000 1677336.00 PRS-PCCP, 15 IN. | | | 0034 503-05240 206925.000 LFT | 6.00000 1241550.00| 6.00000 1241550.00| 6.10000 1262242.50 D-1 CONTRACTION JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0175870 |(3) 35-0918397 |WALSH CONSTR CO. OF ILL |BERNS CONSTRUCTION COMPANY I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-01522 9.000 EACH| 1160.00000 10440.00| 1160.00000 10440.00| 1200.00000 10800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0036 601-03464 1.000 EACH| 50.00000 50.00| 38.00000 38.00| 40.00000 40.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0037 601-06228 1.000 EACH| 55025.00000 55025.00| 55025.00000 55025.00| 57000.00000 57000.00 IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0038 601-06241 2.000 EACH| 37400.00000 74800.00| 37400.00000 74800.00| 39000.00000 78000.00 IMPACT ATTENUATOR, R1, W3, TL-3 | | | 0039 601-06246 3.000 EACH| 35050.00000 105150.00| 35050.00000 105150.00| 36000.00000 108000.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0040 601-06248 1.000 EACH| 37500.00000 37500.00| 37500.00000 37500.00| 39000.00000 39000.00 IMPACT ATTENUATOR, R2, W3, TL-3 | | | 0041 601-94689 10.000 EACH| 1710.00000 17100.00| 1710.00000 17100.00| 1800.00000 18000.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 4952.000 LFT | 8.30000 41101.60| 8.30000 41101.60| 8.60000 42587.20 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0043 601-99106 603.000 LFT | 13.15000 7929.45| 13.15000 7929.45| 14.00000 8442.00 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0044 602-06639 400.000 LFT | 30.00000 12000.00| 9.15000 3660.00| 25.00000 10000.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0045 602-06646 1000.000 LFT | 15.00000 15000.00| 7.75000 7750.00| 20.00000 20000.00 TEMPORARY CONCRETE BARRIER | | | 0046 602-06729 938.000 EACH| 6.75000 6331.50| 5.00000 4690.00| 7.30000 6847.40 BARRIER DELINEATOR | | | 0047 602-06944 8651.000 LFT | 30.00000 259530.00| 34.15000 295431.65| 45.00000 389295.00 BARRIER, CONCRETE, 33 IN. | | | 0048 602-06977 6880.000 LFT | 78.00000 536640.00| 141.15000 971112.00| 160.00000 1100800.00 BARRIER, CONCRETE, 33 IN., MODIFIED | | | 0050 605-06095 2459.000 LFT | 3.50000 8606.50| 6.00000 14754.00| 11.00000 27049.00 CURB, INTEGRAL, B, CONCRETE | | | 0051 605-06120 204.000 LFT | 20.00000 4080.00| 15.00000 3060.00| 25.00000 5100.00 CURB, CONCRETE | | | 0052 607-06360 347.000 LFT | 35.00000 12145.00| 35.00000 12145.00| 48.00000 16656.00 PAVED SIDE DITCH, F | | | 0053 616-02320 5081.000 SYS | 1.00000 5081.00| 1.15000 5843.15| 1.20000 6097.20 GEOTEXTILES | | | 0054 616-02320 32759.000 SYS | 0.59000 19327.81| 0.80000 26207.20| 1.00000 32759.00 GEOTEXTILES FOR SUBGRADE DRAIN | | | 0055 616-05688 1065.000 TON | 20.00000 21300.00| 25.00000 26625.00| 25.00000 26625.00 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0175870 |(3) 35-0918397 |WALSH CONSTR CO. OF ILL |BERNS CONSTRUCTION COMPANY I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 616-05689 112.000 TON | 20.00000 2240.00| 35.00000 3920.00| 35.00000 3920.00 RIPRAP, CLASS 2 | | | 0057 616-06405 2700.000 TON | 20.00000 54000.00| 24.00000 64800.00| 24.00000 64800.00 RIPRAP, REVETMENT | | | 0058 621-02770 218.000 SYS | 1.55000 337.90| 1.55000 337.90| 1.60000 348.80 EROSION CONTROL BLANKET | | | 0059 621-06545 18.000 TON | 352.00000 6336.00| 352.00000 6336.00| 370.00000 6660.00 FERTILIZER | | | 0060 621-06554 6536.000 LBS | 2.02000 13202.72| 2.02000 13202.72| 2.10000 13725.60 SEED MIXTURE, U | | | 0061 621-06565 86.000 TON | 378.00000 32508.00| 378.00000 32508.00| 390.00000 33540.00 MULCHING MATERIAL | | | 0062 621-06567 146.000 MG | 2.00000 292.00| 2.00000 292.00| 2.10000 306.60 WATER | | | 0064 621-06574 29626.000 SYS | 2.45000 72583.70| 2.45000 72583.70| 2.60000 77027.60 SODDING | | | 0065 621-07188 1136.000 LFT | 2.50000 2840.00| 2.50000 2840.00| 2.60000 2953.60 COMPOST FILTER BERM | | | 0066 702-51010 415.000 CYS | 200.00000 83000.00| 315.00000 130725.00| 320.00000 132800.00 CONCRETE, B, ABOVE FOOTINGS | | | 0067 702-51015 4831.000 CYS | 100.00000 483100.00| 125.00000 603875.00| 130.00000 628030.00 CONCRETE, B, FOOTINGS | | | 0068 702-51046 282.000 CYS | 115.00000 32430.00| 100.00000 28200.00| 160.00000 45120.00 CONCRETE, FOUNDATION SEAL | | | 0069 703-51030 347511.000 LBS | 0.36000 125103.96| 0.45000 156379.95| 0.66000 229357.26 REINFORCING STEEL | | | 0070 703-97936 5544.000 EACH| 22.07000 122356.08| 22.00000 121968.00| 22.00000 121968.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0072 706-05734 11.000 EACH| 1600.00000 17600.00| 1315.00000 14465.00| 1200.00000 13200.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0073 706-51025 2730.000 LFT | 52.00000 141960.00| 28.40000 77532.00| 29.00000 79170.00 CONCRETE, C, RAILING | | | 0074 709-07733 LUMP| 9664.00000 9664.00| 5600.00000 5600.00| 5600.00000 5600.00 ANTI-GRAFFITI COAT | | | 0075 709-51821 LUMP| 6142.50000 6142.50| 7600.00000 7600.00| 7600.00000 7600.00 SURFACE SEAL | | | 0076 709-98224 15420.000 SFT | 3.64000 56128.80| 3.00000 46260.00| 3.10000 47802.00 WATERPROOF MEMBRANE | | | 0077 714-01634 1062.000 LFT | 300.00000 318600.00| 315.00000 334530.00| 320.00000 339840.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 4 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0175870 |(3) 35-0918397 |WALSH CONSTR CO. OF ILL |BERNS CONSTRUCTION COMPANY I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 714-26702 245.000 LFT | 240.00000 58800.00| 255.00000 62475.00| 260.00000 63700.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0079 715-04482 9.000 EACH| 300.00000 2700.00| 780.00000 7020.00| 780.00000 7020.00 PIPE CONNECTION COLLAR AND PAD | | | 0080 715-04612 191.000 LFT | 130.00000 24830.00| 150.00000 28650.00| 150.00000 28650.00 PIPE , HDPE, 48 IN. | | | 0081 715-04612 4799.000 LFT | 10.34000 49621.66| 10.00000 47990.00| 8.90000 42711.10 PIPE , SUBGRADE DRAIN OUTLET, 6 IN. | | | 0082 715-04612 147.000 LFT | 142.89000 21004.83| 95.00000 13965.00| 95.00000 13965.00 PIPE , TYPE 1, DEFORMED, MIN. AREA 7.9 | | | SFT. | | | 0083 715-04612 1065.000 LFT | 196.69000 209474.85| 170.00000 181050.00| 170.00000 181050.00 PIPE , TYPE 2, CIRCULAR, 78 IN. | | | 0084 715-04612 29688.000 LFT | 1.80000 53438.40| 2.00000 59376.00| 1.40000 41563.20 PIPE , TYPE 4, CIRCULAR, 6 IN., | | | SUBGRADE DRAIN | | | 0085 715-04612 2549.000 LFT | 60.28000 153653.72| 60.00000 152940.00| 60.00000 152940.00 PIPE , TYPE HDPE, 20 IN. | | | 0086 715-04629 3.000 EACH| 340.66000 1021.98| 770.00000 2310.00| 770.00000 2310.00 PIPE , TEMPORARY PLUG AND COVER | | | 0087 715-05024 1267.000 LFT | 39.87000 50515.29| 53.00000 67151.00| 53.00000 67151.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0088 715-05048 106090.000 LFT | 1.66000 176109.40| 1.75000 185657.50| 1.40000 148526.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0089 715-05053 13265.000 LFT | 11.11000 147374.15| 10.00000 132650.00| 8.90000 118058.50 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0090 715-05121 114.000 LFT | 20.82000 2373.48| 29.00000 3306.00| 29.00000 3306.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0091 715-05127 217.000 LFT | 48.42000 10507.14| 64.00000 13888.00| 64.00000 13888.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0092 715-05133 755.000 LFT | 96.95000 73197.25| 96.00000 72480.00| 96.00000 72480.00 PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0093 715-05149 916.000 LFT | 16.84000 15425.44| 21.00000 19236.00| 21.00000 19236.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0094 715-05151 4414.000 LFT | 16.78000 74066.92| 24.00000 105936.00| 24.00000 105936.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0095 715-05152 4737.000 LFT | 20.92000 99098.04| 26.00000 123162.00| 26.00000 123162.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0096 715-05154 4510.000 LFT | 30.08000 135660.80| 34.00000 153340.00| 34.00000 153340.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0175870 |(3) 35-0918397 |WALSH CONSTR CO. OF ILL |BERNS CONSTRUCTION COMPANY I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 715-05156 1234.000 LFT | 39.11000 48261.74| 43.00000 53062.00| 43.00000 53062.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0098 715-05161 573.000 LFT | 78.93000 45226.89| 74.00000 42402.00| 74.00000 42402.00 PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0099 715-05162 428.000 LFT | 97.26000 41627.28| 87.00000 37236.00| 87.00000 37236.00 PIPE, TYPE 2, CIRCULAR, 54 IN. | | | 0100 715-05163 1484.000 LFT | 117.54000 174429.36| 137.00000 203308.00| 140.00000 207760.00 PIPE, TYPE 2, CIRCULAR, 60 IN. | | | 0101 715-05165 1210.000 LFT | 179.08000 216686.80| 180.00000 217800.00| 180.00000 217800.00 PIPE, TYPE 2, CIRCULAR, 72 IN. | | | 0102 715-05249 180.000 LFT | 103.25000 18585.00| 174.00000 31320.00| 170.00000 30600.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 18.1 | | | SFT. | | | 0103 715-05422 8358.000 LFT | 46.51000 388730.58| 48.00000 401184.00| 54.00000 451332.00 PIPE, SLOTTED DRAIN, 12 IN. | | | 0104 715-06358 6.000 EACH| 871.84000 5231.04| 2000.00000 12000.00| 2000.00000 12000.00 CONCRETE ANCHOR, 78 IN. | | | 0105 715-26751 1.000 EACH| 6350.83000 6350.83| 6000.00000 6000.00| 6000.00000 6000.00 GRATED BOX END SECTION, II, 6:1, 42 IN. | | | X 29 IN. | | | 0106 715-26763 1.000 EACH| 11190.01000 11190.01| 16000.00000 16000.00| 16000.00000 16000.00 GRATED BOX END SECTION, II, 10:1, 71 IN.| | | X 47 IN. | | | 0107 715-46040 1.000 EACH| 750.00000 750.00| 1020.00000 1020.00| 1000.00000 1000.00 PIPE END SECTION, 36 IN. | | | 0109 718-06528 44.000 EACH| 740.00000 32560.00| 400.00000 17600.00| 570.00000 25080.00 OUTLET PROTECTOR, 1 | | | 0110 718-06529 1.000 EACH| 800.00000 800.00| 475.00000 475.00| 520.00000 520.00 OUTLET PROTECTOR, 2 | | | 0111 718-06531 12.000 EACH| 800.00000 9600.00| 300.00000 3600.00| 470.00000 5640.00 OUTLET PROTECTOR, 3 | | | 0112 718-06532 9900.000 LFT | 1.00000 9900.00| 0.90000 8910.00| 0.94000 9306.