INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 100 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,219,462.50 (A + B) ROUTE : SR CALL ORDER : 100 CONTRACT ID : R -24951-B COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 560 CALENDAR DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0064047 0064047 0064047 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. A + B = $ 22,621,768.46 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR A + B = $ 23,664,753.85 105.3806% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1009310 | |HUNT PAVING COMPANY, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERCHANGE MODIFICATION | | | 0001 105-06845 LUMP| 247874.55000 247874.55| 178000.00000 178000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 17.000 MOS | 2296.97000 39048.49| 2375.00000 40375.00| FIELD OFFICE, C | | | 0003 108-01614 LUMP| 16524.97000 16524.97| 21000.00000 21000.00| PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 615676.94000 615676.94| 649000.00000 649000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 218348.44000 218348.44| 195000.00000 195000.00| CLEARING RIGHT OF WAY | | | 0006 202-02240 20616.000 m2 | 8.36000 172349.76| 12.45000 256669.20| PAVEMENT, REMOVE | | | 0007 202-02278 276.000 m | 24.86000 6861.36| 19.50000 5382.00| CURB, CONCRETE, REMOVE | | | 0008 202-02279 657.000 m | 22.51000 14789.07| 21.50000 14125.50| CURB AND GUTTER, REMOVE | | | 0009 202-03000 LUMP| 2688.84000 2688.84| 6500.00000 6500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0010 202-06580 1100.000 m3 | 76.34000 83974.00| 53.00000 58300.00| CONTAMINATED SOIL, REMOVE | | | 0011 202-51328 LUMP| 328999.96000 328999.96| 580000.00000 580000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0012 202-52710 986.000 m2 | 6.04000 5955.44| 9.50000 9367.00| SIDEWALK, CONCRETE, REMOVE | | | 0013 202-74045 24.000 EACH| 19.83000 475.92| 8.00000 192.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 100 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,219,462.50 (A + B) ROUTE : SR CALL ORDER : 100 CONTRACT ID : R -24951-B COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1009310 | |HUNT PAVING COMPANY, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-06541 5.000 EACH| 130.00000 650.00| 40.00000 200.00| REMOVE SIGN OVERHEAD, SUPPORTS, AND | | | FOUNDATION | | | 0015 202-06541 2.000 EACH| 390.00000 780.00| 480.00000 960.00| REMOVE PANEL SIGN AND BRIDGE BRACKET | | | ASSEMBLY | | | 0016 202-78515 LUMP| 1322.00000 1322.00| 2700.00000 2700.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0017 202-91840 356.000 m | 3.30000 1174.80| 9.00000 3204.00| FENCE, CHAIN LINK, REMOVE | | | 0018 802-05694 4.000 EACH| 780.00000 3120.00| 680.00000 2720.00| OVERHEAD SIGN STRUCTURE ,CANTILEVER DBL | | | ARM, FOUNDATION, REMOVE | | | 0019 202-94793 1104.000 m | 39.21000 43287.84| 37.00000 40848.00| BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0020 202-94810 11.000 EACH| 441.96000 4861.56| 145.00000 1595.00| CURB TURNOUT, REMOVE | | | 0021 202-95027 2.000 EACH| 550.83000 1101.66| 2130.00000 4260.00| IMPACT ATTENUATOR, REMOVE | | | 0022 203-02000 25888.000 m3 | 27.99000 724605.12| 10.40000 269235.20| EXCAVATION, COMMON | | | 0023 203-02235 3888.000 m2 | 0.77000 2993.76| 2.20000 8553.60| BREAKING PAVEMENT | | | 0024 205-06937 500.000 m | 5.62000 2810.00| 6.50000 3250.00| TEMPORARY SILT FENCE | | | 0025 206-51230 615.000 m3 | 220.33000 135502.95| 14.50000 8917.50| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0026 210-07095 LUMP| 520000.00000 520000.00| 965000.00000 965000.00| TEMPORARY SHEETING/SHORING | | | 0027 207-07498 29783.000 m2 | 5.67000 168869.61| 3.80000 113175.40| SUBGRADE TREATMENT, TYPE A | | | 0028 211-02050 7719.000 m3 | 27.54000 212581.26| 24.00000 185256.00| B BORROW | | | 0029 211-07454 14614.000 m3 | 25.83000 377479.62| 24.00000 350736.00| STRUCTURE BACKFILL | | | 0030 301-07448 503.300 Mg | 53.00000 26674.90| 23.60000 11877.88| COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 304-04403 92.000 m3 | 33.05000 3040.60| 44.00000 4048.00| SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0032 304-06464 9159.000 m3 | 40.20000 368191.80| 44.00000 402996.00| SUBBASE FOR PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 100 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,219,462.50 (A + B) ROUTE : SR CALL ORDER : 100 CONTRACT ID : R -24951-B COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1009310 | |HUNT PAVING COMPANY, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 305-92470 27.000 m2 | 162.80000 4395.60| 84.00000 2268.00| PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | 0034 401-07334 924.000 Mg | 66.56000 61501.44| 54.00000 49896.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0035 401-07403 1540.000 Mg | 53.04000 81681.60| 41.00000 63140.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0036 401-07408 541.000 Mg | 71.76000 38822.16| 49.00000 26509.00| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0037 401-07429 227.000 Mg | 76.96000 17469.92| 52.00000 11804.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0038 402-07432 449.000 Mg | 83.20000 37356.80| 89.00000 39961.00| HMA TYPE A, SURFACE | | | 0039 402-07435 748.000 Mg | 78.00000 58344.00| 89.00000 66572.00| HMA TYPE A, INTERMEDIATE | | | 0040 402-07453 4925.000 Mg | 43.68000 215124.00| 47.00000 231475.00| HMA FOR TEMPORARY PAVEMENT | | | 0041 406-05520 7.700 Mg | 312.00000 2402.40| 200.00000 1540.00| ASPHALT FOR TACK COAT | | | 0042 501-03489 1277.000 EACH| 5.32000 6793.64| 17.00000 21709.00| TIE BAR, RETROFIT | | | 0043 501-05092 432.200 m2 | 132.20000 57136.84| 52.00000 22474.40| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 300 mm | | | 0044 501-05240 6205.000 m | 22.84000 141722.20| 23.00000 142715.00| CONTRACTION JOINT, D1 | | | 0045 501-05310 66.000 m | 363.55000 23994.30| 418.00000 27588.00| TERMINAL JOINT | | | 0046 501-06266 LUMP| 11594.16000 11594.16| 5900.00000 5900.00| PROFILOGRAPH, PCCP | | | 0047 501-06321 31009.000 m2 | 42.29000 1311370.61| 49.80000 1544248.20| QC/QA PCCP, 250 mm | | | 0048 501-06321 3440.000 m2 | 79.86000 274718.40| 59.80000 205712.00| QC/QA PCCP, 250 mm , REINFORCED | | | 0049 601-04746 1.000 EACH| 10575.98000 10575.98| 13400.00000 13400.00| ENERGY ABSORBING TERMINAL, CZ | | | 0050 601-06228 3.000 EACH| 64447.38000 193342.14| 59700.00000 179100.00| IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0051 602-06032 1104.000 m | 175.02000 193222.08| 134.00000 147936.00| BARRIER, MEDIAN, CONCRETE | | | 0052 602-06639 100.000 m | 153.48000 15348.00| 104.00000 10400.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 100 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,219,462.50 (A + B) ROUTE : SR CALL ORDER : 100 CONTRACT ID : R -24951-B COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1009310 | |HUNT PAVING COMPANY, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 602-06646 2490.000 m | 114.46000 285005.40| 73.00000 181770.00| TEMPORARY CONCRETE BARRIER | | | 0054 602-06729 105.000 EACH| 9.05000 950.25| 8.60000 903.00| BARRIER DELINEATOR | | | 0055 602-06977 1123.600 m | 137.71000 154730.96| 134.00000 150562.40| BARRIER, CONCRETE, 840 mm, MODIFIED | | | 0056 603-92636 522.000 m | 41.86000 21850.92| 45.00000 23490.00| FENCE, CHAIN LINK, 1830 mm | | | 0057 604-06069 122.000 m2 | 64.89000 7916.58| 46.90000 5721.80| CURB RAMP, CONCRETE | | | 0058 604-06070 580.000 m2 | 32.04000 18583.20| 47.80000 27724.00| SIDEWALK, CONCRETE | | | 0059 605-06090 2061.000 m | 28.19000 58099.59| 31.30000 64509.30| CURB, INTEGRAL, CONCRETE | | | 0060 605-06120 107.000 m | 121.25000 12973.75| 81.00000 8667.00| CURB, CONCRETE | | | 0061 605-06140 376.000 m | 39.11000 14705.36| 59.60000 22409.60| CURB AND GUTTER, CONCRETE | | | 0062 605-06215 329.000 m | 73.68000 24240.72| 90.20000 29675.80| CENTER CURB, D, CONCRETE | | | 0063 605-94082 3.000 EACH| 906.13000 2718.39| 235.00000 705.00| CURB TURNOUT, CONCRETE | | | 0064 610-07486 79.900 Mg | 166.40000 13295.36| 96.00000 7670.40| HMA FOR APPROACHES, TYPE A | | | 0065 611-05330 926.000 m2 | 48.61000 45012.86| 52.40000 48522.40| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0066 615-06505 2.000 EACH| 605.92000 1211.84| 456.00000 912.00| MONUMENT, B | | | 0067 615-06515 25.000 EACH| 192.79000 4819.75| 112.00000 2800.00| MONUMENT, D | | | 0068 615-06527 1.000 EACH| 385.58000 385.58| 470.00000 470.00| MONUMENT, SECTION CORNER | | | 0069 615-92498 1.000 EACH| 1652.50000 1652.50| 540.00000 540.00| BENCH MARK | | | 0070 616-02320 198.000 m2 | 2.25000 445.50| 3.10000 613.80| GEOTEXTILES | | | 0071 616-06451 352.500 Mg | 51.62000 18196.05| 29.00000 10222.50| RIPRAP, UNIFORM | | | 0072 621-01004 2.000 EACH| 727.10000 1454.20| 690.00000 1380.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 100 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,219,462.50 (A + B) ROUTE : SR CALL ORDER : 100 CONTRACT ID : R -24951-B COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1009310 | |HUNT PAVING COMPANY, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 621-06545 0.500 Mg | 798.71000 399.36| 1070.00000 535.00| FERTILIZER | | | 0074 621-06548 6.000 kg | 60.59000 363.54| 80.00000 480.00| SEED MIXTURE, CV | | | 0075 621-06554 85.000 kg | 8.92000 758.20| 13.00000 1105.00| SEED MIXTURE, U | | | 0076 621-06565 2.300 Mg | 501.26000 1152.90| 460.00000 1058.00| MULCHING MATERIAL | | | 0077 621-06567 22.900 kL | 1.10000 25.19| 2.00000 45.80| WATER | | | 0078 621-06574 1266.000 m2 | 3.97000 5026.02| 6.60000 8355.60| SODDING | | | 0079 701-51195 2652.000 m | 99.15000 262945.80| 167.00000 442884.00| PILE, STEEL H, HP 310 X 79 | | | 0080 701-91792 100.000 EACH| 82.62000 8262.00| 162.00000 16200.00| PILE TIP, STEEL H | | | 0081 702-04325 LUMP| 275416.16000 275416.16| 465000.00000 465000.00| TEMPORARY SHORING | | | 0082 702-92857 303.200 m3 | 385.58000 116907.86| 493.00000 149477.60| CONCRETE, C, SUBSTRUCTURE | | | 0083 702-93722 64.000 m3 | 330.50000 21152.00| 332.00000 21248.00| CONCRETE, C SIDEWALK | | | 0084 703-51030 28484.000 kg | 1.43000 40732.12| 1.46000 41586.64| REINFORCING STEEL | | | 0085 703-51032 213993.000 kg | 1.49000 318849.57| 1.74000 372347.82| REINFORCING STEEL, EPOXY COATED | | | 0086 703-97936 296.000 EACH| 18.73000 5544.08| 28.00000 8288.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0087 704-51006 899.400 m3 | 523.29000 470647.03| 589.00000 529746.60| CONCRETE, C, SUPERSTRUCTURE, MODIFIED , | | | TYPE 1 | | | 0088 704-51006 270.000 m3 | 578.37000 156159.90| 674.00000 181980.00| CONCRETE, C, SUPERSTRUCTURE, MODIFIED , | | | TYPE 2 | | | 0089 706-51020 102.000 m3 | 523.29000 53375.58| 494.00000 50388.00| CONCRETE, C, RAILING | | | 0090 707-05570 53906.000 kg | 6.61000 356318.66| 3.92000 211311.52| POST-TENSIONING STRAND | | | 0091 707-06404 1118.400 m | 479.22000 535959.65| 526.00000 588278.40| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 1372 mm X 1245 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 100 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,219,462.50 (A + B) ROUTE : SR CALL ORDER : 100 CONTRACT ID : R -24951-B COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1009310 | |HUNT PAVING COMPANY, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 709-51821 LUMP| 14519.94000 14519.94| 15920.00000 15920.00| SURFACE SEAL | | | 0093 709-51821 LUMP| 21394.33000 21394.33| 24385.00000 24385.00| SURFACE SEAL , STR. 66-82-8006 | | | 0094 711-51070 48.000 EACH| 440.67000 21152.16| 65.00000 3120.00| ANCHOR PLATE, AP 1 | | | 0095 715-05048 4133.000 m | 13.09000 54100.97| 18.00000 74394.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0096 715-05052 27.500 m | 141.46000 3890.15| 178.00000 4895.00| PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0097 715-05053 126.200 m | 102.42000 12925.40| 27.00000 3407.40| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0098 715-05149 159.400 m | 105.12000 16756.13| 169.00000 26938.60| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0099 715-05151 324.500 m | 96.59000 31343.46| 177.00000 57436.50| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0100 715-05152 21.500 m | 96.17000 2067.66| 228.00000 4902.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0101 715-05175 30.000 m | 227.93000 6837.90| 294.00000 8820.00| PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0102 715-05595 15.000 m | 201.13000 3016.95| 226.00000 3390.00| PIPE EXTENSION, CIRCULAR, 375 mm | | | 0103 715-05756 2.000 m | 189.32000 378.64| 212.00000 424.00| PIPE EXTENSION, CIRCULAR, 300 mm | | | 0104 715-05891 5.500 m | 338.49000 1861.70| 407.00000 2238.50| PIPE EXTENSION, DEFORMED , MIN. AREA | | | 0.31 m2 | | | 0105 715-06471 1.000 EACH| 565.83000 565.83| 690.00000 690.00| PIPE END SECTION, MIN. AREA .31 m2 | | | 0106 715-46000 1.000 EACH| 99.59000 99.59| 345.00000 345.00| PIPE END SECTION, 300 mm | | | 0107 715-46030 2.000 EACH| 268.20000 536.40| 585.00000 1170.00| PIPE END SECTION, 750 mm | | | 0108 715-95092 419.000 m | 221.69000 92888.11| 338.00000 141622.00| SLOTTED DRAIN, 300 mm | | | 0109 718-06528 1.000 EACH| 737.00000 737.00| 465.00000 465.00| OUTLET PROTECTOR, 1 | | | 0110 718-06531 2.000 EACH| 606.18000 1212.36| 455.00000 910.00| OUTLET PROTECTOR, 3 | | | 0111 718-06532 1000.000 m | 3.30000 3300.00| 3.20000 3200.00| VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 100 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,219,462.50 (A + B) ROUTE : SR CALL ORDER : 100 CONTRACT ID : R -24951-B COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1009310 | |HUNT PAVING COMPANY, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 718-52610 776.000 m3 | 52.17000 40483.92| 41.00000 31816.00| AGGREGATE FOR UNDERDRAINS | | | 0113 718-99153 15740.000 m2 | 0.52000 8184.80| 1.90000 29906.00| GEOTEXTILES FOR UNDERDRAIN | | | 0114 720-44000 50.000 EACH| 392.41000 19620.50| 465.00000 23250.00| CASTING, ADJUST TO GRADE | | | 0115 720-44296 24.000 EACH| 479.70000 11512.80| 785.00000 18840.00| CAP INLET | | | 0116 720-45041 2.000 EACH| 2097.83000 4195.66| 5745.00000 11490.00| INLET, H5 | | | 0117 720-45045 10.000 EACH| 1044.41000 10444.10| 1985.00000 19850.00| INLET, J10 | | | 0118 720-45055 4.000 EACH| 1044.41000 4177.64| 2185.00000 8740.00| INLET, M10 | | | 0119 720-45080 15.000 EACH| 1427.88000 21418.20| 2965.00000 44475.00| INLET, S14 | | | 0120 720-45085 3.000 EACH| 1435.80000 4307.40| 3065.00000 9195.00| INLET, T14 | | | 0121 720-45141 4.000 EACH| 1742.49000 6969.96| 4850.00000 19400.00| INLET, H5, MODIFIED | | | 0122 720-45250 1.000 EACH| 1445.99000 1445.99| 3385.00000 3385.00| CATCH BASIN, K10 | | | 0123 720-45410 5.000 EACH| 1959.82000 9799.10| 2195.00000 10975.00| MANHOLE, C4 | | | 0124 720-45605 6.300 m | 1390.57000 8760.59| 1890.00000 11907.00| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0125 720-45615 6.500 m | 1375.04000 8937.76| 1660.00000 10790.00| STRUCTURE, INLET, RECONSTRUCT | | | 0126 720-98174 8.000 EACH| 1432.57000 11460.56| 3270.00000 26160.00| INLET, B15 | | | 0127 720-98555 2.000 EACH| 1449.54000 2899.08| 3470.00000 6940.00| INLET, C15 | | | 0128 726-03769 2.000 EACH| 11016.65000 22033.30| 9845.00000 19690.00| BEARING ASSEMBLY, POT PB2 | | | 0129 726-03770 2.000 EACH| 6760.00000 13520.00| 5185.00000 10370.00| BEARING ASSEMBLY, POT PB4 | | | 0130 726-03784 2.000 EACH| 7381.15000 14762.30| 5685.00000 11370.00| BEARING ASSEMBLY, POT, PB1 | | | 0131 726-03785 2.000 EACH| 9364.15000 18728.30| 9135.00000 18270.00| BEARING ASSEMBLY, POT, PB3 | | | 0132 728-98377 LUMP| 16921.57000 16921.57| 14415.00000 14415.00| MASONRY COATING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 100 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,219,462.50 (A + B) ROUTE : SR CALL ORDER : 100 CONTRACT ID : R -24951-B COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1009310 | |HUNT PAVING COMPANY, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 731-93945 1447.000 m2 | 192.79000 278967.13| 169.00000 244543.00| FACE PANELS, CONCRETE | | | 0134 731-93945 594.000 m2 | 66.10000 39263.40| 39.00000 23166.00| FACE PANELS, CONCRETE , REMOVE | | | 0135 731-93945 1652.000 m2 | 154.23000 254787.96| 139.00000 229628.00| FACE PANELS, CONCRETE , REMOVE AND RESET| | | 0136 731-93946 1447.000 m2 | 66.10000 95646.70| 73.00000 105631.00| WALL ERECTION | | | 0137 731-93947 155.600 m | 88.13000 13713.03| 72.00000 11203.20| LEVELING PAD, CONCRETE | | | 0138 801-01504 4.000 EACH| 55.08000 220.32| 375.00000 1500.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0139 801-06203 6256.000 m | 0.40000 2502.40| 1.60000 10009.60| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0140 801-06207 21581.000 m | 3.25000 70138.25| 3.60000 77691.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0141 801-06211 12.000 EACH| 159.74000 1916.88| 508.00000 6096.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0142 801-06218 112.000 m | 22.03000 2467.36| 10.80000 1209.60| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0143 801-06640 26.000 EACH| 302.96000 7876.96| 280.00000 7280.00| CONSTRUCTION SIGN, A | | | 0144 801-06645 16.000 EACH| 82.62000 1321.92| 54.00000 864.00| CONSTRUCTION SIGN, B | | | 0145 801-06710 1440.000 DAY | 14.94000 21513.60| 16.00000 23040.00| FLASHING ARROW SIGN | | | 0146 801-06775 LUMP| 173750.48000 173750.48| 235000.00000 235000.00| MAINTAINING TRAFFIC | | | 0147 801-07118 90.000 m | 102.96000 9266.40| 85.00000 7650.00| BARRICADE, III-A | | | 0148 802-05701 36.100 m | 31.95000 1153.40| 21.00000 758.10| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0149 802-05702 95.200 m | 28.64000 2726.53| 14.00000 1332.80| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0150 802-07047 4.000 EACH| 3194.83000 12779.32| 3020.00000 12080.00| TRAFFIC SIGN SUPPORT FOUNDATION, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 100 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24.219.462.50 (A + B) ROUTE : SR CALL ORDER : 100 CONTRACT ID : R -24951-B COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1009310 | |HUNT PAVING COMPANY, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 802-76015 18.180 m2 | 179.02000 3254.58| 165.00000 2999.70| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0152 802-76025 4.870 m2 | 158.64000 772.58| 95.00000 462.65| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0153 802-76035 35.520 m2 | 165.25000 5869.68| 107.00000 3800.64| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0154 803-76115 2.000 EACH| 22033.29000 44066.58| 51800.00000 103600.00| SPAN OVERHEAD SIGN STRUCTURE, TRI CHORD | | | TRUSS, SINGLE END SUPPORT | | | 0155 803-76160 2.000 EACH| 550.83000 1101.66| 810.00000 1620.00| BRIDGE BRACKET ASSEMBLY | | | 0156 805-01816 1.000 EACH| 991.50000 991.50| 970.00000 970.00| SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0157 805-01842 9.000 EACH| 661.00000 5949.00| 740.00000 6660.00| HANDHOLE, SIGNAL | | | 0158 805-02615 1.000 EACH| 2699.08000 2699.08| 2970.00000 2970.00| SIGNAL POLE, MAST ARM 12.2 m, ANCHOR | | | BOLTS | | | 0159 805-02645 2.000 EACH| 396.60000 793.20| 360.00000 720.00| SIGNAL PEDESTAL FOUNDATION, A | | | 0160 805-02654 300.000 m | 5.51000 1653.00| 4.00000 1200.00| SIGNAL CABLE, NO. 19 AWG COMMUNICATION, | | | WITH FIGURE 8 SELF SUPPORTING, 4C | | | 0161 805-04133 2.000 EACH| 462.70000 925.40| 530.00000 1060.00| SIGNAL PEDESTAL, 3.6 m | | | 0162 805-06592 1828.000 m | 33.05000 60415.40| 29.00000 53012.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0163 805-06886 1.000 EACH| 28125.50000 28125.50| 26800.00000 26800.00| VIDEO VEHICLE DETECTOR SYSTEM WITH 4 | | | CAMERAS , TEMPORARY | | | 0164 805-78100 1.000 EACH| 10496.66000 10496.66| 10850.00000 10850.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0165 805-78205 10.000 EACH| 720.49000 7204.90| 670.00000 6700.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0166 805-78215 6.000 EACH| 783.94000 4703.64| 690.00000 4140.