INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,430.35 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25820-A COUNTIES : MARION LETTING DATE : 09/17/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/05/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1531026 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 2,559,214.87 100.0000% 2 35-1139301 E & B PAVING, INC. $ 2,643,450.80 103.2914% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,774,573.97 108.4150% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,781,120.00 108.6708% 5 31-4351261 SHELLY & SANDS, INC. $ 2,860,696.22 111.7802% ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|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 PAVEMENT REHABILITATION | | | 0001 105-06845 LUMP| 46985.00000 46985.00| 60000.00000 60000.00| 43321.12000 43321.12 CONSTRUCTION ENGINEERING | | | 0002 105-07040 15.000 MOS | 1733.05000 25995.75| 2320.00000 34800.00| 2412.01000 36180.15 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 128000.00000 128000.00| 132000.00000 132000.00| 138500.00000 138500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 19217.10000 19217.10| 54000.00000 54000.00| 55233.00000 55233.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1279.100 m2 | 15.85000 20273.74| 11.35000 14517.79| 16.82000 21514.46 PAVEMENT, REMOVE | | | 0006 202-02241 847.100 m | 10.35000 8767.49| 7.00000 5929.70| 7.14000 6048.29 GUARDRAIL, REMOVE | | | 0007 202-02273 925.600 m2 | 20.80000 19252.48| 13.42000 12421.55| 11.33000 10487.05 CENTER CURB, CONCRETE, REMOVE | | | 0008 202-02278 2136.000 m | 12.80000 27340.80| 15.35000 32787.60| 10.29000 21979.44 CURB, CONCRETE, REMOVE | | | 0009 202-52710 1768.700 m2 | 7.60000 13442.12| 8.72000 15423.06| 8.06000 14255.72 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 41688.500 m2 | 1.30000 54195.05| 0.50000 20844.25| 0.94000 39187.19 SURFACE MILLING, ASPHALT | | | 0011 202-91385 28.000 EACH| 339.85000 9515.80| 348.74000 9764.72| 135.56000 3795.68 INLET, REMOVE | | | 0012 202-91840 498.300 m | 9.25000 4609.28| 12.50000 6228.75| 12.76000 6358.31 FENCE, CHAIN LINK, REMOVE | | | 0013 202-93047 5.000 EACH| 404.45000 2022.25| 595.86000 2979.30| 152.49000 762.45 MANHOLE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,430.35 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25820-A COUNTIES : MARION LETTING DATE : 09/17/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-96133 251.500 m | 28.95000 7280.93| 31.64000 7957.46| 45.61000 11470.92 PIPE, REMOVE | | | 0015 202-98488 12.000 EACH| 132.80000 1593.60| 82.89000 994.68| 61.80000 741.60 PIPE END SECTION, REMOVE | | | 0016 203-02000 6295.600 m3 | 21.10000 132837.16| 32.65000 205551.34| 26.47000 166644.53 EXCAVATION, COMMON | | | 0017 203-06499 6713.300 m2 | 11.70000 78545.61| 4.95000 33230.84| 10.09000 67737.20 SUBGRADE TREATMENT | | | 0018 205-02224 1415.000 m | 5.05000 7145.75| 4.88000 6905.20| 4.98000 7046.70 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0019 205-02234 17.000 EACH| 56.95000 968.15| 55.00000 935.00| 56.12000 954.04 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0020 205-02236 1.000 EACH| 93.20000 93.20| 90.00000 90.00| 91.84000 91.84 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 205-02237 62.000 EACH| 31.05000 1925.10| 30.00000 1860.00| 30.61000 1897.82 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 205-06932 65.000 m | 23.60000 1534.00| 22.80000 1482.00| 23.27000 1512.55 TEMPORARY CHECK DAM, STRAW BALES | | | 0023 211-07454 98.100 m3 | 31.85000 3124.49| 78.24000 7675.34| 19.50000 1912.95 STRUCTURE BACKFILL | | | 0024 301-07448 3.300 Mg | 20.70000 68.31| 200.00000 660.00| 37.55000 123.92 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 401-06264 LUMP| 4315.30000 4315.30| 7500.00000 7500.00| 2321.57000 2321.57 PROFILOGRAPH, HMA | | | 0026 401-07320 371.400 Mg | 43.35000 16100.19| 50.00000 18570.00| 70.51000 26187.41 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0027 401-07334 3927.800 Mg | 43.50000 170859.30| 50.00000 196390.00| 54.16000 212729.65 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0030 401-07406 2377.000 Mg | 30.55000 72617.35| 37.00000 87949.00| 27.12000 64464.24 QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0031 401-07408 5440.900 Mg | 35.65000 193968.09| 36.00000 195872.40| 38.16000 207624.74 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0032 401-07430 2691.500 Mg | 36.35000 97836.03| 43.00000 115734.50| 42.38000 114065.77 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0033 406-05520 45.500 Mg | 198.05000 9011.28| 225.00000 10237.50| 208.54000 9488.57 ASPHALT FOR TACK COAT | | | 0034 604-06069 74.800 m2 | 52.20000 3904.56| 50.36000 3766.93| 60.08000 4493.98 CURB RAMP, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,430.35 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25820-A COUNTIES : MARION LETTING DATE : 09/17/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 604-06070 1256.700 m2 | 36.70000 46120.89| 26.41000 33189.45| 44.76000 56249.89 SIDEWALK, CONCRETE | | | 0036 605-06120 1858.100 m | 36.00000 66891.60| 27.71000 51487.95| 31.63000 58771.70 CURB, CONCRETE | | | 0037 605-06150 1275.500 m | 40.40000 51530.20| 39.65000 50573.58| 44.69000 57002.10 CURB AND GUTTER, C, CONCRETE | | | 0038 605-06240 1435.200 m2 | 39.80000 57120.96| 32.15000 46141.68| 32.65000 46859.28 CENTER CURB, A, CONCRETE | | | 0039 605-94811 2.000 EACH| 465.90000 931.80| 409.27000 818.54| 459.18000 918.36 CURB TURNOUT | | | 0040 610-07487 1441.400 Mg | 32.65000 47061.71| 50.00000 72070.00| 52.97000 76350.96 HMA FOR APPROACHES, TYPE B | | | 0041 611-05330 68.000 m2 | 48.10000 3270.80| 45.38000 3085.84| 40.82000 2775.76 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0042 611-95023 3.000 EACH| 120.15000 360.45| 165.00000 495.00| 168.37000 505.11 MAILBOX ASSEMBLY, RESET | | | 0043 615-06500 8.000 EACH| 517.70000 4141.60| 750.00000 6000.00| 765.30000 6122.40 MONUMENT, A | | | 0044 621-06575 13826.700 m2 | 5.45000 75355.52| 3.15000 43554.11| 4.87000 67336.03 SODDING, NURSERY | | | 0045 622-05616 164.000 EACH| 43.50000 7134.00| 56.00000 9184.00| 57.14000 9370.96 PLANT, BROADLEAF EVERGREEN, GLOBE, | | | DWARF, OVER 450 TO 600 mm | | | 0046 622-05626 61.000 EACH| 54.85000 3345.85| 273.00000 16653.00| 278.57000 16992.77 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0047 622-05639 412.000 EACH| 43.50000 17922.00| 55.00000 22660.00| 56.12000 23121.44 PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm | | | 0048 622-05649 205.000 EACH| 305.45000 62617.25| 203.00000 41615.00| 207.14000 42463.70 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0049 622-05651 132.000 EACH| 336.50000 44418.00| 548.00000 72336.00| 559.18000 73811.76 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0050 715-05048 3497.000 m | 9.35000 32696.95| 9.37000 32766.89| 9.20000 32172.40 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05053 84.000 m | 36.25000 3045.00| 61.23000 5143.32| 35.71000 2999.64 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0052 715-05149 547.500 m | 65.70000 35970.75| 70.18000 38423.55| 96.51000 52839.23 PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,430.35 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25820-A COUNTIES : MARION LETTING DATE : 09/17/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05151 6.000 m | 120.75000 724.50| 130.34000 782.04| 293.75000 1762.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0054 715-05154 2.000 m | 322.00000 644.00| 375.64000 751.28| 675.63000 1351.26 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0055 715-05168 23.000 m | 68.10000 1566.30| 228.25000 5249.75| 93.10000 2141.30 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0056 715-05366 12.300 m | 224.95000 2766.89| 213.00000 2619.90| 312.69000 3846.09 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0057 715-05368 7.700 m | 328.15000 2526.76| 256.70000 1976.59| 448.44000 3452.99 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0058 715-06471 5.000 EACH| 1114.80000 5574.00| 861.87000 4309.35| 680.25000 3401.25 PIPE END SECTION, MIN. AREA .31 m2 | | | 0059 715-46000 7.000 EACH| 475.50000 3328.50| 287.29000 2011.03| 641.00000 4487.00 PIPE END SECTION, 300 mm | | | 0060 715-46010 2.000 EACH| 545.40000 1090.80| 402.20000 804.40| 691.47000 1382.94 PIPE END SECTION, 450 mm | | | 0061 715-97607 4.000 EACH| 1326.25000 5305.00| 746.95000 2987.80| 769.97000 3079.88 PIPE END SECTION, MIN. AREA .42 m2 | | | 0062 718-06531 14.000 EACH| 569.45000 7972.30| 465.09000 6511.26| 561.22000 7857.08 OUTLET PROTECTOR, 3 | | | 0063 718-52610 672.600 m3 | 36.75000 24718.05| 47.00000 31612.20| 41.08000 27630.41 AGGREGATE FOR UNDERDRAINS | | | 0064 718-99153 6644.300 m2 | 1.80000 11959.74| 0.58000 3853.69| 1.79000 11893.30 GEOTEXTILES FOR UNDERDRAIN | | | 0065 720-44000 18.000 EACH| 327.40000 5893.20| 255.82000 4604.76| 220.66000 3971.88 CASTING, ADJUST TO GRADE | | | 0066 720-44296 11.000 EACH| 273.20000 3005.20| 385.23000 4237.53| 258.42000 2842.62 CAP INLET | | | 0067 720-45015 1.000 EACH| 950.15000 950.15| 968.64000 968.64| 1277.38000 1277.38 INLET, A8 | | | 0068 720-45030 1.000 EACH| 780.00000 780.00| 802.02000 802.02| 1271.76000 1271.76 INLET, E7 | | | 0069 720-45045 22.000 EACH| 984.60000 21661.20| 1037.59000 22826.98| 1281.85000 28200.70 INLET, J10 | | | 0070 720-45055 12.000 EACH| 978.10000 11737.20| 1152.51000 13830.12| 1275.12000 15301.44 INLET, M10 | | | 0071 720-45215 1.000 EACH| 1460.60000 1460.60| 1198.47000 1198.47| 1808.97000 1808.97 CATCH BASIN, A8 | | | 0072 720-45250 2.000 EACH| 1055.65000 2111.30| 1267.42000 2534.84| 1355.88000 2711.76 CATCH BASIN, K10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,430.35 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25820-A COUNTIES : MARION LETTING DATE : 09/17/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 720-45410 12.000 EACH| 1259.05000 15108.60| 1483.30000 17799.60| 1518.00000 18216.00 MANHOLE, C4 | | | 0074 720-98174 6.000 EACH| 1389.50000 8337.00| 1521.27000 9127.62| 1293.07000 7758.42 INLET, B15 | | | 0075 801-04308 5.000 EACH| 207.05000 1035.25| 200.00000 1000.00| 204.08000 1020.40 ROAD CLOSURE SIGN ASSEMBLY | | | 0076 801-06203 15505.500 m | 0.40000 6202.20| 0.40000 6202.20| 0.41000 6357.26 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0077 801-06207 6058.300 m | 3.00000 18174.90| 2.88000 17447.90| 2.94000 17811.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0078 801-06216 15.000 m | 10.35000 155.25| 10.00000 150.00| 10.20000 153.