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0113 718-52610 11758.000 CYS | 22.33000 262556.14| 28.00000 329224.00| 26.00000 305708.00 AGGREGATE FOR UNDERDRAINS | | | 0114 718-99153 57001.000 SYS | 5.00000 285005.00| 0.80000 45600.80| 1.00000 57001.00 GEOTEXTILES FOR UNDERDRAIN | | | 0115 720-01059 1.000 EACH| 7470.23000 7470.23| 13600.00000 13600.00| 14000.00000 14000.00 MANHOLE, E4, DROP | | | 0116 720-06607 19.000 EACH| 1119.31000 21266.89| 1250.00000 23750.00| 910.00000 17290.00 SLOTTED DRAIN CLEANOUT PORT, TYPE II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0175870 |(3) 35-0918397 |WALSH CONSTR CO. OF ILL |BERNS CONSTRUCTION COMPANY I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 720-06607 9.000 EACH| 1220.08000 10980.72| 1300.00000 11700.00| 1000.00000 9000.00 SLOTTED DRAIN CLEANOUT PORT, TYPE II, | | | MODIFIED | | | 0118 720-07301 3.000 EACH| 1682.15000 5046.45| 3350.00000 10050.00| 3400.00000 10200.00 INLET TYPE HA | | | 0119 720-44000 5.000 EACH| 563.83000 2819.15| 550.00000 2750.00| 550.00000 2750.00 CASTING, ADJUST TO GRADE | | | 0120 720-45041 4.000 EACH| 2207.38000 8829.52| 3350.00000 13400.00| 3400.00000 13600.00 INLET, H5 | | | 0121 720-45042 28.000 EACH| 1755.53000 49154.84| 3350.00000 93800.00| 3400.00000 95200.00 INLET, HA5 , MODIFIED | | | 0122 720-45042 12.000 EACH| 2868.33000 34419.96| 4850.00000 58200.00| 5200.00000 62400.00 INLET, HA5 , WITH SLOTTED DRAIN, | | | MODIFIED | | | 0123 720-45065 17.000 EACH| 3180.78000 54073.26| 2350.00000 39950.00| 2400.00000 40800.00 INLET, N12 | | | 0124 720-45066 4.000 EACH| 3180.78000 12723.12| 2820.00000 11280.00| 2800.00000 11200.00 INLET, N12, MODIFIED | | | 0125 720-45141 27.000 EACH| 2611.49000 70510.23| 3685.00000 99495.00| 3700.00000 99900.00 INLET, H5, MODIFIED | | | 0126 720-45410 4.000 EACH| 2138.94000 8555.76| 1750.00000 7000.00| 1800.00000 7200.00 MANHOLE, C4 | | | 0127 720-45415 6.000 EACH| 2855.48000 17132.88| 6875.00000 41250.00| 6900.00000 41400.00 MANHOLE, D4 | | | 0128 720-45416 6.000 EACH| 6605.48000 39632.88| 9610.00000 57660.00| 9600.00000 57600.00 MANHOLE, E4 | | | 0129 720-45425 15.000 EACH| 8755.83000 131337.45| 11900.00000 178500.00| 12000.00000 180000.00 MANHOLE, F4 | | | 0130 720-91973 9.000 EACH| 3232.19000 29089.71| 3040.00000 27360.00| 3000.00000 27000.00 MANHOLE, H4 | | | 0131 720-92025 1.000 EACH| 3035.48000 3035.48| 7115.00000 7115.00| 7100.00000 7100.00 MANHOLE, D2 | | | 0132 720-92025 1.000 EACH| 3430.48000 3430.48| 7580.00000 7580.00| 7600.00000 7600.00 MANHOLE, D2 , DROP, MODIFIED | | | 0133 720-94906 3.000 EACH| 1397.54000 4192.62| 2000.00000 6000.00| 2000.00000 6000.00 INLET, X5 | | | 0135 720-94906 61.000 EACH| 1463.20000 89255.20| 2215.00000 135115.00| 2200.00000 134200.00 INLET, X5 , MODIFIED | | | 0136 720-98068 2.000 EACH| 6017.14000 12034.28| 9985.00000 19970.00| 10000.00000 20000.00 MANHOLE, E2 | | | 0137 728-98377 LUMP| 11100.70000 11100.70| 10300.00000 10300.00| 10000.00000 10000.00 MASONRY COATING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0175870 |(3) 35-0918397 |WALSH CONSTR CO. OF ILL |BERNS CONSTRUCTION COMPANY I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 732-04985 1.000 EACH| 5300.00000 5300.00| 3150.00000 3150.00| 4100.00000 4100.00 VAULT , ATMS | | | 0139 801-06202 96.000 LFT | 12.00000 1152.00| 29.10000 2793.60| 49.00000 4704.00 TEMPORARY PANEL SIGN SUPPORTS | | | 0140 801-06203 1482.000 LFT | 1.00000 1482.00| 0.10000 148.20| 0.10000 148.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0141 801-06586 452.000 LFT | 1.00000 452.00| 0.20000 90.40| 0.21000 94.92 TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0142 801-06640 8.000 EACH| 134.00000 1072.00| 134.00000 1072.00| 160.00000 1280.00 CONSTRUCTION SIGN, A | | | 0143 801-06640 5.000 EACH| 300.00000 1500.00| 155.00000 775.00| 160.00000 800.00 CONSTRUCTION SIGN, A , LEAVE IN PLACE | | | 0144 801-06775 LUMP| 32013.49000 32013.49| 174400.00000 174400.00| 8100.00000 8100.00 MAINTAINING TRAFFIC | | | 0145 801-95580 1800.000 LFT | 9.56000 17208.00| 22.80000 41040.00| 25.00000 45000.00 TEMPORARY CONCRETE BARRIER, LEAVE IN | | | PLACE | | | 0146 802-03821 4.000 EACH| 400.00000 1600.00| 220.00000 880.00| 290.00000 1160.00 SIGN, SHEET WITH LEGEND | | | 0147 802-07158 2.000 EACH| 14777.67000 29555.34| 6950.00000 13900.00| 4600.00000 9200.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I , MODIFIED | | | 0148 802-07271 1.000 EACH| 10710.68000 10710.68| 8500.00000 8500.00| 9500.00000 9500.00 BOX TRUSS SIGN FOUNDATION, V-A | | | 0149 802-07272 2.000 EACH| 11672.12000 23344.24| 8020.00000 16040.00| 9500.00000 19000.00 BOX TRUSS SIGN FOUNDATION, V-B , | | | MODIFIED | | | 0150 802-07282 3.000 EACH| 11708.74000 35126.22| 8000.00000 24000.00| 9000.00000 27000.00 BOX TRUSS SIGN FOUNDATION, VI-B , | | | MODIFIED | | | 0151 802-97059 2.000 EACH| 1240.00000 2480.00| 560.00000 1120.00| 1200.00000 2400.00 SIGN AND SUPPORTS, WIDE FLANGE, RESET | | | 0153 805-06592 23157.000 LFT | 10.80000 250095.60| 11.00000 254727.00| 10.00000 231570.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0154 805-06595 1494.000 LFT | 8.90000 13296.60| 5.10000 7619.40| 8.40000 12549.60 CONDUIT, PVC, 2 IN. , IN TRENCH | | | 0155 805-06600 7229.000 LFT | 19.40000 140242.60| 15.50000 112049.50| 24.00000 173496.00 CONDUIT, PVC, 3 IN. , CONCRETE ENCASED | | | 0156 805-07759 1088.000 LFT | 88.00000 95744.00| 61.20000 66585.60| 62.00000 67456.00 DUCTBANK, 6-WAY, 6 IN. DIA. | | | 0157 805-86900 76.000 EACH| 980.00000 74480.00| 460.00000 34960.00| 430.00000 32680.00 JUNCTION BOX , LIGHTING, 12 IN. X 12 IN.| | | X 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0175870 |(3) 35-0918397 |WALSH CONSTR CO. OF ILL |BERNS CONSTRUCTION COMPANY I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0158 805-86900 10.000 EACH| 980.00000 9800.00| 310.00000 3100.00| 390.00000 3900.00 JUNCTION BOX , LIGHTING, 12" X 12" X 6" | | | 0159 805-95568 702.000 LFT | 21.00000 14742.00| 17.00000 11934.00| 30.00000 21060.00 CONDUIT, PVC, 4 IN. , MULTI-CELL, | | | CONCRETE ENCASED | | | 0160 805-95568 479.000 LFT | 12.40000 5939.60| 10.50000 5029.50| 25.00000 11975.00 CONDUIT, PVC, 4 IN. , MULTI-CELL, IN | | | TRENCH | | | 0161 805-96014 807.000 LFT | 3.00000 2421.00| 4.00000 3228.00| 5.20000 4196.40 SAW CUT, FULL DEPTH | | | 0162 807-02191 10.000 EACH| 940.00000 9400.00| 500.00000 5000.00| 750.00000 7500.00 HANDHOLE, LIGHTING | | | 0163 807-04653 59.000 EACH| 1695.27000 100020.93| 420.00000 24780.00| 1000.00000 59000.00 LIGHTING FOUNDATION , CONCRETE MEDIAN | | | WALL, WITH GROUNDING | | | 0164 807-78590 61.000 EACH| 870.00000 53070.00| 680.00000 41480.00| 750.00000 45750.00 HANDHOLE , ATMS | | | 0165 808-06716 797.000 LFT | 2.00000 1594.00| 0.39000 310.83| 0.41000 326.77 LINE, REMOVE | | | 0166 603-03829 776.000 LFT | 13.40000 10398.40| 13.40000 10398.40| 14.00000 10864.00 FENCE , SECURITY, RESET | | | 0167 621-01004 2.000 EACH| 450.00000 900.00| 275.00000 550.00| 290.00000 580.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0169 205-06935 1.000 EACH| 4957.08000 4957.08| 7000.00000 7000.00| 3500.00000 3500.00 TEMPORARY SEDIMENT BASIN , INSTALLED | | | 0170 210-07804 1.000 EACH| 151300.00000 151300.00| 98890.00000 98890.00| 90000.00000 90000.00 AUTOMATIC TRAFFIC RECORDER STATION | | | 0171 802-74046 1.000 EACH| 530.00000 530.00| 200.00000 200.00| 330.00000 330.00 SIGN ASSEMBLY, U CHANNEL POSTS, RELOCATE| | | 0172 205-07802 16.000 MOS | 2600.00000 41600.00| 5000.00000 80000.00| 2300.00000 36800.00 EROSION CONTROL , MAINTAINED | | | 0173 108-01614 LUMP| 7750.00000 7750.00| 7500.00000 7500.00| 13000.00000 13000.00 PARTNERING OVERHEAD | | | 0174 210-07805 2925.000 LFT | 3.25000 9506.25| 4.00000 11700.00| 4.00000 11700.00 WATERSTOP , TYPE RX | | | 0175 715-04612 165.000 LFT | 50.00000 8250.00| 180.00000 29700.00| 190.00000 31350.00 PIPE , CASING, 30 IN. | | | 0176 501-06727 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 5300.00000 5300.00 CORING, PCCP | | | 0177 202-02241 230.000 LFT | 7.00000 1610.00| 1.50000 345.00| 3.10000 713.00 GUARDRAIL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-0175870 |(3) 35-0918397 |WALSH CONSTR CO. OF ILL |BERNS CONSTRUCTION COMPANY I|RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0178 206-51230 8316.000 CYS | 12.00000 99792.00| 10.00000 83160.00| 13.00000 108108.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0179 210-07807 80.000 MOS | 115.11000 9208.80| 100.00000 8000.00| 500.00000 40000.00 TEMPORARY SEDIMENT BASIN, MAINTAINED | | | 0180 802-07282 1.000 EACH| 15414.76000 15414.76| 6840.00000 6840.00| 10000.00000 10000.00 BOX TRUSS SIGN FOUNDATION, VI-B , | | | MODIFIED, SPECIAL | | | SECTION TOTALS | $ 27,560,129.00| $ 29,719,017.84| $ 30,287,473.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 27,560,129.00| $ 29,719,017.84| $ 30,287,473.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 | |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FORCE MAIN RELOCATION | | | 0001 105-06845 LUMP| 339133.77000 339133.77| 391742.00000 391742.00| CONSTRUCTION ENGINEERING | | | 0002 105-07570 20.000 MOS | 729.00000 14580.00| 3975.15000 79503.00| FIELD OFFICE , FURNITURE AND EQUIPMENT | | | ONLY | | | 0003 110-01001 LUMP| 1550671.66000 1550671.66| 1402328.00000 1402328.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 310134.33000 310134.33| 127350.08000 127350.08| CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 90617.03000 90617.03| 75241.68000 75241.68| PRESENT STRUCTURE, REMOVE , STR. NO. 6B | | | 0006 202-93763 6.000 EACH| 1581.68000 9490.08| 412.36000 2474.16| LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0007 202-99626 2.000 EACH| 6630.00000 13260.00| 329.89000 659.78| FOUNDATION FOR SIGNING, REMOVE | | | 0008 203-02000 271431.000 CYS | 6.91000 1875588.21| 6.53000 1772444.43| EXCAVATION, COMMON | | | 0009 205-06930 13.000 TON | 44.88000 583.44| 61.00000 793.00| SPLASHPAD, RIPRAP | | | 0010 205-06931 554.000 TON | 26.52000 14692.08| 32.00000 17728.