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 100 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,219,462.50 (A + B) ROUTE : SR CALL ORDER : 100 CONTRACT ID : R -24951-B COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1009310 | |HUNT PAVING COMPANY, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0167 805-78415 2.000 EACH| 1322.00000 2644.00| 1585.00000 3170.00| SPAN, CATENARY, AND TETHER | | | 0168 805-78420 2.000 EACH| 238.23000 476.46| 240.00000 480.00| DISCONNECT HANGER | | | 0169 805-78445 1.000 EACH| 468.21000 468.21| 430.00000 430.00| SIGNAL SERVICE | | | 0170 805-78467 100.000 m | 5.51000 551.00| 4.25000 425.00| SIGNAL CABLE, 3C 8GA. | | | 0171 805-78485 208.000 m | 3.44000 715.52| 3.10000 644.80| SIGNAL CABLE, 5C 14GA. | | | 0172 805-78490 648.000 m | 3.70000 2397.60| 3.40000 2203.20| SIGNAL CABLE, 7C 14GA. | | | 0173 805-78510 1764.000 m | 2.48000 4374.72| 2.80000 4939.20| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0174 805-78520 LUMP| 4682.07000 4682.07| 1650.00000 1650.00| MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0175 805-78746 616.000 m | 50.90000 31354.40| 34.00000 20944.00| PREFORMED LOOP DETECTORS | | | 0176 805-78906 4.000 EACH| 1652.50000 6610.00| 1850.00000 7400.00| SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0177 805-78925 1.000 EACH| 661.00000 661.00| 540.00000 540.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0178 805-81032 4.000 EACH| 3040.59000 12162.36| 2850.00000 11400.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0179 805-86900 18.000 EACH| 534.31000 9617.58| 420.00000 7560.00| JUNCTION BOX | | | 0180 805-92504 13.000 EACH| 242.37000 3150.81| 270.00000 3510.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0181 806-53072 LUMP| 19829.96000 19829.96| 12550.00000 12550.00| TEMPORARY TRAFFIC SIGNAL | | | 0182 807-04653 18.000 EACH| 1927.91000 34702.38| 430.00000 7740.00| LIGHTING FOUNDATION IN CONCRETE BARRIER | | | 0183 807-04781 4.000 EACH| 991.50000 3966.00| 1030.00000 4120.00| LUMINAIRE MAST ARM, 9.1 m | | | 0184 808-01045 56.000 m | 6.17000 345.52| 9.80000 548.80| LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0185 808-03002 964.000 m | 2.03000 1956.92| 2.00000 1928.00| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 100 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,219,462.50 (A + B) ROUTE : SR CALL ORDER : 100 CONTRACT ID : R -24951-B COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1009310 | |HUNT PAVING COMPANY, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0186 808-03631 3261.000 m | 2.03000 6619.83| 2.00000 6522.00| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0187 808-03632 3477.000 m | 2.03000 7058.31| 2.00000 6954.00| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0188 808-05534 1312.000 m | 4.52000 5930.24| 2.80000 3673.60| LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0189 808-05535 181.000 m | 14.98000 2711.38| 25.00000 4525.00| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0190 808-06680 200.000 m | 6.72000 1344.00| 12.00000 2400.00| TRANSVERSE MARKINGS, EPOXY , SOLID, | | | WHITE, CROSSHATCH LINE, 300 mm | | | 0191 808-06701 180.000 m | 1.49000 268.20| 2.10000 378.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0192 808-06703 727.000 m | 1.49000 1083.23| 2.10000 1526.70| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0193 808-06848 43.000 m | 23.85000 1025.55| 28.00000 1204.00| LINE, EPOXY, DOTTED, WHITE, 100 mm, | | | 600m LINE, 1200 mm GAP | | | 0194 808-06849 9.000 m | 23.85000 214.65| 28.00000 252.00| LINE, EPOXY, DOTTED, YELLOW, 100 mm, | | | 600 mm LINE, 1200 mm GAP | | | 0195 808-74805 24.000 m | 14.98000 359.52| 24.00000 576.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0196 808-74807 16.000 EACH| 192.79000 3084.64| 215.00000 3440.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0197 808-74808 7.000 EACH| 167.45000 1172.15| 235.00000 1645.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0198 808-75245 578.000 m | 1.49000 861.22| 2.10000 1213.80| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0199 808-75297 28.000 m | 12.56000 351.68| 17.00000 476.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0200 808-75320 10.000 EACH| 52.88000 528.80| 74.00000 740.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 100 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 24,219,462.50 (A + B) ROUTE : SR CALL ORDER : 100 CONTRACT ID : R -24951-B COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1009310 | |HUNT PAVING COMPANY, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0201 808-75325 6.000 EACH| 71.61000 429.66| 110.00000 660.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0202 808-94455 176.000 m | 3.86000 679.36| 14.00000 2464.00| TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 150 mm | | | 0203 808-98796 65.000 m | 6.17000 401.05| 6.00000 390.00| LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | SECTION TOTALS | A = $ 12,321,768.46| A = $ 12,984,753.85| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | A + B = $ 22,621,768.46| A + B = $ 23,664,753.85| ==================================================================================================================================== CONTRACT DAYS 515 534 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 108 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 182,112.05 ROUTE : HOVEY LAKE CALL ORDER : 108 CONTRACT ID : R -25580-B COUNTIES : POSEY LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C603 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 182,986.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 209,323.45 114.3931% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 220,500.00 120.5010% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 |(3) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I 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| 5500.00000 5500.00| 12000.00000 12000.00| 19407.20000 19407.20 CONSTRUCTION ENGINEERING | | | 0002 203-02000 1253.000 CYS | 13.00000 16289.00| 24.00000 30072.00| 25.00000 31325.00 EXCAVATION, COMMON | | | 0003 213-04324 2.000 CYS | 1000.00000 2000.00| 210.00000 420.00| 400.00000 800.00 FLOWABLE FILL | | | 0004 303-52308 1149.000 TON | 19.00000 21831.00| 22.00000 25278.00| 20.00000 22980.00 COMPACTED AGGREGATE, O, 53 | | | 0005 402-07432 815.000 TON | 48.00000 39120.00| 50.00000 40750.00| 52.00000 42380.00 HMA TYPE A, SURFACE | | | 0006 402-07435 1388.000 TON | 40.00000 55520.00| 44.00000 61072.00| 47.00000 65236.00 HMA TYPE A, INTERMEDIATE | | | 0007 405-05517 14.700 TON | 300.00000 4410.00| 300.00000 4410.00| 390.00000 5733.00 ASPHALT FOR PRIME COAT | | | 0008 406-05520 2.500 TON | 350.00000 875.00| 170.00000 425.00| 200.00000 500.00 ASPHALT FOR TACK COAT | | | 0009 615-06496 105.000 EACH| 40.00000 4200.00| 36.35000 3816.75| 37.00000 3885.00 PARKING BARRIER | | | 0010 616-02842 34.000 TON | 75.00000 2550.00| 58.00000 1972.00| 70.00000 2380.00 RIPRAP, DITCH , OUTLET, D50=10 IN. | | | 0011 715-05048 866.000 LFT | 12.00000 10392.00| 13.00000 11258.00| 7.00000 6062.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0012 715-06517 120.000 LFT | 30.00000 3600.00| 32.00000 3840.00| 25.00000 3000.00 PIPE, CORRUGATED PE, S, 12 IN. | | | 0013 715-94457 140.000 LFT | 22.00000 3080.00| 15.00000 2100.00| 23.00000 3220.00 PIPE, PVC, SDR 35, 8 IN | | | 0014 718-52610 71.000 CYS | 55.00000 3905.00| 28.00000 1988.00| 58.00000 4118.00 AGGREGATE FOR UNDERDRAINS , NO. 8 STONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 108 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 182,112.05 ROUTE : HOVEY LAKE CALL ORDER : 108 CONTRACT ID : R -25580-B COUNTIES : POSEY LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 |(3) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 718-99153 3014.000 SYS | 1.00000 3014.00| 1.55000 4671.70| 1.70000 5123.80 GEOTEXTILES FOR UNDERDRAIN | | | 0016 720-45025 2.000 EACH| 2600.00000 5200.00| 2000.00000 4000.00| 1550.00000 3100.00 INLET, D6 | | | 0017 808-06695 5000.000 LFT | 0.30000 1500.00| 0.25000 1250.00| 0.25000 1250.00 LINE, PAINT, SOLID, WHITE, 5 IN. | | | SECTION TOTALS | $ 182,986.00| $ 209,323.45| $ 220,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 182,986.00| $ 209,323.45| $ 220,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 114 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 114 CONTRACT ID : R -25738-B COUNTIES : DELAWARE LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/31/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1188479 BRANDT CONSTRUCTION INC $ 897,858.25 100.0000% 2 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 934,563.28 104.0880% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 33,907,297.71 ROUTE : I-65 CALL ORDER : 120 CONTRACT ID : R -25987-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0658137 0658137 0658137 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9990064 SUPERIOR CONSTR/E & B PAVING JV $ 30,722,487.58 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 30,968,592.80 100.8010% 3 36-2231526 WALSH CONSTR CO OF ILL $ 31,477,634.00 102.4579% ==================================================================================================================================== |(1) 99-9990064 |(2) 35-0918397 |(3) 36-2231526 |SUPERIOR CONSTR/E & B PAVING|RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGN MODERNIZATION | | | 0001 105-06845 LUMP| 550000.00000 550000.00| 270240.00000 270240.00| 565000.00000 565000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06845 LUMP| 100000.00000 100000.00| 2152.72000 2152.72| 20000.00000 20000.00 CONSTRUCTION ENGINEERING , STR. NO. 1 | | | 0003 105-06845 LUMP| 100000.00000 100000.00| 5381.80000 5381.80| 20000.00000 20000.00 CONSTRUCTION ENGINEERING , STR. NO. 2 | | | 0004 105-06845 LUMP| 100000.00000 100000.00| 5381.80000 5381.80| 20000.00000 20000.00 CONSTRUCTION ENGINEERING , STR. NO. 3 | | | 0005 105-07040 20.000 MOS | 2000.00000 40000.00| 2436.10000 48722.00| 1800.00000 36000.00 FIELD OFFICE, C | | | 0006 108-01614 LUMP| 13800.00000 13800.00| 13800.00000 13800.00| 13800.00000 13800.00 PARTNERING OVERHEAD | | | 0007 110-01001 LUMP| 1250000.00000 1250000.00| 2091590.54000 2091590.54| 1450000.00000 1450000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 110-01001 LUMP| 100000.00000 100000.00| 64581.63000 64581.63| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 1 | | | 0009 110-01001 LUMP| 100000.00000 100000.00| 64581.63000 64581.63| 45500.00000 45500.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 2 | | | 0010 110-01001 LUMP| 100000.00000 100000.00| 64581.63000 64581.63| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 3 | | | 0011 201-52370 LUMP| 465000.00000 465000.00| 262113.80000 262113.80| 465000.00000 465000.00 CLEARING RIGHT OF WAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 33,907,297.71 ROUTE : I-65 CALL ORDER : 120 CONTRACT ID : R -25987-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990064 |(2) 35-0918397 |(3) 36-2231526 |SUPERIOR CONSTR/E & B PAVING|RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-02240 128954.000 m2 | 7.00000 902678.00| 7.50000 967155.00| 6.00000 773724.00 PAVEMENT, REMOVE | | | 0013 202-02241 4070.000 m | 8.23000 33496.10| 8.23000 33496.10| 10.00000 40700.00 GUARDRAIL, REMOVE | | | 0014 202-03783 5.000 EACH| 300.00000 1500.00| 300.00000 1500.00| 300.00000 1500.00 SIGN, PANEL, REMOVE | | | 0015 202-04089 6.000 EACH| 20.00000 120.00| 20.00000 120.00| 20.00000 120.00 SIGN, SHEET, REMOVE | | | 0016 202-51328 LUMP| 145000.00000 145000.00| 149000.00000 149000.00| 125000.00000 125000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0017 202-51328 LUMP| 130000.00000 130000.00| 174000.00000 174000.00| 120928.55000 120928.55 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0018 202-51328 LUMP| 120000.00000 120000.00| 184000.00000 184000.00| 90000.00000 90000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0019 202-51368 543.550 m2 | 17.08000 9283.83| 16.15000 8778.33| 20.00000 10871.00 SLOPEWALL, REMOVE | | | 0020 202-60820 10260.000 m2 | 2.50000 25650.00| 1.87000 19186.20| 2.00000 20520.00 SURFACE MILLING, ASPHALT | | | 0021 202-91385 77.000 EACH| 175.00000 13475.00| 131.28000 10108.56| 25.00000 1925.00 INLET, REMOVE | | | 0022 202-91840 30.000 m | 11.09000 332.70| 12.00000 360.00| 25.00000 750.00 FENCE, CHAIN LINK, REMOVE | | | 0023 202-93763 9.000 EACH| 200.00000 1800.00| 200.00000 1800.00| 450.00000 4050.00 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0024 202-93974 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0025 202-95579 2.000 EACH| 325.00000 650.00| 325.00000 650.00| 325.00000 650.00 SERVICE POINT, REMOVE | | | 0026 202-96479 304.000 EACH| 10.00000 3040.00| 7.53000 2289.12| 20.00000 6080.00 BOLT, REMOVE | | | 0027 203-02000 220021.000 m3 | 5.00000 1100105.00| 8.06000 1773369.26| 11.00000 2420231.00 EXCAVATION, COMMON | | | 0028 205-02224 300.000 m | 5.60000 1680.00| 5.60000 1680.00| 5.60000 1680.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0029 205-06931 2931.000 Mg | 17.00000 49827.00| 47.37000 138841.47| 36.41000 106717.71 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 33,907,297.71 ROUTE : I-65 CALL ORDER : 120 CONTRACT ID : R -25987-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990064 |(2) 35-0918397 |(3) 36-2231526 |SUPERIOR CONSTR/E & B PAVING|RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 205-06932 708.000 m | 30.30000 21452.40| 30.30000 21452.40| 30.30000 21452.40 TEMPORARY CHECK DAM, STRAW BALES | | | 0031 205-06933 9.000 EACH| 60.00000 540.00| 60.00000 540.00| 60.00000 540.00 TEMPORARY DITCH INLET PROTECTION | | | 0032 205-06937 4322.000 m | 5.60000 24203.20| 5.60000 24203.20| 7.32000 31637.04 TEMPORARY SILT FENCE | | | 0033 206-51220 44.800 m3 | 325.00000 14560.00| 161.45000 7232.96| 40.00000 1792.00 EXCAVATION, WET | | | 0034 206-51225 459.020 m3 | 35.00000 16065.70| 53.82000 24704.46| 25.00000 11475.50 EXCAVATION, DRY | | | 0036 210-05106 6.000 EACH| 550.00000 3300.00| 550.00000 3300.00| 550.00000 3300.00 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0037 211-02050 3271.000 m3 | 24.00000 78504.00| 17.72000 57962.12| 12.50000 40887.50 B BORROW | | | 0038 211-06467 146.710 m3 | 27.50000 4034.53| 64.58000 9474.53| 42.00000 6161.82 AGGREGATE FOR END BENT BACKFILL | | | 0039 211-07454 3166.000 m3 | 24.00000 75984.00| 13.86000 43880.76| 12.45000 39416.70 STRUCTURE BACKFILL | | | 0040 303-52308 64528.370 Mg | 11.00000 709812.07| 6.65000 429113.66| 12.00000 774340.44 COMPACTED AGGREGATE, O, 53 | | | 0041 304-06464 74599.000 m3 | 18.00000 1342782.00| 32.46000 2421483.54| 27.00000 2014173.00 SUBBASE FOR PCCP | | | 0045 406-05520 45.400 Mg | 200.00000 9080.00| 163.13000 7406.10| 200.00000 9080.00 ASPHALT FOR TACK COAT | | | 0046 501-06266 LUMP| 20800.00000 20800.00| 3150.41000 3150.41| 10000.00000 10000.00 PROFILOGRAPH, PCCP | | | 0047 501-06322 17644.000 m2 | 39.40000 695173.60| 36.16000 638007.04| 42.00000 741048.00 QC/QA PCCP, 275 mm | | | 0048 501-06325 243402.000 m2 | 32.47000 7903262.94| 32.15000 7825374.30| 34.75000 8458219.50 QC/QA PCCP, 350 mm | | | 0049 503-05240 47000.000 m | 22.90000 1076300.00| 25.80000 1212600.00| 18.00000 846000.00 D-1 CONTRACTION JOINT | | | 0050 601-01522 7.000 EACH| 1300.00000 9100.00| 1300.00000 9100.00| 1300.00000 9100.00 GUARDRAIL TRANSITION TYPE TGB | | | 0052 601-05999 9.000 EACH| 40.00000 360.00| 40.00000 360.00| 40.00000 360.00 CURVED TERMINAL END | | | 0053 601-94689 12.000 EACH| 2100.00000 25200.00| 2100.00000 25200.00| 2100.00000 25200.00 GUARDRAIL END TREATMENT, OS | | | 0054 601-97774 3.000 EACH| 1000.00000 3000.00| 1000.00000 3000.00| 1000.00000 3000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 120 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 33,907,297.71 ROUTE : I-65 CALL ORDER : 120 CONTRACT ID : R -25987-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990064 |(2) 35-0918397 |(3) 36-2231526 |SUPERIOR CONSTR/E & B PAVING|RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 601-99105 3226.680 m | 29.25000 94380.39| 29.25000 94380.39| 29.25000 94380.39 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0056 601-99106 7.620 m | 69.29000 527.99| 69.29000 527.99| 69.29000 527.99 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0058 602-06639 600.000 m | 98.00000 58800.00| 50.00000 30000.00| 70.00000 42000.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0059 602-06646 17568.000 m | 75.50000 1326384.00| 40.00000 702720.00| 36.00000 632448.00 TEMPORARY CONCRETE BARRIER | | | 0060 602-06729 4840.000 EACH| 2.38000 11519.20| 2.69000 13019.60| 2.38000 11519.20 BARRIER DELINEATOR | | | 0061 602-06944 536.000 m | 147.75000 79194.00| 124.31000 66630.16| 145.00000 77720.00 BARRIER, CONCRETE, 840 mm | | | 0062 602-06976 955.000 m | 212.60000 203033.00| 179.27000 171202.85| 175.00000 167125.00 BARRIER, CONCRETE, 1145 mm, MODIFIED | | | 0064 603-06040 8000.000 m | 12.53000 100240.00| 12.53000 100240.00| 11.25000 90000.00 FENCE, FARM FIELD, 1190 mm | | | 0066 615-06490 4.000 EACH| 150.00000 600.00| 150.00000 600.00| 150.00000 600.00 RIGHT OF WAY MARKER | | | 0067 615-06510 10.000 EACH| 250.00000 2500.00| 250.00000 2500.00| 250.00000 2500.00 MONUMENT, C | | | 0068 615-06515 38.000 EACH| 100.00000 3800.00| 100.00000 3800.00| 100.00000 3800.00 MONUMENT, D | | | 0069 616-02320 2658.870 m2 | 2.00000 5317.74| 1.66000 4413.72| 1.26000 3350.18 GEOTEXTILES | | | 0070 616-03472 1285.200 Mg | 45.00000 57834.00| 29.69000 38157.59| 29.00000 37270.80 RIPRAP, REVETMENT 450 mm | | | 0071 616-05688 211.000 Mg | 45.00000 9495.00| 41.05000 8661.55| 35.00000 7385.00 RIPRAP, CLASS 1 | | | 0072 616-06405 379.200 Mg | 45.00000 17064.00| 42.44000 16093.25| 40.00000 15168.00 RIPRAP, REVETMENT | | | 0073 616-51367 1743.400 m2 | 60.00000 104604.00| 59.20000 103209.28| 44.18000 77023.41 SLOPEWALL, CONCRETE, 100 mm | | | 0074 619-51859 LUMP| 20000.00000 20000.00| 21527.21000 21527.21| 20000.00000 20000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0075 619-61000 LUMP| 22000.00000 22000.00| 16145.41000 16145.41| 22000.00000 22000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0076 619-93423 LUMP| 3000.00000 3000.00| 2152.72000 2152.72| 3000.00000 3000.00 POLLUTION CONTROL , STR. NO. 2 | | | 0077 621-01004 2.000 EACH| 850.00000 1700.00| 850.00000 1700.00| 850.