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0079 801-06606 17.000 EACH| 72.50000 1232.50| 70.00000 1190.00| 71.43000 1214.31 BARRICADE, IIIB | | | 0080 801-06640 20.000 EACH| 119.05000 2381.00| 115.00000 2300.00| 117.35000 2347.00 CONSTRUCTION SIGN, A | | | 0081 801-06775 LUMP| 122862.15000 122862.15| 85000.00000 85000.00| 86147.40000 86147.40 MAINTAINING TRAFFIC | | | 0082 802-05701 113.400 m | 25.90000 2937.06| 25.00000 2835.00| 26.28000 2980.15 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0083 802-76025 16.800 m2 | 165.65000 2782.92| 160.00000 2688.00| 168.22000 2826.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0084 802-76035 12.700 m2 | 196.70000 2498.09| 190.00000 2413.00| 199.76000 2536.95 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0085 802-76045 3.200 m2 | 217.45000 695.84| 210.00000 672.00| 220.79000 706.53 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0086 804-06770 14.000 EACH| 31.05000 434.70| 30.00000 420.00| 31.54000 441.56 DELINEATOR POST | | | 0087 805-01815 8.000 EACH| 1242.45000 9939.60| 1200.00000 9600.00| 1261.67000 10093.36 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0088 805-01842 17.000 EACH| 698.85000 11880.45| 675.00000 11475.00| 709.69000 12064.73 HANDHOLE, SIGNAL | | | 0089 805-02087 LUMP| 1.05000 1.05| 1.00000 1.00| 1.05000 1.05 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,430.35 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25820-A COUNTIES : MARION LETTING DATE : 09/17/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 805-02152 8.000 EACH| 372.75000 2982.00| 360.00000 2880.00| 378.50000 3028.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0091 805-03979 4.000 EACH| 776.50000 3106.00| 750.00000 3000.00| 788.54000 3154.16 EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | | CHANNEL, TWO DIRECTIONS | | | 0092 805-03980 4.000 EACH| 207.05000 828.20| 200.00000 800.00| 210.28000 841.12 EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0093 805-03982 2.000 EACH| 25.90000 51.80| 25.00000 50.00| 26.29000 52.58 SYSTEM CHASSIS | | | 0094 805-03983 2.000 EACH| 3623.75000 7247.50| 3500.00000 7000.00| 3679.87000 7359.74 PHASE SELECTORS | | | 0096 805-06592 1280.700 m | 24.85000 31825.40| 24.00000 30736.80| 25.23000 32312.06 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0097 805-78100 2.000 EACH| 9318.25000 18636.50| 9000.00000 18000.00| 9462.50000 18925.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0098 805-78205 10.000 EACH| 465.90000 4659.00| 450.00000 4500.00| 473.13000 4731.30 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0099 805-78215 8.000 EACH| 471.10000 3768.80| 455.00000 3640.00| 478.38000 3827.04 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0100 805-78230 10.000 EACH| 724.75000 7247.50| 700.00000 7000.00| 735.97000 7359.70 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0101 805-78415 8.000 EACH| 890.40000 7123.20| 860.00000 6880.00| 893.68000 7149.44 SPAN, CATENARY, AND TETHER | | | 0102 805-78420 8.000 EACH| 238.15000 1905.20| 230.00000 1840.00| 241.82000 1934.56 DISCONNECT HANGER | | | 0103 805-78445 2.000 EACH| 491.80000 983.60| 475.00000 950.00| 499.41000 998.82 SIGNAL SERVICE | | | 0104 805-78467 32.000 m | 3.10000 99.20| 3.00000 96.00| 3.15000 100.80 SIGNAL CABLE, 3C 8GA. | | | 0105 805-78485 384.700 m | 2.85000 1096.40| 2.75000 1057.93| 2.89000 1111.78 SIGNAL CABLE, 5C 14GA. | | | 0106 805-78490 322.800 m | 3.10000 1000.68| 3.00000 968.40| 3.15000 1016.82 SIGNAL CABLE, 7C 14GA. | | | 0107 805-78495 231.400 m | 4.15000 960.31| 4.00000 925.60| 4.21000 974.19 SIGNAL CABLE, 9C 14GA. | | | 0108 805-78500 334.200 m | 4.40000 1470.48| 4.25000 1420.35| 4.47000 1493.87 SIGNAL CABLE, 11C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,430.35 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25820-A COUNTIES : MARION LETTING DATE : 09/17/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 805-78510 8457.200 m | 0.45000 3805.74| 0.43000 3636.60| 0.45000 3805.74 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0110 805-78785 24.000 EACH| 569.45000 13666.80| 550.00000 13200.00| 578.26000 13878.24 SIGNAL DETECTOR HOUSING | | | 0111 805-78795 954.100 m | 11.90000 11353.79| 11.50000 10972.15| 12.09000 11535.07 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0112 805-78925 2.000 EACH| 517.70000 1035.40| 500.00000 1000.00| 525.70000 1051.40 CONTROLLER CABINET FOUNDATION, P1 | | | 0113 805-81032 8.000 EACH| 3054.30000 24434.40| 2950.00000 23600.00| 3101.60000 24812.80 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0114 805-92504 8.000 EACH| 336.50000 2692.00| 325.00000 2600.00| 341.70000 2733.60 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0115 805-96014 865.300 m | 4.75000 4110.18| 9.56000 8272.27| 0.01000 8.65 SAW CUT, FULL DEPTH | | | 0116 805-96121 4.000 EACH| 103.55000 414.20| 100.00000 400.00| 105.14000 420.56 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0117 808-01226 432.000 EACH| 8.30000 3585.60| 8.00000 3456.00| 13.67000 5905.44 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0118 808-06701 1721.300 m | 0.90000 1549.17| 0.89000 1531.96| 0.73000 1256.55 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0119 808-06703 6391.000 m | 0.90000 5751.90| 0.85000 5432.35| 0.73000 4665.43 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0120 808-06716 10057.000 m | 0.90000 9051.30| 0.88000 8850.16| 0.90000 9051.30 LINE, REMOVE | | | 0121 808-75245 3914.700 m | 0.90000 3523.23| 0.85000 3327.50| 0.73000 2857.73 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0122 808-75297 181.200 m | 10.85000 1966.02| 10.50000 1902.60| 9.18000 1663.42 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0123 808-75300 266.400 m | 1.80000 479.52| 1.75000 466.20| 2.96000 788.54 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0124 808-75320 54.000 EACH| 43.50000 2349.00| 42.00000 2268.00| 45.92000 2479.68 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0125 808-75325 54.000 EACH| 56.95000 3075.30| 55.00000 2970.00| 56.12000 3030.48 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 130 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,430.35 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25820-A COUNTIES : MARION LETTING DATE : 09/17/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1139301 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 202-78515 LUMP| 2070.70000 2070.70| 2000.00000 2000.00| 2102.78000 2102.78 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0127 805-01893 LUMP| 1035.35000 1035.35| 1000.00000 1000.00| 1051.39000 1051.39 MAINTAINING TRAFFIC SIGNAL | | | 0128 805-02503 3816.400 m | 0.25000 954.10| 0.24000 915.94| 0.25000 954.10 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0129 401-07389 817.100 Mg | 29.55000 24145.31| 42.00000 34318.20| 49.63000 40552.67 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0130 401-07403 8101.000 Mg | 34.25000 277459.25| 35.00000 283535.00| 38.94000 315452.94 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | SECTION TOTALS | $ 2,559,214.87| $ 2,643,450.80| $ 2,774,573.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,559,214.87| $ 2,643,450.80| $ 2,774,573.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 130 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,430.35 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25820-A COUNTIES : MARION LETTING DATE : 09/17/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 31-4351261 | |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06845 LUMP| 42000.00000 42000.00| 38120.00000 38120.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 15.000 MOS | 2700.00000 40500.00| 1400.00000 21000.00| FIELD OFFICE, C | | | 0003 110-01001 LUMP| 130000.00000 130000.00| 110000.00000 110000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25726.02000 25726.02| 41899.75000 41899.75| CLEARING RIGHT OF WAY | | | 0005 202-02240 1279.100 m2 | 16.00000 20465.60| 12.12000 15502.69| PAVEMENT, REMOVE | | | 0006 202-02241 847.100 m | 10.50000 8894.55| 7.47000 6327.84| GUARDRAIL, REMOVE | | | 0007 202-02273 925.600 m2 | 27.00000 24991.20| 14.33000 13263.85| CENTER CURB, CONCRETE, REMOVE | | | 0008 202-02278 2136.000 m | 23.00000 49128.00| 16.39000 35009.04| CURB, CONCRETE, REMOVE | | | 0009 202-52710 1768.700 m2 | 9.30000 16448.91| 9.31000 16466.60| SIDEWALK, CONCRETE, REMOVE | | | 0010 202-60820 41688.500 m2 | 1.00000 41688.50| 1.36000 56696.36| SURFACE MILLING, ASPHALT | | | 0011 202-91385 28.000 EACH| 380.00000 10640.00| 372.27000 10423.56| INLET, REMOVE | | | 0012 202-91840 498.300 m | 16.00000 7972.80| 13.34000 6647.32| FENCE, CHAIN LINK, REMOVE | | | 0013 202-93047 5.000 EACH| 780.00000 3900.00| 636.07000 3180.35| MANHOLE, REMOVE | | | 0014 202-96133 251.500 m | 45.00000 11317.50| 33.78000 8495.67| PIPE, REMOVE | | | 0015 202-98488 12.000 EACH| 230.00000 2760.00| 88.48000 1061.76| PIPE END SECTION, REMOVE | | | 0016 203-02000 6295.600 m3 | 37.00000 232937.20| 34.85000 219401.66| EXCAVATION, COMMON | | | 0017 203-06499 6713.300 m2 | 7.00000 46993.10| 5.28000 35446.22| SUBGRADE TREATMENT | | | 0018 205-02224 1415.000 m | 5.50000 7782.50| 5.21000 7372.15| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0019 205-02234 17.000 EACH| 63.00000 1071.00| 58.71000 998.07| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 130 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,430.35 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25820-A COUNTIES : MARION LETTING DATE : 09/17/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 31-4351261 | |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-02236 1.000 EACH| 63.00000 63.00| 96.07000 96.07| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 205-02237 62.000 EACH| 63.00000 3906.00| 32.02000 1985.24| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 205-06932 65.000 m | 8.00000 520.00| 24.34000 1582.10| TEMPORARY CHECK DAM, STRAW BALES | | | 0023 211-07454 98.100 m3 | 20.00000 1962.00| 83.52000 8193.31| STRUCTURE BACKFILL | | | 0024 301-07448 3.300 Mg | 100.00000 330.00| 103.27000 340.79| COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 401-06264 LUMP| 4500.00000 4500.00| 6000.00000 6000.00| PROFILOGRAPH, HMA | | | 0026 401-07320 371.400 Mg | 47.00000 17455.80| 65.00000 24141.