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06933 81.000 EACH| 51.00000 4131.00| 51.55000 4175.55| TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06935 1.000 EACH| 7854.00000 7854.00| 3100.00000 3100.00| TEMPORARY SEDIMENT BASIN | | | 0014 205-06935 1.000 EACH| 612.00000 612.00| 2700.00000 2700.00| TEMPORARY SEDIMENT BASIN , REMOVE | | | 0015 205-06936 714.000 TON | 22.44000 16022.16| 44.00000 31416.00| TEMPORARY SEDIMENT TRAP | | | 0016 205-06938 162.000 LFT | 12.24000 1982.88| 65.00000 10530.00| TEMPORARY SLOPE DRAIN | | | 0017 206-51215 2000.000 CYS | 9.69000 19380.00| 11.01000 22020.00| EXCAVATION, X | | | 0018 207-07498 410328.000 SYS | 3.11000 1276120.08| 3.50000 1436148.00| SUBGRADE TREATMENT, TYPE A | | | 0019 210-07769 5075.000 SFT | 1.20000 6090.00| 1.20000 6090.00| BOND BREAK, MATERIAL , 1/4 IN. | | | 0021 211-07454 47737.000 CYS | 15.13000 722260.81| 15.90000 759018.30| STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 | |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 301-07448 55616.000 TON | 12.18000 677402.88| 10.48000 582855.68| COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-06464 91875.000 CYS | 23.64000 2171925.00| 24.32000 2234400.00| SUBBASE FOR PCCP | | | 0024 303-05963 2345.000 CYS | 31.62000 74148.90| 25.41000 59586.45| AGGREGATE , NO. 11, FOR SUBGRADE DRAINS | | | 0025 303-05963 641.000 CYS | 27.54000 17653.14| 22.96000 14717.36| AGGREGATE , NO. 53, FOR SUBGRADE DRAINS | | | 0026 304-07489 33.000 TON | 245.00000 8085.00| 175.00000 5775.00| HMA PATCHING, TYPE A | | | 0027 304-07491 30.000 TON | 245.00000 7350.00| 190.00000 5700.00| HMA PATCHING, TYPE C | | | 0028 501-06266 LUMP| 19978.25000 19978.25| 51545.00000 51545.00| PROFILOGRAPH, PCCP | | | 0029 501-06325 76774.000 SYS | 27.13000 2082878.62| 25.77000 1978465.98| QC/QA-PCCP, 14 IN. | | | 0030 501-06325 2302.000 SYS | 81.15000 186807.30| 67.01000 154257.02| QC/QA-PCCP, 14 IN. , REINFORCED | | | 0031 501-06326 270399.000 SYS | 26.63000 7200725.37| 27.58000 7457604.42| QC/QA-PCCP, 15 IN. | | | 0032 501-06914 986.000 SYS | 113.47000 111881.42| 77.32000 76237.52| QC/QA PCCP , 18 IN., REINFORCED | | | 0033 502-07744 69889.000 SYS | 26.63000 1861144.07| 29.90000 2089681.10| PRS-PCCP, 15 IN. | | | 0034 503-05240 206925.000 LFT | 6.93000 1433990.25| 7.22000 1493998.50| D-1 CONTRACTION JOINT | | | 0035 601-01522 9.000 EACH| 1183.20000 10648.80| 1195.84000 10762.56| GUARDRAIL TRANSITION TYPE TGB | | | 0036 601-03464 1.000 EACH| 38.76000 38.76| 39.17000 39.17| GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0037 601-06228 1.000 EACH| 56125.50000 56125.50| 58379.31000 58379.31| IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0038 601-06241 2.000 EACH| 38148.00000 76296.00| 40209.70000 80419.40| IMPACT ATTENUATOR, R1, W3, TL-3 | | | 0039 601-06246 3.000 EACH| 35751.00000 107253.00| 37787.09000 113361.27| IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0040 601-06248 1.000 EACH| 38250.00000 38250.00| 40312.79000 40312.79| IMPACT ATTENUATOR, R2, W3, TL-3 | | | 0041 601-94689 10.000 EACH| 1744.20000 17442.00| 1762.84000 17628.40| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 | |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 601-99105 4952.000 LFT | 8.47000 41943.44| 8.56000 42389.12| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0043 601-99106 603.000 LFT | 13.41000 8086.23| 13.56000 8176.68| GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0044 602-06639 400.000 LFT | 8.89000 3556.00| 32.25000 12900.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0045 602-06646 1000.000 LFT | 7.55000 7550.00| 27.24000 27240.00| TEMPORARY CONCRETE BARRIER | | | 0046 602-06729 938.000 EACH| 6.89000 6462.82| 8.35000 7832.30| BARRIER DELINEATOR | | | 0047 602-06944 8651.000 LFT | 33.66000 291192.66| 55.90000 483590.90| BARRIER, CONCRETE, 33 IN. | | | 0048 602-06977 6880.000 LFT | 139.86000 962236.80| 188.99000 1300251.20| BARRIER, CONCRETE, 33 IN., MODIFIED | | | 0050 605-06095 2459.000 LFT | 8.50000 20901.50| 12.37000 30417.83| CURB, INTEGRAL, B, CONCRETE | | | 0051 605-06120 204.000 LFT | 20.00000 4080.00| 30.69000 6260.76| CURB, CONCRETE | | | 0052 607-06360 347.000 LFT | 54.04000 18751.88| 55.07000 19109.29| PAVED SIDE DITCH, F | | | 0053 616-02320 5081.000 SYS | 1.17000 5944.77| 2.25000 11432.25| GEOTEXTILES | | | 0054 616-02320 32759.000 SYS | 0.82000 26862.38| 1.03000 33741.77| GEOTEXTILES FOR SUBGRADE DRAIN | | | 0055 616-05688 1065.000 TON | 25.50000 27157.50| 31.50000 33547.50| RIPRAP, CLASS 1 | | | 0056 616-05689 112.000 TON | 35.70000 3998.40| 39.00000 4368.00| RIPRAP, CLASS 2 | | | 0057 616-06405 2700.000 TON | 24.48000 66096.00| 25.00000 67500.00| RIPRAP, REVETMENT | | | 0058 621-02770 218.000 SYS | 1.58000 344.44| 1.80000 392.40| EROSION CONTROL BLANKET | | | 0059 621-06545 18.000 TON | 359.04000 6462.72| 563.00000 10134.00| FERTILIZER | | | 0060 621-06554 6536.000 LBS | 2.06000 13464.16| 3.40000 22222.40| SEED MIXTURE, U | | | 0061 621-06565 86.000 TON | 385.56000 33158.16| 430.00000 36980.00| MULCHING MATERIAL | | | 0062 621-06567 146.000 MG | 2.04000 297.84| 2.06000 300.76| WATER | | | 0064 621-06574 29626.000 SYS | 2.50000 74065.00| 2.60000 77027.60| SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 | |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 621-07188 1136.000 LFT | 2.55000 2896.80| 3.10000 3521.60| COMPOST FILTER BERM | | | 0066 702-51010 415.000 CYS | 187.41000 77775.15| 250.13000 103803.95| CONCRETE, B, ABOVE FOOTINGS | | | 0067 702-51015 4831.000 CYS | 128.51000 620831.81| 184.76000 892575.56| CONCRETE, B, FOOTINGS | | | 0068 702-51046 282.000 CYS | 165.99000 46809.18| 174.47000 49200.54| CONCRETE, FOUNDATION SEAL | | | 0069 703-51030 347511.000 LBS | 0.67000 232832.37| 0.54000 187655.94| REINFORCING STEEL | | | 0070 703-97936 5544.000 EACH| 19.29000 106943.76| 21.49000 119140.56| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0072 706-05734 11.000 EACH| 1220.83000 13429.13| 1366.85000 15035.35| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0073 706-51025 2730.000 LFT | 27.95000 76303.50| 50.12000 136827.60| CONCRETE, C, RAILING | | | 0074 709-07733 LUMP| 5490.72000 5490.72| 8443.07000 8443.07| ANTI-GRAFFITI COAT | | | 0075 709-51821 LUMP| 7399.46000 7399.46| 5065.84000 5065.84| SURFACE SEAL | | | 0076 709-98224 15420.000 SFT | 3.16000 48727.20| 5.44000 83884.80| WATERPROOF MEMBRANE | | | 0077 714-01634 1062.000 LFT | 335.58000 356385.96| 530.00000 562860.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 4 FT. | | | 0078 714-26702 245.000 LFT | 284.58000 69722.10| 430.00000 105350.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0079 715-04482 9.000 EACH| 795.60000 7160.40| 590.00000 5310.00| PIPE CONNECTION COLLAR AND PAD | | | 0080 715-04612 191.000 LFT | 153.00000 29223.00| 65.00000 12415.00| PIPE , HDPE, 48 IN. | | | 0081 715-04612 4799.000 LFT | 10.20000 48949.80| 8.76000 42039.24| PIPE , SUBGRADE DRAIN OUTLET, 6 IN. | | | 0082 715-04612 147.000 LFT | 96.90000 14244.30| 125.00000 18375.00| PIPE , TYPE 1, DEFORMED, MIN. AREA 7.9 | | | SFT. | | | 0083 715-04612 1065.000 LFT | 173.40000 184671.00| 357.00000 380205.00| PIPE , TYPE 2, CIRCULAR, 78 IN. | | | 0084 715-04612 29688.000 LFT | 2.04000 60563.52| 1.35000 40078.80| PIPE , TYPE 4, CIRCULAR, 6 IN., | | | SUBGRADE DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 | |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 715-04612 2549.000 LFT | 61.20000 155998.80| 114.82000 292676.18| PIPE , TYPE HDPE, 20 IN. | | | 0086 715-04629 3.000 EACH| 785.40000 2356.20| 630.00000 1890.00| PIPE , TEMPORARY PLUG AND COVER | | | 0087 715-05024 1267.000 LFT | 54.06000 68494.02| 62.70000 79440.90| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0088 715-05048 106090.000 LFT | 1.79000 189901.10| 1.35000 143221.50| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0089 715-05053 13265.000 LFT | 10.20000 135303.00| 8.76000 116201.40| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0090 715-05121 114.000 LFT | 29.58000 3372.12| 39.00000 4446.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0091 715-05127 217.000 LFT | 65.28000 14165.76| 79.00000 17143.00| PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0092 715-05133 755.000 LFT | 97.92000 73929.60| 95.00000 71725.00| PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0093 715-05149 916.000 LFT | 21.42000 19620.72| 19.00000 17404.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0094 715-05151 4414.000 LFT | 24.48000 108054.72| 21.50000 94901.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0095 715-05152 4737.000 LFT | 26.52000 125625.24| 25.50000 120793.50| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0096 715-05154 4510.000 LFT | 34.68000 156406.80| 33.70000 151987.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0097 715-05156 1234.000 LFT | 43.86000 54123.24| 46.00000 56764.00| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0098 715-05161 573.000 LFT | 75.48000 43250.04| 76.00000 43548.00| PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0099 715-05162 428.000 LFT | 88.74000 37980.72| 84.00000 35952.00| PIPE, TYPE 2, CIRCULAR, 54 IN. | | | 0100 715-05163 1484.000 LFT | 139.74000 207374.16| 205.00000 304220.00| PIPE, TYPE 2, CIRCULAR, 60 IN. | | | 0101 715-05165 1210.000 LFT | 183.60000 222156.00| 288.00000 348480.00| PIPE, TYPE 2, CIRCULAR, 72 IN. | | | 0102 715-05249 180.000 LFT | 177.48000 31946.40| 125.00000 22500.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 18.1 | | | SFT. | | | 0103 715-05422 8358.000 LFT | 53.04000 443308.32| 52.00000 434616.00| PIPE, SLOTTED DRAIN, 12 IN. | | | 0104 715-06358 6.000 EACH| 2040.00000 12240.00| 3380.00000 20280.00| CONCRETE ANCHOR, 78 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 | |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 715-26751 1.000 EACH| 6120.00000 6120.00| 9380.00000 9380.00| GRATED BOX END SECTION, II, 6:1, 42 IN. | | | X 29 IN. | | | 0106 715-26763 1.000 EACH| 16320.00000 16320.00| 23000.00000 23000.00| GRATED BOX END SECTION, II, 10:1, 71 IN.