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 120 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 33,907,297.71 ROUTE : I-65 CALL ORDER : 120 CONTRACT ID : R -25987-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990064 |(2) 35-0918397 |(3) 36-2231526 |SUPERIOR CONSTR/E & B PAVING|RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 621-02770 12500.000 m2 | 1.45000 18125.00| 1.45000 18125.00| 1.45000 18125.00 EROSION CONTROL BLANKET | | | 0079 621-06545 30.600 Mg | 490.00000 14994.00| 490.00000 14994.00| 490.00000 14994.00 FERTILIZER | | | 0080 621-06553 5610.000 kg | 5.97000 33491.70| 5.97000 33491.70| 5.97000 33491.70 SEED MIXTURE, R | | | 0081 621-06557 935.000 kg | 4.66000 4357.10| 4.66000 4357.10| 4.66000 4357.10 SEED MIXTURE, T | | | 0082 621-06565 153.000 Mg | 449.00000 68697.00| 449.00000 68697.00| 449.00000 68697.00 MULCHING MATERIAL | | | 0083 621-06567 71.900 kL | 0.55000 39.55| 0.55000 39.55| 0.55000 39.55 WATER | | | 0084 621-06575 3298.200 m2 | 4.26000 14050.33| 4.26000 14050.33| 4.26000 14050.33 SODDING, NURSERY | | | 0085 701-03808 648.000 m | 100.00000 64800.00| 107.64000 69750.72| 122.16000 79159.68 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 4.67 mm, 305 mm | | | 0086 701-93633 78.400 m | 175.00000 13720.00| 10.76000 843.58| 103.27000 8096.37 OVERSIZED PREDRILLED PILE HOLES | | | 0087 701-98647 312.000 m | 100.00000 31200.00| 113.02000 35262.24| 142.58000 44484.96 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0088 702-04433 4.000 EACH| 75.00000 300.00| 107.64000 430.56| 113.78000 455.12 FLOOR DRAIN, PVC, 150 mm | | | 0089 702-51005 303.000 m3 | 500.00000 151500.00| 699.63000 211987.89| 650.00000 196950.00 CONCRETE, A, SUBSTRUCTURE | | | 0090 702-51015 192.000 m3 | 300.00000 57600.00| 538.18000 103330.56| 425.00000 81600.00 CONCRETE, B, FOOTINGS | | | 0091 702-51863 794.000 EACH| 10.00000 7940.00| 6.46000 5129.24| 16.00000 12704.00 FIELD DRILLED HOLE IN CONCRETE | | | 0092 702-90915 38.000 m3 | 700.00000 26600.00| 592.00000 22496.00| 700.00000 26600.00 CONCRETE, A | | | 0093 703-51030 43639.000 kg | 1.50000 65458.50| 1.51000 65894.89| 1.13000 49312.07 REINFORCING STEEL | | | 0094 703-51032 138952.000 kg | 1.60000 222323.20| 1.61000 223712.72| 1.29000 179248.08 REINFORCING STEEL, EPOXY COATED | | | 0095 703-90512 43.000 EACH| 10.00000 430.00| 10.76000 462.68| 22.76000 978.68 THREADED BAR SPLICE | | | 0096 703-97703 628.000 EACH| 12.00000 7536.00| 11.84000 7435.52| 21.10000 13250.80 THREADED BAR SPLICE, EPOXY COATED | | | 0097 703-97936 524.000 EACH| 13.00000 6812.00| 13.99000 7330.76| 22.89000 11994.36 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 120 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 33,907,297.71 ROUTE : I-65 CALL ORDER : 120 CONTRACT ID : R -25987-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990064 |(2) 35-0918397 |(3) 36-2231526 |SUPERIOR CONSTR/E & B PAVING|RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 704-51002 925.000 m3 | 700.00000 647500.00| 538.18000 497816.50| 800.00000 740000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0099 706-05734 8.000 EACH| 1200.00000 9600.00| 1291.63000 10333.04| 2000.00000 16000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0100 706-51020 71.800 m3 | 420.00000 30156.00| 592.00000 42505.60| 900.00000 64620.00 CONCRETE, C, RAILING | | | 0101 707-90219 23.000 EACH| 800.00000 18400.00| 376.73000 8664.79| 325.00000 7475.00 ELASTOMERIC BEARING | | | 0102 709-51821 LUMP| 8500.00000 8500.00| 9687.24000 9687.24| 8500.00000 8500.00 SURFACE SEAL , STR. NO. 2 | | | 0103 709-51821 LUMP| 9900.00000 9900.00| 10763.60000 10763.60| 9900.00000 9900.00 SURFACE SEAL , STR. NO. 3 | | | 0104 710-51870 20.000 m2 | 500.00000 10000.00| 322.91000 6458.20| 175.00000 3500.00 REPOINTING MASONRY IN STRUCTURES | | | 0105 711-01786 56.000 EACH| 50.00000 2800.00| 34.44000 1928.64| 30.00000 1680.00 STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0106 711-51035 51109.000 kg | 3.50000 178881.50| 5.00000 255545.00| 3.00000 153327.00 STRUCTURAL STEEL | | | 0107 711-51867 99100.000 mm2 | 0.10000 9910.00| 0.01000 991.00| 0.05000 4955.00 STRUCTURAL STEEL CUTTING | | | 0108 711-51877 LUMP| 100000.00000 100000.00| 10763.60000 10763.60| 40000.00000 40000.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 2 | | | 0109 714-03606 60.357 m | 8000.00000 482856.00| 5500.00000 331963.50| 3500.00000 211249.50 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 3600 mm | | | 0110 714-44240 4.000 m3 | 600.00000 2400.00| 322.91000 1291.64| 900.00000 3600.00 CONCRETE, A, STRUCTURES | | | 0111 715-02839 46.000 m | 150.00000 6900.00| 142.00000 6532.00| 175.00000 8050.00 PIPE, POLYETHYLENE LINER, 600 mm | | | 0112 715-05019 200.000 m | 200.00000 40000.00| 176.99000 35398.00| 225.00000 45000.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0113 715-05048 27624.800 m | 7.25000 200279.80| 12.00000 331497.60| 6.00000 165748.80 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0114 715-05053 2524.000 m | 32.00000 80768.00| 14.45000 36471.80| 75.00000 189300.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0115 715-05115 34.560 m | 102.50000 3542.40| 12.26000 423.71| 60.00000 2073.60 PIPE, TYPE 1, CIRCULAR, 150 mm | | | 0116 715-05119 106.000 m | 145.00000 15370.00| 71.81000 7611.86| 70.00000 7420.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 120 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 33,907,297.71 ROUTE : I-65 CALL ORDER : 120 CONTRACT ID : R -25987-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990064 |(2) 35-0918397 |(3) 36-2231526 |SUPERIOR CONSTR/E & B PAVING|RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 715-05123 110.000 m | 170.00000 18700.00| 97.32000 10705.20| 105.00000 11550.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0118 715-05125 41.000 m | 215.00000 8815.00| 123.49000 5063.09| 135.00000 5535.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0120 715-05149 40.000 m | 135.00000 5400.00| 66.74000 2669.60| 80.00000 3200.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0121 715-05151 336.000 m | 80.00000 26880.00| 84.76000 28479.36| 95.00000 31920.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0122 715-05152 41.000 m | 120.00000 4920.00| 92.13000 3777.33| 125.00000 5125.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0123 715-05169 280.000 m | 100.00000 28000.00| 64.00000 17920.00| 70.00000 19600.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0124 715-05171 12.600 m | 350.00000 4410.00| 122.18000 1539.47| 110.00000 1386.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0125 715-05173 16.000 m | 280.00000 4480.00| 103.05000 1648.80| 115.00000 1840.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0126 715-05203 800.000 m | 35.00000 28000.00| 8.53000 6824.00| 7.00000 5600.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0127 715-05218 98.000 m | 100.00000 9800.00| 115.12000 11281.76| 80.00000 7840.00 PIPE, TYPE 5, CIRCULAR, 375 mm | | | 0128 715-05238 109.000 m | 180.00000 19620.00| 216.33000 23579.97| 230.00000 25070.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0129 715-05254 57.500 m | 490.00000 28175.00| 299.66000 17230.45| 455.00000 26162.50 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.03 | | | m2 | | | 0130 715-05343 47.000 m | 325.00000 15275.00| 246.61000 11590.67| 300.00000 14100.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 1.08 | | | m2 | | | 0131 715-05407 200.000 m | 32.00000 6400.00| 16.15000 3230.00| 7.57000 1514.00 PIPE, END BENT DRAIN, 150 mm | | | 0132 715-05423 264.000 m | 220.00000 58080.00| 315.00000 83160.00| 233.04000 61522.56 PIPE, SLOTTED DRAIN, 375 mm | | | 0133 715-05597 4.000 m | 550.00000 2200.00| 206.37000 825.48| 593.50000 2374.00 PIPE EXTENSION, CIRCULAR, 600 mm | | | 0134 715-46005 57.000 EACH| 425.00000 24225.00| 327.65000 18676.05| 187.12000 10665.84 PIPE END SECTION, 375 mm | | | 0135 715-46010 5.000 EACH| 500.00000 2500.00| 364.25000 1821.25| 212.43000 1062.15 PIPE END SECTION, 450 mm | | | 0136 715-46020 5.000 EACH| 550.00000 2750.00| 383.63000 1918.15| 318.19000 1590.95 PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 120 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 33,907,297.71 ROUTE : I-65 CALL ORDER : 120 CONTRACT ID : R -25987-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990064 |(2) 35-0918397 |(3) 36-2231526 |SUPERIOR CONSTR/E & B PAVING|RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 715-46040 13.000 EACH| 850.00000 11050.00| 618.49000 8040.37| 523.91000 6810.83 PIPE END SECTION, 900 mm | | | 0138 715-46095 4.000 EACH| 900.00000 3600.00| 769.18000 3076.72| 523.91000 2095.64 PIPE END SECTION, MIN. AREA .60 m2 | | | 0139 715-96913 105.000 m | 200.00000 21000.00| 189.00000 19845.00| 192.18000 20178.90 PIPE, POLYETHYLENE LINER, 900 mm | | | 0141 715-97404 2.000 EACH| 2000.00000 4000.00| 1991.68000 3983.36| 5000.00000 10000.00 GRATED BOX END SECTION, I, 3:1, 375 mm | | | 0142 715-97691 2.000 EACH| 4000.00000 8000.00| 4818.28000 9636.56| 6000.00000 12000.00 GRATED BOX END SECTION, I, 3:1, 900 mm | | | 0143 718-06526 176.000 Mg | 20.00000 3520.00| 20.00000 3520.00| 45.00000 7920.00 HMA FOR UNDERDRAINS | | | 0144 718-06528 18.000 EACH| 488.00000 8784.00| 411.00000 7398.00| 1100.00000 19800.00 OUTLET PROTECTOR, 1 | | | 0145 718-06531 176.000 EACH| 411.00000 72336.00| 312.00000 54912.00| 300.00000 52800.00 OUTLET PROTECTOR, 3 | | | 0146 718-06532 3000.000 m | 3.00000 9000.00| 3.00000 9000.00| 3.28000 9840.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0147 718-52610 5615.000 m3 | 34.50000 193717.50| 34.16000 191808.40| 29.00000 162835.00 AGGREGATE FOR UNDERDRAINS | | | 0148 718-99153 146307.000 m2 | 0.80000 117045.60| 0.32000 46818.24| 0.60000 87784.20 GEOTEXTILES FOR UNDERDRAIN | | | 0149 720-06607 6.000 EACH| 800.00000 4800.00| 577.37000 3464.22| 391.37000 2348.22 SLOTTED DRAIN PIPE CLEANOUT PORT | | | 0150 720-45041 3.000 EACH| 3300.00000 9900.00| 3552.14000 10656.42| 3168.73000 9506.19 INLET, H5 | | | 0151 720-45065 4.000 EACH| 2800.00000 11200.00| 2168.60000 8674.40| 2962.91000 11851.64 INLET, N12 | | | 0152 720-45069 5.000 EACH| 2400.00000 12000.00| 1915.66000 9578.30| 2832.10000 14160.50 INLET, P12 | | | 0153 720-45141 47.000 EACH| 2850.00000 133950.00| 4220.96000 198385.12| 2949.52000 138627.44 INLET, H5, MODIFIED | | | 0154 801-03290 6.000 EACH| 134.00000 804.00| 134.00000 804.00| 134.00000 804.00 CONSTRUCTION SIGN, C | | | 0155 801-06203 42910.000 m | 0.52000 22313.20| 0.52000 22313.20| 0.52000 22313.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0156 801-06207 81200.000 m | 2.48000 201376.00| 2.48000 201376.00| 2.48000 201376.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0157 801-06218 16.000 m | 14.88000 238.08| 14.88000 238.08| 14.88000 238.08 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 120 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 33,907,297.71 ROUTE : I-65 CALL ORDER : 120 CONTRACT ID : R -25987-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990064 |(2) 35-0918397 |(3) 36-2231526 |SUPERIOR CONSTR/E & B PAVING|RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 801-06640 54.000 EACH| 109.00000 5886.00| 109.00000 5886.00| 125.00000 6750.00 CONSTRUCTION SIGN, A | | | 0162 801-06645 8.000 EACH| 39.00000 312.00| 39.00000 312.00| 50.00000 400.00 CONSTRUCTION SIGN, B | | | 0163 801-06710 600.000 DAY | 10.00000 6000.00| 10.00000 6000.00| 10.00000 6000.00 FLASHING ARROW SIGN | | | 0164 801-06775 LUMP| 1200000.00000 1200000.00| 18500.00000 18500.00| 700000.00000 700000.00 MAINTAINING TRAFFIC | | | 0165 801-97643 172.800 m | 6.75000 1166.40| 6.75000 1166.40| 6.75000 1166.40 TEMPORARY BUZZ STRIPS | | | 0166 802-02475 14.000 EACH| 225.00000 3150.00| 225.00000 3150.00| 225.00000 3150.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0167 802-02489 348.500 m | 32.31000 11260.04| 32.31000 11260.04| 32.31000 11260.04 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0168 802-07060 47.000 EACH| 35.00000 1645.00| 35.00000 1645.00| 35.00000 1645.00 SIGN, SHEET, RELOCATE | | | 0169 802-07102 1.000 EACH| 8500.00000 8500.00| 8500.00000 8500.00| 8500.00000 8500.00 SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0170 802-07137 4.000 EACH| 345.00000 1380.00| 345.00000 1380.00| 345.00000 1380.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0171 802-07151 20.000 EACH| 365.00000 7300.00| 365.00000 7300.00| 365.00000 7300.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0172 802-07153 8.000 EACH| 375.00000 3000.00| 375.00000 3000.00| 375.00000 3000.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0173 802-07154 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00| 400.00000 3200.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0174 802-07159 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0175 802-76015 88.490 m2 | 150.69000 13334.56| 150.69000 13334.56| 150.69000 13334.56 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0176 802-76025 28.800 m2 | 107.64000 3100.03| 107.64000 3100.03| 107.64000 3100.03 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0177 802-76035 3.820 m2 | 104.95000 400.91| 104.95000 400.91| 104.95000 400.91 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 120 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 33,907,297.71 ROUTE : I-65 CALL ORDER : 120 CONTRACT ID : R -25987-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990064 |(2) 35-0918397 |(3) 36-2231526 |SUPERIOR CONSTR/E & B PAVING|RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0178 802-76065 7.500 m | 42.64000 319.80| 42.64000 319.80| 42.64000 319.80 SIGN POST, B | | | 0179 802-76095 5348.520 kg | 7.17000 38348.89| 7.17000 38348.89| 7.70000 41183.60 STRUCTURAL STEEL, BREAKAWAY | | | 0180 802-93388 21.000 EACH| 145.00000 3045.00| 145.00000 3045.00| 145.00000 3045.00 BARRIER WALL SIGN BRACKET ASSEMBLY, | | | MEDIAN | | | 0181 802-96800 4410.000 EACH| 3.39000 14949.90| 1.99000 8775.90| 3.29000 14508.90 SHEAR STUD CONNECTOR | | | 0182 803-76140 1.000 EACH| 22000.00000 22000.00| 22000.00000 22000.00| 22000.00000 22000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0185 805-05905 1.000 EACH| 9475.00000 9475.00| 9475.00000 9475.00| 9475.00000 9475.00 ATR STATION- 4 LANE | | | 0186 805-06592 70.000 m | 29.52000 2066.40| 29.52000 2066.40| 29.52000 2066.40 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0187 805-07575 LUMP| 283000.00000 283000.00| 290000.00000 290000.00| 290000.00000 290000.00 ITS CONDUIT AND HANDHOLES | | | 0188 805-86810 2.000 EACH| 2800.00000 5600.00| 2800.00000 5600.00| 2800.00000 5600.00 SERVICE POINT, II | | | 0189 805-86889 230.000 m | 2.46000 565.80| 2.46000 565.80| 2.46000 565.80 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0190 805-86920 25.000 EACH| 20.00000 500.00| 20.00000 500.00| 20.00000 500.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0191 805-86925 12.000 EACH| 22.00000 264.00| 22.00000 264.00| 22.00000 264.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0192 805-86930 22.000 EACH| 18.00000 396.00| 18.00000 396.00| 18.00000 396.00 INSULATING LINK, NOT WATERPROOFED | | | 0193 805-86935 16.000 EACH| 20.00000 320.00| 20.00000 320.00| 20.00000 320.00 INSULATING LINK, WATERPROOFED | | | 0194 805-86955 11.000 EACH| 125.00000 1375.00| 125.00000 1375.00| 125.00000 1375.00 CABLE DUCT MARKER | | | 0195 805-98335 2750.000 m | 9.84000 27060.00| 9.84000 27060.00| 9.84000 27060.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0196 805-98336 70.000 m | 9.84000 688.80| 9.84000 688.80| 9.84000 688.80 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 120 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 33,907,297.71 ROUTE : I-65 CALL ORDER : 120 CONTRACT ID : R -25987-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990064 |(2) 35-0918397 |(3) 36-2231526 |SUPERIOR CONSTR/E & B PAVING|RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0197 807-04309 1.000 EACH| 2400.00000 2400.00| 2400.00000 2400.00| 2400.00000 2400.00 PORTABLE TOWER LIGHTING DRIVE SYSTEM | | | 0198 807-06476 2.000 EACH| 7500.00000 15000.00| 7500.00000 15000.00| 7500.00000 15000.00 LIGHT POLE, HIGH MAST, RELOCATE | | | 0199 807-78590 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| 500.00000 2000.00 HANDHOLE | | | 0200 807-82016 2.000 EACH| 425.00000 850.00| 425.00000 850.00| 425.00000 850.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0201 807-82017 1.000 EACH| 475.00000 475.00| 475.00000 475.00| 475.00000 475.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0202 807-84814 6.000 EACH| 1175.00000 7050.00| 1175.00000 7050.00| 1175.00000 7050.00 LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0203 807-86620 6.000 EACH| 250.00000 1500.00| 250.00000 1500.00| 250.00000 1500.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0204 807-86665 42.000 EACH| 650.00000 27300.00| 650.00000 27300.00| 650.00000 27300.00 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0205 807-86790 7.000 EACH| 450.00000 3150.00| 450.00000 3150.00| 450.00000 3150.00 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0206 807-86830 1.000 EACH| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0207 807-86832 1.000 EACH| 5500.00000 5500.00| 5500.00000 5500.00| 5500.00000 5500.00 CONCRETE FOUNDATION WITH GROUNDING, | | | HIGH MAST TOWER | | | 0208 807-86910 9.000 EACH| 25.00000 225.00| 25.00000 225.00| 25.00000 225.00 CONNECTOR KIT, UNFUSED | | | 0209 807-86915 12.000 EACH| 25.00000 300.00| 25.00000 300.00| 25.00000 300.00 CONNECTOR KIT, FUSED | | | 0210 807-86950 17.000 EACH| 15.00000 255.00| 15.00000 255.00| 15.00000 255.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0211 807-97619 7.000 EACH| 7100.00000 49700.00| 7100.00000 49700.00| 7100.00000 49700.00 HIGH MAST TOWER, RETROFIT | | | 0212 808-06701 100.000 m | 4.20000 420.00| 4.20000 420.00| 4.20000 420.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 120 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 33,907,297.71 ROUTE : I-65 CALL ORDER : 120 CONTRACT ID : R -25987-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990064 |(2) 35-0918397 |(3) 36-2231526 |SUPERIOR CONSTR/E & B PAVING|RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0213 808-06703 400.000 m | 4.20000 1680.00| 4.20000 1680.00| 4.20000 1680.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0214 808-06714 310.000 m | 3.75000 1162.50| 3.75000 1162.50| 3.75000 1162.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0215 808-06716 20310.000 m | 1.20000 24372.00| 1.28000 25996.80| 1.20000 24372.00 LINE, REMOVE | | | 0221 808-75245 400.000 m | 4.20000 1680.00| 4.20000 1680.00| 4.20000 1680.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0222 808-75998 946.000 EACH| 18.50000 17501.00| 18.50000 17501.00| 18.50000 17501.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0224 105-04655 18.000 MOS | 300.00000 5400.00| 7103.98000 127871.64| 816.67000 14700.06 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0225 202-95027 3.000 EACH| 800.00000 2400.00| 800.00000 2400.00| 800.00000 2400.00 IMPACT ATTENUATOR, REMOVE | | | 0227 601-94690 2.000 EACH| 3100.00000 6200.00| 3100.00000 6200.00| 3100.00000 6200.00 GUARDRAIL END TREATMENT, MS | | | 0228 601-97803 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0229 601-99108 175.260 m | 49.27000 8635.06| 49.27000 8635.06| 49.27000 8635.06 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0230 611-52817 3.000 EACH| 12500.00000 37500.00| 60000.00000 180000.00| 1.00000 3.00 TEMPORARY CROSSOVER, B | | | 0231 801-06625 20.000 EACH| 42.00000 840.00| 42.00000 840.00| 42.00000 840.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0232 801-04308 2.000 EACH| 138.00000 276.00| 138.00000 276.00| 138.00000 276.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0233 801-09133 4.000 EACH| 8865.00000 35460.00| 8865.00000 35460.00| 8865.00000 35460.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0234 804-06771 250.000 EACH| 16.95000 4237.50| 38.95000 9737.50| 22.00000 5500.00 DELINEATOR POST, FLEXIBLE | | | 0235 207-07498 331510.000 m2 | 6.28000 2081882.80| 9.84000 3262058.40| 8.25000 2734957.50 SUBGRADE TREATMENT, TYPE A | | | 0236 402-07433 4510.000 Mg | 35.00000 157850.00| 40.00000 180400.00| 40.00000 180400.00 HMA TYPE B, SURFACE | | | 0237 402-07438 7880.000 Mg | 30.00000 236400.00| 29.00000 228520.00| 35.00000 275800.00 HMA TYPE B, INTERMEDIATE | | | 0238 402-07441 26410.000 Mg | 28.00000 739480.00| 21.00000 554610.00| 31.00000 818710.00 HMA TYPE B, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 120 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 33,907,297.71 ROUTE : I-65 CALL ORDER : 120 CONTRACT ID : R -25987-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990064 |(2) 35-0918397 |(3) 36-2231526 |SUPERIOR CONSTR/E & B PAVING|RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0239 402-07434 454.000 Mg | 35.00000 15890.00| 47.71000 21660.34| 42.00000 19068.00 HMA TYPE C, SURFACE | | | 0240 402-07439 784.000 Mg | 30.00000 23520.00| 36.52000 28631.68| 35.00000 27440.00 HMA TYPE C, INTERMEDIATE | | | 0241 501-06727 LUMP| 13280.00000 13280.00| 15653.47000 15653.47| 15000.00000 15000.00 CORING, PCCP | | | 0242 503-05310 81.300 m | 400.00000 32520.00| 530.24000 43108.51| 450.00000 36585.00 TERMINAL JOINT | | | 0243 601-07023 2.000 EACH| 12500.00000 25000.00| 4500.00000 9000.00| 4530.00000 9060.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0244 601-07024 2.000 EACH| 13500.00000 27000.00| 5500.00000 11000.00| 5530.00000 11060.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0245 602-06945 6056.000 m | 183.65000 1112184.40| 148.32000 898225.92| 120.00000 726720.00 BARRIER, CONCRETE, 1145 mm | | | 0246 603-92636 95.000 m | 79.24000 7527.80| 79.24000 7527.80| 42.00000 3990.00 FENCE, CHAIN LINK, 1830 mm | | | 0247 610-06262 1292.000 m2 | 81.00000 104652.00| 48.44000 62584.48| 70.00000 90440.