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0027 401-07334 3927.800 Mg | 50.00000 196390.00| 51.00000 200317.80| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0030 401-07406 2377.000 Mg | 37.00000 87949.00| 41.36000 98312.72| QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0031 401-07408 5440.900 Mg | 37.00000 201313.30| 45.00000 244840.50| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0032 401-07430 2691.500 Mg | 45.00000 121117.50| 55.00000 148032.50| QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0033 406-05520 45.500 Mg | 200.00000 9100.00| 291.48000 13262.34| ASPHALT FOR TACK COAT | | | 0034 604-06069 74.800 m2 | 65.00000 4862.00| 53.76000 4021.25| CURB RAMP, CONCRETE | | | 0035 604-06070 1256.700 m2 | 37.00000 46497.90| 28.19000 35426.37| SIDEWALK, CONCRETE | | | 0036 605-06120 1858.100 m | 39.00000 72465.90| 29.58000 54962.60| CURB, CONCRETE | | | 0037 605-06150 1275.500 m | 49.00000 62499.50| 42.33000 53991.92| CURB AND GUTTER, C, CONCRETE | | | 0038 605-06240 1435.200 m2 | 0.01000 14.35| 33.25000 47720.40| CENTER CURB, A, CONCRETE | | | 0039 605-94811 2.000 EACH| 1000.00000 2000.00| 436.89000 873.78| CURB TURNOUT | | | 0040 610-07487 1441.400 Mg | 66.00000 95132.40| 75.00000 108105.00| HMA FOR APPROACHES, TYPE B | | | 0041 611-05330 68.000 m2 | 80.00000 5440.00| 48.44000 3293.92| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 130 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,430.35 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25820-A COUNTIES : MARION LETTING DATE : 09/17/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 31-4351261 | |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 611-95023 3.000 EACH| 190.00000 570.00| 176.13000 528.39| MAILBOX ASSEMBLY, RESET | | | 0043 615-06500 8.000 EACH| 530.00000 4240.00| 800.61000 6404.88| MONUMENT, A | | | 0044 621-06575 13826.700 m2 | 3.70000 51158.79| 3.36000 46457.71| SODDING, NURSERY | | | 0045 622-05616 164.000 EACH| 44.00000 7216.00| 59.78000 9803.92| PLANT, BROADLEAF EVERGREEN, GLOBE, | | | DWARF, OVER 450 TO 600 mm | | | 0046 622-05626 61.000 EACH| 56.00000 3416.00| 291.42000 17776.62| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0047 622-05639 412.000 EACH| 44.00000 18128.00| 58.71000 24188.52| PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm | | | 0048 622-05649 205.000 EACH| 310.00000 63550.00| 216.70000 44423.50| PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0049 622-05651 132.000 EACH| 340.00000 44880.00| 584.98000 77217.36| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0050 715-05048 3497.000 m | 9.50000 33221.50| 10.00000 34970.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0051 715-05053 84.000 m | 37.00000 3108.00| 65.36000 5490.24| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0052 715-05149 547.500 m | 95.00000 52012.50| 74.92000 41018.70| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0053 715-05151 6.000 m | 170.00000 1020.00| 139.14000 834.84| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0054 715-05154 2.000 m | 210.00000 420.00| 400.99000 801.98| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0055 715-05168 23.000 m | 80.00000 1840.00| 243.65000 5603.95| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0056 715-05366 12.300 m | 290.00000 3567.00| 227.37000 2796.65| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0057 715-05368 7.700 m | 360.00000 2772.00| 274.02000 2109.95| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0058 715-06471 5.000 EACH| 1000.00000 5000.00| 920.03000 4600.15| PIPE END SECTION, MIN. AREA .31 m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 130 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,430.35 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25820-A COUNTIES : MARION LETTING DATE : 09/17/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 31-4351261 | |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-46000 7.000 EACH| 300.00000 2100.00| 306.68000 2146.76| PIPE END SECTION, 300 mm | | | 0060 715-46010 2.000 EACH| 360.00000 720.00| 429.34000 858.68| PIPE END SECTION, 450 mm | | | 0061 715-97607 4.000 EACH| 1300.00000 5200.00| 797.36000 3189.44| PIPE END SECTION, MIN. AREA .42 m2 | | | 0062 718-06531 14.000 EACH| 580.00000 8120.00| 453.68000 6351.52| OUTLET PROTECTOR, 3 | | | 0063 718-52610 672.600 m3 | 37.00000 24886.20| 50.17000 33744.34| AGGREGATE FOR UNDERDRAINS | | | 0064 718-99153 6644.300 m2 | 1.80000 11959.74| 0.62000 4119.47| GEOTEXTILES FOR UNDERDRAIN | | | 0065 720-44000 18.000 EACH| 350.00000 6300.00| 273.08000 4915.44| CASTING, ADJUST TO GRADE | | | 0066 720-44296 11.000 EACH| 450.00000 4950.00| 411.23000 4523.53| CAP INLET | | | 0067 720-45015 1.000 EACH| 1300.00000 1300.00| 1034.00000 1034.00| INLET, A8 | | | 0068 720-45030 1.000 EACH| 1100.00000 1100.00| 856.14000 856.14| INLET, E7 | | | 0069 720-45045 22.000 EACH| 1500.00000 33000.00| 1107.61000 24367.42| INLET, J10 | | | 0070 720-45055 12.000 EACH| 1500.00000 18000.00| 1230.28000 14763.36| INLET, M10 | | | 0071 720-45215 1.000 EACH| 2000.00000 2000.00| 1279.34000 1279.34| CATCH BASIN, A8 | | | 0072 720-45250 2.000 EACH| 1600.00000 3200.00| 1352.95000 2705.90| CATCH BASIN, K10 | | | 0073 720-45410 12.000 EACH| 2200.00000 26400.00| 1583.40000 19000.80| MANHOLE, C4 | | | 0074 720-98174 6.000 EACH| 1900.00000 11400.00| 1624.30000 9745.80| INLET, B15 | | | 0075 801-04308 5.000 EACH| 210.00000 1050.00| 213.50000 1067.50| ROAD CLOSURE SIGN ASSEMBLY | | | 0076 801-06203 15505.500 m | 0.42000 6512.31| 0.43000 6667.37| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0077 801-06207 6058.300 m | 3.00000 18174.90| 3.07000 18598.98| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0078 801-06216 15.000 m | 10.50000 157.50| 10.67000 160.05| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 130 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,430.35 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25820-A COUNTIES : MARION LETTING DATE : 09/17/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 31-4351261 | |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 801-06606 17.000 EACH| 74.00000 1258.00| 74.72000 1270.24| BARRICADE, IIIB | | | 0080 801-06640 20.000 EACH| 120.00000 2400.00| 122.76000 2455.20| CONSTRUCTION SIGN, A | | | 0081 801-06775 LUMP| 63000.00000 63000.00| 64555.11000 64555.11| MAINTAINING TRAFFIC | | | 0082 802-05701 113.400 m | 26.00000 2948.40| 26.69000 3026.65| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0083 802-76025 16.800 m2 | 170.00000 2856.00| 170.80000 2869.44| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0084 802-76035 12.700 m2 | 200.00000 2540.00| 202.82000 2575.81| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0085 802-76045 3.200 m2 | 220.00000 704.00| 224.17000 717.34| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0086 804-06770 14.000 EACH| 26.00000 364.00| 32.02000 448.28| DELINEATOR POST | | | 0087 805-01815 8.000 EACH| 1270.00000 10160.00| 1280.98000 10247.84| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0088 805-01842 17.000 EACH| 710.00000 12070.00| 720.55000 12249.35| HANDHOLE, SIGNAL | | | 0089 805-02087 LUMP| 1000.00000 1000.00| 1005.60000 1005.60| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0090 805-02152 8.000 EACH| 380.00000 3040.00| 384.29000 3074.32| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0091 805-03979 4.000 EACH| 790.00000 3160.00| 800.61000 3202.44| EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | | CHANNEL, TWO DIRECTIONS | | | 0092 805-03980 4.000 EACH| 210.00000 840.00| 213.50000 854.00| EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0093 805-03982 2.000 EACH| 26.00000 52.00| 26.69000 53.38| SYSTEM CHASSIS | | | 0094 805-03983 2.000 EACH| 3700.00000 7400.00| 3736.19000 7472.38| PHASE SELECTORS | | | 0096 805-06592 1280.700 m | 25.00000 32017.50| 25.62000 32811.53| CONDUIT, STEEL, GALVANIZED, 50mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 130 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,430.35 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25820-A COUNTIES : MARION LETTING DATE : 09/17/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 31-4351261 | |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 805-78100 2.000 EACH| 9500.00000 19000.00| 9607.35000 19214.70| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0098 805-78205 10.000 EACH| 480.00000 4800.00| 480.37000 4803.70| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0099 805-78215 8.000 EACH| 480.00000 3840.00| 485.71000 3885.68| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0100 805-78230 10.000 EACH| 740.00000 7400.00| 747.24000 7472.40| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0101 805-78415 8.000 EACH| 910.00000 7280.00| 918.04000 7344.32| SPAN, CATENARY, AND TETHER | | | 0102 805-78420 8.000 EACH| 240.00000 1920.00| 245.52000 1964.16| DISCONNECT HANGER | | | 0103 805-78445 2.000 EACH| 500.00000 1000.00| 507.06000 1014.12| SIGNAL SERVICE | | | 0104 805-78467 32.000 m | 3.20000 102.40| 3.20000 102.40| SIGNAL CABLE, 3C 8GA. | | | 0105 805-78485 384.700 m | 2.90000 1115.63| 2.94000 1131.02| SIGNAL CABLE, 5C 14GA. | | | 0106 805-78490 322.800 m | 3.20000 1032.96| 3.20000 1032.96| SIGNAL CABLE, 7C 14GA. | | | 0107 805-78495 231.400 m | 4.20000 971.88| 4.27000 988.08| SIGNAL CABLE, 9C 14GA. | | | 0108 805-78500 334.200 m | 4.50000 1503.90| 4.54000 1517.27| SIGNAL CABLE, 11C 14GA. | | | 0109 805-78510 8457.200 m | 0.45000 3805.74| 0.46000 3890.31| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0110 805-78785 24.000 EACH| 580.00000 13920.00| 587.12000 14090.88| SIGNAL DETECTOR HOUSING | | | 0111 805-78795 954.100 m | 12.00000 11449.20| 12.28000 11716.35| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0112 805-78925 2.000 EACH| 530.00000 1060.00| 533.74000 1067.48| CONTROLLER CABINET FOUNDATION, P1 | | | 0113 805-81032 8.000 EACH| 3100.00000 24800.00| 3149.07000 25192.56| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0114 805-92504 8.000 EACH| 340.00000 2720.00| 346.93000 2775.44| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0115 805-96014 865.300 m | 8.00000 6922.40| 10.21000 8834.71| SAW CUT, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 130 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,186,430.35 ROUTE : CALL ORDER : 130 CONTRACT ID : R -25820-A COUNTIES : MARION LETTING DATE : 09/17/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 31-4351261 | |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 805-96121 4.000 EACH| 110.00000 440.00| 106.75000 427.00| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0117 808-01226 432.000 EACH| 8.50000 3672.00| 8.54000 3689.28| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0118 808-06701 1721.300 m | 0.90000 1549.17| 0.95000 1635.24| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0119 808-06703 6391.000 m | 0.86000 5496.26| 0.91000 5815.81| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0120 808-06716 10057.000 m | 0.89000 8950.73| 0.94000 9453.58| LINE, REMOVE | | | 0121 808-75245 3914.700 m | 0.86000 3366.64| 0.91000 3562.38| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0122 808-75297 181.200 m | 11.00000 1993.20| 11.21000 2031.