| | | X 47 IN. | | | 0107 715-46040 1.000 EACH| 1040.40000 1040.40| 630.00000 630.00| PIPE END SECTION, 36 IN. | | | 0109 718-06528 44.000 EACH| 615.06000 27062.64| 567.00000 24948.00| OUTLET PROTECTOR, 1 | | | 0110 718-06529 1.000 EACH| 553.86000 553.86| 515.45000 515.45| OUTLET PROTECTOR, 2 | | | 0111 718-06531 12.000 EACH| 523.26000 6279.12| 463.91000 5566.92| OUTLET PROTECTOR, 3 | | | 0112 718-06532 9900.000 LFT | 0.92000 9108.00| 0.93000 9207.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0113 718-52610 11758.000 CYS | 28.56000 335808.48| 25.51000 299946.58| AGGREGATE FOR UNDERDRAINS | | | 0114 718-99153 57001.000 SYS | 0.82000 46740.82| 1.03000 58711.03| GEOTEXTILES FOR UNDERDRAIN | | | 0115 720-01059 1.000 EACH| 13872.00000 13872.00| 45100.00000 45100.00| MANHOLE, E4, DROP | | | 0116 720-06607 19.000 EACH| 1224.00000 23256.00| 1190.00000 22610.00| SLOTTED DRAIN CLEANOUT PORT, TYPE II | | | 0117 720-06607 9.000 EACH| 1530.00000 13770.00| 1190.00000 10710.00| SLOTTED DRAIN CLEANOUT PORT, TYPE II, | | | MODIFIED | | | 0118 720-07301 3.000 EACH| 3417.00000 10251.00| 2760.00000 8280.00| INLET TYPE HA | | | 0119 720-44000 5.000 EACH| 561.00000 2805.00| 260.00000 1300.00| CASTING, ADJUST TO GRADE | | | 0120 720-45041 4.000 EACH| 3417.00000 13668.00| 2820.00000 11280.00| INLET, H5 | | | 0121 720-45042 28.000 EACH| 3417.00000 95676.00| 2890.00000 80920.00| INLET, HA5 , MODIFIED | | | 0122 720-45042 12.000 EACH| 3417.00000 41004.00| 2900.00000 34800.00| INLET, HA5 , WITH SLOTTED DRAIN, | | | MODIFIED | | | 0123 720-45065 17.000 EACH| 2397.00000 40749.00| 2390.00000 40630.00| INLET, N12 | | | 0124 720-45066 4.000 EACH| 2876.40000 11505.60| 2650.00000 10600.00| INLET, N12, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 | |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0125 720-45141 27.000 EACH| 3758.70000 101484.90| 2892.00000 78084.00| INLET, H5, MODIFIED | | | 0126 720-45410 4.000 EACH| 1785.00000 7140.00| 3000.00000 12000.00| MANHOLE, C4 | | | 0127 720-45415 6.000 EACH| 7012.50000 42075.00| 4700.00000 28200.00| MANHOLE, D4 | | | 0128 720-45416 6.000 EACH| 9807.30000 58843.80| 10180.00000 61080.00| MANHOLE, E4 | | | 0129 720-45425 15.000 EACH| 12138.00000 182070.00| 13200.00000 198000.00| MANHOLE, F4 | | | 0130 720-91973 9.000 EACH| 3100.80000 27907.20| 4700.00000 42300.00| MANHOLE, H4 | | | 0131 720-92025 1.000 EACH| 7257.30000 7257.30| 4800.00000 4800.00| MANHOLE, D2 | | | 0132 720-92025 1.000 EACH| 7731.60000 7731.60| 4930.00000 4930.00| MANHOLE, D2 , DROP, MODIFIED | | | 0133 720-94906 3.000 EACH| 2040.00000 6120.00| 1860.00000 5580.00| INLET, X5 | | | 0135 720-94906 61.000 EACH| 2259.30000 137817.30| 1920.00000 117120.00| INLET, X5 , MODIFIED | | | 0136 720-98068 2.000 EACH| 10184.70000 20369.40| 5600.00000 11200.00| MANHOLE, E2 | | | 0137 728-98377 LUMP| 10072.73000 10072.73| 9700.00000 9700.00| MASONRY COATING | | | 0138 732-04985 1.000 EACH| 3979.37000 3979.37| 3247.34000 3247.34| VAULT , ATMS | | | 0139 801-06202 96.000 LFT | 47.69000 4578.24| 30.00000 2880.00| TEMPORARY PANEL SIGN SUPPORTS | | | 0140 801-06203 1482.000 LFT | 0.10000 148.20| 0.41000 607.62| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0141 801-06586 452.000 LFT | 0.20000 90.40| 0.82000 370.64| TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0142 801-06640 8.000 EACH| 136.68000 1093.44| 159.79000 1278.32| CONSTRUCTION SIGN, A | | | 0143 801-06640 5.000 EACH| 158.10000 790.50| 123.71000 618.55| CONSTRUCTION SIGN, A , LEAVE IN PLACE | | | 0144 801-06775 LUMP| 14519.61000 14519.61| 109271.63000 109271.63| MAINTAINING TRAFFIC | | | 0145 801-95580 1800.000 LFT | 22.24000 40032.00| 44.66000 80388.00| TEMPORARY CONCRETE BARRIER, LEAVE IN | | | PLACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 | |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0146 802-03821 4.000 EACH| 285.73000 1142.92| 226.80000 907.20| SIGN, SHEET WITH LEGEND | | | 0147 802-07158 2.000 EACH| 4476.80000 8953.60| 7164.76500 14329.52| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I , MODIFIED | | | 0148 802-07271 1.000 EACH| 9321.48000 9321.48| 8762.65000 8762.65| BOX TRUSS SIGN FOUNDATION, V-A | | | 0149 802-07272 2.000 EACH| 9321.49000 18642.98| 28582.55000 57165.10| BOX TRUSS SIGN FOUNDATION, V-B , | | | MODIFIED | | | 0150 802-07282 3.000 EACH| 8806.96000 26420.88| 8247.20000 24741.60| BOX TRUSS SIGN FOUNDATION, VI-B , | | | MODIFIED | | | 0151 802-97059 2.000 EACH| 1226.72000 2453.44| 577.31000 1154.62| SIGN AND SUPPORTS, WIDE FLANGE, RESET | | | 0153 805-06592 23157.000 LFT | 10.29000 238285.53| 11.34000 262600.38| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0154 805-06595 1494.000 LFT | 8.26000 12340.44| 5.26000 7858.44| CONDUIT, PVC, 2 IN. , IN TRENCH | | | 0155 805-06600 7229.000 LFT | 23.12000 167134.48| 15.98000 115519.42| CONDUIT, PVC, 3 IN. , CONCRETE ENCASED | | | 0156 805-07759 1088.000 LFT | 61.02000 66389.76| 63.09000 68641.92| DUCTBANK, 6-WAY, 6 IN. DIA. | | | 0157 805-86900 76.000 EACH| 421.13000 32005.88| 474.21000 36039.96| JUNCTION BOX , LIGHTING, 12 IN. X 12 IN.| | | X 12 IN. | | | 0158 805-86900 10.000 EACH| 380.74000 3807.40| 319.58000 3195.80| JUNCTION BOX , LIGHTING, 12" X 12" X 6" | | | 0159 805-95568 702.000 LFT | 29.89000 20982.78| 17.53000 12306.06| CONDUIT, PVC, 4 IN. , MULTI-CELL, | | | CONCRETE ENCASED | | | 0160 805-95568 479.000 LFT | 24.76000 11860.04| 10.82000 5182.78| CONDUIT, PVC, 4 IN. , MULTI-CELL, IN | | | TRENCH | | | 0161 805-96014 807.000 LFT | 4.86000 3922.02| 0.74000 597.18| SAW CUT, FULL DEPTH | | | 0162 807-02191 10.000 EACH| 731.18000 7311.80| 515.45000 5154.50| HANDHOLE, LIGHTING | | | 0163 807-04653 59.000 EACH| 998.36000 58903.24| 432.98000 25545.82| LIGHTING FOUNDATION , CONCRETE MEDIAN | | | WALL, WITH GROUNDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 181 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,161,944.17 ROUTE : I-70 CALL ORDER : 181 CONTRACT ID : R -26912-A COUNTIES : HENDRICKS MARION LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1917625 | |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0164 807-78590 61.000 EACH| 731.18000 44601.98| 701.01000 42761.61| HANDHOLE , ATMS | | | 0165 808-06716 797.000 LFT | 0.40000 318.80| 0.46000 366.62| LINE, REMOVE | | | 0166 603-03829 776.000 LFT | 13.67000 10607.92| 13.81000 10716.56| FENCE , SECURITY, RESET | | | 0167 621-01004 2.000 EACH| 280.50000 561.00| 670.00000 1340.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0169 205-06935 1.000 EACH| 1530.00000 1530.00| 3100.00000 3100.00| TEMPORARY SEDIMENT BASIN , INSTALLED | | | 0170 210-07804 1.000 EACH| 87965.15000 87965.15| 101945.70000 101945.70| AUTOMATIC TRAFFIC RECORDER STATION | | | 0171 802-74046 1.000 EACH| 322.54000 322.54| 206.18000 206.18| SIGN ASSEMBLY, U CHANNEL POSTS, RELOCATE| | | 0172 205-07802 16.000 MOS | 15606.00000 249696.00| 6545.44000 104727.04| EROSION CONTROL , MAINTAINED | | | 0173 108-01614 LUMP| 15390.00000 15390.00| 24102.12000 24102.12| PARTNERING OVERHEAD | | | 0174 210-07805 2925.000 LFT | 3.73000 10910.25| 1.44000 4212.00| WATERSTOP , TYPE RX | | | 0175 715-04612 165.000 LFT | 334.56000 55202.40| 128.86000 21261.90| PIPE , CASING, 30 IN. | | | 0176 501-06727 LUMP| 17703.75000 17703.75| 7422.48000 7422.48| CORING, PCCP | | | 0177 202-02241 230.000 LFT | 3.06000 703.80| 5.15000 1184.50| GUARDRAIL, REMOVE | | | 0178 206-51230 8316.000 CYS | 12.90000 107276.40| 4.49000 37338.84| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0179 210-07807 80.000 MOS | 1795.20000 143616.00| 1723.99000 137919.20| TEMPORARY SEDIMENT BASIN, MAINTAINED | | | 0180 802-07282 1.000 EACH| 15631.00000 15631.00| 7051.36000 7051.36| BOX TRUSS SIGN FOUNDATION, VI-B , | | | MODIFIED, SPECIAL | | | SECTION TOTALS | $ 31,013,433.18| $ 32,682,131.14| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 31,013,433.18| $ 32,682,131.14| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,148,174.53 ROUTE : COWAN RD. CALL ORDER : 191 CONTRACT ID : R -26938-A COUNTIES : DELAWARE LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/29/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : M140003 M140003 M140003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 4,168,698.98 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 4,170,753.49 100.0492% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, MODERNIZATION | | | 0001 105-06845 LUMP| 95000.00000 95000.00| 94245.00000 94245.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2000.00000 24000.00| 2300.00000 27600.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 208000.00000 208000.00| 208590.00000 208590.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 83000.00000 83000.00| 85000.00000 85000.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 185.000 m | 15.75000 2913.75| 8.20000 1517.00| GUARDRAIL, REMOVE | | | 0006 202-78515 LUMP| 1000.00000 1000.00| 1545.00000 1545.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 203-02000 11435.000 m3 | 15.48000 177013.80| 20.00000 228700.00| EXCAVATION, COMMON | | | 0008 203-02070 9660.000 m3 | 9.00000 86940.00| 14.50000 140070.00| BORROW | | | 0009 205-06933 5.000 EACH| 65.00000 325.00| 66.00000 330.00| TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06937 652.000 m | 4.50000 2934.00| 4.60000 2999.20| TEMPORARY SILT FENCE | | | 0011 207-07498 50876.000 m2 | 3.40000 172978.40| 3.40000 172978.40| SUBGRADE TREATMENT, TYPE A | | | 0012 211-07454 549.800 m3 | 41.00000 22541.80| 24.00000 13195.20| STRUCTURE BACKFILL | | | 0013 301-07448 3570.000 Mg | 21.27000 75933.90| 20.00000 71400.