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0248 715-07107 2.000 EACH| 1200.00000 2400.00| 620.43000 1240.86| 410.80000 821.60 PIPE END SECTION, MIN. AREA 1.08 m2 | | | 0249 808-03631 19479.000 m | 1.57000 30582.03| 1.57000 30582.03| 1.57000 30582.03 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0250 808-05534 1393.000 m | 3.14000 4374.02| 3.14000 4374.02| 3.14000 4374.02 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0251 808-03632 19068.000 m | 1.57000 29936.76| 1.57000 29936.76| 1.57000 29936.76 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0252 808-03002 4629.000 m | 1.57000 7267.53| 1.57000 7267.53| 1.57000 7267.53 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0253 808-74805 20.000 m | 21.00000 420.00| 21.00000 420.00| 21.00000 420.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0254 808-05535 349.000 m | 21.00000 7329.00| 21.00000 7329.00| 21.00000 7329.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0255 801-07119 36.000 m | 26.80000 964.80| 26.80000 964.80| 27.00000 972.00 BARRICADE, III-B | | | 0256 716-93468 985.000 m | 600.00000 591000.00| 374.00000 368390.00| 437.04000 430484.40 PIPE, JACKED, REINFORCED CONCRETE, 375 | | | mm | | | 0257 716-02033 25.000 m | 650.00000 16250.00| 417.00000 10425.00| 1056.25000 26406.25 PIPE, JACKED, REINFORCED CONCRETE, III, | | | 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 120 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 33,907,297.71 ROUTE : I-65 CALL ORDER : 120 CONTRACT ID : R -25987-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9990064 |(2) 35-0918397 |(3) 36-2231526 |SUPERIOR CONSTR/E & B PAVING|RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0258 716-02585 50.000 m | 700.00000 35000.00| 391.00000 19550.00| 1431.30000 71565.00 PIPE, JACKED, REINFORCED CONCRETE, III, | | | 900 mm | | | 0259 716-94653 51.000 m | 750.00000 38250.00| 304.00000 15504.00| 1801.38000 91870.38 PIPE, JACKED, REINFORCED CONCRETE, 1050 | | | mm | | | SECTION TOTALS | $ 30,722,487.58| $ 30,968,592.80| $ 31,477,634.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 30,722,487.58| $ 30,968,592.80| $ 31,477,634.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,183,699.97 ROUTE : SR 450 CALL ORDER : 150 CONTRACT ID : R -26128-A COUNTIES : LAWRENCE MARTIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 475100E 4751009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 3,980,403.63 100.0000% 2 35-1134435 FOERTSCH CONSTRUCTION $ 4,002,101.02 100.5451% 3 35-1418333 ROGERS GROUP, INC. $ 4,176,257.32 104.9204% 4 35-1357381 O'MARA, DAVE CONTRACTOR $ 4,274,525.40 107.3892% ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1134435 |(3) 35-1418333 |CRIDER & CRIDER, INC. |FOERTSCH CONSTRUCTION |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 EROSION AND LANDSLIDE CONTROL | | | 0001 105-06845 LUMP| 35000.00000 35000.00| 14500.00000 14500.00| 33000.00000 33000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2000.00000 20000.00| 1400.00000 14000.00| 2050.00000 20500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 196000.00000 196000.00| 212000.00000 212000.00| 181200.00000 181200.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 19000.00000 19000.00| 48000.00000 48000.00| 15850.00000 15850.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 344.900 m | 8.25000 2845.43| 6.30000 2172.87| 8.85000 3052.37 GUARDRAIL, REMOVE | | | 0006 202-60820 3000.000 m2 | 3.30000 9900.00| 3.15000 9450.00| 2.50000 7500.00 SURFACE MILLING, ASPHALT | | | 0007 202-93741 2.000 EACH| 120.00000 240.00| 262.50000 525.00| 115.00000 230.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02000 71303.000 m3 | 7.40000 527642.20| 3.65000 260255.95| 9.50000 677378.50 EXCAVATION, COMMON | | | 0009 203-02010 1212.000 m3 | 40.00000 48480.00| 50.00000 60600.00| 68.00000 82416.00 EXCAVATION, ROCK | | | 0010 203-91878 3300.000 m | 24.00000 79200.00| 14.00000 46200.00| 17.00000 56100.00 LINEAR DITCH GRADING | | | 0011 203-93444 137520.000 Mg | 8.33000 1145541.60| 10.85000 1492092.00| 7.50000 1031400.00 BACKFILL, ROCK | | | 0013 205-06932 75.000 m | 20.00000 1500.00| 30.00000 2250.00| 29.50000 2212.50 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 211-07454 436.700 m3 | 32.00000 13974.40| 25.00000 10917.50| 53.00000 23145.10 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,183,699.97 ROUTE : SR 450 CALL ORDER : 150 CONTRACT ID : R -26128-A COUNTIES : LAWRENCE MARTIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1134435 |(3) 35-1418333 |CRIDER & CRIDER, INC. |FOERTSCH CONSTRUCTION |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 303-01180 643.400 Mg | 15.00000 9651.00| 9.75000 6273.15| 15.00000 9651.00 COMPACTED AGGREGATE, 53 | | | 0017 303-07449 2170.000 Mg | 16.00000 34720.00| 15.40000 33418.00| 21.25000 46112.50 COMPACTED AGGREGATE, NO. 73 | | | 0018 304-07490 350.000 Mg | 110.00000 38500.00| 68.25000 23887.50| 120.00000 42000.00 HMA PATCHING, TYPE B | | | 0019 401-06264 LUMP| 4000.00000 4000.00| 10080.00000 10080.00| 11000.00000 11000.00 PROFILOGRAPH, HMA | | | 0020 401-07321 25550.000 Mg | 34.15000 872532.50| 35.35000 903192.50| 35.50000 907025.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0021 401-07406 192.000 Mg | 41.00000 7872.00| 68.25000 13104.00| 43.50000 8352.00 QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0022 402-07451 6000.000 Mg | 34.15000 204900.00| 35.75000 214500.00| 36.00000 216000.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0023 404-05511 25704.000 m2 | 1.15000 29559.60| 0.82000 21077.28| 1.25000 32130.00 SEAL COAT, 2 | | | 0024 405-05517 57.550 Mg | 280.00000 16114.00| 315.00000 18128.25| 300.00000 17265.00 ASPHALT FOR PRIME COAT | | | 0025 406-05520 83.000 Mg | 210.00000 17430.00| 194.25000 16122.75| 215.00000 17845.00 ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH| 1300.00000 5200.00| 1260.00000 5040.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-05071 1.000 EACH| 1900.00000 1900.00| 1884.75000 1884.75| 2050.00000 2050.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0028 601-94689 4.000 EACH| 2100.00000 8400.00| 2514.75000 10059.00| 2275.00000 9100.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 507.500 m | 34.00000 17255.00| 36.20000 18371.50| 35.00000 17762.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 610-07487 1750.000 Mg | 70.00000 122500.00| 50.40000 88200.00| 75.00000 131250.00 HMA FOR APPROACHES, TYPE B | | | 0031 615-06525 8.000 EACH| 310.00000 2480.00| 350.00000 2800.00| 525.00000 4200.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0032 616-02320 15926.000 m2 | 2.00000 31852.00| 1.80000 28666.80| 1.50000 23889.00 GEOTEXTILES | | | 0033 616-06405 1885.000 Mg | 28.00000 52780.00| 22.50000 42412.50| 47.50000 89537.50 RIPRAP, REVETMENT | | | 0034 616-06451 328.900 Mg | 29.00000 9538.10| 24.00000 7893.60| 47.50000 15622.75 RIPRAP, UNIFORM | | | 0035 621-01004 3.000 EACH| 700.00000 2100.00| 700.00000 2100.00| 1000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,183,699.97 ROUTE : SR 450 CALL ORDER : 150 CONTRACT ID : R -26128-A COUNTIES : LAWRENCE MARTIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1134435 |(3) 35-1418333 |CRIDER & CRIDER, INC. |FOERTSCH CONSTRUCTION |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06545 0.900 Mg | 775.00000 697.50| 500.00000 450.00| 880.00000 792.00 FERTILIZER | | | 0037 621-06553 190.000 kg | 7.50000 1425.00| 7.70000 1463.00| 9.30000 1767.00 SEED MIXTURE, R | | | 0038 621-06559 275.000 m2 | 3.25000 893.75| 2.50000 687.50| 0.56000 154.00 MULCHED SEEDING, R | | | 0039 621-06565 1.200 Mg | 475.00000 570.00| 500.00000 600.00| 675.00000 810.00 MULCHING MATERIAL | | | 0041 706-91957 19.500 m | 65.00000 1267.50| 95.55000 1863.23| 75.00000 1462.50 BRIDGE RAILING, THRIE BEAM | | | 0042 715-04855 2.000 EACH| 1000.00000 2000.00| 800.00000 1600.00| 1100.00000 2200.00 PIPE END SECTION, 1050 mm | | | 0043 715-05121 32.500 m | 320.00000 10400.00| 90.00000 2925.00| 400.00000 13000.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0044 715-05123 39.800 m | 335.00000 13333.00| 100.00000 3980.00| 250.00000 9950.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0045 715-05127 41.000 m | 350.00000 14350.00| 160.00000 6560.00| 300.00000 12300.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0046 715-05128 57.000 m | 380.00000 21660.00| 200.00000 11400.00| 255.00000 14535.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0047 715-06004 6.000 EACH| 1250.00000 7500.00| 1080.00000 6480.00| 1000.00000 6000.00 CONCRETE ANCHOR, 1200 mm | | | 0048 715-06337 12.000 m | 480.00000 5760.00| 300.00000 3600.00| 750.00000 9000.00 PIPE EXTENSION, CIRCULAR, 1200 mm | | | 0049 715-06872 32.100 m | 510.00000 16371.00| 677.25000 21739.73| 330.00000 10593.00 PIPE LINER, THERMOPLASTIC, 1050 mm | | | 0050 715-46005 2.000 EACH| 460.00000 920.00| 200.00000 400.00| 525.00000 1050.00 PIPE END SECTION, 375 mm | | | 0051 715-46010 9.000 EACH| 470.00000 4230.00| 225.00000 2025.00| 545.00000 4905.00 PIPE END SECTION, 450 mm | | | 0052 715-46020 3.000 EACH| 490.00000 1470.00| 275.00000 825.00| 595.00000 1785.00 PIPE END SECTION, 600 mm | | | 0053 720-44000 7.000 EACH| 350.00000 2450.00| 350.00000 2450.00| 525.00000 3675.00 CASTING, ADJUST TO GRADE | | | 0054 801-04308 2.000 EACH| 365.00000 730.00| 519.75000 1039.50| 680.00000 1360.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06203 4000.000 m | 1.40000 5600.00| 0.99000 3960.00| 0.75000 3000.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0056 801-06207 4000.000 m | 3.50000 14000.00| 3.41000 13640.00| 2.00000 8000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,183,699.97 ROUTE : SR 450 CALL ORDER : 150 CONTRACT ID : R -26128-A COUNTIES : LAWRENCE MARTIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1134435 |(3) 35-1418333 |CRIDER & CRIDER, INC. |FOERTSCH CONSTRUCTION |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 801-06605 4.000 EACH| 210.00000 840.00| 236.25000 945.00| 260.00000 1040.00 BARRICADE, IIIA | | | 0058 801-06625 22.000 EACH| 110.00000 2420.00| 99.75000 2194.50| 260.00000 5720.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 80.000 EACH| 105.00000 8400.00| 152.25000 12180.00| 290.00000 23200.00 CONSTRUCTION SIGN, A | | | 0060 801-06775 LUMP| 78000.00000 78000.00| 65000.00000 65000.00| 92300.00000 92300.00 MAINTAINING TRAFFIC | | | 0061 804-97955 12.000 EACH| 30.00000 360.00| 30.92000 371.04| 34.00000 408.00 DELINEATOR POST, FLEXIBLE, RESET | | | 0062 808-04298 2.000 EACH| 415.00000 830.00| 414.75000 829.50| 425.00000 850.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0063 808-06712 1998.000 m | 0.18000 359.64| 0.20000 399.60| 0.20000 399.60 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0064 808-06713 80299.000 m | 0.18000 14453.82| 0.20000 16059.80| 0.20000 16059.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06714 72177.000 m | 0.18000 12991.86| 0.20000 14435.40| 0.20000 14435.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0066 808-75215 37.100 m | 1.30000 48.23| 1.31000 48.60| 8.00000 296.80 LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0067 808-75245 110.000 m | 1.30000 143.00| 1.31000 144.10| 2.75000 302.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0068 808-75297 13.000 m | 21.00000 273.00| 20.32000 264.16| 16.00000 208.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0069 808-75996 3290.000 EACH| 3.20000 10528.00| 5.09000 16746.10| 4.00000 13160.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 3290.000 EACH| 18.00000 59220.00| 17.25000 56752.50| 21.00000 69090.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0072 615-06527 2.000 EACH| 75.00000 150.00| 414.75000 829.50| 450.00000 900.00 MONUMENT, SECTION CORNER | | | 0073 303-02051 6298.000 Mg | 12.25000 77150.50| 13.82000 87038.36| 14.00000 88172.00 STONE, 2 | | | SECTION TOTALS | $ 3,980,403.63| $ 4,002,101.02| $ 4,176,257.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,980,403.63| $ 4,002,101.02| $ 4,176,257.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,183,699.97 ROUTE : SR 450 CALL ORDER : 150 CONTRACT ID : R -26128-A COUNTIES : LAWRENCE MARTIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 EROSION AND LANDSLIDE CONTROL | | | 0001 105-06845 LUMP| 26000.00000 26000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1200.00000 12000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 225000.00000 225000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 19000.00000 19000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 344.900 m | 8.00000 2759.20| | GUARDRAIL, REMOVE | | | 0006 202-60820 3000.000 m2 | 3.75000 11250.00| | SURFACE MILLING, ASPHALT | | | 0007 202-93741 2.000 EACH| 100.00000 200.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02000 71303.000 m3 | 6.00000 427818.00| | EXCAVATION, COMMON | | | 0009 203-02010 1212.000 m3 | 49.00000 59388.00| | EXCAVATION, ROCK | | | 0010 203-91878 3300.000 m | 23.00000 75900.00| | LINEAR DITCH GRADING | | | 0011 203-93444 137520.000 Mg | 9.00000 1237680.00| | BACKFILL, ROCK | | | 0013 205-06932 75.000 m | 13.00000 975.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0015 211-07454 436.700 m3 | 39.00000 17031.30| | STRUCTURE BACKFILL | | | 0016 303-01180 643.400 Mg | 27.00000 17371.80| | COMPACTED AGGREGATE, 53 | | | 0017 303-07449 2170.000 Mg | 27.00000 58590.00| | COMPACTED AGGREGATE, NO. 73 | | | 0018 304-07490 350.000 Mg | 79.00000 27650.00| | HMA PATCHING, TYPE B | | | 0019 401-06264 LUMP| 3000.00000 3000.00| | PROFILOGRAPH, HMA | | | 0020 401-07321 25550.000 Mg | 42.00000 1073100.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0021 401-07406 192.000 Mg | 54.00000 10368.00| | QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0022 402-07451 6000.000 Mg | 49.00000 294000.00| | HMA, TYPE B, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 150 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,183,699.97 ROUTE : SR 450 CALL ORDER : 150 CONTRACT ID : R -26128-A COUNTIES : LAWRENCE MARTIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 404-05511 25704.000 m2 | 1.00000 25704.00| | SEAL COAT, 2 | | | 0024 405-05517 57.550 Mg | 300.00000 17265.00| | ASPHALT FOR PRIME COAT | | | 0025 406-05520 83.000 Mg | 100.00000 8300.00| | ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH| 1250.00000 5000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-05071 1.000 EACH| 1975.00000 1975.00| | GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0028 601-94689 4.000 EACH| 2300.00000 9200.00| | GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 507.500 m | 34.00000 17255.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 610-07487 1750.000 Mg | 78.00000 136500.00| | HMA FOR APPROACHES, TYPE B | | | 0031 615-06525 8.000 EACH| 300.00000 2400.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0032 616-02320 15926.000 m2 | 2.00000 31852.00| | GEOTEXTILES | | | 0033 616-06405 1885.000 Mg | 21.00000 39585.00| | RIPRAP, REVETMENT | | | 0034 616-06451 328.900 Mg | 21.00000 6906.90| | RIPRAP, UNIFORM | | | 0035 621-01004 3.000 EACH| 725.00000 2175.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 0.900 Mg | 900.00000 810.00| | FERTILIZER | | | 0037 621-06553 190.000 kg | 8.00000 1520.00| | SEED MIXTURE, R | | | 0038 621-06559 275.000 m2 | 4.00000 1100.00| | MULCHED SEEDING, R | | | 0039 621-06565 1.200 Mg | 1900.00000 2280.00| | MULCHING MATERIAL | | | 0041 706-91957 19.500 m | 69.00000 1345.50| | BRIDGE RAILING, THRIE BEAM | | | 0042 715-04855 2.000 EACH| 975.00000 1950.00| | PIPE END SECTION, 1050 mm | | | 0043 715-05121 32.500 m | 125.00000 4062.50| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 150 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,183,699.97 ROUTE : SR 450 CALL ORDER : 150 CONTRACT ID : R -26128-A COUNTIES : LAWRENCE MARTIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 715-05123 39.800 m | 138.00000 5492.40| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0045 715-05127 41.000 m | 192.00000 7872.00| | PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0046 715-05128 57.000 m | 195.00000 11115.00| | PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0047 715-06004 6.000 EACH| 1625.00000 9750.00| | CONCRETE ANCHOR, 1200 mm | | | 0048 715-06337 12.000 m | 335.00000 4020.00| | PIPE EXTENSION, CIRCULAR, 1200 mm | | | 0049 715-06872 32.100 m | 320.00000 10272.00| | PIPE LINER, THERMOPLASTIC, 1050 mm | | | 0050 715-46005 2.000 EACH| 345.00000 690.00| | PIPE END SECTION, 375 mm | | | 0051 715-46010 9.000 EACH| 375.00000 3375.00| | PIPE END SECTION, 450 mm | | | 0052 715-46020 3.000 EACH| 410.00000 1230.00| | PIPE END SECTION, 600 mm | | | 0053 720-44000 7.000 EACH| 395.00000 2765.00| | CASTING, ADJUST TO GRADE | | | 0054 801-04308 2.000 EACH| 275.00000 550.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06203 4000.000 m | 1.50000 6000.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0056 801-06207 4000.000 m | 3.75000 15000.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0057 801-06605 4.000 EACH| 225.00000 900.00| | BARRICADE, IIIA | | | 0058 801-06625 22.000 EACH| 115.00000 2530.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 80.000 EACH| 118.00000 9440.00| | CONSTRUCTION SIGN, A | | | 0060 801-06775 LUMP| 77000.00000 77000.00| | MAINTAINING TRAFFIC | | | 0061 804-97955 12.000 EACH| 20.00000 240.00| | DELINEATOR POST, FLEXIBLE, RESET | | | 0062 808-04298 2.000 EACH| 500.00000 1000.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0063 808-06712 1998.000 m | 0.20000 399.60| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 150 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,183,699.97 ROUTE : SR 450 CALL ORDER : 150 CONTRACT ID : R -26128-A COUNTIES : LAWRENCE MARTIN LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 808-06713 80299.000 m | 0.20000 16059.80| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06714 72177.000 m | 0.20000 14435.40| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0066 808-75215 37.100 m | 10.00000 371.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0067 808-75245 110.000 m | 4.00000 440.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0068 808-75297 13.000 m | 20.00000 260.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0069 808-75996 3290.000 EACH| 5.50000 18095.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 3290.000 EACH| 19.00000 62510.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0072 615-06527 2.000 EACH| 435.00000 870.00| | MONUMENT, SECTION CORNER | | | 0073 303-02051 6298.000 Mg | 12.00000 75576.00| | STONE, 2 | | | SECTION TOTALS | $ 4,274,525.40| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,274,525.40| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 953,687.74 ROUTE : SMITH VALLEY ROAD CALL ORDER : 160 CONTRACT ID : R -26432-A COUNTIES : JOHNSON LETTING DATE : 11/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B868005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1912582 EDSAM CONSTRUCTION, INC. $ 842,383.24 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 846,742.81 100.5175% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 899,915.61 106.8297% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 904,800.00 107.4095% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 927,850.85 110.1459% 6 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 930,000.00 110.4010% 7 35-1673827 HENDERSON, H.E., INC. $ 982,665.25 116.6529% 8 35-1139301 E & B PAVING, INC. $ 991,210.86 117.6674% 9 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,157,690.00 137.4303% ==================================================================================================================================== |(1) 35-1912582 |(2) 35-1609544 |(3) 35-0999231 |EDSAM CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06845 LUMP| 29700.00000 29700.00| 33709.53000 33709.53| 24512.00000 24512.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1650.00000 16500.00| 1355.85000 13558.50| 1200.00000 12000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 37000.00000 37000.00| 42337.14000 42337.14| 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 21168.57000 21168.57| 22500.00000 22500.