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0123 808-75300 266.400 m | 1.80000 479.52| 1.87000 498.17| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0124 808-75320 54.000 EACH| 44.00000 2376.00| 44.83000 2420.82| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0125 808-75325 54.000 EACH| 58.00000 3132.00| 58.71000 3170.34| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0126 202-78515 LUMP| 2100.00000 2100.00| 2134.97000 2134.97| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0127 805-01893 LUMP| 1050.00000 1050.00| 1067.48000 1067.48| MAINTAINING TRAFFIC SIGNAL | | | 0128 805-02503 3816.400 m | 0.25000 954.10| 0.26000 992.26| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0129 401-07389 817.100 Mg | 34.00000 27781.40| 60.00000 49026.00| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0130 401-07403 8101.000 Mg | 39.00000 315939.00| 39.49000 319908.49| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | SECTION TOTALS | $ 2,781,120.00| $ 2,860,696.22| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,781,120.00| $ 2,860,696.22| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 150 CONTRACT ID : R -26331-A COUNTIES : DELAWARE LETTING DATE : 09/17/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/28/03 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. $ 4,193,669.30 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 300,344.97 ROUTE : 465 CALL ORDER : 190 CONTRACT ID : R -26486-A COUNTIES : MARION LETTING DATE : 09/17/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/16/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 46540JX SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1714030 MILES EXCAVATING, INC. IRREGULAR BID $ 147,560.06 100.0000% 2 35-1815287 DENNEY EXCAVATING INC. IRREGULAR BID $ 168,796.75 114.3918% 3 35-1636608 TRAMCO INC. IRREGULAR BID $ 169,601.14 114.9370% 4 35-1127746 S & G EXCAVATING INC $ 249,796.22 169.2844% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 416,313.80 282.1317% ==================================================================================================================================== ALL BIDS REJECTED, TO BE READVERTISED. INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 949,722.92 ROUTE : SR 168 CALL ORDER : 210 CONTRACT ID : RS-26307-A COUNTIES : GIBSON LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 382600N SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 858,253.60 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 931,000.00 108.4760% 3 35-1139301 E & B PAVING, INC. $ 955,000.00 111.2724% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1139301 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|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| 12000.00000 12000.00| 12000.00000 12000.00| 6325.00000 6325.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1500.00000 13500.00| 1350.00000 12150.00| 2000.00000 18000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 42500.00000 42500.00| 46500.00000 46500.00| 47750.00000 47750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 90900.000 m2 | 0.70000 63630.00| 0.10000 9090.00| 0.55000 49995.00 SURFACE MILLING, ASPHALT | | | 0005 202-93741 14.000 EACH| 210.00000 2940.00| 210.00000 2940.00| 210.00000 2940.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 203-91878 100.000 m | 65.00000 6500.00| 35.00000 3500.00| 26.00000 2600.00 LINEAR DITCH GRADING | | | 0007 303-07449 200.000 Mg | 13.00000 2600.00| 27.00000 5400.00| 15.00000 3000.00 COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07490 100.000 Mg | 60.00000 6000.00| 98.00000 9800.00| 100.00000 10000.00 HMA PATCHING, TYPE B | | | 0009 401-06264 LUMP| 7000.00000 7000.00| 3300.00000 3300.00| 4900.00000 4900.00 PROFILOGRAPH, HMA | | | 0010 401-07321 8065.000 Mg | 35.00000 282275.00| 43.00000 346795.00| 39.00000 314535.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0011 401-07356 7900.000 Mg | 34.00000 268600.00| 40.50000 319950.00| 37.50000 296250.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm | | | 0012 402-07451 600.000 Mg | 38.00000 22800.00| 40.50000 24300.00| 45.00000 27000.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0013 404-05511 7400.000 m2 | 1.25000 9250.00| 1.10000 8140.00| 1.65000 12210.00 SEAL COAT, 2 | | | 0014 405-05517 8.600 Mg | 380.00000 3268.00| 310.00000 2666.00| 850.00000 7310.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 949,722.92 ROUTE : SR 168 CALL ORDER : 210 CONTRACT ID : RS-26307-A COUNTIES : GIBSON LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1139301 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 406-05520 47.000 Mg | 185.00000 8695.00| 190.00000 8930.00| 215.00000 10105.00 ASPHALT FOR TACK COAT | | | 0016 601-93346 8.000 EACH| 65.00000 520.00| 65.00000 520.00| 65.00000 520.00 GUARDRAIL CONNECTOR, AS | | | 0017 601-94689 14.000 EACH| 2800.00000 39200.00| 1925.00000 26950.00| 2600.00000 36400.00 GUARDRAIL END TREATMENT, OS | | | 0018 610-07487 500.000 Mg | 35.00000 17500.00| 45.00000 22500.00| 60.00000 30000.00 HMA FOR APPROACHES, TYPE B | | | 0019 615-06520 3.000 EACH| 400.00000 1200.00| 550.00000 1650.00| 1480.00000 4440.00 MONUMENT, RE-ESTABLISH | | | 0020 615-06525 4.000 EACH| 215.00000 860.00| 230.00000 920.00| 450.00000 1800.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0021 616-02320 130.000 m2 | 4.50000 585.00| 6.00000 780.00| 3.95000 513.50 GEOTEXTILES | | | 0022 616-06405 100.000 Mg | 50.00000 5000.00| 35.00000 3500.00| 31.75000 3175.00 RIPRAP, REVETMENT | | | 0023 801-06203 1210.000 m | 5.00000 6050.00| 1.75000 2117.50| 2.00000 2420.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0024 801-06207 1030.000 m | 6.00000 6180.00| 3.50000 3605.00| 3.55000 3656.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0025 801-06640 45.000 EACH| 65.00000 2925.00| 65.00000 2925.00| 122.00000 5490.00 CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 14000.00000 14000.00| 37395.90000 37395.90| 40343.00000 40343.00 MAINTAINING TRAFFIC | | | 0027 808-06712 2270.000 m | 0.33000 749.10| 0.33000 749.10| 0.35000 794.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0028 808-06713 24000.000 m | 0.33000 7920.00| 0.33000 7920.00| 0.35000 8400.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0029 808-06714 6050.000 m | 0.33000 1996.50| 0.33000 1996.50| 0.35000 2117.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0030 808-75297 27.000 m | 30.00000 810.00| 30.00000 810.00| 30.00000 810.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0031 808-75340 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 600.00000 1200.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 858,253.60| $ 931,000.00| $ 955,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 858,253.60| $ 931,000.00| $ 955,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,128,735.12 ROUTE : 257 CALL ORDER : 230 CONTRACT ID : RS-26310-A COUNTIES : PIKE LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5363007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 938,262.73 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,105,700.00 117.8454% 3 35-1139301 E & B PAVING, INC. $ 1,152,000.00 122.7801% 4 35-1418333 ROGERS GROUP, INC. $ 1,202,324.12 128.1436% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1139301 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|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| 9000.00000 9000.00| 8500.00000 8500.00| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 2100.00000 10500.00| 1270.00000 6350.00| 2320.00000 11600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 46000.00000 46000.00| 55200.00000 55200.00| 57600.00000 57600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 167767.000 m2 | 0.37000 62073.79| 0.25000 41941.75| 0.51000 85561.17 SURFACE MILLING, ASPHALT | | | 0005 202-93741 12.000 EACH| 225.00000 2700.00| 120.00000 1440.00| 225.00000 2700.00 GUARD RAIL END TREATMENT, REMOVE | | | 0006 203-02000 100.000 m3 | 32.00000 3200.00| 12.00000 1200.00| 12.00000 1200.00 EXCAVATION, COMMON | | | 0007 203-91878 20.000 m | 85.00000 1700.00| 17.00000 340.00| 17.00000 340.00 LINEAR DITCH GRADING | | | 0008 205-06932 20.000 m | 15.00000 300.00| 7.00000 140.00| 7.00000 140.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0009 211-07454 176.000 m3 | 30.00000 5280.00| 31.20000 5491.20| 31.20000 5491.20 STRUCTURE BACKFILL | | | 0010 213-52830 5.000 m3 | 100.00000 500.00| 143.00000 715.00| 143.00000 715.00 FLOWABLE MORTAR | | | 0011 303-07449 100.000 Mg | 11.00000 1100.00| 27.00000 2700.00| 25.00000 2500.00 COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07490 250.000 Mg | 95.00000 23750.00| 95.00000 23750.00| 105.00000 26250.00 HMA PATCHING, TYPE B | | | 0013 401-07321 14829.000 Mg | 33.40000 495288.60| 42.50000 630232.50| 42.00000 622818.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0014 402-07451 2000.000 Mg | 39.00000 78000.00| 42.50000 85000.00| 48.75000 97500.00 HMA, TYPE B, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,128,735.12 ROUTE : 257 CALL ORDER : 230 CONTRACT ID : RS-26310-A COUNTIES : PIKE LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1139301 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 405-05517 46.000 Mg | 295.00000 13570.00| 310.00000 14260.00| 350.00000 16100.00 ASPHALT FOR PRIME COAT | | | 0016 406-05520 45.000 Mg | 185.00000 8325.00| 190.00000 8550.00| 210.00000 9450.00 ASPHALT FOR TACK COAT | | | 0017 601-93346 8.000 EACH| 70.00000 560.00| 125.00000 1000.00| 70.00000 560.00 GUARDRAIL CONNECTOR, AS | | | 0018 601-94689 12.000 EACH| 2800.00000 33600.00| 2275.00000 27300.00| 1970.00000 23640.00 GUARDRAIL END TREATMENT, OS | | | 0019 610-07487 853.000 Mg | 33.40000 28490.20| 55.00000 46915.00| 42.00000 35826.00 HMA FOR APPROACHES, TYPE B | | | 0020 616-02320 100.000 m2 | 6.45000 645.00| 2.80000 280.00| 2.80000 280.00 GEOTEXTILES | | | 0021 616-06405 40.000 Mg | 58.00000 2320.00| 42.70000 1708.00| 42.70000 1708.00 RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH| 300.00000 300.00| 685.00000 685.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06559 210.000 m2 | 3.25000 682.50| 5.16000 1083.60| 3.25000 682.50 MULCHED SEEDING, R | | | 0024 715-05123 22.400 m | 350.00000 7840.00| 267.00000 5980.80| 267.00000 5980.80 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0026 801-06203 2435.000 m | 2.10000 5113.50| 1.75000 4261.25| 3.00000 7305.