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 305-07464 87.000 m2 | 100.00000 8700.00| 110.00000 9570.00| PCC BASE PATCHING, 225 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 191 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,148,174.53 ROUTE : COWAN RD. CALL ORDER : 191 CONTRACT ID : R -26938-A COUNTIES : DELAWARE LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-06264 LUMP| 6000.00000 6000.00| 8300.00000 8300.00| PROFILOGRAPH, HMA | | | 0016 401-07334 5107.400 Mg | 54.00000 275799.60| 53.75000 274522.75| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0018 401-07403 8568.700 Mg | 41.60000 356457.92| 42.30000 362456.01| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0019 401-07406 1016.300 Mg | 39.80000 40448.74| 43.50000 44209.05| QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0020 401-07408 22630.600 Mg | 37.90000 857699.74| 36.25000 820359.25| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0021 401-07430 8650.900 Mg | 43.44000 375795.10| 42.00000 363337.80| QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0022 402-07441 1733.400 Mg | 46.80000 81123.12| 41.00000 71069.40| HMA BASE, TYPE B | | | 0023 404-05511 3764.000 m2 | 2.50000 9410.00| 2.70000 10162.80| SEAL COAT, 2 | | | 0024 405-05517 7.100 Mg | 600.00000 4260.00| 270.00000 1917.00| ASPHALT FOR PRIME COAT | | | 0025 406-05520 60.700 Mg | 185.00000 11229.50| 195.00000 11836.50| ASPHALT FOR TACK COAT | | | 0026 601-01522 2.000 EACH| 1205.00000 2410.00| 1236.00000 2472.00| GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-01625 3.000 EACH| 1325.00000 3975.00| 1545.00000 4635.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0028 601-01700 2.000 EACH| 1465.00000 2930.00| 1751.00000 3502.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-94689 4.000 EACH| 1910.00000 7640.00| 1957.00000 7828.00| GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 1106.800 m | 28.25000 31267.10| 28.50000 31543.80| GUARDRAIL, W BEAM, 1.905 m SPACING , | | | Long Post | | | 0031 601-99132 1.000 EACH| 60.00000 60.00| 103.00000 103.00| GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0032 605-06155 4166.300 m | 57.69000 240353.85| 40.15000 167276.95| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0033 605-06215 360.000 m | 85.69000 30848.40| 79.45000 28602.00| CENTER CURB, D, CONCRETE | | | 0034 610-07486 207.700 Mg | 106.00000 22016.20| 83.90000 17426.03| HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 191 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,148,174.53 ROUTE : COWAN RD. CALL ORDER : 191 CONTRACT ID : R -26938-A COUNTIES : DELAWARE LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 610-07487 507.900 Mg | 86.00000 43679.40| 54.25000 27553.58| HMA FOR APPROACHES, TYPE B | | | 0036 611-05330 866.400 m2 | 50.64000 43874.50| 42.10000 36475.44| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0037 611-06497 7.000 EACH| 170.00000 1190.00| 135.00000 945.00| MAILBOX ASSEMBLY, SINGLE | | | 0038 615-06490 20.000 EACH| 104.00000 2080.00| 115.00000 2300.00| RIGHT OF WAY MARKER | | | 0039 615-06505 21.000 EACH| 425.00000 8925.00| 380.00000 7980.00| MONUMENT, B | | | 0040 615-06510 8.000 EACH| 405.00000 3240.00| 280.00003 2240.00| MONUMENT, C | | | 0041 615-06527 3.000 EACH| 325.00000 975.00| 280.00000 840.00| MONUMENT, SECTION CORNER | | | 0042 615-06530 3.000 EACH| 500.00000 1500.00| 560.00000 1680.00| POST, BENCHMARK | | | 0043 616-02320 275.000 m2 | 2.25000 618.75| 2.50000 687.50| GEOTEXTILES | | | 0044 616-05689 234.900 Mg | 36.00000 8456.40| 54.00000 12684.60| RIPRAP, CLASS 2 | | | 0045 616-06405 59.500 Mg | 27.00000 1606.50| 68.00000 4046.00| RIPRAP, REVETMENT | | | 0046 616-06451 28.300 Mg | 28.50000 806.55| 61.00000 1726.30| RIPRAP, UNIFORM | | | 0047 617-04488 264.600 m2 | 13.00000 3439.80| 2.25000 595.35| GEOGRID, SUBGRADE | | | 0048 621-01004 3.000 EACH| 800.00000 2400.00| 824.00000 2472.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 2.630 Mg | 678.00000 1783.14| 678.00000 1783.14| FERTILIZER | | | 0050 621-06553 83.000 kg | 7.87000 653.21| 8.00000 664.00| SEED MIXTURE, R | | | 0051 621-06554 347.000 kg | 8.20000 2845.40| 8.45000 2932.15| SEED MIXTURE, U | | | 0052 621-06557 136.000 kg | 9.45000 1285.20| 9.50000 1292.00| SEED MIXTURE, T | | | 0053 621-06565 17.600 Mg | 517.00000 9099.20| 525.00000 9240.00| MULCHING MATERIAL | | | 0054 621-06567 172.000 kL | 0.55000 94.60| 0.55000 94.60| WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 191 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,148,174.53 ROUTE : COWAN RD. CALL ORDER : 191 CONTRACT ID : R -26938-A COUNTIES : DELAWARE LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 621-06574 9502.000 m2 | 3.32000 31546.64| 3.40000 32306.80| SODDING | | | 0056 714-06278 37.000 m | 1421.00000 52577.00| 1650.00000 61050.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2700 mm X 1200 mm | | | 0057 714-26708 27.000 m | 1329.00000 35883.00| 1340.00000 36180.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0058 715-02397 6.000 EACH| 1659.00000 9954.00| 1450.00000 8700.00| SAFETY METAL END SECTION, 4:1, 900 mm | | | 0059 715-02407 6.000 EACH| 2719.00000 16314.00| 2165.00000 12990.00| SAFETY METAL END SECTION, 4:1, 1200 mm | | | 0060 715-03475 7.000 EACH| 426.00000 2982.00| 508.00000 3556.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0061 715-03476 5.000 EACH| 771.00000 3855.00| 712.00000 3560.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0062 715-03584 4.000 EACH| 563.00000 2252.00| 425.00000 1700.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0063 715-04611 4.000 EACH| 324.00000 1296.00| 260.00000 1040.00| SAFETY METAL END SECTION, 4:1, 300 mm | | | 0064 715-05048 6291.000 m | 9.00000 56619.00| 7.75000 48755.25| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0065 715-05049 30.000 m | 28.00000 840.00| 66.30000 1989.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0066 715-05051 30.000 m | 30.00000 900.00| 70.00000 2100.00| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0067 715-05052 14.000 m | 56.00000 784.00| 94.00000 1316.00| PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0068 715-05053 904.000 m | 23.00000 20792.00| 33.00000 29832.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0069 715-05149 54.000 m | 98.00000 5292.00| 128.00000 6912.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0070 715-05169 18.100 m | 101.00000 1828.10| 142.00000 2570.20| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0071 715-05209 574.000 m | 65.00000 37310.00| 82.00000 47068.00| PIPE, TYPE 4, CIRCULAR, 450 mm | | | 0072 715-05238 56.900 m | 249.00000 14168.10| 300.00000 17070.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0073 715-05371 12.200 m | 172.00000 2098.40| 395.00000 4819.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.60 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 191 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,148,174.53 ROUTE : COWAN RD. CALL ORDER : 191 CONTRACT ID : R -26938-A COUNTIES : DELAWARE LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 715-07080 50.000 m | 196.00000 9800.00| 200.00000 10000.00| PIPE, RCHEP, CLASS HE-IV, DO.3=100, MIN.| | | AREA 0.31 m2 | | | 0075 715-07107 4.000 EACH| 872.00000 3488.00| 885.00000 3540.00| PIPE END SECTION, MIN. AREA 1.08 m2 | | | 0076 715-07108 4.000 EACH| 1074.00000 4296.00| 1500.00000 6000.00| SAFETY METAL END SECTION, MIN. AREA | | | 0.60 m2 | | | 0077 715-26808 4.000 EACH| 3500.00000 14000.00| 5180.00000 20720.00| GRATED BOX END SECTION, I, 4:1, 700 mm | | | x 500 mm | | | 0078 718-06528 39.000 EACH| 410.00000 15990.00| 505.00000 19695.00| OUTLET PROTECTOR, 1 | | | 0079 718-06529 1.000 EACH| 400.00000 400.00| 455.00000 455.00| OUTLET PROTECTOR, 2 | | | 0080 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0081 718-52610 1897.000 m3 | 41.00000 77777.00| 42.00000 79674.00| AGGREGATE FOR UNDERDRAINS | | | 0082 718-99153 12591.000 m2 | 1.00000 12591.00| 1.00000 12591.00| GEOTEXTILES FOR UNDERDRAIN | | | 0083 720-44296 10.000 EACH| 450.00000 4500.00| 475.00000 4750.00| CAP INLET | | | 0084 720-45030 2.000 EACH| 1284.00000 2568.00| 1410.00000 2820.00| INLET, E7 | | | 0085 720-45265 2.000 EACH| 898.00000 1796.00| 885.00000 1770.00| PIPE CATCH BASIN, 375 mm | | | 0086 720-45410 7.000 EACH| 1870.00000 13090.00| 2180.00000 15260.00| MANHOLE, C4 | | | 0087 801-01506 2.000 EACH| 350.00000 700.00| 360.00000 720.00| TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0088 801-04308 13.000 EACH| 240.00000 3120.00| 245.00000 3185.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0089 801-06203 12100.000 m | 0.35000 4235.00| 0.36000 4356.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0090 801-06207 3263.000 m | 3.00000 9789.00| 3.00000 9789.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0091 801-06218 465.200 m | 15.00000 6978.00| 15.00000 6978.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 191 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,148,174.53 ROUTE : COWAN RD. CALL ORDER : 191 CONTRACT ID : R -26938-A COUNTIES : DELAWARE LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 801-06625 13.000 EACH| 120.00000 1560.00| 123.00000 1599.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0093 801-06640 23.000 EACH| 100.00000 2300.00| 103.00000 2369.00| CONSTRUCTION SIGN, A | | | 0094 801-06645 51.000 EACH| 35.00000 1785.00| 36.00000 1836.00| CONSTRUCTION SIGN, B | | | 0095 801-06775 LUMP| 69000.00000 69000.00| 79500.00000 79500.00| MAINTAINING TRAFFIC | | | 0096 801-07118 119.200 m | 52.00000 6198.40| 53.00000 6317.60| BARRICADE, III-A | | | 0097 801-07119 137.000 m | 36.00000 4932.00| 37.00000 5069.00| BARRICADE, III-B | | | 0098 802-05701 49.000 m | 33.00000 1617.00| 30.00000 1470.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0099 802-05702 82.000 m | 27.00000 2214.00| 30.00000 2460.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0100 802-76025 2.630 m2 | 200.00000 526.00| 94.00000 247.22| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0101 802-76035 25.700 m2 | 220.00000 5654.00| 99.00000 2544.30| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0102 805-01815 6.000 EACH| 1900.00000 11400.00| 1650.00000 9900.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0103 805-01842 13.000 EACH| 650.00000 8450.00| 515.00000 6695.00| HANDHOLE, SIGNAL | | | 0105 805-06592 823.000 m | 29.00000 23867.00| 31.25000 25718.75| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0106 805-78109 1.000 EACH| 7400.00000 7400.00| 7250.00000 7250.