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 102.000 m | 20.90000 2131.80| 8.64000 881.28| 19.78000 2017.56 GUARDRAIL, REMOVE | | | 0006 202-02279 163.000 m | 22.00000 3586.00| 6.74000 1098.62| 10.50000 1711.50 CURB AND GUTTER, REMOVE | | | 0007 202-60820 1169.000 m2 | 5.50000 6429.50| 5.40000 6312.60| 7.00000 8183.00 SURFACE MILLING, ASPHALT | | | 0008 202-74045 9.000 EACH| 30.80000 277.20| 64.80000 583.20| 30.10000 270.90 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-96133 75.500 m | 44.00000 3322.00| 8.43000 636.47| 16.50000 1245.75 PIPE, REMOVE | | | 0010 203-02000 2017.000 m3 | 20.00000 40340.00| 27.12000 54701.04| 34.00000 68578.00 EXCAVATION, COMMON | | | 0011 203-02070 1322.000 m3 | 8.80000 11633.60| 0.02000 26.44| 5.80000 7667.60 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 953,687.74 ROUTE : SMITH VALLEY ROAD CALL ORDER : 160 CONTRACT ID : R -26432-A COUNTIES : JOHNSON LETTING DATE : 11/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-1609544 |(3) 35-0999231 |EDSAM CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-06932 32.800 m | 33.00000 1082.40| 29.70000 974.16| 34.40000 1128.32 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06933 13.000 EACH| 60.50000 786.50| 59.40000 772.20| 59.13000 768.69 TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06937 680.000 m | 5.50000 3740.00| 5.08000 3454.40| 5.11000 3474.80 TEMPORARY SILT FENCE | | | 0015 207-07498 4766.000 m2 | 12.00000 57192.00| 14.49000 69059.34| 15.91000 75827.06 SUBGRADE TREATMENT, TYPE A | | | 0016 211-07454 163.000 m3 | 30.00000 4890.00| 22.98000 3745.74| 39.18000 6386.34 STRUCTURE BACKFILL | | | 0017 301-07448 2114.000 Mg | 17.00000 35938.00| 19.36000 40927.04| 17.53000 37058.42 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-04853 265.000 Mg | 17.00000 4505.00| 15.48000 4102.20| 24.30000 6439.50 COMPACTED AGGREGATE | | | 0019 401-07333 954.000 Mg | 52.50000 50085.00| 50.76000 48425.04| 50.53000 48205.62 QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0020 401-07402 1590.000 Mg | 38.85000 61771.50| 39.42000 62677.80| 39.24000 62391.60 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0021 401-07417 2041.000 Mg | 45.15000 92151.15| 44.28000 90375.48| 44.08000 89967.28 QC/QA-HMA, 2, 76, BASE, 25.0 mm | | | 0022 402-05495 315.000 Mg | 48.40000 15246.00| 47.52000 14968.80| 50.00000 15750.00 HMA WEDGE AND LEVEL | | | 0023 404-05511 1464.000 m2 | 3.08000 4509.12| 2.97000 4348.08| 2.96000 4333.44 SEAL COAT, 2 | | | 0024 405-05518 1464.000 m2 | 1.10000 1610.40| 1.08000 1581.12| 1.08000 1581.12 ASPHALT FOR PRIME COAT | | | 0025 406-05520 8.000 Mg | 467.50000 3740.00| 459.00000 3672.00| 456.91000 3655.28 ASPHALT FOR TACK COAT | | | 0026 605-06140 760.000 m | 55.00000 41800.00| 42.51000 32307.60| 55.07000 41853.20 CURB AND GUTTER, CONCRETE | | | 0027 605-97937 56.000 m | 60.00000 3360.00| 64.40000 3606.40| 68.29000 3824.24 CURB AND GUTTER, CONCRETE, ROLL | | | 0028 610-07486 348.000 Mg | 88.00000 30624.00| 86.40000 30067.20| 86.01000 29931.48 HMA FOR APPROACHES, TYPE A | | | 0029 611-05330 1288.000 m2 | 44.00000 56672.00| 33.90000 43663.20| 42.23000 54392.24 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 611-95023 20.000 EACH| 165.00000 3300.00| 132.84000 2656.80| 125.04000 2500.80 MAILBOX ASSEMBLY, RESET | | | 0031 615-06505 6.000 EACH| 550.00000 3300.00| 491.40000 2948.40| 537.54000 3225.24 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 953,687.74 ROUTE : SMITH VALLEY ROAD CALL ORDER : 160 CONTRACT ID : R -26432-A COUNTIES : JOHNSON LETTING DATE : 11/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-1609544 |(3) 35-0999231 |EDSAM CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 616-02320 468.000 m2 | 2.75000 1287.00| 2.66000 1244.88| 3.83000 1792.44 GEOTEXTILES | | | 0033 616-06405 116.000 Mg | 22.00000 2552.00| 41.04000 4760.64| 33.55000 3891.80 RIPRAP, REVETMENT | | | 0034 616-06451 122.000 Mg | 22.00000 2684.00| 48.04000 5860.88| 32.22000 3930.84 RIPRAP, UNIFORM | | | 0035 621-01004 1.000 EACH| 220.00000 220.00| 216.00000 216.00| 75.26000 75.26 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06560 1445.000 m2 | 1.10000 1589.50| 0.86000 1242.70| 1.00000 1445.00 MULCHED SEEDING, U | | | 0037 621-06567 129.000 kL | 0.66000 85.14| 0.59000 76.11| 3.17000 408.93 WATER | | | 0038 621-06575 7163.000 m2 | 3.52000 25213.76| 3.40000 24354.20| 3.12000 22348.56 SODDING, NURSERY | | | 0039 715-03025 3.000 EACH| 3300.00000 9900.00| 2765.65000 8296.95| 2140.61000 6421.83 SANITARY MANHOLE | | | 0040 715-05149 288.200 m | 82.50000 23776.50| 76.84000 22145.29| 95.93000 27647.03 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0041 715-05151 15.000 m | 88.00000 1320.00| 85.79000 1286.85| 127.68000 1915.20 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0042 715-05152 15.000 m | 77.00000 1155.00| 64.63000 969.45| 112.04000 1680.60 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0043 715-05177 23.500 m | 209.00000 4911.50| 156.86000 3686.21| 111.68000 2624.48 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0044 715-05237 48.000 m | 324.50000 15576.00| 273.44000 13125.12| 326.52000 15672.96 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0045 715-05408 372.000 m | 75.00000 27900.00| 124.58000 46343.76| 117.11000 43564.92 PIPE, SANITARY SEWER, 200 mm | | | 0046 715-05891 4.700 m | 352.00000 1654.40| 252.80000 1188.16| 291.20000 1368.64 PIPE EXTENSION, DEFORMED , MIN. AREA | | | 1.08 m2 | | | 0047 715-06398 4.000 EACH| 1100.00000 4400.00| 807.62000 3230.48| 516.98000 2067.92 CONCRETE ANCHOR, MIN. AREA 0.59 m2 | | | 0048 715-07090 1.000 EACH| 1650.00000 1650.00| 966.12000 966.12| 594.12000 594.12 CONCRETE ANCHOR, MIN. AREA 1.08 m2 | | | 0049 715-46000 3.000 EACH| 250.00000 750.00| 219.69000 659.07| 241.77000 725.31 PIPE END SECTION, 300 mm | | | 0050 715-46040 4.000 EACH| 715.00000 2860.00| 667.26000 2669.04| 653.26000 2613.04 PIPE END SECTION, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 953,687.74 ROUTE : SMITH VALLEY ROAD CALL ORDER : 160 CONTRACT ID : R -26432-A COUNTIES : JOHNSON LETTING DATE : 11/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-1609544 |(3) 35-0999231 |EDSAM CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 720-01894 2.000 EACH| 440.00000 880.00| 597.06000 1194.12| 508.88000 1017.76 CASTING, FURNISH AND ADJUST TO GRADE | | | 0052 720-44000 2.000 EACH| 500.00000 1000.00| 269.47000 538.94| 267.38000 534.76 CASTING, ADJUST TO GRADE | | | 0053 720-45030 3.000 EACH| 1100.00000 3300.00| 938.28000 2814.84| 968.74000 2906.22 INLET, E7 | | | 0054 720-45035 7.000 EACH| 1210.00000 8470.00| 1172.58000 8208.06| 968.74000 6781.18 INLET, F7 | | | 0055 720-45045 4.000 EACH| 1320.00000 5280.00| 1009.01000 4036.04| 1179.81000 4719.24 INLET, J10 | | | 0056 720-45055 1.000 EACH| 1430.00000 1430.00| 1111.81000 1111.81| 1179.81000 1179.81 INLET, M10 | | | 0057 720-45410 1.000 EACH| 1540.00000 1540.00| 1252.56000 1252.56| 1225.12000 1225.12 MANHOLE, C4 | | | 0058 720-91051 2.000 EACH| 1100.00000 2200.00| 736.32000 1472.64| 844.20000 1688.40 INLET, A | | | 0059 801-04308 5.000 EACH| 275.00000 1375.00| 172.80000 864.00| 172.01000 860.05 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06606 8.000 EACH| 132.00000 1056.00| 86.40000 691.20| 86.01000 688.08 BARRICADE, IIIB | | | 0061 801-06625 20.000 EACH| 99.00000 1980.00| 97.20000 1944.00| 96.76000 1935.20 DETOUR ROUTE MARKER ASSEMBLY | | | 0062 801-06640 11.000 EACH| 143.00000 1573.00| 75.60000 831.60| 75.26000 827.86 CONSTRUCTION SIGN, A | | | 0063 801-06645 2.000 EACH| 33.00000 66.00| 32.40000 64.80| 32.25000 64.50 CONSTRUCTION SIGN, B | | | 0064 801-06775 LUMP| 26400.00000 26400.00| 31631.58000 31631.58| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0065 802-05701 19.000 m | 36.30000 689.70| 45.36000 861.84| 34.94000 663.86 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0066 802-76025 2.735 m2 | 242.00000 661.87| 194.40000 531.68| 236.52000 646.88 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0067 808-06703 1239.000 m | 1.10000 1362.90| 0.96000 1189.44| 0.96000 1189.44 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0068 808-75245 1952.000 m | 1.10000 2147.20| 0.96000 1873.92| 0.96000 1873.92 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0069 808-75297 64.000 m | 11.00000 704.00| 10.26000 656.64| 10.21000 653.44 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 953,687.74 ROUTE : SMITH VALLEY ROAD CALL ORDER : 160 CONTRACT ID : R -26432-A COUNTIES : JOHNSON LETTING DATE : 11/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1912582 |(2) 35-1609544 |(3) 35-0999231 |EDSAM CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 808-75320 3.000 EACH| 55.00000 165.00| 54.00000 162.00| 53.75000 161.25 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0071 808-75325 3.000 EACH| 68.20000 204.60| 66.96000 200.88| 66.66000 199.98 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0072 808-75340 2.000 EACH| 385.00000 770.00| 378.00000 756.00| 376.28000 752.56 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0073 808-75998 88.000 EACH| 27.50000 2420.00| 24.84000 2185.92| 24.73000 2176.24 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 842,383.24| $ 846,742.81| $ 899,915.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 842,383.24| $ 846,742.81| $ 899,915.61 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 953,687.74 ROUTE : SMITH VALLEY ROAD CALL ORDER : 160 CONTRACT ID : R -26432-A COUNTIES : JOHNSON LETTING DATE : 11/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 |(6) 35-1136349 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, 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| 17300.44000 17300.44| 21000.00000 21000.00| 21527.71000 21527.71 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 3043.24000 30432.40| 2500.00000 25000.00| 1867.87000 18678.70 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 40636.00000 40636.00| 60200.00000 60200.00| 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9175.45000 9175.45| 23500.00000 23500.00| 22000.00000 22000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 102.000 m | 8.16000 832.32| 21.00000 2142.00| 8.95000 912.90 GUARDRAIL, REMOVE | | | 0006 202-02279 163.000 m | 11.65000 1898.95| 18.00000 2934.00| 12.99000 2117.37 CURB AND GUTTER, REMOVE | | | 0007 202-60820 1169.000 m2 | 6.34000 7411.46| 5.00000 5845.00| 5.59000 6534.71 SURFACE MILLING, ASPHALT | | | 0008 202-74045 9.000 EACH| 61.22000 550.98| 31.00000 279.00| 67.10000 603.90 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-96133 75.500 m | 47.28000 3569.64| 22.00000 1661.00| 24.14000 1822.57 PIPE, REMOVE | | | 0010 203-02000 2017.000 m3 | 33.55000 67670.35| 36.00000 72612.00| 46.74000 94274.58 EXCAVATION, COMMON | | | 0011 203-02070 1322.000 m3 | 12.81000 16934.82| 20.00000 26440.00| 21.17000 27986.74 BORROW | | | 0012 205-06932 32.800 m | 28.06000 920.37| 36.00000 1180.80| 30.75000 1008.60 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06933 13.000 EACH| 56.12000 729.56| 62.00000 806.00| 61.51000 799.63 TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06937 680.000 m | 4.80000 3264.00| 5.30000 3604.00| 5.26000 3576.80 TEMPORARY SILT FENCE | | | 0015 207-07498 4766.000 m2 | 9.72000 46325.52| 6.50000 30979.00| 7.53000 35887.98 SUBGRADE TREATMENT, TYPE A | | | 0016 211-07454 163.000 m3 | 75.00000 12225.00| 20.00000 3260.00| 23.27000 3793.01 STRUCTURE BACKFILL | | | 0017 301-07448 2114.000 Mg | 21.73000 45937.22| 18.00000 38052.00| 23.51000 49700.14 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-04853 265.000 Mg | 10.77000 2854.05| 28.00000 7420.00| 23.70000 6280.50 COMPACTED AGGREGATE | | | 0019 401-07333 954.000 Mg | 52.00000 49608.00| 59.00000 56286.00| 52.56000 50142.24 QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0020 401-07402 1590.000 Mg | 38.00000 60420.00| 46.00000 73140.00| 40.82000 64903.80 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 953,687.74 ROUTE : SMITH VALLEY ROAD CALL ORDER : 160 CONTRACT ID : R -26432-A COUNTIES : JOHNSON LETTING DATE : 11/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 |(6) 35-1136349 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07417 2041.000 Mg | 48.00000 97968.00| 51.00000 104091.00| 45.85000 93579.85 QC/QA-HMA, 2, 76, BASE, 25.0 mm | | | 0022 402-05495 315.000 Mg | 60.00000 18900.00| 52.00000 16380.00| 49.21000 15501.15 HMA WEDGE AND LEVEL | | | 0023 404-05511 1464.000 m2 | 3.00000 4392.00| 3.70000 5416.80| 3.08000 4509.12 SEAL COAT, 2 | | | 0024 405-05518 1464.000 m2 | 2.00000 2928.00| 0.85000 1244.40| 1.12000 1639.68 ASPHALT FOR PRIME COAT | | | 0025 406-05520 8.000 Mg | 220.00000 1760.00| 200.00000 1600.00| 475.29000 3802.32 ASPHALT FOR TACK COAT | | | 0026 605-06140 760.000 m | 46.11000 35043.60| 59.00000 44840.00| 49.65000 37734.00 CURB AND GUTTER, CONCRETE | | | 0027 605-97937 56.000 m | 81.53000 4565.68| 75.00000 4200.00| 100.15000 5608.40 CURB AND GUTTER, CONCRETE, ROLL | | | 0028 610-07486 348.000 Mg | 62.00000 21576.00| 84.00000 29232.00| 89.47000 31135.56 HMA FOR APPROACHES, TYPE A | | | 0029 611-05330 1288.000 m2 | 53.92000 69448.96| 40.50000 52164.00| 42.65000 54933.20 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 611-95023 20.000 EACH| 125.51000 2510.20| 170.00000 3400.00| 137.55000 2751.00 MAILBOX ASSEMBLY, RESET | | | 0031 615-06505 6.000 EACH| 464.28000 2785.68| 560.00000 3360.00| 508.84000 3053.04 MONUMENT, B | | | 0032 616-02320 468.000 m2 | 4.18000 1956.24| 3.00000 1404.00| 2.56000 1198.08 GEOTEXTILES | | | 0033 616-06405 116.000 Mg | 30.23000 3506.68| 38.00000 4408.00| 47.08000 5461.28 RIPRAP, REVETMENT | | | 0034 616-06451 122.000 Mg | 29.36000 3581.92| 38.00000 4636.00| 58.84000 7178.48 RIPRAP, UNIFORM | | | 0035 621-01004 1.000 EACH| 204.08000 204.08| 79.00000 79.00| 223.66000 223.66 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06560 1445.000 m2 | 0.82000 1184.90| 0.70000 1011.50| 2.08000 3005.60 MULCHED SEEDING, U | | | 0037 621-06567 129.000 kL | 0.56000 72.24| 3.30000 425.70| 0.62000 79.98 WATER | | | 0038 621-06575 7163.000 m2 | 3.21000 22993.23| 3.30000 23637.90| 4.54000 32520.02 SODDING, NURSERY | | | 0039 715-03025 3.000 EACH| 2644.40000 7933.20| 2800.00000 8400.00| 3405.66000 10216.98 SANITARY MANHOLE | | | 0040 715-05149 288.200 m | 71.77000 20684.11| 75.00000 21615.00| 71.00000 20462.20 PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 953,687.74 ROUTE : SMITH VALLEY ROAD CALL ORDER : 160 CONTRACT ID : R -26432-A COUNTIES : JOHNSON LETTING DATE : 11/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 |(6) 35-1136349 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 715-05151 15.000 m | 180.26000 2703.90| 79.00000 1185.00| 112.85000 1692.75 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0042 715-05152 15.000 m | 180.44000 2706.60| 100.00000 1500.00| 84.22000 1263.30 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0043 715-05177 23.500 m | 233.16000 5479.26| 180.00000 4230.00| 208.36000 4896.46 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0044 715-05237 48.000 m | 306.70000 14721.60| 360.00000 17280.00| 346.10000 16612.80 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0045 715-05408 372.000 m | 128.82000 47921.04| 130.00000 48360.00| 121.77000 45298.44 PIPE, SANITARY SEWER, 200 mm | | | 0046 715-05891 4.700 m | 460.32000 2163.50| 550.00000 2585.00| 411.07000 1932.03 PIPE EXTENSION, DEFORMED , MIN. AREA | | | 1.08 m2 | | | 0047 715-06398 4.000 EACH| 2908.55000 11634.20| 1300.00000 5200.00| 442.30000 1769.20 CONCRETE ANCHOR, MIN. AREA 0.59 m2 | | | 0048 715-07090 1.000 EACH| 3194.42000 3194.42| 1700.00000 1700.00| 676.36000 676.36 CONCRETE ANCHOR, MIN. AREA 1.08 m2 | | | 0049 715-46000 3.000 EACH| 207.90000 623.70| 240.00000 720.00| 252.29000 756.87 PIPE END SECTION, 300 mm | | | 0050 715-46040 4.000 EACH| 770.81000 3083.24| 800.00000 3200.00| 598.53000 2394.12 PIPE END SECTION, 900 mm | | | 0051 720-01894 2.000 EACH| 711.71000 1423.42| 820.00000 1640.00| 518.68000 1037.36 CASTING, FURNISH AND ADJUST TO GRADE | | | 0052 720-44000 2.000 EACH| 366.83000 733.66| 490.00000 980.00| 311.79000 623.58 CASTING, ADJUST TO GRADE | | | 0053 720-45030 3.000 EACH| 1156.54000 3469.62| 1400.00000 4200.00| 930.77000 2792.31 INLET, E7 | | | 0054 720-45035 7.000 EACH| 1156.54000 8095.78| 1400.00000 9800.00| 991.22000 6938.54 INLET, F7 | | | 0055 720-45045 4.000 EACH| 1372.67000 5490.68| 1400.00000 5600.00| 1317.78000 5271.12 INLET, J10 | | | 0056 720-45055 1.000 EACH| 1372.68000 1372.68| 1500.00000 1500.00| 1339.28000 1339.28 INLET, M10 | | | 0057 720-45410 1.000 EACH| 2252.65000 2252.65| 2200.00000 2200.00| 1504.01000 1504.01 MANHOLE, C4 | | | 0058 720-91051 2.000 EACH| 1006.07000 2012.14| 1400.00000 2800.00| 737.35000 1474.70 INLET, A | | | 0059 801-04308 5.000 EACH| 163.26000 816.30| 180.00000 900.00| 178.93000 894.65 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06606 8.000 EACH| 81.63000 653.04| 90.00000 720.00| 89.47000 715.76 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 953,687.74 ROUTE : SMITH VALLEY ROAD CALL ORDER : 160 CONTRACT ID : R -26432-A COUNTIES : JOHNSON LETTING DATE : 11/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-0918397 |(6) 35-1136349 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06625 20.000 EACH| 91.84000 1836.80| 100.00000 2000.00| 100.65000 2013.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0062 801-06640 11.000 EACH| 71.43000 785.73| 79.00000 869.00| 78.28000 861.08 CONSTRUCTION SIGN, A | | | 0063 801-06645 2.000 EACH| 30.61000 61.22| 34.00000 68.00| 33.55000 67.10 CONSTRUCTION SIGN, B | | | 0064 801-06775 LUMP| 30911.37000 30911.37| 12000.00000 12000.00| 26325.98000 26325.98 MAINTAINING TRAFFIC | | | 0065 802-05701 19.000 m | 42.86000 814.34| 37.00000 703.00| 46.97000 892.43 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0066 802-76025 2.735 m2 | 183.33000 501.41| 250.00000 683.75| 201.30000 550.56 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0067 808-06703 1239.000 m | 0.91000 1127.49| 1.00000 1239.00| 0.99000 1226.61 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0068 808-75245 1952.000 m | 0.91000 1776.32| 1.00000 1952.00| 0.99000 1932.48 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0069 808-75297 64.000 m | 9.69000 620.16| 11.00000 704.00| 10.62000 679.68 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0070 808-75320 3.000 EACH| 51.02000 153.06| 56.00000 168.00| 55.92000 167.76 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0071 808-75325 3.000 EACH| 63.26000 189.78| 70.00000 210.00| 69.34000 208.02 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0072 808-75340 2.000 EACH| 357.14000 714.28| 390.00000 780.00| 391.41000 782.82 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0073 808-75998 88.000 EACH| 23.47000 2065.36| 26.00000 2288.00| 25.72000 2263.36 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 904,800.00| $ 927,850.85| $ 930,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 904,800.00| $ 927,850.85| $ 930,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 160 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 953,687.74 ROUTE : SMITH VALLEY ROAD CALL ORDER : 160 CONTRACT ID : R -26432-A COUNTIES : JOHNSON LETTING DATE : 11/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 |(8) 35-1139301 |(9) 35-1151771 |HENDERSON, H.E., INC. |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. I 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| 29590.30000 29590.30| 19000.00000 19000.00| 20100.00000 20100.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1731.63000 17316.30| 2350.00000 23500.00| 2400.00000 24000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 102167.75000 102167.75| 49500.00000 49500.00| 57000.00000 57000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 40409.25000 40409.25| 60430.00000 60430.00| 29000.00000 29000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 102.000 m | 4.25000 433.50| 8.00000 816.00| 12.00000 1224.00 GUARDRAIL, REMOVE | | | 0006 202-02279 163.000 m | 19.34000 3152.42| 9.82000 1600.66| 24.00000 3912.00 CURB AND GUTTER, REMOVE | | | 0007 202-60820 1169.000 m2 | 5.25000 6137.25| 8.30000 9702.70| 6.00000 7014.00 SURFACE MILLING, ASPHALT | | | 0008 202-74045 9.000 EACH| 17.93000 161.37| 60.00000 540.00| 15.00000 135.