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0027 801-06207 2435.000 m | 3.80000 9253.00| 3.30000 8035.50| 3.30000 8035.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0028 801-06640 59.000 EACH| 60.00000 3540.00| 60.00000 3540.00| 60.00000 3540.00 CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 13000.00000 13000.00| 43497.26000 43497.26| 46073.69000 46073.69 MAINTAINING TRAFFIC | | | 0030 808-06712 5235.000 m | 0.01000 52.35| 0.01000 52.35| 0.01000 52.35 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0031 808-06713 48702.000 m | 0.17000 8279.34| 0.17000 8279.34| 0.17000 8279.34 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-06714 43585.000 m | 0.17000 7409.45| 0.17000 7409.45| 0.17000 7409.45 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0033 808-75297 27.000 m | 30.00000 810.00| 30.00000 810.00| 30.00000 810.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0034 808-75340 3.000 EACH| 600.00000 1800.00| 600.00000 1800.00| 600.00000 1800.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,128,735.12 ROUTE : 257 CALL ORDER : 230 CONTRACT ID : RS-26310-A COUNTIES : PIKE LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1139301 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-75996 2000.000 EACH| 2.45000 4900.00| 4.30000 8600.00| 3.30000 6600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0036 808-75998 2000.000 EACH| 17.55000 35100.00| 17.55000 35100.00| 17.55000 35100.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0037 714-04786 0.900 m | 1200.00000 1080.00| 1100.00000 990.00| 1100.00000 990.00 CONCRETE BOX CULVERT, REINFORCED , 610 | | | mm X 610 mm, REMOVE AND RESET | | | 0038 715-05127 21.000 m | 400.00000 8400.00| 392.00000 8232.00| 392.00000 8232.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0039 715-05842 2.000 EACH| 1900.00000 3800.00| 2165.00000 4330.00| 2165.00000 4330.00 CONCRETE ANCHOR, 1050 mm | | | SECTION TOTALS | $ 938,262.73| $ 1,105,700.00| $ 1,152,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 938,262.73| $ 1,105,700.00| $ 1,152,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 230 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,128,735.12 ROUTE : 257 CALL ORDER : 230 CONTRACT ID : RS-26310-A COUNTIES : PIKE LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1418333 | | |ROGERS GROUP, 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| 1820.00000 1820.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1200.00000 6000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 45000.00000 45000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 167767.000 m2 | 0.56000 93949.52| | SURFACE MILLING, ASPHALT | | | 0005 202-93741 12.000 EACH| 255.00000 3060.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0006 203-02000 100.000 m3 | 44.00000 4400.00| | EXCAVATION, COMMON | | | 0007 203-91878 20.000 m | 140.00000 2800.00| | LINEAR DITCH GRADING | | | 0008 205-06932 20.000 m | 23.00000 460.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0009 211-07454 176.000 m3 | 64.00000 11264.00| | STRUCTURE BACKFILL | | | 0010 213-52830 5.000 m3 | 135.00000 675.00| | FLOWABLE MORTAR | | | 0011 303-07449 100.000 Mg | 21.25000 2125.00| | COMPACTED AGGREGATE, NO. 73 | | | 0012 304-07490 250.000 Mg | 76.50000 19125.00| | HMA PATCHING, TYPE B | | | 0013 401-07321 14829.000 Mg | 44.50000 659890.50| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0014 402-07451 2000.000 Mg | 46.50000 93000.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0015 405-05517 46.000 Mg | 270.00000 12420.00| | ASPHALT FOR PRIME COAT | | | 0016 406-05520 45.000 Mg | 215.00000 9675.00| | ASPHALT FOR TACK COAT | | | 0017 601-93346 8.000 EACH| 79.50000 636.00| | GUARDRAIL CONNECTOR, AS | | | 0018 601-94689 12.000 EACH| 2240.00000 26880.00| | GUARDRAIL END TREATMENT, OS | | | 0019 610-07487 853.000 Mg | 69.50000 59283.50| | HMA FOR APPROACHES, TYPE B | | | 0020 616-02320 100.000 m2 | 6.50000 650.00| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 230 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,128,735.12 ROUTE : 257 CALL ORDER : 230 CONTRACT ID : RS-26310-A COUNTIES : PIKE LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 616-06405 40.000 Mg | 33.25000 1330.00| | RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH| 340.00000 340.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06559 210.000 m2 | 39.75000 8347.50| | MULCHED SEEDING, R | | | 0024 715-05123 22.400 m | 395.00000 8848.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0026 801-06203 2435.000 m | 2.40000 5844.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0027 801-06207 2435.000 m | 2.60000 6331.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0028 801-06640 59.000 EACH| 68.00000 4012.00| | CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 24500.00000 24500.00| | MAINTAINING TRAFFIC | | | 0030 808-06712 5235.000 m | 0.02000 104.70| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0031 808-06713 48702.000 m | 0.20000 9740.40| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-06714 43585.000 m | 0.20000 8717.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0033 808-75297 27.000 m | 34.00000 918.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0034 808-75340 3.000 EACH| 680.00000 2040.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0035 808-75996 2000.000 EACH| 6.50000 13000.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0036 808-75998 2000.000 EACH| 20.00000 40000.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0037 714-04786 0.900 m | 2000.00000 1800.00| | CONCRETE BOX CULVERT, REINFORCED , 610 | | | mm X 610 mm, REMOVE AND RESET | | | 0038 715-05127 21.000 m | 478.00000 10038.00| | PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0039 715-05842 2.000 EACH| 1650.00000 3300.00| | CONCRETE ANCHOR, 1050 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 230 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,128,735.12 ROUTE : 257 CALL ORDER : 230 CONTRACT ID : RS-26310-A COUNTIES : PIKE LETTING DATE : 09/17/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,202,324.12| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,202,324.12| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,266,320.72 ROUTE : SR 9 CALL ORDER : 260 CONTRACT ID : RT-24570-A COUNTIES : LAGRANGE LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL CONTRACT TIME : 09/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0996011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,998,890.92 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 2,009,782.74 100.5448% 3 35-1065659 BROOKS CONSTRUCTION $ 2,066,221.90 103.3684% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 2,069,127.22 103.5137% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 2,090,177.34 104.5668% 6 35-0997978 PHEND & BROWN, INC. $ 2,170,657.10 108.5930% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 35-1065659 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 12000.00000 12000.00| 30000.00000 30000.00| 22650.00000 22650.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 99000.00000 99000.00| 100000.00000 100000.00| 86000.00000 86000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 49000.00000 49000.00| 50000.00000 50000.00| 19153.00000 19153.00 CLEARING RIGHT OF WAY | | | 0004 202-04089 2.000 EACH| 50.00000 100.00| 35.00000 70.00| 50.00000 100.00 SIGN, SHEET, REMOVE | | | 0005 202-60820 1451.000 m2 | 4.53000 6573.03| 2.70000 3917.70| 1.30000 1886.30 SURFACE MILLING, ASPHALT | | | 0006 202-60822 145.000 m2 | 6.51000 943.95| 2.70000 391.50| 1.00000 145.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0007 202-74040 2.000 EACH| 200.00000 400.00| 375.00000 750.00| 200.00000 400.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0008 203-02000 35728.000 m3 | 8.40000 300115.20| 8.00000 285824.00| 10.30000 367998.40 EXCAVATION, COMMON | | | 0009 205-02224 110.000 m | 7.10000 781.00| 7.00000 770.00| 7.10000 781.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02234 8.000 EACH| 60.00000 480.00| 35.00000 280.00| 60.00000 480.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 205-02236 2.000 EACH| 60.00000 120.00| 50.00000 100.00| 60.00000 120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,266,320.72 ROUTE : SR 9 CALL ORDER : 260 CONTRACT ID : RT-24570-A COUNTIES : LAGRANGE LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 35-1065659 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-06937 37.000 m | 7.10000 262.70| 7.00000 259.00| 7.10000 262.70 TEMPORARY SILT FENCE | | | 0013 207-07498 22704.300 m2 | 1.50000 34056.45| 2.00000 45408.60| 1.00000 22704.30 SUBGRADE TREATMENT, TYPE A | | | 0014 211-07454 1916.400 m3 | 0.10000 191.64| 0.01000 19.16| 1.00000 1916.40 STRUCTURE BACKFILL | | | 0015 303-01180 1396.700 Mg | 12.56000 17542.55| 21.50000 30029.05| 10.00000 13967.00 COMPACTED AGGREGATE, 53 | | | 0016 303-07449 6295.800 Mg | 14.05000 88455.99| 15.00000 94437.00| 10.00000 62958.00 COMPACTED AGGREGATE, NO. 73 | | | 0017 305-07464 100.000 m2 | 88.86000 8886.00| 100.00000 10000.00| 35.00000 3500.00 PCC BASE PATCHING, 225 mm | | | 0018 401-07320 740.000 Mg | 39.98000 29585.20| 38.00000 28120.00| 41.00000 30340.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0019 401-07334 2352.800 Mg | 33.14000 77971.79| 40.00000 94112.00| 43.00000 101170.40 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0020 401-07403 3921.400 Mg | 30.85000 120975.19| 34.00000 133327.60| 33.00000 129406.20 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0021 401-07406 2314.400 Mg | 29.99000 69408.86| 32.00000 74060.80| 34.00000 78689.60 QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0022 401-07408 9315.000 Mg | 28.94000 269576.10| 31.00000 288765.00| 36.00000 335340.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0023 401-07424 776.600 Mg | 34.88000 27087.81| 31.00000 24074.60| 25.00000 19415.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0024 401-07429 4009.600 Mg | 33.53000 134441.89| 27.00000 108259.20| 34.00000 136326.40 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0025 402-07451 141.400 Mg | 45.81000 6477.53| 45.00000 6363.00| 34.00000 4807.60 HMA, TYPE B, WEDGE AND LEVEL | | | 0026 402-07453 1017.000 Mg | 46.06000 46843.02| 53.00000 53901.00| 30.00000 30510.00 HMA FOR TEMPORARY PAVEMENT | | | 0027 405-05517 4.720 Mg | 275.00000 1298.00| 400.00000 1888.00| 135.00000 637.20 ASPHALT FOR PRIME COAT | | | 0028 406-05520 29.130 Mg | 175.00000 5097.75| 250.00000 7282.50| 135.00000 3932.55 ASPHALT FOR TACK COAT | | | 0029 601-02297 2.000 EACH| 5500.00000 11000.00| 3500.00000 7000.00| 1500.00000 3000.00 IMPACT ATTENUATOR, RESET | | | 0030 601-03464 2.000 EACH| 60.00000 120.00| 60.00000 120.00| 60.00000 120.