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0107 805-78205 18.000 EACH| 326.00000 5868.00| 412.00000 7416.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0108 805-78415 7.000 EACH| 1400.00000 9800.00| 1222.00000 8554.00| SPAN, CATENARY, AND TETHER | | | 0109 805-78420 7.000 EACH| 190.00000 1330.00| 420.00000 2940.00| DISCONNECT HANGER | | | 0110 805-78445 2.000 EACH| 520.00000 1040.00| 430.00000 860.00| SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 191 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,148,174.53 ROUTE : COWAN RD. CALL ORDER : 191 CONTRACT ID : R -26938-A COUNTIES : DELAWARE LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 805-78467 75.000 m | 4.70000 352.50| 3.30000 247.50| SIGNAL CABLE, 3C 8GA. | | | 0112 805-78470 1200.000 m | 0.50000 600.00| 0.50000 600.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0113 805-78485 326.000 m | 3.30000 1075.80| 2.35000 766.10| SIGNAL CABLE, 5C 14GA. | | | 0114 805-78490 500.000 m | 3.50000 1750.00| 3.00000 1500.00| SIGNAL CABLE, 7C 14GA. | | | 0115 805-78510 1680.000 m | 2.40000 4032.00| 2.20000 3696.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0116 805-78785 13.000 EACH| 550.00000 7150.00| 420.00000 5460.00| SIGNAL DETECTOR HOUSING | | | 0117 805-78795 365.000 m | 22.00000 8030.00| 26.50000 9672.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0118 805-78925 1.000 EACH| 800.00000 800.00| 585.00000 585.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0119 805-81060 6.000 EACH| 2700.00000 16200.00| 3400.00000 20400.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0120 805-92504 4.000 EACH| 182.00000 728.00| 165.00000 660.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0121 808-04298 4.000 EACH| 550.00000 2200.00| 550.00000 2200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0122 808-06701 1338.000 m | 0.80000 1070.40| 0.80000 1070.40| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0123 808-06703 8597.000 m | 0.80000 6877.60| 0.80000 6877.60| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0124 808-75245 1142.000 m | 0.80000 913.60| 0.80000 913.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0125 808-75278 252.800 m | 6.00000 1516.80| 6.00000 1516.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0126 808-75297 208.700 m | 15.00000 3130.50| 15.00000 3130.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0127 808-75320 19.000 EACH| 60.00000 1140.00| 60.00000 1140.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0128 808-75325 15.000 EACH| 80.00000 1200.00| 80.00000 1200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 191 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,148,174.53 ROUTE : COWAN RD. CALL ORDER : 191 CONTRACT ID : R -26938-A COUNTIES : DELAWARE LETTING DATE : 06/17/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 808-92027 2356.800 m | 0.01000 23.57| 0.01000 23.57| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 4,168,698.98| $ 4,170,753.49| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,168,698.98| $ 4,170,753.49| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 70 CALL ORDER : 201 CONTRACT ID : R -27057-A COUNTIES : CLAY MORGAN LETTING DATE : 06/17/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT PUTNAM CONTRACT TIME : 10/31/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,381,526.52 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,177,815.77 ROUTE : 41 CALL ORDER : 211 CONTRACT ID : RS-26538-A COUNTIES : NEWTON LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0191027 0191027 0191027 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 5,322,325.65 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 5,444,927.38 102.3035% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 18632.65000 18632.65| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH| 200.00000 200.00| 130.00000 130.00| PHONE(SUPERVISOR) | | | 0003 105-06905 2.000 EACH| 200.00000 400.00| 120.00000 240.00| PHONE(INSPECTOR) | | | 0004 105-06906 6.000 MOS | 105.00000 630.00| 80.00000 480.00| CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 6.000 MOS | 105.00000 630.00| 60.00000 360.00| CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07039 9.000 MOS | 2980.00000 26820.00| 1900.00000 17100.00| FIELD OFFICE, B | | | 0007 110-01001 LUMP| 140500.00000 140500.00| 274745.00000 274745.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02241 1095.000 LFT | 4.00000 4380.00| 3.85000 4215.75| GUARDRAIL, REMOVE | | | 0009 202-02271 16.000 EACH| 284.00000 4544.00| 300.00000 4800.00| HEADWALL, REMOVE | | | 0010 202-60820 139518.000 SYS | 0.60000 83710.80| 0.60000 83710.80| SURFACE MILLING, ASPHALT | | | 0011 202-93741 6.000 EACH| 189.00000 1134.00| 500.00000 3000.00| GUARD RAIL END TREATMENT, REMOVE | | | 0012 203-02000 22869.000 CYS | 5.00000 114345.00| 12.75000 291579.75| EXCAVATION, COMMON | | | 0013 203-02070 3120.000 CYS | 8.00000 24960.00| 14.00000 43680.00| BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 211 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,177,815.77 ROUTE : 41 CALL ORDER : 211 CONTRACT ID : RS-26538-A COUNTIES : NEWTON LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 207-07498 50064.000 SYS | 3.90000 195249.60| 3.50000 175224.00| SUBGRADE TREATMENT, TYPE A | | | 0015 207-07503 16688.000 SYS | 5.90000 98459.20| 6.00000 100128.00| SUBGRADE TREATMENT, TYPE E , MODIFIED | | | 0016 211-07454 200.000 CYS | 16.00000 3200.00| 13.00000 2600.00| STRUCTURE BACKFILL | | | 0017 301-07448 28269.000 TON | 11.00000 310959.00| 12.25000 346295.25| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-07449 9013.500 TON | 12.75000 114922.13| 11.00000 99148.50| COMPACTED AGGREGATE, NO. 73 | | | 0019 401-06264 LUMP| 5450.00000 5450.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0020 401-07320 3854.500 TON | 42.00000 161889.00| 36.00000 138762.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0021 401-07329 13343.500 TON | 42.00000 560427.00| 43.00000 573770.50| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0022 401-07399 39308.000 TON | 31.00000 1218548.00| 30.75000 1208721.00| QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0023 401-07406 15901.000 TON | 31.00000 492931.00| 30.00000 477030.00| QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0024 405-05517 21.420 TON | 500.00000 10710.00| 240.00000 5140.80| ASPHALT FOR PRIME COAT | | | 0025 406-05520 183.750 TON | 145.00000 26643.75| 170.00000 31237.50| ASPHALT FOR TACK COAT | | | 0026 506-06333 1921.500 SYS | 150.00000 288225.00| 100.00000 192150.00| PCCP PATCHING, FULL DEPTH | | | 0027 601-01626 1.000 EACH| 1790.00000 1790.00| 1750.00000 1750.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0028 601-06855 2.000 EACH| 737.00000 1474.00| 705.00000 1410.00| GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHOR| | | 0029 601-61390 2.000 EACH| 42.00000 84.00| 40.00000 80.00| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0030 601-94689 6.000 EACH| 2210.00000 13260.00| 2500.00000 15000.00| GUARDRAIL END TREATMENT, OS | | | 0031 601-94690 2.000 EACH| 3260.00000 6520.00| 3500.00000 7000.00| GUARDRAIL END TREATMENT, MS | | | 0032 601-97774 2.000 EACH| 1050.00000 2100.00| 1000.00000 2000.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 211 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,177,815.77 ROUTE : 41 CALL ORDER : 211 CONTRACT ID : RS-26538-A COUNTIES : NEWTON LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-97803 1.000 EACH| 2110.00000 2110.00| 2000.00000 2000.00| GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0034 601-99105 1506.250 LFT | 9.05000 13631.56| 8.75000 13179.69| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 601-99108 462.500 LFT | 14.30000 6613.75| 13.65000 6313.13| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0036 606-07484 50064.000 LFT | 0.20000 10012.80| 0.10000 5006.40| MILLED HMA SHOULDER CORRUGATIONS | | | 0037 610-07488 2331.000 TON | 59.55000 138811.05| 74.00000 172494.00| HMA FOR APPROACHES, TYPE C | | | 0038 612-04315 128.607 TON | 695.00000 89381.87| 725.00000 93240.08| ASPHALT MATERIAL FOR UNDERSEAL | | | 0039 612-60410 2139.000 EACH| 7.00000 14973.00| 7.50000 16042.50| DRILLED HOLE FOR UNDERSEAL | | | 0040 616-02320 218.000 SYS | 2.00000 436.00| 2.00000 436.00| GEOTEXTILES | | | 0041 616-06405 444.000 TON | 27.70000 12298.80| 37.00000 16428.00| RIPRAP, REVETMENT | | | 0042 715-01354 1016.000 LFT | 6.85000 6959.60| 4.75000 4826.00| CLEAN EXISTING PIPE | | | 0043 715-05048 2.000 LFT | 87.30000 174.60| 375.00000 750.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0044 715-05053 6720.000 LFT | 5.00000 33600.00| 16.75000 112560.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0045 715-05118 32.000 LFT | 33.00000 1056.00| 110.00000 3520.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0046 715-05119 6.000 LFT | 83.40000 500.40| 135.00000 810.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0047 715-05121 82.000 LFT | 35.25000 2890.50| 155.00000 12710.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0048 715-05123 44.000 LFT | 37.75000 1661.00| 55.00000 2420.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0049 715-05125 82.000 LFT | 43.90000 3599.80| 80.00000 6560.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0050 715-05168 40.000 LFT | 27.25000 1090.00| 30.00000 1200.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0051 715-05173 24.000 LFT | 34.60000 830.40| 55.00000 1320.00| PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0052 715-05203 100128.000 LFT | 4.00000 400512.00| 1.75000 175224.00| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 211 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,177,815.77 ROUTE : 41 CALL ORDER : 211 CONTRACT ID : RS-26538-A COUNTIES : NEWTON LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05209 10.000 LFT | 50.45000 504.50| 135.00000 1350.00| PIPE, TYPE 4, CIRCULAR, 18 IN. | | | 0054 715-46000 33.000 EACH| 217.00000 7161.00| 300.00000 9900.00| PIPE END SECTION, 12 IN. | | | 0055 715-46005 2.000 EACH| 217.00000 434.00| 375.00000 750.00| PIPE END SECTION, 15 IN. | | | 0056 715-46010 11.000 EACH| 322.00000 3542.00| 400.00000 4400.00| PIPE END SECTION, 18 IN. | | | 0057 715-46020 10.000 EACH| 465.00000 4650.00| 575.00000 5750.00| PIPE END SECTION, 24 IN. | | | 0058 715-46030 11.000 EACH| 645.00000 7095.00| 600.00000 6600.00| PIPE END SECTION, 30 IN. | | | 0059 715-97559 2.000 EACH| 3000.00000 6000.00| 4000.00000 8000.00| GRATED BOX END SECTION, II, 10:1, 12 IN.