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-96133 75.500 m | 46.66000 3522.83| 63.33000 4781.42| 58.00000 4379.00 PIPE, REMOVE | | | 0010 203-02000 2017.000 m3 | 13.82000 27874.94| 31.77000 64080.09| 33.80000 68174.60 EXCAVATION, COMMON | | | 0011 203-02070 1322.000 m3 | 18.30000 24192.60| 0.01000 13.22| 24.90000 32917.80 BORROW | | | 0012 205-06932 32.800 m | 28.88000 947.26| 32.00000 1049.60| 33.80000 1108.64 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06933 13.000 EACH| 57.75000 750.75| 55.00000 715.00| 58.05000 754.65 TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06937 680.000 m | 4.94000 3359.20| 4.75000 3230.00| 5.00000 3400.00 TEMPORARY SILT FENCE | | | 0015 207-07498 4766.000 m2 | 9.31000 44371.46| 22.54000 107425.64| 21.65000 103183.90 SUBGRADE TREATMENT, TYPE A | | | 0016 211-07454 163.000 m3 | 49.14000 8009.82| 31.84000 5189.92| 37.95000 6185.85 STRUCTURE BACKFILL | | | 0017 301-07448 2114.000 Mg | 20.12000 42533.68| 18.57000 39256.98| 17.70000 37417.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-04853 265.000 Mg | 23.76000 6296.40| 27.98000 7414.70| 40.30000 10679.50 COMPACTED AGGREGATE | | | 0019 401-07333 954.000 Mg | 49.35000 47079.90| 52.00000 49608.00| 60.00000 57240.00 QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0020 401-07402 1590.000 Mg | 38.83000 61739.70| 38.00000 60420.00| 47.00000 74730.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 160 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 953,687.74 ROUTE : SMITH VALLEY ROAD CALL ORDER : 160 CONTRACT ID : R -26432-A COUNTIES : JOHNSON LETTING DATE : 11/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 |(8) 35-1139301 |(9) 35-1151771 |HENDERSON, H.E., INC. |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07417 2041.000 Mg | 43.44000 88661.04| 41.00000 83681.00| 54.00000 110214.00 QC/QA-HMA, 2, 76, BASE, 25.0 mm | | | 0022 402-05495 315.000 Mg | 46.20000 14553.00| 50.00000 15750.00| 59.00000 18585.00 HMA WEDGE AND LEVEL | | | 0023 404-05511 1464.000 m2 | 2.89000 4230.96| 4.50000 6588.00| 4.35000 6368.40 SEAL COAT, 2 | | | 0024 405-05518 1464.000 m2 | 1.05000 1537.20| 1.50000 2196.00| 0.68000 995.52 ASPHALT FOR PRIME COAT | | | 0025 406-05520 8.000 Mg | 446.25000 3570.00| 190.00000 1520.00| 220.00000 1760.00 ASPHALT FOR TACK COAT | | | 0026 605-06140 760.000 m | 61.95000 47082.00| 48.50000 36860.00| 63.95000 48602.00 CURB AND GUTTER, CONCRETE | | | 0027 605-97937 56.000 m | 78.75000 4410.00| 150.50000 8428.00| 78.15000 4376.40 CURB AND GUTTER, CONCRETE, ROLL | | | 0028 610-07486 348.000 Mg | 93.39000 32499.72| 82.00000 28536.00| 85.00000 29580.00 HMA FOR APPROACHES, TYPE A | | | 0029 611-05330 1288.000 m2 | 45.05000 58024.40| 30.00000 38640.00| 52.80000 68006.40 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0030 611-95023 20.000 EACH| 178.50000 3570.00| 123.00000 2460.00| 233.15000 4663.00 MAILBOX ASSEMBLY, RESET | | | 0031 615-06505 6.000 EACH| 446.25000 2677.50| 455.00000 2730.00| 580.00000 3480.00 MONUMENT, B | | | 0032 616-02320 468.000 m2 | 2.75000 1287.00| 5.29000 2475.72| 2.90000 1357.20 GEOTEXTILES | | | 0033 616-06405 116.000 Mg | 27.94000 3241.04| 29.36000 3405.76| 41.05000 4761.80 RIPRAP, REVETMENT | | | 0034 616-06451 122.000 Mg | 33.34000 4067.48| 29.74000 3628.28| 39.80000 4855.60 RIPRAP, UNIFORM | | | 0035 621-01004 1.000 EACH| 210.00000 210.00| 70.00000 70.00| 73.90000 73.90 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06560 1445.000 m2 | 0.84000 1213.80| 0.62000 895.90| 0.65000 939.25 MULCHED SEEDING, U | | | 0037 621-06567 129.000 kL | 0.58000 74.82| 2.95000 380.55| 3.10000 399.90 WATER | | | 0038 621-06575 7163.000 m2 | 3.75000 26861.25| 2.90000 20772.70| 5.10000 36531.30 SODDING, NURSERY | | | 0039 715-03025 3.000 EACH| 2619.75000 7859.25| 3392.00000 10176.00| 3484.10000 10452.30 SANITARY MANHOLE | | | 0040 715-05149 288.200 m | 65.83000 18972.21| 97.77000 28177.31| 88.05000 25376.01 PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 160 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 953,687.74 ROUTE : SMITH VALLEY ROAD CALL ORDER : 160 CONTRACT ID : R -26432-A COUNTIES : JOHNSON LETTING DATE : 11/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 |(8) 35-1139301 |(9) 35-1151771 |HENDERSON, H.E., INC. |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 715-05151 15.000 m | 88.02000 1320.30| 178.93000 2683.95| 186.95000 2804.25 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0042 715-05152 15.000 m | 117.85000 1767.75| 182.49000 2737.35| 191.30000 2869.50 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0043 715-05177 23.500 m | 159.51000 3748.49| 219.87000 5166.95| 218.30000 5130.05 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0044 715-05237 48.000 m | 292.47000 14038.56| 601.57000 28875.36| 415.25000 19932.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.59 | | | m2 | | | 0045 715-05408 372.000 m | 224.01000 83331.72| 170.26000 63336.72| 189.80000 70605.60 PIPE, SANITARY SEWER, 200 mm | | | 0046 715-05891 4.700 m | 202.99000 954.05| 574.30000 2699.21| 421.80000 1982.46 PIPE EXTENSION, DEFORMED , MIN. AREA | | | 1.08 m2 | | | 0047 715-06398 4.000 EACH| 847.35000 3389.40| 415.55000 1662.20| 1011.60000 4046.40 CONCRETE ANCHOR, MIN. AREA 0.59 m2 | | | 0048 715-07090 1.000 EACH| 873.60000 873.60| 1150.34000 1150.34| 1872.45000 1872.45 CONCRETE ANCHOR, MIN. AREA 1.08 m2 | | | 0049 715-46000 3.000 EACH| 129.66000 388.98| 673.00000 2019.00| 851.25000 2553.75 PIPE END SECTION, 300 mm | | | 0050 715-46040 4.000 EACH| 647.73000 2590.92| 1462.00000 5848.00| 1289.55000 5158.20 PIPE END SECTION, 900 mm | | | 0051 720-01894 2.000 EACH| 463.70000 927.40| 937.50000 1875.00| 649.65000 1299.30 CASTING, FURNISH AND ADJUST TO GRADE | | | 0052 720-44000 2.000 EACH| 253.58000 507.16| 584.36000 1168.72| 404.85000 809.70 CASTING, ADJUST TO GRADE | | | 0053 720-45030 3.000 EACH| 843.38000 2530.14| 1747.38000 5242.14| 1237.95000 3713.85 INLET, E7 | | | 0054 720-45035 7.000 EACH| 843.38000 5903.66| 1756.98000 12298.86| 1237.95000 8665.65 INLET, F7 | | | 0055 720-45045 4.000 EACH| 1132.13000 4528.52| 2037.42000 8149.68| 1474.60000 5898.40 INLET, J10 | | | 0056 720-45055 1.000 EACH| 1248.90000 1248.90| 2058.68000 2058.68| 1474.60000 1474.60 INLET, M10 | | | 0057 720-45410 1.000 EACH| 1460.50000 1460.50| 3069.84000 3069.84| 1530.30000 1530.30 MANHOLE, C4 | | | 0058 720-91051 2.000 EACH| 920.05000 1840.10| 1827.71000 3655.42| 1058.00000 2116.00 INLET, A | | | 0059 801-04308 5.000 EACH| 168.00000 840.00| 160.00000 800.00| 168.90000 844.50 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06606 8.000 EACH| 84.00000 672.00| 80.00000 640.00| 84.45000 675.60 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 160 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 953,687.74 ROUTE : SMITH VALLEY ROAD CALL ORDER : 160 CONTRACT ID : R -26432-A COUNTIES : JOHNSON LETTING DATE : 11/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 |(8) 35-1139301 |(9) 35-1151771 |HENDERSON, H.E., INC. |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06625 20.000 EACH| 94.50000 1890.00| 90.00000 1800.00| 95.00000 1900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0062 801-06640 11.000 EACH| 73.50000 808.50| 70.00000 770.00| 73.90000 812.90 CONSTRUCTION SIGN, A | | | 0063 801-06645 2.000 EACH| 31.50000 63.00| 30.00000 60.00| 31.70000 63.40 CONSTRUCTION SIGN, B | | | 0064 801-06775 LUMP| 44734.75000 44734.75| 20000.00000 20000.00| 79070.00000 79070.00 MAINTAINING TRAFFIC | | | 0065 802-05701 19.000 m | 22.22000 422.18| 42.00000 798.00| 29.55000 561.45 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0066 802-76025 2.735 m2 | 152.09000 415.97| 180.00000 492.30| 179.15000 489.98 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0067 808-06703 1239.000 m | 0.93000 1152.27| 0.89000 1102.71| 0.94000 1164.66 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0068 808-75245 1952.000 m | 0.93000 1815.36| 0.89000 1737.28| 0.94000 1834.88 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0069 808-75297 64.000 m | 9.98000 638.72| 9.50000 608.00| 10.05000 643.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0070 808-75320 3.000 EACH| 52.50000 157.50| 50.00000 150.00| 52.80000 158.40 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0071 808-75325 3.000 EACH| 65.10000 195.30| 62.00000 186.00| 65.45000 196.35 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0072 808-75340 2.000 EACH| 367.50000 735.00| 350.00000 700.00| 369.55000 739.10 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0073 808-75998 88.000 EACH| 24.15000 2125.20| 23.00000 2024.00| 24.30000 2138.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 982,665.25| $ 991,210.86| $ 1,157,690.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 982,665.25| $ 991,210.86| $ 1,157,690.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 574,756.08 ROUTE : 900E CALL ORDER : 180 CONTRACT ID : R -26543-A COUNTIES : LAPORTE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47024 IN47024 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 342,438.53 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 353,598.44 103.2589% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 500.00000 500.00| 600.00000 600.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1500.00000 9000.00| 1765.00000 10590.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 17000.00000 17000.00| 4100.00000 4100.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 753.000 m2 | 4.00000 3012.00| 4.65000 3501.45| SURFACE MILLING, ASPHALT | | | 0005 202-74045 16.000 EACH| 12.50000 200.00| 50.00000 800.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0006 303-07449 697.800 Mg | 15.00000 10467.00| 18.40000 12839.52| COMPACTED AGGREGATE, NO. 73 | | | 0008 401-07321 3825.200 Mg | 34.00000 130056.80| 33.50000 128144.20| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0009 401-07356 3720.700 Mg | 29.00000 107900.30| 31.90000 118690.33| QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm | | | 0010 402-07451 935.000 Mg | 29.00000 27115.00| 31.90000 29826.50| HMA, TYPE B, WEDGE AND LEVEL | | | 0011 406-05520 23.200 Mg | 250.00000 5800.00| 240.00000 5568.00| ASPHALT FOR TACK COAT | | | 0012 610-07487 90.500 Mg | 40.00000 3620.00| 55.00000 4977.50| HMA FOR APPROACHES, TYPE B | | | 0013 615-06520 5.000 EACH| 50.00000 250.00| 70.00000 350.00| MONUMENT, RE-ESTABLISH | | | 0014 621-01004 2.000 EACH| 400.00000 800.00| 400.00000 800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06560 1140.000 m2 | 1.34000 1527.60| 1.34000 1527.60| MULCHED SEEDING, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 574,756.08 ROUTE : 900E CALL ORDER : 180 CONTRACT ID : R -26543-A COUNTIES : LAPORTE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 621-06570 86.000 m3 | 25.00000 2150.00| 60.00000 5160.00| TOP SOIL | | | 0017 801-06203 590.000 m | 0.90000 531.00| 1.50000 885.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0018 801-06207 590.000 m | 2.70000 1593.00| 3.30000 1947.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0019 801-06640 16.000 EACH| 62.00000 992.00| 51.00000 816.00| CONSTRUCTION SIGN, A | | | 0020 801-06645 4.000 EACH| 21.00000 84.00| 25.00000 100.00| CONSTRUCTION SIGN, B | | | 0021 801-06775 LUMP| 550.00000 550.00| 3000.00000 3000.00| MAINTAINING TRAFFIC | | | 0022 802-05701 51.200 m | 22.90000 1172.48| 24.00000 1228.80| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0023 802-76025 9.260 m2 | 135.91000 1258.53| 139.00000 1287.14| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0024 802-76030 0.720 m2 | 148.19000 106.70| 149.00000 107.28| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0025 808-06703 12746.000 m | 0.77000 9814.42| 0.77000 9814.42| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0026 808-75240 1118.000 m | 0.77000 860.86| 0.77000 860.86| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0027 808-75245 7892.000 m | 0.77000 6076.84| 0.77000 6076.84| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 342,438.53| $ 353,598.44| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 342,438.53| $ 353,598.44| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 184 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,709.36 ROUTE : 57 CALL ORDER : 184 CONTRACT ID : R -26654-A COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 04/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 03120AE SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2072438 T D & O LLC $ 349,967.70 100.0000% 2 35-1878024 RAGLE, INC. $ 378,895.75 108.2659% 3 35-1057095 BLANKENBERGER BROTHERS $ 411,245.85 117.5096% 4 35-1757738 NAAS & SONS INC. $ 436,640.26 124.7658% 5 35-1284120 KOBERSTEIN TRUCKING $ 482,592.22 137.8962% 6 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 510,860.38 145.9735% 7 35-0999231 HUNT PAVING COMPANY, INC. $ 725,163.82 207.2087% ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1878024 |(3) 35-1057095 |T D & O LLC |RAGLE, INC. |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06845 LUMP| 4500.00000 4500.00| 1300.00000 1300.00| 3100.00000 3100.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1400.00000 8400.00| 1000.00000 6000.00| 1850.00000 11100.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 17450.00000 17450.00| 19400.00000 19400.00| 20500.00000 20500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 2750.00000 2750.00| 5000.00000 5000.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | | 0005 202-01347 1.000 EACH| 2500.00000 2500.00| 2250.00000 2250.00| 850.00000 850.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE | | | 0006 202-02240 670.000 SYS | 7.25000 4857.50| 1.00000 670.00| 0.10000 67.00 PAVEMENT, REMOVE | | | 0007 202-02272 293.000 LFT | 5.00000 1465.00| 1.50000 439.50| 8.00000 2344.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-60820 1670.000 SYS | 2.50000 4175.00| 3.50000 5845.00| 4.00000 6680.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 7522.000 CYS | 5.00000 37610.00| 8.50000 63937.00| 8.00000 60176.00 EXCAVATION, COMMON | | | 0010 205-06931 2.100 TON | 150.00000 315.00| 30.00000 63.00| 110.00000 231.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 338.400 LFT | 1.75000 592.20| 1.25000 423.00| 2.00000 676.80 TEMPORARY SILT FENCE | | | 0012 206-51817 3132.000 SFT | 23.00000 72036.00| 14.00000 43848.00| 14.50000 45414.00 SHEET PILING, STEEL , S=30.2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 184 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,709.36 ROUTE : 57 CALL ORDER : 184 CONTRACT ID : R -26654-A COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1878024 |(3) 35-1057095 |T D & O LLC |RAGLE, INC. |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-04489 58.500 TON | 20.00000 1170.00| 16.00000 936.00| 24.00000 1404.00 COMPACTED CRUSHED AGGREGATE, 8 | | | 0014 303-52308 317.000 TON | 17.00000 5389.00| 16.00000 5072.00| 21.00000 6657.00 COMPACTED AGGREGATE, O, 53 | | | 0015 303-60012 11.000 TON | 25.00000 275.00| 18.00000 198.00| 45.00000 495.00 AGGREGATE, 2 | | | 0016 305-05204 32.000 TON | 160.00000 5120.00| 160.00000 5120.00| 150.00000 4800.00 HMA FOR PATCHING | | | 0017 305-05206 298.000 TON | 47.00000 14006.00| 55.00000 16390.00| 38.00000 11324.00 WIDENING WITH HMA | | | 0018 402-05477 100.000 TON | 74.00000 7400.00| 66.00000 6600.00| 66.00000 6600.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 405-05517 0.930 TON | 440.00000 409.20| 440.00000 409.20| 440.00000 409.20 ASPHALT FOR PRIME COAT | | | 0020 406-05520 0.680 TON | 200.00000 136.00| 200.00000 136.00| 200.00000 136.00 ASPHALT FOR TACK COAT | | | 0021 610-05527 103.500 TON | 95.00000 9832.50| 86.00000 8901.00| 86.00000 8901.00 HMA FOR APPROACHES | | | 0022 616-02320 3330.000 SYS | 1.50000 4995.00| 2.00000 6660.00| 1.30000 4329.00 GEOTEXTILES | | | 0023 616-06405 8150.000 TON | 15.00000 122250.00| 20.00000 163000.00| 21.00000 171150.00 RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 650.00000 650.00| 200.00000 200.00| 660.00000 660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 711.000 SYS | 2.25000 1599.75| 0.80000 568.80| 2.90000 2061.90 MULCHED SEEDING, R | | | 0026 621-06570 208.000 CYS | 10.00000 2080.00| 4.00000 832.00| 11.50000 2392.00 TOP SOIL | | | 0027 621-06574 253.000 SYS | 5.00000 1265.00| 4.00000 1012.00| 8.45000 2137.85 SODDING | | | 0028 715-05048 335.400 LFT | 3.00000 1006.20| 4.50000 1509.30| 6.00000 2012.40 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0029 715-92037 119.000 LFT | 22.50000 2677.50| 8.00000 952.00| 17.00000 2023.00 PIPE, PVC, 4 IN. | | | 0030 732-01913 2.000 EACH| 200.00000 400.00| 80.00000 160.00| 550.00000 1100.00 CLEANOUT, PVC, 4 IN. | | | 0031 801-06203 4900.000 LFT | 0.30000 1470.00| 0.24000 1176.00| 0.34000 1666.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06640 6.000 EACH| 100.00000 600.00| 100.00000 600.00| 190.00000 1140.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 184 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,709.36 ROUTE : 57 CALL ORDER : 184 CONTRACT ID : R -26654-A COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1878024 |(3) 35-1057095 |T D & O LLC |RAGLE, INC. |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 801-06645 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 45.00000 90.00 CONSTRUCTION SIGN, B | | | 0034 801-06775 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 8500.00000 8500.00 MAINTAINING TRAFFIC | | | 0035 805-96014 153.000 LFT | 4.50000 688.50| 2.00000 306.00| 0.10000 15.30 SAW CUT, FULL DEPTH | | | 0036 808-06712 295.000 LFT | 0.30000 88.50| 0.29000 85.55| 0.37000 109.15 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0037 808-06713 2450.000 LFT | 0.25000 612.50| 0.24000 588.00| 0.37000 906.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0038 808-06714 1275.000 LFT | 0.25000 318.75| 0.24000 306.00| 0.37000 471.75 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0039 808-06716 4032.000 LFT | 0.55000 2217.60| 0.70000 2822.40| 0.75000 3024.00 LINE, REMOVE | | | 0040 808-75996 16.000 EACH| 35.00000 560.00| 5.00000 80.00| 37.00000 592.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 349,967.70| $ 378,895.75| $ 411,245.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 349,967.70| $ 378,895.75| $ 411,245.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 184 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,709.36 ROUTE : 57 CALL ORDER : 184 CONTRACT ID : R -26654-A COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1757738 |(5) 35-1284120 |(6) 35-1009310 |NAAS & SONS INC. |KOBERSTEIN TRUCKING |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06845 LUMP| 3500.00000 3500.00| 4500.00000 4500.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1931.00000 11586.00| 1800.00000 10800.00| 1150.00000 6900.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30500.00000 30500.00| 24100.00000 24100.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 9170.00000 9170.00| 9600.00000 9600.00| 10500.00000 10500.00 CLEARING AND GRUBBING | | | 0005 202-01347 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| 2700.00000 2700.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE | | | 0006 202-02240 670.000 SYS | 4.33000 2901.10| 6.00000 4020.00| 12.50000 8375.00 PAVEMENT, REMOVE | | | 0007 202-02272 293.000 LFT | 5.00000 1465.00| 4.00000 1172.00| 8.50000 2490.50 PAVED SIDE DITCH, REMOVE | | | 0008 202-60820 1670.000 SYS | 3.00000 5010.00| 5.00000 8350.00| 2.60000 4342.