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0031 601-94689 2.000 EACH| 2300.00000 4600.00| 2300.00000 4600.00| 2300.00000 4600.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 260 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,266,320.72 ROUTE : SR 9 CALL ORDER : 260 CONTRACT ID : RT-24570-A COUNTIES : LAGRANGE LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 35-1065659 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-99105 99.060 m | 60.00000 5943.60| 60.00000 5943.60| 60.00000 5943.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 610-07487 707.800 Mg | 67.49000 47769.42| 45.00000 31851.00| 50.00000 35390.00 HMA FOR APPROACHES, TYPE B | | | 0035 615-06505 7.000 EACH| 400.00000 2800.00| 400.00000 2800.00| 400.00000 2800.00 MONUMENT, B | | | 0036 615-06510 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 MONUMENT, C | | | 0037 615-06527 3.000 EACH| 300.00000 900.00| 300.00000 900.00| 300.00000 900.00 MONUMENT, SECTION CORNER | | | 0038 616-06400 30.000 m2 | 37.00000 1110.00| 30.00000 900.00| 37.00000 1110.00 RIPRAP, DUMPED | | | 0039 616-06405 21.800 Mg | 37.00000 806.60| 30.00000 654.00| 37.00000 806.60 RIPRAP, REVETMENT | | | 0040 621-01004 2.000 EACH| 950.00000 1900.00| 950.00000 1900.00| 950.00000 1900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 2.761 Mg | 605.00000 1670.41| 610.00000 1684.21| 605.00000 1670.41 FERTILIZER | | | 0042 621-06553 583.000 kg | 6.36000 3707.88| 6.50000 3789.50| 6.36000 3707.88 SEED MIXTURE, R | | | 0043 709-99038 LUMP| 8000.00000 8000.00| 2000.00000 2000.00| 6000.00000 6000.00 MASONRY COATING, RAILING TRANSITION | | | 0044 714-44240 19.800 m3 | 550.00000 10890.00| 130.00000 2574.00| 550.00000 10890.00 CONCRETE, A, STRUCTURES | | | 0045 715-05048 2859.600 m | 10.00000 28596.00| 10.00000 28596.00| 10.00000 28596.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0046 715-05053 318.400 m | 29.00000 9233.60| 30.00000 9552.00| 29.00000 9233.60 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0047 715-05151 72.000 m | 100.00000 7200.00| 100.00000 7200.00| 100.00000 7200.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0048 715-05171 18.700 m | 100.00000 1870.00| 105.00000 1963.50| 100.00000 1870.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0049 715-05172 21.300 m | 100.00000 2130.00| 88.00000 1874.40| 100.00000 2130.00 PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0050 715-05186 37.900 m | 262.00000 9929.80| 275.00000 10422.50| 262.00000 9929.80 PIPE, TYPE 3, CIRCULAR, 1200 mm | | | 0051 715-05188 26.600 m | 420.00000 11172.00| 330.00000 8778.00| 420.00000 11172.00 PIPE, TYPE 3, CIRCULAR, 1500 mm | | | 0052 715-05236 34.300 m | 285.00000 9775.50| 270.00000 9261.00| 285.00000 9775.50 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.47 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 260 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,266,320.72 ROUTE : SR 9 CALL ORDER : 260 CONTRACT ID : RT-24570-A COUNTIES : LAGRANGE LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 35-1065659 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05237 41.200 m | 333.00000 13719.60| 285.00000 11742.00| 333.00000 13719.60 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0054 715-26816 1.000 EACH| 6310.00000 6310.00| 6500.00000 6500.00| 6310.00000 6310.00 GRATED BOX END SECTION, I, 6:1, 1050 mm | | | x 725 mm | | | 0055 715-46005 1.000 EACH| 218.00000 218.00| 250.00000 250.00| 218.00000 218.00 PIPE END SECTION, 375 mm | | | 0056 715-46010 2.000 EACH| 240.00000 480.00| 265.00000 530.00| 240.00000 480.00 PIPE END SECTION, 450 mm | | | 0057 715-46015 2.000 EACH| 263.00000 526.00| 285.00000 570.00| 263.00000 526.00 PIPE END SECTION, 525 mm | | | 0058 715-46080 2.000 EACH| 594.00000 1188.00| 575.00000 1150.00| 594.00000 1188.00 PIPE END SECTION, MIN. AREA .41 m2 | | | 0059 715-46095 1.000 EACH| 900.00000 900.00| 900.00000 900.00| 900.00000 900.00 PIPE END SECTION, MIN. AREA .60 m2 | | | 0060 718-06529 25.000 EACH| 420.00000 10500.00| 365.00000 9125.00| 420.00000 10500.00 OUTLET PROTECTOR, 2 | | | 0061 718-52610 600.700 m3 | 43.00000 25830.10| 25.00000 15017.50| 43.00000 25830.10 AGGREGATE FOR UNDERDRAINS | | | 0062 720-44296 2.000 EACH| 385.00000 770.00| 225.00000 450.00| 385.00000 770.00 CAP INLET | | | 0063 720-45030 1.000 EACH| 1400.00000 1400.00| 1100.00000 1100.00| 1400.00000 1400.00 INLET, E7 | | | 0064 720-45035 1.000 EACH| 1400.00000 1400.00| 1100.00000 1100.00| 1400.00000 1400.00 INLET, F7 | | | 0065 801-06049 4605.000 m | 1.31000 6032.55| 1.31000 6032.55| 1.31000 6032.55 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0066 801-06218 28.800 m | 18.00000 518.40| 18.00000 518.40| 18.00000 518.40 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0067 801-06606 24.000 EACH| 155.00000 3720.00| 155.00000 3720.00| 155.00000 3720.00 BARRICADE, IIIB | | | 0068 801-06640 14.000 EACH| 165.00000 2310.00| 165.00000 2310.00| 165.00000 2310.00 CONSTRUCTION SIGN, A | | | 0069 801-06645 3.000 EACH| 60.00000 180.00| 60.00000 180.00| 60.00000 180.00 CONSTRUCTION SIGN, B | | | 0070 801-06710 480.000 DAY | 18.00000 8640.00| 18.00000 8640.00| 18.00000 8640.00 FLASHING ARROW SIGN | | | 0071 801-06775 LUMP| 30000.00000 30000.00| 14000.00000 14000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 260 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,266,320.72 ROUTE : SR 9 CALL ORDER : 260 CONTRACT ID : RT-24570-A COUNTIES : LAGRANGE LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 35-1065659 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 802-05701 44.000 m | 25.00000 1100.00| 24.00000 1056.00| 25.00000 1100.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0073 802-05702 29.600 m | 18.00000 532.80| 20.00000 592.00| 18.00000 532.80 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0074 802-05703 31.100 m | 28.00000 870.80| 30.00000 933.00| 28.00000 870.80 SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0075 802-76015 26.160 m2 | 145.00000 3793.20| 175.00000 4578.00| 145.00000 3793.20 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0077 802-76035 18.990 m2 | 90.00000 1709.10| 100.00000 1899.00| 90.00000 1709.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0078 802-94715 LUMP| 3000.00000 3000.00| 1500.00000 1500.00| 3000.00000 3000.00 SIGNS, SHEET, REMOVE AND RESET | | | 0079 803-02310 1078.000 kg | 0.78000 840.84| 1.20000 1293.60| 0.78000 840.84 REINFORCING STEEL, SIGN FOUNDATION | | | 0080 803-06031 12.400 m3 | 350.00000 4340.00| 255.00000 3162.00| 350.00000 4340.00 SIGN FOUNDATIONS, CONCRETE | | | 0081 803-76140 2.000 EACH| 10100.00000 20200.00| 10800.00000 21600.00| 10100.00000 20200.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0082 803-76175 30.200 m | 100.00000 3020.00| 420.00000 12684.00| 100.00000 3020.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0083 804-06770 25.000 EACH| 17.00000 425.00| 25.00000 625.00| 17.00000 425.00 DELINEATOR POST | | | 0084 805-01822 4.000 EACH| 1200.00000 4800.00| 1325.00000 5300.00| 1200.00000 4800.00 SPAN, CATENARY AND TETHER, INSTALL | | | 0086 805-01842 9.000 EACH| 575.00000 5175.00| 730.00000 6570.00| 575.00000 5175.00 HANDHOLE, SIGNAL | | | 0087 805-01844 364.100 m | 21.00000 7646.10| 21.35000 7773.54| 21.00000 7646.10 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0088 805-01893 LUMP| 3200.00000 3200.00| 1585.00000 1585.00| 3200.00000 3200.00 MAINTAINING TRAFFIC SIGNAL | | | 0089 805-78100 1.000 EACH| 7400.00000 7400.00| 7765.00000 7765.00| 7400.00000 7400.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0090 805-78205 7.000 EACH| 583.00000 4081.00| 640.00000 4480.00| 583.00000 4081.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 260 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,266,320.72 ROUTE : SR 9 CALL ORDER : 260 CONTRACT ID : RT-24570-A COUNTIES : LAGRANGE LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 35-1065659 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 805-78215 1.000 EACH| 627.00000 627.00| 690.00000 690.00| 627.00000 627.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0092 805-78420 4.000 EACH| 220.00000 880.00| 180.00000 720.00| 220.00000 880.00 DISCONNECT HANGER | | | 0093 805-78467 12.000 m | 4.50000 54.00| 5.00000 60.00| 4.50000 54.00 SIGNAL CABLE, 3C 8GA. | | | 0094 805-78485 90.600 m | 2.50000 226.50| 3.50000 317.10| 2.50000 226.50 SIGNAL CABLE, 5C 14GA. | | | 0095 805-78490 164.700 m | 2.95000 485.87| 4.00000 658.80| 2.95000 485.87 SIGNAL CABLE, 7C 14GA. | | | 0096 805-78510 761.900 m | 2.30000 1752.37| 3.15000 2399.99| 2.30000 1752.37 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0097 805-78746 298.000 m | 33.75000 10057.50| 25.50000 7599.00| 33.75000 10057.50 PREFORMED LOOP DETECTORS | | | 0098 805-78925 1.000 EACH| 520.00000 520.00| 710.00000 710.00| 520.00000 520.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0099 805-81060 4.000 EACH| 2600.00000 10400.00| 2600.00000 10400.00| 2600.00000 10400.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0100 805-86955 2.000 EACH| 50.00000 100.00| 115.00000 230.00| 50.00000 100.00 CABLE DUCT MARKER | | | 0101 805-98335 59.000 m | 12.90000 761.10| 15.00000 885.00| 12.90000 761.10 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0102 805-98336 23.000 m | 12.90000 296.70| 14.00000 322.00| 12.90000 296.70 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0103 807-04652 3.000 EACH| 1000.00000 3000.00| 580.00000 1740.00| 1000.00000 3000.00 SERVICE POINT | | | 0104 807-82016 2.000 EACH| 450.00000 900.00| 145.00000 290.00| 450.00000 900.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0105 808-06701 325.000 m | 0.82000 266.50| 0.82000 266.50| 0.82000 266.50 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0106 808-06703 1164.700 m | 0.82000 955.05| 0.82000 955.05| 0.82000 955.05 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0107 808-06705 340.000 m | 3.25000 1105.00| 3.25000 1105.00| 3.25000 1105.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0108 808-06716 1044.000 m | 1.96000 2046.24| 2.50000 2610.00| 1.96000 2046.24 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 260 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,266,320.72 ROUTE : SR 9 CALL ORDER : 260 CONTRACT ID : RT-24570-A COUNTIES : LAGRANGE LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 35-1065659 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 808-75245 566.000 m | 0.82000 464.12| 0.82000 464.12| 0.82000 464.12 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0110 808-75260 171.890 m | 5.00000 859.45| 5.00000 859.45| 5.00000 859.