| | | 0060 718-06526 3426.750 TON | 38.00000 130216.50| 34.00000 116509.50| HMA FOR UNDERDRAINS | | | 0061 718-06529 560.000 EACH| 300.00000 168000.00| 410.00000 229600.00| OUTLET PROTECTOR, 2 | | | 0062 718-52610 7710.000 CYS | 25.00000 192750.00| 19.25000 148417.50| AGGREGATE FOR UNDERDRAINS | | | 0063 720-45030 1.000 EACH| 1030.00000 1030.00| 1100.00000 1100.00| INLET, E7 | | | 0064 725-06870 190.000 LFT | 75.35000 14316.50| 72.00000 13680.00| PIPE LINER, THERMOPLASTIC, 30 IN. | | | 0065 801-01093 12.000 EACH| 632.00000 7584.00| 605.00000 7260.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0066 801-06203 15451.000 LFT | 0.17000 2626.67| 0.75000 11588.25| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0067 801-06207 5150.000 LFT | 1.60000 8240.00| 1.25000 6437.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0068 801-06640 56.000 EACH| 85.00000 4760.00| 90.00000 5040.00| CONSTRUCTION SIGN, A | | | 0069 801-06710 196.000 DAY | 14.00000 2744.00| 14.00000 2744.00| FLASHING ARROW SIGN | | | 0070 801-06775 LUMP| 27669.66000 27669.66| 31991.00000 31991.00| MAINTAINING TRAFFIC | | | 0071 801-09133 2.000 EACH| 5000.00000 10000.00| 4600.00000 9200.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0072 802-07060 56.000 EACH| 26.00000 1456.00| 142.00000 7952.00| SIGN, SHEET, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 211 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,177,815.77 ROUTE : 41 CALL ORDER : 211 CONTRACT ID : RS-26538-A COUNTIES : NEWTON LETTING DATE : 06/17/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 804-04435 200.000 EACH| 1.00000 200.00| 3.00000 600.00| DELINEATOR POST, REMOVE | | | 0074 804-06771 814.000 EACH| 18.25000 14855.50| 18.50000 15059.00| DELINEATOR POST, FLEXIBLE | | | 0075 808-06701 12876.000 LFT | 0.32000 4120.32| 0.41000 5279.16| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0076 808-06713 51594.000 LFT | 0.08000 4127.52| 0.09000 4643.46| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0077 808-06714 51504.000 LFT | 0.08000 4120.32| 0.09000 4635.36| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0078 808-75996 646.000 EACH| 7.15000 4618.90| 5.40000 3488.40| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0079 808-75998 646.000 EACH| 17.00000 10982.00| 16.60000 10723.60| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0080 601-06854 2.000 EACH| 1825.00000 3650.00| 1850.00000 3700.00| GUARDRAIL, W-BEAM, NESTED | | | SECTION TOTALS | $ 5,322,325.65| $ 5,444,927.38| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,322,325.65| $ 5,444,927.38| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 251 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,703,323.93 ROUTE : 218 CALL ORDER : 251 CONTRACT ID : RS-26923-A COUNTIES : ADAMS LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 380100G 380100G SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 1,075,007.47 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,145,733.56 106.5791% 3 35-1139301 E & B PAVING, INC. $ 1,373,616.60 127.7774% ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 |(3) 35-1139301 |L I C A CONSTRUCTION |BROOKS 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| 4500.00000 4500.00| 100.00000 100.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1500.00000 12000.00| 1500.00000 12000.00| 1275.00000 10200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 55250.00000 55250.00| 57000.00000 57000.00| 68000.00000 68000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 1300.000 LFT | 1.50000 1950.00| 1.50000 1950.00| 1.50000 1950.00 GUARDRAIL, REMOVE | | | 0005 202-02271 1.000 EACH| 150.00000 150.00| 865.00000 865.00| 163.52000 163.52 HEADWALL, REMOVE | | | 0006 202-02286 1.000 EACH| 6650.00000 6650.00| 7800.00000 7800.00| 8577.29000 8577.29 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 88000.000 SYS | 0.10000 8800.00| 0.60000 52800.00| 0.38000 33440.00 SURFACE MILLING, ASPHALT | | | 0008 202-93741 8.000 EACH| 150.00000 1200.00| 150.00000 1200.00| 150.00000 1200.00 GUARD RAIL END TREATMENT, REMOVE | | | 0009 203-02080 8.880 MILE| 1980.00000 17582.40| 3265.00000 28993.20| 3145.19000 27929.29 LINEAR GRADING | | | 0010 205-06937 35300.000 LFT | 1.45000 51185.00| 0.01000 353.00| 1.45000 51185.00 TEMPORARY SILT FENCE | | | 0011 211-02050 65.000 CYS | 16.76000 1089.40| 25.00000 1625.00| 13.22000 859.30 B BORROW | | | 0012 303-01180 2000.000 TON | 5.00000 10000.00| 1.00000 2000.00| 9.94000 19880.00 COMPACTED AGGREGATE, NO. 53 , FOR | | | PATCHING | | | 0013 303-07449 8700.000 TON | 9.17000 79779.00| 1.00000 8700.00| 10.26000 89262.00 COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 251 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,703,323.93 ROUTE : 218 CALL ORDER : 251 CONTRACT ID : RS-26923-A COUNTIES : ADAMS LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 |(3) 35-1139301 |L I C A CONSTRUCTION |BROOKS CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 304-07490 1424.000 TON | 36.33000 51733.92| 49.40000 70345.60| 67.07000 95507.68 HMA PATCHING, TYPE B | | | 0016 401-06264 LUMP| 2800.00000 2800.00| 100.00000 100.00| 4312.83000 4312.83 PROFILOGRAPH, HMA | | | 0017 401-07321 8700.000 TON | 26.08000 226896.00| 30.00000 261000.00| 35.20000 306240.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0019 406-05520 96.000 TON | 150.00000 14400.00| 1.00000 96.00| 134.45000 12907.20 ASPHALT FOR TACK COAT | | | 0020 601-94689 8.000 EACH| 1900.00000 15200.00| 1900.00000 15200.00| 2902.06000 23216.48 GUARDRAIL END TREATMENT, OS | | | 0021 601-97774 2.000 EACH| 900.00000 1800.00| 900.00000 1800.00| 900.00000 1800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0022 601-99105 1300.000 LFT | 8.50000 11050.00| 8.50000 11050.00| 8.50000 11050.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 615-06520 13.000 EACH| 150.00000 1950.00| 270.00000 3510.00| 150.00000 1950.00 MONUMENT, RE-ESTABLISH | | | 0025 616-02320 1050.000 SYS | 2.75000 2887.50| 8.05000 8452.50| 0.82000 861.00 GEOTEXTILES | | | 0026 616-06405 1050.000 TON | 13.90000 14595.00| 5.00000 5250.00| 28.11000 29515.50 RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH| 900.00000 900.00| 900.00000 900.00| 900.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06545 2.400 TON | 353.00000 847.20| 1.00000 2.40| 353.00000 847.20 FERTILIZER | | | 0029 621-06553 1020.000 LBS | 2.36000 2407.20| 0.01000 10.20| 2.36000 2407.20 SEED MIXTURE, R | | | 0030 621-06565 12.000 TON | 470.00000 5640.00| 1.00000 12.00| 470.00000 5640.00 MULCHING MATERIAL | | | 0032 720-45235 1.000 EACH| 1550.00000 1550.00| 1720.00000 1720.00| 827.59000 827.59 CATCH BASIN, E7 | | | 0033 801-06203 3102.000 LFT | 0.30000 930.60| 2.00000 6204.00| 0.50000 1551.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0034 801-06207 3102.000 LFT | 0.60000 1861.20| 0.72000 2233.44| 0.53000 1644.06 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0035 801-06640 81.000 EACH| 55.00000 4455.00| 55.00000 4455.00| 108.00000 8748.00 CONSTRUCTION SIGN, A | | | 0036 801-06775 LUMP| 32000.00000 32000.00| 1235.00000 1235.00| 19000.00000 19000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 251 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,703,323.93 ROUTE : 218 CALL ORDER : 251 CONTRACT ID : RS-26923-A COUNTIES : ADAMS LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 |(3) 35-1139301 |L I C A CONSTRUCTION |BROOKS CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 802-91122 18.000 EACH| 160.00000 2880.00| 10.00000 180.00| 150.00000 2700.00 SIGN, GROUND MOUNTED, RESET | | | 0038 808-06712 4200.000 LFT | 0.11000 462.00| 1.00000 4200.00| 0.11000 462.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0039 808-06713 11400.000 LFT | 0.11000 1254.00| 1.00000 11400.00| 0.11000 1254.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0040 808-06714 17000.000 LFT | 0.11000 1870.00| 1.00000 17000.00| 0.11000 1870.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0041 808-75297 73.000 LFT | 5.25000 383.25| 5.25000 383.25| 7.00000 511.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0042 808-75300 280.000 LFT | 1.60000 448.00| 1.60000 448.00| 2.00000 560.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0043 808-75320 7.000 EACH| 75.00000 525.00| 75.00000 525.00| 60.00000 420.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0044 808-75325 1.000 EACH| 120.00000 120.00| 120.00000 120.00| 80.00000 80.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0045 401-07371 7500.000 TON | 26.17000 196275.00| 36.00000 270000.00| 31.40000 235500.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0046 610-07487 660.000 TON | 49.87000 32914.20| 47.85000 31581.00| 64.78000 42754.80 HMA FOR APPROACHES, TYPE B | | | 0047 715-05708 58.000 LFT | 45.00000 2610.00| 67.25000 3900.50| 42.27000 2451.66 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 15 IN. | | | 0048 801-07118 96.000 LFT | 5.90000 566.40| 5.90000 566.40| 18.00000 1728.00 BARRICADE, III-A | | | 0049 801-07119 48.000 LFT | 7.40000 355.20| 7.40000 355.20| 22.00000 1056.00 BARRICADE, III-B | | | 0050 801-06625 4.000 EACH| 80.00000 320.00| 80.00000 320.00| 128.00000 512.