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 7522.000 CYS | 10.25000 77100.50| 9.75000 73339.50| 11.70000 88007.40 EXCAVATION, COMMON | | | 0010 205-06931 2.100 TON | 100.00000 210.00| 65.00000 136.50| 58.00000 121.80 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 338.400 LFT | 3.00000 1015.20| 2.50000 846.00| 2.00000 676.80 TEMPORARY SILT FENCE | | | 0012 206-51817 3132.000 SFT | 23.48000 73539.36| 17.00000 53244.00| 21.30000 66711.60 SHEET PILING, STEEL , S=30.2 | | | 0013 303-04489 58.500 TON | 25.00000 1462.50| 25.00000 1462.50| 23.00000 1345.50 COMPACTED CRUSHED AGGREGATE, 8 | | | 0014 303-52308 317.000 TON | 25.00000 7925.00| 20.00000 6340.00| 24.00000 7608.00 COMPACTED AGGREGATE, O, 53 | | | 0015 303-60012 11.000 TON | 40.00000 440.00| 30.00000 330.00| 23.00000 253.00 AGGREGATE, 2 | | | 0016 305-05204 32.000 TON | 150.00000 4800.00| 165.00000 5280.00| 165.00000 5280.00 HMA FOR PATCHING | | | 0017 305-05206 298.000 TON | 38.00000 11324.00| 42.00000 12516.00| 42.00000 12516.00 WIDENING WITH HMA | | | 0018 402-05477 100.000 TON | 66.00000 6600.00| 73.00000 7300.00| 69.00000 6900.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 405-05517 0.930 TON | 440.00000 409.20| 484.00000 450.12| 500.00000 465.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 184 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,709.36 ROUTE : 57 CALL ORDER : 184 CONTRACT ID : R -26654-A COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1757738 |(5) 35-1284120 |(6) 35-1009310 |NAAS & SONS INC. |KOBERSTEIN TRUCKING |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05520 0.680 TON | 200.00000 136.00| 220.00000 149.60| 240.00000 163.20 ASPHALT FOR TACK COAT | | | 0021 610-05527 103.500 TON | 86.00000 8901.00| 95.00000 9832.50| 89.00000 9211.50 HMA FOR APPROACHES | | | 0022 616-02320 3330.000 SYS | 2.95000 9823.50| 2.50000 8325.00| 2.20000 7326.00 GEOTEXTILES | | | 0023 616-06405 8150.000 TON | 15.20000 123880.00| 24.00000 195600.00| 24.80000 202120.00 RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 660.00000 660.00| 750.00000 750.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 711.000 SYS | 2.90000 2061.90| 3.50000 2488.50| 3.00000 2133.00 MULCHED SEEDING, R | | | 0026 621-06570 208.000 CYS | 25.00000 5200.00| 16.00000 3328.00| 14.40000 2995.20 TOP SOIL | | | 0027 621-06574 253.000 SYS | 8.45000 2137.85| 10.00000 2530.00| 9.00000 2277.00 SODDING | | | 0028 715-05048 335.400 LFT | 6.00000 2012.40| 15.00000 5031.00| 8.20000 2750.28 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0029 715-92037 119.000 LFT | 6.00000 714.00| 15.00000 1785.00| 16.00000 1904.00 PIPE, PVC, 4 IN. | | | 0030 732-01913 2.000 EACH| 100.00000 200.00| 250.00000 500.00| 415.00000 830.00 CLEANOUT, PVC, 4 IN. | | | 0031 801-06203 4900.000 LFT | 0.34000 1666.00| 0.40000 1960.00| 0.40000 1960.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06640 6.000 EACH| 190.00000 1140.00| 220.00000 1320.00| 215.00000 1290.00 CONSTRUCTION SIGN, A | | | 0033 801-06645 2.000 EACH| 45.00000 90.00| 50.00000 100.00| 52.00000 104.00 CONSTRUCTION SIGN, B | | | 0034 801-06775 LUMP| 20850.00000 20850.00| 15000.00000 15000.00| 10800.00000 10800.00 MAINTAINING TRAFFIC | | | 0035 805-96014 153.000 LFT | 1.95000 298.35| 5.00000 765.00| 10.00000 1530.00 SAW CUT, FULL DEPTH | | | 0036 808-06712 295.000 LFT | 0.37000 109.15| 0.45000 132.75| 0.40000 118.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0037 808-06713 2450.000 LFT | 0.37000 906.50| 0.45000 1102.50| 0.40000 980.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0038 808-06714 1275.000 LFT | 0.37000 471.75| 0.45000 573.75| 0.40000 510.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0039 808-06716 4032.000 LFT | 0.75000 3024.00| 1.00000 4032.00| 0.80000 3225.60 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 184 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,709.36 ROUTE : 57 CALL ORDER : 184 CONTRACT ID : R -26654-A COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1757738 |(5) 35-1284120 |(6) 35-1009310 |NAAS & SONS INC. |KOBERSTEIN TRUCKING |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 808-75996 16.000 EACH| 150.00000 2400.00| 125.00000 2000.00| 15.00000 240.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 436,640.26| $ 482,592.22| $ 510,860.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 436,640.26| $ 482,592.22| $ 510,860.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 184 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,709.36 ROUTE : 57 CALL ORDER : 184 CONTRACT ID : R -26654-A COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06845 LUMP| 11503.86000 11503.86| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 4112.79000 24676.74| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 44000.00000 44000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 33049.56000 33049.56| | CLEARING AND GRUBBING | | | 0005 202-01347 1.000 EACH| 12740.72000 12740.72| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE | | | 0006 202-02240 670.000 SYS | 2.89000 1936.30| | PAVEMENT, REMOVE | | | 0007 202-02272 293.000 LFT | 13.06000 3826.58| | PAVED SIDE DITCH, REMOVE | | | 0008 202-60820 1670.000 SYS | 1.68000 2805.60| | SURFACE MILLING, ASPHALT | | | 0009 203-02000 7522.000 CYS | 15.63000 117568.86| | EXCAVATION, COMMON | | | 0010 205-06931 2.100 TON | 14.91000 31.31| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 338.400 LFT | 22.28000 7539.55| | TEMPORARY SILT FENCE | | | 0012 206-51817 3132.000 SFT | 39.46000 123588.72| | SHEET PILING, STEEL , S=30.2 | | | 0013 303-04489 58.500 TON | 75.37000 4409.15| | COMPACTED CRUSHED AGGREGATE, 8 | | | 0014 303-52308 317.000 TON | 26.15000 8289.55| | COMPACTED AGGREGATE, O, 53 | | | 0015 303-60012 11.000 TON | 43.16000 474.76| | AGGREGATE, 2 | | | 0016 305-05204 32.000 TON | 157.50000 5040.00| | HMA FOR PATCHING | | | 0017 305-05206 298.000 TON | 39.90000 11890.20| | WIDENING WITH HMA | | | 0018 402-05477 100.000 TON | 69.30000 6930.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0019 405-05517 0.930 TON | 462.00000 429.66| | ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 184 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,709.36 ROUTE : 57 CALL ORDER : 184 CONTRACT ID : R -26654-A COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05520 0.680 TON | 210.00000 142.80| | ASPHALT FOR TACK COAT | | | 0021 610-05527 103.500 TON | 90.30000 9346.05| | HMA FOR APPROACHES | | | 0022 616-02320 3330.000 SYS | 1.54000 5128.20| | GEOTEXTILES | | | 0023 616-06405 8150.000 TON | 20.86000 170009.00| | RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH| 693.00000 693.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 711.000 SYS | 3.05000 2168.55| | MULCHED SEEDING, R | | | 0026 621-06570 208.000 CYS | 77.55000 16130.40| | TOP SOIL | | | 0027 621-06574 253.000 SYS | 10.64000 2691.92| | SODDING | | | 0028 715-05048 335.400 LFT | 9.79000 3283.57| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0029 715-92037 119.000 LFT | 17.38000 2068.22| | PIPE, PVC, 4 IN. | | | 0030 732-01913 2.000 EACH| 195.27000 390.54| | CLEANOUT, PVC, 4 IN. | | | 0031 801-06203 4900.000 LFT | 0.36000 1764.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06640 6.000 EACH| 199.50000 1197.00| | CONSTRUCTION SIGN, A | | | 0033 801-06645 2.000 EACH| 47.25000 94.50| | CONSTRUCTION SIGN, B | | | 0034 801-06775 LUMP| 81490.86000 81490.86| | MAINTAINING TRAFFIC | | | 0035 805-96014 153.000 LFT | 15.65000 2394.45| | SAW CUT, FULL DEPTH | | | 0036 808-06712 295.000 LFT | 0.39000 115.05| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0037 808-06713 2450.000 LFT | 0.39000 955.50| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0038 808-06714 1275.000 LFT | 0.39000 497.25| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0039 808-06716 4032.000 LFT | 0.79000 3185.28| | LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 184 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,709.36 ROUTE : 57 CALL ORDER : 184 CONTRACT ID : R -26654-A COUNTIES : VANDERBURGH LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 808-75996 16.000 EACH| 42.91000 686.56| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 725,163.82| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 725,163.82| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,083.76 ROUTE : SR 62 CALL ORDER : 190 CONTRACT ID : R -26655-A COUNTIES : WARRICK LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 03/31/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1757738 NAAS & SONS INC. $ 47,391.80 100.0000% 2 35-1284120 KOBERSTEIN TRUCKING $ 54,000.80 113.9454% 3 35-1874009 HAUER EXCAVATING $ 71,658.10 151.2035% 4 35-1582525 AIGNER, JERRY CONSTRUCTION $ 111,929.90 236.1798% ==================================================================================================================================== |(1) 35-1757738 |(2) 35-1284120 |(3) 35-1874009 |NAAS & SONS INC. |KOBERSTEIN TRUCKING |HAUER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 202-01347 4.000 EACH| 3000.00000 12000.00| 3500.00000 14000.00| 5978.33000 23913.33 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE , PARCEL NO. 39 | | | 0002 202-01347 2.000 EACH| 5100.00000 10200.00| 3600.00000 7200.00| 5978.33000 11956.67 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE , PARCEL NO. 65 | | | 0003 202-03000 LUMP| 2500.00000 2500.00| 1750.00000 1750.00| 8000.00000 8000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0004 202-03000 LUMP| 9350.00000 9350.00| 10000.00000 10000.00| 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 39 | | | 0005 202-03000 LUMP| 12500.00000 12500.00| 16000.00000 16000.00| 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 65 | | | 0006 621-06559 8418.000 SYS | 0.10000 841.80| 0.60000 5050.80| 0.45000 3788.10 MULCHED SEEDING, R | | | SECTION TOTALS | $ 47,391.80| $ 54,000.80| $ 71,658.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 47,391.80| $ 54,000.80| $ 71,658.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,083.76 ROUTE : SR 62 CALL ORDER : 190 CONTRACT ID : R -26655-A COUNTIES : WARRICK LETTING DATE : 11/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582525 | | |AIGNER, JERRY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 202-01347 4.000 EACH| 15000.00000 60000.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE , PARCEL NO. 39 | | | 0002 202-01347 2.000 EACH| 4800.00000 9600.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE , PARCEL NO. 65 | | | 0003 202-03000 LUMP| 4200.00000 4200.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0004 202-03000 LUMP| 12000.00000 12000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 39 | | | 0005 202-03000 LUMP| 21500.00000 21500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 65 | | | 0006 621-06559 8418.000 SYS | 0.55000 4629.90| | MULCHED SEEDING, R | | | SECTION TOTALS | $ 111,929.90| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 111,929.90| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,514,430.95 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : RS-25937-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 3337010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 1,009,444.99 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,215,989.00 120.4611% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2500.00000 15000.00| 2000.00000 12000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 60790.00000 60790.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 1900.000 LFT | 3.50000 6650.00| 2.50000 4750.00| CURB, CONCRETE, REMOVE | | | 0005 202-02279 7000.000 LFT | 3.50000 24500.00| 2.50000 17500.00| CURB AND GUTTER, REMOVE | | | 0006 202-03323 2.000 EACH| 500.00000 1000.00| 520.00000 1040.00| HANDHOLE, SIGNAL, REMOVE AND RESET | | | 0007 202-52710 200.000 SYS | 4.25000 850.00| 7.00000 1400.00| SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 107689.000 SYS | 0.83000 89381.87| 0.90000 96920.10| SURFACE MILLING, ASPHALT | | | 0009 202-91385 9.000 EACH| 300.00000 2700.00| 350.00000 3150.00| INLET, REMOVE | | | 0010 202-96391 2.000 EACH| 150.00000 300.00| 160.00000 320.00| MAST ARM, REMOVE | | | 0011 203-02000 230.000 CYS | 16.00000 3680.00| 20.00000 4600.00| EXCAVATION, COMMON | | | 0012 211-07454 100.000 CYS | 25.00000 2500.00| 25.00000 2500.00| STRUCTURE BACKFILL | | | 0013 304-07490 525.000 TON | 70.00000 36750.00| 80.00000 42000.00| HMA PATCHING, TYPE B | | | 0014 304-07493 125.000 TON | 45.00000 5625.00| 80.00000 10000.00| HMA WIDENING, TYPE B | | | 0015 401-07328 7782.000 TON | 34.00000 264588.00| 45.00000 350190.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm , SMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,514,430.95 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : RS-25937-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-07398 7044.000 TON | 26.00000 183144.00| 35.00000 246540.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0017 406-05520 14.000 TON | 900.00000 12600.00| 150.00000 2100.00| ASPHALT FOR TACK COAT | | | 0018 605-06120 2000.000 LFT | 17.00000 34000.00| 20.00000 40000.00| CURB, CONCRETE | | | 0019 605-06140 8000.000 LFT | 17.00000 136000.00| 22.00000 176000.00| CURB AND GUTTER, CONCRETE | | | 0020 610-07487 1000.000 TON | 40.00000 40000.00| 60.00000 60000.00| HMA FOR APPROACHES, TYPE B | | | 0021 615-06527 2.000 EACH| 250.00000 500.00| 520.00000 1040.00| MONUMENT, SECTION CORNER | | | 0022 715-05118 80.000 LFT | 32.00000 2560.00| 25.00000 2000.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0023 720-44000 6.000 EACH| 400.00000 2400.00| 500.00000 3000.00| CASTING, ADJUST TO GRADE | | | 0024 720-45045 8.000 EACH| 1100.00000 8800.00| 1400.00000 11200.00| INLET, J10 | | | 0025 720-45250 1.000 EACH| 1550.00000 1550.00| 1500.00000 1500.00| CATCH BASIN, K10 | | | 0026 720-96995 4.000 EACH| 150.00000 600.00| 250.00000 1000.00| CLEAN INLET | | | 0027 801-06203 2000.000 LFT | 0.90000 1800.00| 1.55000 3100.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0028 801-06640 60.000 EACH| 72.00000 4320.00| 75.00000 4500.00| CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 38000.00000 38000.00| 6010.10000 6010.10| MAINTAINING TRAFFIC | | | 0030 804-06771 4.000 EACH| 25.95000 103.80| 31.00000 124.00| DELINEATOR POST, FLEXIBLE | | | 0031 805-01523 2.000 EACH| 500.00000 1000.00| 525.00000 1050.00| MAST ARM, INSTALL | | | 0032 805-01836 800.000 LFT | 0.50000 400.00| 0.54000 432.00| SIGNAL CABLE DETECTOR, 2C 16GA., | | | SHIELDED, LEAD IN | | | 0033 805-02328 2000.000 LFT | 0.25000 500.00| 0.28000 560.00| SIGNAL CABLE, 1C 14GA. | | | 0034 805-02440 4400.000 LFT | 0.20000 880.00| 0.22000 968.00| SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0035 805-02799 2.000 EACH| 1100.00000 2200.00| 1150.00000 2300.00| MAST ARM, 25 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,514,430.95 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : RS-25937-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 805-06595 60.000 LFT | 10.00000 600.00| 10.50000 630.00| CONDUIT, PVC, 2 IN. | | | 0037 805-78485 100.000 LFT | 0.75000 75.00| 0.80000 80.00| SIGNAL CABLE, 5C 14GA. | | | 0038 805-78490 100.000 LFT | 1.00000 100.00| 1.05000 105.00| SIGNAL CABLE, 7C 14GA. | | | 0039 805-92951 6.000 EACH| 220.00000 1320.00| 230.00000 1380.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0040 805-96014 300.000 LFT | 4.00000 1200.00| 8.30000 2490.00| SAW CUT, FULL DEPTH | | | 0041 808-05929 234.000 LFT | 1.35000 315.90| 1.50000 351.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0042 808-06703 26432.000 LFT | 0.27000 7136.64| 0.30000 7929.60| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0043 808-75240 4656.000 LFT | 0.27000 1257.12| 0.30000 1396.80| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0044 808-75245 14873.000 LFT | 0.27000 4015.71| 0.30000 4461.90| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0045 808-75272 350.000 LFT | 4.00000 1400.00| 4.10000 1435.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0046 808-75297 245.000 LFT | 4.00000 980.00| 4.10000 1004.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0047 808-75300 1140.000 LFT | 1.00000 1140.00| 1.10000 1254.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0048 808-75320 15.000 EACH| 53.00000 795.00| 55.00000 825.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0049 808-75325 5.000 EACH| 77.00000 385.00| 80.00000 400.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0050 808-75996 341.000 EACH| 2.50000 852.50| 10.00000 3410.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0051 808-75998 341.000 EACH| 21.45000 7314.45| 22.00000 7502.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,514,430.95 ROUTE : US 231 CALL ORDER : 220 CONTRACT ID : RS-25937-A COUNTIES : LAKE LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-95933 750.000 LFT | 0.90000 675.00| 1.00000 750.00| CURB PAINTING, YELLOW | | | SECTION TOTALS | $ 1,009,444.99| $ 1,215,989.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,009,444.99| $ 1,215,989.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,515,787.40 ROUTE : SR 8 CALL ORDER : 240 CONTRACT ID : RS-25940-A COUNTIES : PORTER LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 447500C SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 2,675,360.68 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,169,941.60 118.4865% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-04655 5.000 MOS | 200.00000 1000.00| 150.00000 750.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 7500.00000 7500.00| CONSTRUCTION ENGINEERING | | | 0003 105-07039 9.000 MOS | 3000.00000 27000.00| 2500.00000 22500.00| FIELD OFFICE, B | | | 0004 110-01001 LUMP| 133000.00000 133000.00| 140000.00000 140000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 1700.00000 1700.00| 15000.00000 15000.00| CLEARING RIGHT OF WAY | | | 0006 202-02240 2450.000 SYS | 5.70000 13965.00| 6.30000 15435.00| PAVEMENT, REMOVE | | | 0007 202-02272 1000.000 LFT | 1.25000 1250.00| 4.50000 4500.00| PAVED SIDE DITCH, REMOVE | | | 0008 202-02928 6.000 EACH| 120.00000 720.00| 340.00000 2040.00| CATCH BASIN, REMOVE | | | 0009 202-60820 3700.000 SYS | 1.60000 5920.00| 2.00000 7400.00| SURFACE MILLING, ASPHALT | | | 0010 202-93741 4.000 EACH| 200.00000 800.00| 220.00000 880.00| GUARD RAIL END TREATMENT, REMOVE | | | 0011 202-96133 50.000 LFT | 10.00000 500.00| 30.00000 1500.00| PIPE, REMOVE | | | 0012 202-97297 LUMP| 3500.00000 3500.00| 6000.00000 6000.00| HEADER, REMOVE | | | 0013 203-02000 720.000 CYS | 11.00000 7920.00| 27.00000 19440.00| EXCAVATION, COMMON | | | 0014 211-07454 100.000 CYS | 13.50000 1350.00| 14.00000 1400.00| STRUCTURE BACKFILL | | | 0015 301-07448 828.000 TON | 16.00000 13248.00| 18.45000 15276.60| COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,515,787.40 ROUTE : SR 8 CALL ORDER : 240 CONTRACT ID : RS-25940-A COUNTIES : PORTER LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 303-07449 6861.000 TON | 13.50000 92623.50| 15.00000 102915.00| COMPACTED AGGREGATE, NO. 73 | | | 0017 304-07508 18818.000 TON | 27.55000 518435.90| 37.00000 696266.00| WIDENING WITH QC/QA-HMA, 2, 64, BASE, | | | 25 mm | | | 0018 401-06264 LUMP| 4745.00000 4745.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0019 401-07321 11207.000 TON | 32.00000 358624.00| 40.00000 448280.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0020 401-07371 35000.000 TON | 28.00000 980000.00| 32.50000 1137500.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0021 401-07407 1426.000 TON | 26.00000 37076.00| 32.40000 46202.40| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0022 406-05520 156.460 TON | 250.00000 39115.00| 155.00000 24251.30| ASPHALT FOR TACK COAT | | | 0023 506-06333 50.000 SYS | 90.00000 4500.00| 155.00000 7750.00| PCCP PATCHING, FULL DEPTH | | | 0024 507-07479 30.000 TON | 180.00000 5400.00| 150.00000 4500.00| HMA PARTIAL DEPTH PATCH | | | 0025 601-01740 1.000 EACH| 1600.00000 1600.00| 1775.00000 1775.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0026 601-01846 12.000 EACH| 1600.00000 19200.00| 1775.00000 21300.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-91147 6.000 EACH| 1300.00000 7800.00| 1450.00000 8700.00| GUARD RAIL END TREATMENT, RESET - TYPE | | | 3 CURVED TERMINAL END | | | 0028 601-92948 800.000 LFT | 4.00000 3200.00| 4.25000 3400.00| GUARDRAIL, ADJUST HEIGHT | | | 0029 601-94689 12.000 EACH| 1900.00000 22800.00| 2000.00000 24000.00| GUARDRAIL END TREATMENT, OS | | | 0030 601-97774 1.000 EACH| 900.00000 900.00| 1000.00000 1000.