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0111 808-75272 106.100 m | 9.00000 954.90| 9.00000 954.90| 9.00000 954.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0112 808-75290 243.200 m | 9.00000 2188.80| 9.00000 2188.80| 9.00000 2188.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0113 808-75297 55.900 m | 9.00000 503.10| 9.00000 503.10| 9.00000 503.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0114 808-75320 27.000 EACH| 45.00000 1215.00| 45.00000 1215.00| 45.00000 1215.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0115 808-75325 27.000 EACH| 55.00000 1485.00| 55.00000 1485.00| 55.00000 1485.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0116 808-92027 2149.600 m | 3.25000 6986.20| 3.25000 6986.20| 3.25000 6986.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0117 805-06592 368.000 m | 22.00000 8096.00| 21.35000 7856.80| 22.00000 8096.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0118 808-06713 2674.500 m | 0.45000 1203.53| 0.45000 1203.53| 0.45000 1203.53 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0119 801-06644 4293.000 m | 2.95000 12664.35| 3.00000 12879.00| 2.95000 12664.35 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0120 801-06643 1710.000 m | 2.95000 5044.50| 3.00000 5130.00| 2.95000 5044.50 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0121 105-07039 10.000 MOS | 1525.00000 15250.00| 1500.00000 15000.00| 2000.00000 20000.00 FIELD OFFICE, B | | | 0122 401-06264 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0124 616-02320 65.600 m2 | 2.50000 164.00| 4.00000 262.40| 2.50000 164.00 GEOTEXTILES | | | 0125 621-06565 13.800 Mg | 462.00000 6375.60| 465.00000 6417.00| 462.00000 6375.60 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 260 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,266,320.72 ROUTE : SR 9 CALL ORDER : 260 CONTRACT ID : RT-24570-A COUNTIES : LAGRANGE LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 35-1065659 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 802-76025 7.980 m2 | 90.00000 718.20| 120.00000 957.60| 90.00000 718.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0127 805-01815 4.000 EACH| 1100.00000 4400.00| 1600.00000 6400.00| 1100.00000 4400.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0128 603-06045 1478.815 m | 23.30000 34456.39| 23.30000 34456.39| 23.30000 34456.39 FENCE, CHAIN LINK, 1220 mm | | | 0129 202-02240 12200.000 m2 | 5.75000 70150.00| 6.25000 76250.00| 7.40000 90280.00 PAVEMENT, REMOVE | | | 0130 202-03000 LUMP| 10250.00000 10250.00| 7000.00000 7000.00| 9260.00000 9260.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2A | | | 0131 202-01261 7.000 EACH| 165.00000 1155.00| 150.00000 1050.00| 150.00000 1050.00 TESTING FOR ASBESTOS | | | SECTION TOTALS | $ 1,998,890.92| $ 2,009,782.74| $ 2,066,221.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,998,890.92| $ 2,009,782.74| $ 2,066,221.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 260 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,266,320.72 ROUTE : SR 9 CALL ORDER : 260 CONTRACT ID : RT-24570-A COUNTIES : LAGRANGE LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-0918397 |(6) 35-0997978 |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 6623.40000 6623.40| 32100.00000 32100.00| 20948.71000 20948.71 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 103456.00000 103456.00| 81075.00000 81075.00| 108600.00000 108600.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 16539.28000 16539.28| 35000.00000 35000.00| 12316.20000 12316.20 CLEARING RIGHT OF WAY | | | 0004 202-04089 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 73.51000 147.02 SIGN, SHEET, REMOVE | | | 0005 202-60820 1451.000 m2 | 2.16000 3134.16| 3.45000 5005.95| 6.56000 9518.56 SURFACE MILLING, ASPHALT | | | 0006 202-60822 145.000 m2 | 4.38000 635.10| 8.20000 1189.00| 3.89000 564.05 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0007 202-74040 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 787.55000 1575.10 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0008 203-02000 35728.000 m3 | 10.81000 386219.68| 8.50000 303688.00| 9.03000 322623.84 EXCAVATION, COMMON | | | 0009 205-02224 110.000 m | 7.10000 781.00| 7.10000 781.00| 7.46000 820.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02234 8.000 EACH| 60.00000 480.00| 50.00000 400.00| 63.00000 504.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 205-02236 2.000 EACH| 60.00000 120.00| 50.00000 100.00| 63.01000 126.02 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0012 205-06937 37.000 m | 7.10000 262.70| 7.10000 262.70| 7.46000 276.02 TEMPORARY SILT FENCE | | | 0013 207-07498 22704.300 m2 | 1.14000 25882.90| 1.00000 22704.30| 4.06000 92179.46 SUBGRADE TREATMENT, TYPE A | | | 0014 211-07454 1916.400 m3 | 15.10000 28937.64| 12.10000 23188.44| 17.70000 33920.28 STRUCTURE BACKFILL | | | 0015 303-01180 1396.700 Mg | 16.23000 22668.44| 16.75000 23394.73| 14.93000 20852.73 COMPACTED AGGREGATE, 53 | | | 0016 303-07449 6295.800 Mg | 17.15000 107972.97| 16.20000 101991.96| 15.42000 97081.24 COMPACTED AGGREGATE, NO. 73 | | | 0017 305-07464 100.000 m2 | 55.76000 5576.00| 50.00000 5000.00| 115.51000 11551.00 PCC BASE PATCHING, 225 mm | | | 0018 401-07320 740.000 Mg | 39.98000 29585.20| 50.55000 37407.00| 41.98000 31065.20 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 260 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,266,320.72 ROUTE : SR 9 CALL ORDER : 260 CONTRACT ID : RT-24570-A COUNTIES : LAGRANGE LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-0918397 |(6) 35-0997978 |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 401-07334 2352.800 Mg | 33.14000 77971.79| 48.06000 113075.57| 34.80000 81877.44 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0020 401-07403 3921.400 Mg | 30.85000 120975.19| 37.80000 148228.92| 32.39000 127014.15 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0021 401-07406 2314.400 Mg | 29.99000 69408.86| 33.64000 77856.42| 31.49000 72880.46 QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0022 401-07408 9315.000 Mg | 28.94000 269576.10| 33.95000 316244.25| 30.39000 283082.85 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0023 401-07424 776.600 Mg | 34.88000 27087.81| 35.90000 27879.94| 36.63000 28446.86 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0024 401-07429 4009.600 Mg | 33.53000 134441.89| 34.70000 139133.12| 35.21000 141178.02 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0025 402-07451 141.400 Mg | 45.81000 6477.53| 53.20000 7522.48| 48.10000 6801.34 HMA, TYPE B, WEDGE AND LEVEL | | | 0026 402-07453 1017.000 Mg | 46.06000 46843.02| 40.60000 41290.20| 48.37000 49192.29 HMA FOR TEMPORARY PAVEMENT | | | 0027 405-05517 4.720 Mg | 275.00000 1298.00| 400.00000 1888.00| 288.77000 1362.99 ASPHALT FOR PRIME COAT | | | 0028 406-05520 29.130 Mg | 175.00000 5097.75| 475.00000 13836.75| 183.76000 5352.93 ASPHALT FOR TACK COAT | | | 0029 601-02297 2.000 EACH| 1500.00000 3000.00| 2460.00000 4920.00| 1575.09000 3150.18 IMPACT ATTENUATOR, RESET | | | 0030 601-03464 2.000 EACH| 60.00000 120.00| 60.00000 120.00| 63.01000 126.02 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0031 601-94689 2.000 EACH| 2300.00000 4600.00| 2300.00000 4600.00| 2415.14000 4830.28 GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 99.060 m | 60.00000 5943.60| 60.00000 5943.60| 63.00000 6240.78 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 610-07487 707.800 Mg | 67.49000 47769.42| 47.10000 33337.38| 70.87000 50161.79 HMA FOR APPROACHES, TYPE B | | | 0035 615-06505 7.000 EACH| 400.00000 2800.00| 400.00000 2800.00| 420.02000 2940.14 MONUMENT, B | | | 0036 615-06510 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 315.02000 315.02 MONUMENT, C | | | 0037 615-06527 3.000 EACH| 700.00000 2100.00| 300.00000 900.00| 315.02000 945.06 MONUMENT, SECTION CORNER | | | 0038 616-06400 30.000 m2 | 13.75000 412.50| 10.90000 327.00| 21.73000 651.90 RIPRAP, DUMPED | | | 0039 616-06405 21.800 Mg | 55.33000 1206.19| 32.89000 717.00| 29.16000 635.69 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 260 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,266,320.72 ROUTE : SR 9 CALL ORDER : 260 CONTRACT ID : RT-24570-A COUNTIES : LAGRANGE LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-0918397 |(6) 35-0997978 |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-01004 2.000 EACH| 950.00000 1900.00| 950.00000 1900.00| 997.56000 1995.12 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 2.761 Mg | 604.78000 1669.80| 604.78000 1669.80| 635.06000 1753.40 FERTILIZER | | | 0042 621-06553 583.000 kg | 6.36000 3707.88| 6.36000 3707.88| 6.68000 3894.44 SEED MIXTURE, R | | | 0043 709-99038 LUMP| 1830.78000 1830.78| 6000.00000 6000.00| 6300.36000 6300.36 MASONRY COATING, RAILING TRANSITION | | | 0044 714-44240 19.800 m3 | 475.79000 9420.64| 400.00000 7920.00| 740.96000 14671.01 CONCRETE, A, STRUCTURES | | | 0045 715-05048 2859.600 m | 10.00000 28596.00| 10.42000 29797.03| 10.13000 28967.75 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0046 715-05053 318.400 m | 29.00000 9233.60| 14.46000 4604.06| 33.14000 10551.78 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0047 715-05151 72.000 m | 127.38000 9171.36| 130.00000 9360.00| 98.30000 7077.60 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0048 715-05171 18.700 m | 125.25000 2342.18| 141.00000 2636.70| 81.07000 1516.01 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0049 715-05172 21.300 m | 164.89000 3512.16| 150.00000 3195.00| 87.67000 1867.37 PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0050 715-05186 37.900 m | 266.08000 10084.43| 265.00000 10043.50| 278.15000 10541.89 PIPE, TYPE 3, CIRCULAR, 1200 mm | | | 0051 715-05188 26.600 m | 482.14000 12824.92| 326.00000 8671.60| 363.46000 9668.04 PIPE, TYPE 3, CIRCULAR, 1500 mm | | | 0052 715-05236 34.300 m | 232.37000 7970.29| 222.00000 7614.60| 223.34000 7660.56 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.47 | | | m2 | | | 0053 715-05237 41.200 m | 272.87000 11242.24| 267.00000 11000.40| 293.50000 12092.20 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0054 715-26816 1.000 EACH| 6224.97000 6224.97| 5500.00000 5500.00| 8568.28000 8568.28 GRATED BOX END SECTION, I, 6:1, 1050 mm | | | x 725 mm | | | 0055 715-46005 1.000 EACH| 550.03000 550.03| 175.00000 175.00| 244.43000 244.43 PIPE