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 808-75998 450.000 EACH| 20.00000 9000.00| 20.00000 9000.00| 20.00000 9000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0052 611-06497 5.000 EACH| 150.00000 750.00| 215.00000 1075.00| 150.00000 750.00 MAILBOX ASSEMBLY, SINGLE | | | 0053 621-06575 21600.000 SYS | 2.28000 49248.00| 0.01000 216.00| 2.28000 49248.00 SODDING, NURSERY | | | 0054 621-06567 87.000 MG | 1.00000 87.00| 0.01000 0.87| 1.00000 87.00 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/23/03 PAGE : 251 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,703,323.93 ROUTE : 218 CALL ORDER : 251 CONTRACT ID : RS-26923-A COUNTIES : ADAMS LETTING DATE : 06/17/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 |(3) 35-1139301 |L I C A CONSTRUCTION |BROOKS CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 304-07492 5500.000 TON | 23.80000 130900.00| 41.00000 225500.00| 32.20000 177100.00 WIDENING WITH HMA, TYPE A | | | SECTION TOTALS | $ 1,075,007.47| $ 1,145,733.56| $ 1,373,616.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,075,007.47| $ 1,145,733.56| $ 1,373,616.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 261 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,357,518.53 ROUTE : 90 CALL ORDER : 261 CONTRACT ID : RT-26697-A COUNTIES : ELKHART LAGRANGE LETTING DATE : 06/17/03 10:00 AM DISTRICT : TOLL ST. JOSEPH OTHERS CONTRACT TIME : 10/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,703,781.50 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,719,384.75 100.9158% 3 35-1139301 E & B PAVING, INC. $ 1,809,364.14 106.1969% 4 35-1065659 BROOKS CONSTRUCTION $ 1,861,983.90 109.2853% 5 35-1120685 WALSH & KELLY, INC. $ 1,872,863.80 109.9239% ==================================================================================================================================== |(1) 35-1185040 |(2) 35-0918397 |(3) 35-1139301 |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-04655 3.000 MOS | 300.00000 900.00| 100.00000 300.00| 100.00000 300.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 110-01001 LUMP| 75000.00000 75000.00| 23410.00000 23410.00| 22500.00000 22500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 322528.000 SYS | 1.00000 322528.00| 0.13000 41928.64| 0.75000 241896.00 SURFACE MILLING, ASPHALT | | | 0004 304-07491 250.000 TON | 150.00000 37500.00| 110.00000 27500.00| 30.00000 7500.00 HMA PATCHING, TYPE C TYPE C | | | 0005 401-07337 26609.000 TON | 39.00000 1037751.00| 51.29000 1364775.61| 50.16000 1334707.44 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | 0006 406-05520 82.000 TON | 100.00000 8200.00| 439.00000 35998.00| 236.00000 19352.00 ASPHALT FOR TACK COAT | | | 0007 801-01093 4.000 EACH| 1100.00000 4400.00| 600.00000 2400.00| 750.00000 3000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0008 801-06207 25800.000 LFT | 1.00000 25800.00| 1.05000 27090.00| 1.00000 25800.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0009 801-06640 32.000 EACH| 100.00000 3200.00| 70.00000 2240.00| 100.00000 3200.00 CONSTRUCTION SIGN, A | | | 0010 801-06710 55.000 DAY | 18.00000 990.00| 14.00000 770.00| 18.00000 990.00 FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 40000.00000 40000.00| 45100.00000 45100.00| 8300.00000 8300.00 MAINTAINING TRAFFIC | | | 0012 801-09133 6.000 EACH| 9200.00000 55200.00| 5500.00000 33000.00| 7000.00000 42000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | REMOTELY PROGRAMMABLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 261 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,357,518.53 ROUTE : 90 CALL ORDER : 261 CONTRACT ID : RT-26697-A COUNTIES : ELKHART LAGRANGE LETTING DATE : 06/17/03 10:00 AM DISTRICT : TOLL ST. JOSEPH OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-0918397 |(3) 35-1139301 |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 808-75007 125083.000 LFT | 0.12000 15009.96| 0.16000 20013.28| 0.12000 15009.96 LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0014 808-75047 107137.000 LFT | 0.12000 12856.44| 0.16000 17141.92| 0.12000 12856.44 LINE, PAINT, SOLID, YELLOW, 6 IN. | | | 0015 808-75996 1252.000 EACH| 3.00000 3756.00| 7.35000 9202.20| 4.00000 5008.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0016 808-75998 1252.000 EACH| 21.00000 26292.00| 27.25000 34117.00| 21.00000 26292.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0017 808-96075 62542.000 LFT | 0.55000 34398.10| 0.55000 34398.10| 0.65000 40652.30 LINE, THERMOPLASTIC, BROKEN, WHITE, 6 | | | IN. | | | SECTION TOTALS | $ 1,703,781.50| $ 1,719,384.75| $ 1,809,364.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,703,781.50| $ 1,719,384.75| $ 1,809,364.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 261 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,357,518.53 ROUTE : 90 CALL ORDER : 261 CONTRACT ID : RT-26697-A COUNTIES : ELKHART LAGRANGE LETTING DATE : 06/17/03 10:00 AM DISTRICT : TOLL ST. JOSEPH OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-1120685 | |BROOKS CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-04655 3.000 MOS | 150.00000 450.00| 400.00000 1200.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 110-01001 LUMP| 23750.00000 23750.00| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 322528.000 SYS | 0.80000 258022.40| 0.60000 193516.80| SURFACE MILLING, ASPHALT | | | 0004 304-07491 250.000 TON | 80.00000 20000.00| 50.00000 12500.00| HMA PATCHING, TYPE C TYPE C | | | 0005 401-07337 26609.000 TON | 51.00000 1357059.00| 52.50000 1396972.50| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | 0006 406-05520 82.000 TON | 135.00000 11070.00| 140.00000 11480.00| ASPHALT FOR TACK COAT | | | 0007 801-01093 4.000 EACH| 750.00000 3000.00| 725.00000 2900.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0008 801-06207 25800.000 LFT | 0.60000 15480.00| 1.00000 25800.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0009 801-06640 32.000 EACH| 80.00000 2560.00| 95.00000 3040.00| CONSTRUCTION SIGN, A | | | 0010 801-06710 55.000 DAY | 16.00000 880.00| 18.00000 990.00| FLASHING ARROW SIGN | | | 0011 801-06775 LUMP| 41400.00000 41400.00| 46000.00000 46000.00| MAINTAINING TRAFFIC | | | 0012 801-09133 6.000 EACH| 6000.00000 36000.00| 9150.00000 54900.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | REMOTELY PROGRAMMABLE | | | 0013 808-75007 125083.000 LFT | 0.12000 15009.96| 0.12000 15009.96| LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0014 808-75047 107137.000 LFT | 0.12000 12856.44| 0.12000 12856.44| LINE, PAINT, SOLID, YELLOW, 6 IN. | | | 0015 808-75996 1252.000 EACH| 3.00000 3756.00| 4.00000 5008.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0016 808-75998 1252.000 EACH| 21.00000 26292.00| 21.00000 26292.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0017 808-96075 62542.000 LFT | 0.55000 34398.10| 0.55000 34398.10| LINE, THERMOPLASTIC, BROKEN, WHITE, 6 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 261 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,357,518.53 ROUTE : 90 CALL ORDER : 261 CONTRACT ID : RT-26697-A COUNTIES : ELKHART LAGRANGE LETTING DATE : 06/17/03 10:00 AM DISTRICT : TOLL ST. JOSEPH OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 35-1120685 | |BROOKS CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,861,983.90| $ 1,872,863.80| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,861,983.90| $ 1,872,863.80| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,999.98 ROUTE : I-90 CALL ORDER : 271 CONTRACT ID : RT-26872-A COUNTIES : LAKE LETTING DATE : 06/17/03 10:00 AM DISTRICT : TOLL CONTRACT TIME : 10/01/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1657131 MICHIANA CONTRACTING $ 265,358.00 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 280,965.46 105.8816% ==================================================================================================================================== |(1) 35-1657131 |(2) 35-1582109 | |MICHIANA CONTRACTING |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOLL PLAZA REHABILITATION | | | 0001 105-06845 LUMP| 360.00000 360.00| 705.17000 705.17| CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1500.00000 6000.00| 1893.42000 7573.68| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 10300.00000 10300.00| 14837.32000 14837.32| MOBILIZATION AND DEMOBILIZATION | | | 0004 210-06717 LUMP| 3850.00000 3850.00| 3500.00000 3500.00| ENVIRONMENTAL PLAZA CLEANING | | | 0005 210-06793 1.000 EACH| 203400.00000 203400.00| 223961.62000 223961.62| CANOPY , 60 FT. X 75 FT. | | | 0006 210-06793 1.000 EACH| 8230.00000 8230.00| 7632.15000 7632.15| CANOPY , DEMOLITION AND REMOVAL | | | 0007 210-07095 LUMP| 1955.00000 1955.00| 1814.00000 1814.00| TEMPORARY LANE CONTROLLER LIGHTS | | | 0008 210-07095 LUMP| 1655.00000 1655.00| 1166.00000 1166.00| TEMPORARY PLAZA LIGHTING | | | 0009 801-01093 2.000 EACH| 915.00000 1830.00| 469.00000 938.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY FLASHING 45 mph | | | 0010 801-06640 12.000 EACH| 135.00000 1620.00| 78.00000 936.00| CONSTRUCTION SIGN, A | | | 0011 801-06710 60.000 DAY | 32.00000 1920.00| 12.00000 720.00| FLASHING ARROW SIGN | | | 0012 801-06775 LUMP| 1650.00000 1650.00| 2000.00000 2000.00| MAINTAINING TRAFFIC | | | 0013 801-07119 48.000 LFT | 16.00000 768.00| 7.24000 347.52| BARRICADE, III-B | | | 0014 801-09133 2.000 EACH| 7250.00000 14500.00| 3667.00000 7334.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | REMOTELY PROGRAMMABLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/25/03 PAGE : 271 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 514,999.98 ROUTE : I-90 CALL ORDER : 271 CONTRACT ID : RT-26872-A COUNTIES : LAKE LETTING DATE : 06/17/03 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1657131 |(2) 35-1582109 | |MICHIANA CONTRACTING |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 807-04962 2.000 EACH| 2620.00000 5240.00| 2250.00000 4500.00| LIGHT , LANE CONTROLLER | | | 0016 807-86600 8.000 EACH| 260.00000 2080.00| 375.00000 3000.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 100 WATT | | | SECTION TOTALS | $ 265,358.00| $ 280,965.46| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 265,358.00| $ 280,965.46| ====================================================================================================================================