END SECTION, 375 mm | | | 0056 715-46010 2.000 EACH| 570.03000 1140.06| 200.00000 400.00| 267.98000 535.96 PIPE END SECTION, 450 mm | | | 0057 715-46015 2.000 EACH| 1069.56000 2139.12| 300.00000 600.00| 436.23000 872.46 PIPE END SECTION, 525 mm | | | 0058 715-46080 2.000 EACH| 1122.06000 2244.12| 650.00000 1300.00| 735.48000 1470.96 PIPE END SECTION, MIN. AREA .41 m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 260 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,266,320.72 ROUTE : SR 9 CALL ORDER : 260 CONTRACT ID : RT-24570-A COUNTIES : LAGRANGE LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-0918397 |(6) 35-0997978 |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-46095 1.000 EACH| 1216.06000 1216.06| 850.00000 850.00| 1203.95000 1203.95 PIPE END SECTION, MIN. AREA .60 m2 | | | 0060 718-06529 25.000 EACH| 420.00000 10500.00| 283.66000 7091.50| 481.23000 12030.75 OUTLET PROTECTOR, 2 | | | 0061 718-52610 600.700 m3 | 40.70000 24448.49| 33.79000 20297.65| 28.14000 16903.70 AGGREGATE FOR UNDERDRAINS | | | 0062 720-44296 2.000 EACH| 462.70000 925.40| 150.00000 300.00| 181.69000 363.38 CAP INLET | | | 0063 720-45030 1.000 EACH| 2015.09000 2015.09| 1250.00000 1250.00| 900.76000 900.76 INLET, E7 | | | 0064 720-45035 1.000 EACH| 2015.09000 2015.09| 1800.00000 1800.00| 901.81000 901.81 INLET, F7 | | | 0065 801-06049 4605.000 m | 1.31000 6032.55| 1.31000 6032.55| 1.38000 6354.90 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0066 801-06218 28.800 m | 18.00000 518.40| 18.00000 518.40| 18.90000 544.32 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0067 801-06606 24.000 EACH| 155.00000 3720.00| 155.00000 3720.00| 162.76000 3906.24 BARRICADE, IIIB | | | 0068 801-06640 14.000 EACH| 165.00000 2310.00| 165.00000 2310.00| 173.26000 2425.64 CONSTRUCTION SIGN, A | | | 0069 801-06645 3.000 EACH| 60.00000 180.00| 60.00000 180.00| 63.00000 189.00 CONSTRUCTION SIGN, B | | | 0070 801-06710 480.000 DAY | 18.00000 8640.00| 18.00000 8640.00| 18.90000 9072.00 FLASHING ARROW SIGN | | | 0071 801-06775 LUMP| 6393.00000 6393.00| 22486.05000 22486.05| 53716.00000 53716.00 MAINTAINING TRAFFIC | | | 0072 802-05701 44.000 m | 25.00000 1100.00| 25.00000 1100.00| 25.20000 1108.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0073 802-05702 29.600 m | 18.00000 532.80| 18.00000 532.80| 21.00000 621.60 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0074 802-05703 31.100 m | 28.00000 870.80| 28.00000 870.80| 31.50000 979.65 SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0075 802-76015 26.160 m2 | 145.00000 3793.20| 145.00000 3793.20| 183.76000 4807.16 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0077 802-76035 18.990 m2 | 90.00000 1709.10| 90.00000 1709.10| 105.01000 1994.14 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 260 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,266,320.72 ROUTE : SR 9 CALL ORDER : 260 CONTRACT ID : RT-24570-A COUNTIES : LAGRANGE LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-0918397 |(6) 35-0997978 |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 802-94715 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 525.03000 525.03 SIGNS, SHEET, REMOVE AND RESET | | | 0079 803-02310 1078.000 kg | 0.78000 840.84| 0.78000 840.84| 1.26000 1358.28 REINFORCING STEEL, SIGN FOUNDATION | | | 0080 803-06031 12.400 m3 | 350.00000 4340.00| 350.00000 4340.00| 267.77000 3320.35 SIGN FOUNDATIONS, CONCRETE | | | 0081 803-76140 2.000 EACH| 10100.00000 20200.00| 10100.00000 20200.00| 11340.66000 22681.32 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0082 803-76175 30.200 m | 100.00000 3020.00| 100.00000 3020.00| 441.03000 13319.11 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0083 804-06770 25.000 EACH| 17.00000 425.00| 17.00000 425.00| 29.40000 735.00 DELINEATOR POST | | | 0084 805-01822 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1391.33000 5565.32 SPAN, CATENARY AND TETHER, INSTALL | | | 0086 805-01842 9.000 EACH| 575.00000 5175.00| 575.00000 5175.00| 766.54000 6898.86 HANDHOLE, SIGNAL | | | 0087 805-01844 364.100 m | 21.00000 7646.10| 21.00000 7646.10| 22.42000 8163.12 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0088 805-01893 LUMP| 3200.00000 3200.00| 3200.00000 3200.00| 1664.35000 1664.35 MAINTAINING TRAFFIC SIGNAL | | | 0089 805-78100 1.000 EACH| 7400.00000 7400.00| 7400.00000 7400.00| 8153.72000 8153.72 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0090 805-78205 7.000 EACH| 583.00000 4081.00| 583.00000 4081.00| 672.04000 4704.28 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0091 805-78215 1.000 EACH| 627.00000 627.00| 627.00000 627.00| 724.54000 724.54 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0092 805-78420 4.000 EACH| 220.00000 880.00| 220.00000 880.00| 189.01000 756.04 DISCONNECT HANGER | | | 0093 805-78467 12.000 m | 4.50000 54.00| 4.50000 54.00| 5.25000 63.00 SIGNAL CABLE, 3C 8GA. | | | 0094 805-78485 90.600 m | 2.50000 226.50| 2.50000 226.50| 3.68000 333.41 SIGNAL CABLE, 5C 14GA. | | | 0095 805-78490 164.700 m | 2.95000 485.87| 2.95000 485.87| 4.20000 691.74 SIGNAL CABLE, 7C 14GA. | | | 0096 805-78510 761.900 m | 2.30000 1752.37| 2.30000 1752.37| 3.31000 2521.89 SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 260 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,266,320.72 ROUTE : SR 9 CALL ORDER : 260 CONTRACT ID : RT-24570-A COUNTIES : LAGRANGE LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-0918397 |(6) 35-0997978 |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 805-78746 298.000 m | 33.75000 10057.50| 33.75000 10057.50| 26.78000 7980.44 PREFORMED LOOP DETECTORS | | | 0098 805-78925 1.000 EACH| 520.00000 520.00| 520.00000 520.00| 745.54000 745.54 CONTROLLER CABINET FOUNDATION, P1 | | | 0099 805-81060 4.000 EACH| 2600.00000 10400.00| 2600.00000 10400.00| 2730.16000 10920.64 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0100 805-86955 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 120.76000 241.52 CABLE DUCT MARKER | | | 0101 805-98335 59.000 m | 12.90000 761.10| 12.90000 761.10| 15.75000 929.25 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0102 805-98336 23.000 m | 12.90000 296.70| 12.90000 296.70| 14.70000 338.10 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0103 807-04652 3.000 EACH| 1000.00000 3000.00| 1000.00000 3000.00| 609.04000 1827.12 SERVICE POINT | | | 0104 807-82016 2.000 EACH| 450.00000 900.00| 450.00000 900.00| 152.26000 304.52 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0105 808-06701 325.000 m | 0.82000 266.50| 0.82000 266.50| 0.86000 279.50 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0106 808-06703 1164.700 m | 0.82000 955.05| 0.82000 955.05| 0.86000 1001.64 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0107 808-06705 340.000 m | 3.25000 1105.00| 3.25000 1105.00| 3.41000 1159.40 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0108 808-06716 1044.000 m | 2.50000 2610.00| 1.96000 2046.24| 2.06000 2150.64 LINE, REMOVE | | | 0109 808-75245 566.000 m | 0.82000 464.12| 0.82000 464.12| 0.86000 486.76 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0110 808-75260 171.890 m | 5.00000 859.45| 5.00000 859.45| 5.25000 902.42 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0111 808-75272 106.100 m | 9.00000 954.90| 9.00000 954.90| 9.45000 1002.65 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0112 808-75290 243.200 m | 9.00000 2188.80| 9.00000 2188.80| 9.45000 2298.24 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 260 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,266,320.72 ROUTE : SR 9 CALL ORDER : 260 CONTRACT ID : RT-24570-A COUNTIES : LAGRANGE LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-0918397 |(6) 35-0997978 |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 808-75297 55.900 m | 9.00000 503.10| 9.00000 503.10| 9.45000 528.26 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0114 808-75320 27.000 EACH| 45.00000 1215.00| 45.00000 1215.00| 47.25000 1275.75 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0115 808-75325 27.000 EACH| 55.00000 1485.00| 55.00000 1485.00| 57.75000 1559.25 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0116 808-92027 2149.600 m | 3.25000 6986.20| 3.25000 6986.20| 3.41000 7330.14 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0117 805-06592 368.000 m | 22.00000 8096.00| 22.00000 8096.00| 22.42000 8250.56 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0118 808-06713 2674.500 m | 0.45000 1203.53| 0.45000 1203.53| 0.47000 1257.02 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0119 801-06644 4293.000 m | 2.95000 12664.35| 2.95000 12664.35| 3.10000 13308.30 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0120 801-06643 1710.000 m | 2.95000 5044.50| 2.95000 5044.50| 3.10000 5301.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0121 105-07039 10.000 MOS | 2260.96000 22609.60| 1250.00000 12500.00| 1655.51000 16555.10 FIELD OFFICE, B | | | 0122 401-06264 LUMP| 4000.00000 4000.00| 3967.14000 3967.14| 4200.24000 4200.24 PROFILOGRAPH, HMA | | | 0124 616-02320 65.600 m2 | 4.61000 302.42| 5.35000 350.96| 3.45000 226.32 GEOTEXTILES | | | 0125 621-06565 13.800 Mg | 462.00000 6375.60| 462.00000 6375.60| 485.13000 6694.79 MULCHING MATERIAL | | | 0126 802-76025 7.980 m2 | 90.00000 718.20| 90.00000 718.20| 126.01000 1005.56 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0127 805-01815 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1680.10000 6720.40 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0128 603-06045 1478.815 m | 23.30000 34456.39| 23.30000 34456.39| 24.47000 36186.60 FENCE, CHAIN LINK, 1220 mm | | | 0129 202-02240 12200.000 m2 | 6.28000 76616.00| 5.13000 62586.00| 4.76000 58072.00 PAVEMENT, REMOVE | | | 0130 202-03000 LUMP| 8909.85000 8909.85| 9260.00000 9260.00| 6205.86000 6205.86 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/18/02 PAGE : 260 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,266,320.72 ROUTE : SR 9 CALL ORDER : 260 CONTRACT ID : RT-24570-A COUNTIES : LAGRANGE LETTING DATE : 09/17/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-0918397 |(6) 35-0997978 |LAPORTE CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 202-01261 7.000 EACH| 60.00000 420.00| 150.00000 1050.00| 157.51000 1102.57 TESTING FOR ASBESTOS | | | SECTION TOTALS | $ 2,069,127.22| $ 2,090,177.34| $ 2,170,657.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,069,127.22| $ 2,090,177.34| $ 2,170,657.10 ====================================================================================================================================