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0031 601-99105 1666.000 LFT | 9.00000 14994.00| 10.00000 16660.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 604-02007 900.000 SYS | 25.00000 22500.00| 35.25000 31725.00| SIDEWALK, CONCRETE, RECONSTRUCT | | | 0033 604-06069 100.000 SYS | 45.00000 4500.00| 37.00000 3700.00| CURB RAMP, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,515,787.40 ROUTE : SR 8 CALL ORDER : 240 CONTRACT ID : RS-25940-A COUNTIES : PORTER LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 605-06144 1000.000 LFT | 10.00000 10000.00| 13.00000 13000.00| CURB AND GUTTER, A, CONCRETE | | | 0035 605-06145 150.000 LFT | 12.00000 1800.00| 26.25000 3937.50| CURB AND GUTTER, B, CONCRETE | | | 0036 610-07487 3192.000 TON | 40.00000 127680.00| 32.00000 102144.00| HMA FOR APPROACHES, TYPE B | | | 0037 611-95023 15.000 EACH| 60.00000 900.00| 250.00000 3750.00| MAILBOX ASSEMBLY, RESET | | | 0038 612-04315 88.300 TON | 815.00000 71964.50| 815.00000 71964.50| ASPHALT MATERIAL FOR UNDERSEAL | | | 0039 612-60410 1476.000 EACH| 8.20000 12103.20| 8.20000 12103.20| DRILLED HOLE FOR UNDERSEAL | | | 0040 615-06527 17.000 EACH| 150.00000 2550.00| 445.00000 7565.00| MONUMENT, SECTION CORNER | | | 0041 619-91919 10000.000 LFT | 0.30000 3000.00| 2.00000 20000.00| JOINT AND CRACK CLEANING AND SEALING | | | 0042 621-06574 18.000 SYS | 110.00000 1980.00| 25.00000 450.00| SODDING | | | 0043 715-05149 50.000 LFT | 29.00000 1450.00| 50.00000 2500.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0044 715-05363 60.000 LFT | 39.00000 2340.00| 52.00000 3120.00| PIPE, TYPE 3, DEFORMED, 1.8 SQ. FT. | | | 0045 715-46055 2.000 EACH| 235.00000 470.00| 600.00000 1200.00| PIPE END SECTION, MIN. AREA 1.8 SQ. FT. | | | 0046 720-44000 4.000 EACH| 150.00000 600.00| 400.00000 1600.00| CASTING, ADJUST TO GRADE | | | 0047 720-45250 6.000 EACH| 1300.00000 7800.00| 1300.00000 7800.00| CATCH BASIN, K10 | | | 0048 801-04308 20.000 EACH| 98.00000 1960.00| 105.00000 2100.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06203 9600.000 LFT | 0.18000 1728.00| 0.20000 1920.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0050 801-06207 4800.000 LFT | 0.85000 4080.00| 1.60000 7680.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06606 16.000 EACH| 74.00000 1184.00| 83.00000 1328.00| BARRICADE, IIIB | | | 0052 801-06625 35.000 EACH| 49.00000 1715.00| 55.00000 1925.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 50.000 EACH| 68.00000 3400.00| 75.00000 3750.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 240 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,515,787.40 ROUTE : SR 8 CALL ORDER : 240 CONTRACT ID : RS-25940-A COUNTIES : PORTER LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06775 LUMP| 40000.00000 40000.00| 25800.00000 25800.00| MAINTAINING TRAFFIC | | | 0055 808-06713 95673.000 LFT | 0.08000 7653.84| 0.08000 7653.84| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0056 808-75043 912.000 LFT | 1.00000 912.00| 1.10000 1003.20| LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.| | | 0057 808-75240 11630.000 LFT | 0.28000 3256.40| 0.30000 3489.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0058 808-75245 1793.000 LFT | 0.28000 502.04| 0.30000 537.90| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0059 808-75297 54.000 LFT | 3.95000 213.30| 4.04000 218.16| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0060 808-75998 624.000 EACH| 18.00000 11232.00| 19.00000 11856.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,675,360.68| $ 3,169,941.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,675,360.68| $ 3,169,941.60| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,563,812.58 ROUTE : 27 CALL ORDER : 260 CONTRACT ID : RS-26439-A COUNTIES : ADAMS LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/23/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2313012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,013,372.69 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,027,814.02 101.4250% 3 35-1145884 L I C A CONSTRUCTION $ 1,178,635.20 116.3081% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1145884 |E & B PAVING, INC. |BROOKS CONSTRUCTION |L I C A CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 8.000 MOS | 1547.00000 12376.00| 1285.00000 10280.00| 1200.00000 9600.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 50000.00000 50000.00| 45650.00000 45650.00| 61000.00000 61000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 244000.000 SYS | 0.24000 58560.00| 0.30000 73200.00| 0.45000 109800.00 SURFACE MILLING, ASPHALT | | | 0004 202-93741 5.000 EACH| 200.00000 1000.00| 175.00000 875.00| 175.00000 875.00 GUARD RAIL END TREATMENT, REMOVE | | | 0005 202-98488 3.000 EACH| 129.55000 388.65| 203.80000 611.40| 171.00000 513.00 PIPE END SECTION, REMOVE | | | 0006 203-90014 7.800 STA | 1000.00000 7800.00| 579.30000 4518.54| 2110.00000 16458.00 LINEAR GRADING | | | 0007 303-04075 682.000 TON | 24.00000 16368.00| 11.00000 7502.00| 16.00000 10912.00 COMPACTED AGGREGATE, O, 73 | | | 0008 304-07491 220.000 TON | 50.00000 11000.00| 75.33000 16572.60| 85.00000 18700.00 HMA PATCHING, TYPE C | | | 0009 304-07494 701.000 TON | 32.00000 22432.00| 37.48000 26273.48| 33.70000 23623.70 HMA WIDENING, TYPE C | | | 0010 305-98794 1364.000 TON | 3.00000 4092.00| 1.00000 1364.00| 1.00000 1364.00 COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0011 401-05467 110500.000 LFT | 0.10000 11050.00| 0.11000 12155.00| 0.08000 8840.00 MILLED HMA CORRUGATIONS | | | 0012 401-07320 4980.000 TON | 23.00000 114540.00| 27.00000 134460.00| 29.10000 144918.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0013 401-07329 15040.000 TON | 32.00000 481280.00| 28.25000 424880.00| 33.20000 499328.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0014 406-05520 58.000 TON | 140.00000 8120.00| 160.00000 9280.00| 150.00000 8700.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,563,812.58 ROUTE : 27 CALL ORDER : 260 CONTRACT ID : RS-26439-A COUNTIES : ADAMS LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1145884 |E & B PAVING, INC. |BROOKS CONSTRUCTION |L I C A CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 503-03489 3.000 EACH| 50.00000 150.00| 80.75000 242.25| 12.00000 36.00 RETROFITTED TIE BARS | | | 0016 503-05240 52.000 LFT | 10.00000 520.00| 7.62000 396.24| 8.00000 416.00 D-1 CONTRACTION JOINT | | | 0017 506-06333 127.000 SYS | 88.63000 11256.01| 108.55000 13785.85| 104.50000 13271.50 PCCP PATCHING, FULL DEPTH | | | 0018 601-01626 1.000 EACH| 1600.00000 1600.00| 1375.00000 1375.00| 1375.00000 1375.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0019 601-01701 2.000 EACH| 1800.00000 3600.00| 1570.00000 3140.00| 1570.00000 3140.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0020 601-06037 1.000 EACH| 700.00000 700.00| 725.00000 725.00| 725.00000 725.00 GUARDRAIL END TREATMENT, I | | | 0021 601-94689 2.000 EACH| 2200.00000 4400.00| 2175.00000 4350.00| 2175.00000 4350.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-97774 1.000 EACH| 1000.00000 1000.00| 900.00000 900.00| 900.00000 900.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 123.000 LFT | 14.00000 1722.00| 11.00000 1353.00| 11.00000 1353.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 610-07486 718.000 TON | 40.00000 28720.00| 45.00000 32310.00| 52.50000 37695.00 HMA FOR APPROACHES, TYPE A | | | 0025 611-95023 1.000 EACH| 130.00000 130.00| 155.75000 155.75| 150.00000 150.00 MAILBOX ASSEMBLY, RESET | | | 0026 612-04315 18.800 TON | 800.00000 15040.00| 800.00000 15040.00| 800.00000 15040.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0027 612-60410 352.000 EACH| 7.00000 2464.00| 7.00000 2464.00| 7.00000 2464.00 DRILLED HOLE FOR UNDERSEAL | | | 0028 616-02320 120.000 SYS | 1.00000 120.00| 6.10000 732.00| 4.20000 504.00 GEOTEXTILES | | | 0029 616-06405 30.000 TON | 30.86000 925.80| 27.25000 817.50| 20.00000 600.00 RIPRAP, REVETMENT | | | 0030 621-06567 3.000 MG | 2.00000 6.00| 2.00000 6.00| 2.00000 6.00 WATER | | | 0031 621-06575 200.000 SYS | 13.50000 2700.00| 13.50000 2700.00| 13.50000 2700.00 SODDING, NURSERY | | | 0032 715-05595 56.000 LFT | 58.13000 3255.28| 49.05000 2746.80| 32.50000 1820.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0033 715-05596 56.000 LFT | 63.13000 3535.28| 53.35000 2987.60| 36.50000 2044.00 PIPE EXTENSION, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 260 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,563,812.58 ROUTE : 27 CALL ORDER : 260 CONTRACT ID : RS-26439-A COUNTIES : ADAMS LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1145884 |E & B PAVING, INC. |BROOKS CONSTRUCTION |L I C A CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-46005 1.000 EACH| 278.50000 278.50| 397.04000 397.04| 225.00000 225.00 PIPE END SECTION, 15 IN. | | | 0035 715-46010 1.000 EACH| 278.50000 278.50| 420.97000 420.97| 245.00000 245.00 PIPE END SECTION, 18 IN. | | | 0036 720-45235 1.000 EACH| 1241.67000 1241.67| 2025.00000 2025.00| 2420.00000 2420.00 CATCH BASIN, E7 | | | 0037 801-06203 5900.000 LFT | 0.25000 1475.00| 0.10000 590.00| 0.30000 1770.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0038 801-06207 5900.000 LFT | 0.96000 5664.00| 0.72000 4248.00| 0.80000 4720.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06640 32.000 EACH| 95.00000 3040.00| 135.00000 4320.00| 95.00000 3040.00 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP| 1.00000 1.00| 39535.00000 39535.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0041 802-91122 2.000 EACH| 120.00000 240.00| 100.00000 200.00| 100.00000 200.00 SIGN, GROUND MOUNTED, RESET | | | 0042 805-06974 LUMP| 61490.00000 61490.00| 61490.00000 61490.00| 68000.00000 68000.00 WIM STATION, 4 LANE PIEZO | | | 0045 808-06701 56000.000 LFT | 0.01000 560.00| 0.05000 2800.00| 0.05000 2800.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0046 808-06703 60000.000 LFT | 0.33000 19800.00| 0.33000 19800.00| 0.33000 19800.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0047 808-06716 100.000 LFT | 0.75000 75.00| 3.00000 300.00| 0.90000 90.00 LINE, REMOVE | | | 0048 808-75245 59850.000 LFT | 0.33000 19750.50| 0.33000 19750.50| 0.33000 19750.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0049 808-75297 278.000 LFT | 3.25000 903.50| 3.25000 903.50| 3.25000 903.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0050 808-75996 700.000 EACH| 4.32000 3024.00| 3.55000 2485.00| 2.50000 1750.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0051 808-75998 700.000 EACH| 21.00000 14700.00| 21.00000 14700.00| 21.00000 14700.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,013,372.69| $ 1,027,814.02| $ 1,178,635.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,013,372.69| $ 1,027,814.02| $ 1,178,635.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,811,529.15 ROUTE : SR 14 CALL ORDER : 300 CONTRACT ID : RS-26442-A COUNTIES : KOSCIUSKO LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 304300D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,162,780.55 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,309,195.64 112.5918% 3 35-0997978 PHEND & BROWN, INC. $ 1,311,606.36 112.7991% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,444,890.50 124.2616% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 5930.00000 5930.00| 9600.00000 9600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1275.00000 7650.00| 1355.00000 8130.00| 1700.00000 10200.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 33700.00000 33700.00| 65450.00000 65450.00| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-60820 86364.000 m2 | 0.20000 17272.80| 0.42000 36272.88| 0.38000 32818.32 SURFACE MILLING, ASPHALT | | | 0006 202-98488 2.000 EACH| 120.00000 240.00| 156.73000 313.46| 100.00000 200.00 PIPE END SECTION, REMOVE | | | 0007 203-02070 120.000 m3 | 10.00000 1200.00| 1.00000 120.00| 55.00000 6600.00 BORROW | | | 0008 203-02080 24.800 km | 1500.00000 37200.00| 1034.12000 25646.18| 2000.00000 49600.00 LINEAR GRADING | | | 0009 304-07490 300.000 Mg | 39.00000 11700.00| 64.14000 19242.00| 70.00000 21000.00 HMA PATCHING, TYPE B | | | 0010 304-07508 8000.000 Mg | 31.00000 248000.00| 28.66000 229280.00| 31.00000 248000.00 WIDENING WITH QC/QA-HMA, 2, 64, BASE, | | | 25 mm | | | 0011 401-06264 LUMP| 4000.00000 4000.00| 2245.00000 2245.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0012 401-07321 7575.000 Mg | 34.00000 257550.00| 40.51000 306863.25| 37.00000 280275.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 401-07371 11600.000 Mg | 28.00000 324800.00| 28.66000 332456.00| 28.50000 330600.00 QC/QA-HMA, 2. 64, INTERMEDIATE, 12.5 mm | | | 0014 402-07451 600.000 Mg | 26.00000 15600.00| 35.80000 21480.00| 33.00000 19800.00 HMA, TYPE B, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,811,529.15 ROUTE : SR 14 CALL ORDER : 300 CONTRACT ID : RS-26442-A COUNTIES : KOSCIUSKO LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 604-06069 24.200 m2 | 39.25000 949.85| 131.74000 3188.11| 60.00000 1452.00 CURB RAMP, CONCRETE | | | 0017 605-94811 3.000 EACH| 570.00000 1710.00| 345.85000 1037.55| 250.00000 750.00 CURB TURNOUT | | | 0018 610-07487 1198.000 Mg | 40.00000 47920.00| 49.60000 59420.80| 66.00000 79068.00 HMA FOR APPROACHES, TYPE B | | | 0019 611-95023 4.000 EACH| 100.00000 400.00| 250.00000 1000.00| 25.00000 100.00 MAILBOX ASSEMBLY, RESET | | | 0020 615-06520 8.000 EACH| 400.00000 3200.00| 276.60000 2212.80| 275.00000 2200.00 MONUMENT, RE-ESTABLISH | | | 0021 616-06405 50.000 Mg | 39.40000 1970.00| 25.43000 1271.50| 60.00000 3000.00 RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH| 400.00000 400.00| 300.00000 300.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-02770 400.000 m2 | 2.02000 808.00| 3.05000 1220.00| 2.02000 808.00 EROSION CONTROL BLANKET | | | 0024 621-06545 0.750 Mg | 1021.00000 765.75| 633.83000 475.37| 1021.00000 765.75 FERTILIZER | | | 0025 621-06553 159.000 kg | 10.75000 1709.25| 6.50000 1033.50| 10.75000 1709.25 SEED MIXTURE, R | | | 0026 621-06565 3.760 Mg | 779.00000 2929.04| 518.09000 1948.02| 779.00000 2929.04 MULCHING MATERIAL | | | 0027 715-05595 1.900 m | 900.00000 1710.00| 1073.23000 2039.14| 680.00000 1292.00 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0028 715-05596 1.000 m | 900.00000 900.00| 552.78000 552.78| 740.00000 740.00 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0029 715-99013 12.000 m | 145.00000 1740.00| 77.95000 935.40| 30.00000 360.00 PIPE, RELOCATE | | | 0030 720-44000 6.000 EACH| 200.00000 1200.00| 384.65000 2307.90| 320.00000 1920.00 CASTING, ADJUST TO GRADE | | | 0031 801-06203 37500.000 m | 0.01000 375.00| 0.25000 9375.00| 0.03000 1125.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0032 801-06207 1350.000 m | 2.00000 2700.00| 2.36000 3186.00| 3.50000 4725.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0033 801-06640 40.000 EACH| 35.00000 1400.00| 82.00000 3280.00| 82.00000 3280.00 CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP| 1000.00000 1000.00| 45850.00000 45850.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0035 802-91122 32.000 EACH| 150.00000 4800.00| 38.00000 1216.00| 38.00000 1216.00 SIGN, GROUND MOUNTED, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,811,529.15 ROUTE : SR 14 CALL ORDER : 300 CONTRACT ID : RS-26442-A COUNTIES : KOSCIUSKO LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-0997978 |E & B PAVING, INC. |BROOKS CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 804-06771 10.000 EACH| 37.25000 372.50| 20.95000 209.50| 21.00000 210.00 DELINEATOR POST, FLEXIBLE | | | 0037 808-04298 2.000 EACH| 300.00000 600.00| 309.00000 618.00| 300.00000 600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0038 808-06712 1850.000 m | 0.32000 592.00| 0.33000 610.50| 0.32000 592.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0039 808-06713 25000.000 m | 0.32000 8000.00| 0.33000 8250.00| 0.32000 8000.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0040 808-06714 18000.000 m | 0.32000 5760.00| 0.33000 5940.00| 0.32000 5760.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0041 808-75297 21.000 m | 16.00000 336.00| 16.50000 346.50| 16.00000 336.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0042 808-75996 950.000 EACH| 3.15000 2992.50| 2.63000 2498.50| 4.00000 3800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0043 808-75998 1000.000 EACH| 22.00000 22000.00| 20.50000 20500.00| 20.50000 20500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0044 202-02278 1358.000 m | 15.45000 20981.10| 15.65000 21252.70| 7.00000 9506.00 CURB, CONCRETE, REMOVE | | | 0045 605-06125 1358.000 m | 25.46000 34574.68| 23.65000 32116.70| 35.50000 48209.00 CURB, CONCRETE, MODIFIED | | | 0046 202-93741 4.000 EACH| 150.00000 600.00| 150.00000 600.00| 150.00000 600.00 GUARD RAIL END TREATMENT, REMOVE | | | 0047 601-94689 4.000 EACH| 3468.02000 13872.08| 2350.00000 9400.00| 2940.00000 11760.00 GUARDRAIL END TREATMENT, OS | | | 0048 406-05520 60.000 Mg | 160.00000 9600.00| 192.91000 11574.60| 170.00000 10200.00 ASPHALT FOR TACK COAT | | | SECTION TOTALS | $ 1,162,780.55| $ 1,309,195.64| $ 1,311,606.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,162,780.55| $ 1,309,195.64| $ 1,311,606.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,811,529.15 ROUTE : SR 14 CALL ORDER : 300 CONTRACT ID : RS-26442-A COUNTIES : KOSCIUSKO LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 14000.00000 14000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1400.00000 8400.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 72000.00000 72000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 202-60820 86364.000 m2 | 0.50000 43182.00| | SURFACE MILLING, ASPHALT | | | 0006 202-98488 2.000 EACH| 150.00000 300.00| | PIPE END SECTION, REMOVE | | | 0007 203-02070 120.000 m3 | 35.00000 4200.00| | BORROW | | | 0008 203-02080 24.800 km | 525.00000 13020.00| | LINEAR GRADING | | | 0009 304-07490 300.000 Mg | 67.50000 20250.00| | HMA PATCHING, TYPE B | | | 0010 304-07508 8000.000 Mg | 34.00000 272000.00| | WIDENING WITH QC/QA-HMA, 2, 64, BASE, | | | 25 mm | | | 0011 401-06264 LUMP| 8000.00000 8000.00| | PROFILOGRAPH, HMA | | | 0012 401-07321 7575.000 Mg | 35.00000 265125.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 401-07371 11600.000 Mg | 33.00000 382800.00| | QC/QA-HMA, 2. 64, INTERMEDIATE, 12.5 mm | | | 0014 402-07451 600.000 Mg | 49.00000 29400.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0015 604-06069 24.200 m2 | 70.00000 1694.00| | CURB RAMP, CONCRETE | | | 0017 605-94811 3.000 EACH| 250.00000 750.00| | CURB TURNOUT | | | 0018 610-07487 1198.000 Mg | 75.00000 89850.00| | HMA FOR APPROACHES, TYPE B | | | 0019 611-95023 4.000 EACH| 300.00000 1200.00| | MAILBOX ASSEMBLY, RESET | | | 0020 615-06520 8.000 EACH| 275.00000 2200.00| | MONUMENT, RE-ESTABLISH | | | 0021 616-06405 50.000 Mg | 49.00000 2450.00| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 300 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,811,529.15 ROUTE : SR 14 CALL ORDER : 300 CONTRACT ID : RS-26442-A COUNTIES : KOSCIUSKO LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 621-01004 1.000 EACH| 400.00000 400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-02770 400.000 m2 | 3.00000 1200.00| | EROSION CONTROL BLANKET | | | 0024 621-06545 0.750 Mg | 1021.00000 765.75| | FERTILIZER | | | 0025 621-06553 159.000 kg | 10.75000 1709.25| | SEED MIXTURE, R | | | 0026 621-06565 3.760 Mg | 700.00000 2632.00| | MULCHING MATERIAL | | | 0027 715-05595 1.900 m | 325.00000 617.50| | PIPE EXTENSION, CIRCULAR, 375 mm | | | 0028 715-05596 1.000 m | 617.50000 617.50| | PIPE EXTENSION, CIRCULAR, 450 mm | | | 0029 715-99013 12.000 m | 45.00000 540.00| | PIPE, RELOCATE | | | 0030 720-44000 6.000 EACH| 225.00000 1350.00| | CASTING, ADJUST TO GRADE | | | 0031 801-06203 37500.000 m | 0.25000 9375.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0032 801-06207 1350.000 m | 1.00000 1350.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0033 801-06640 40.000 EACH| 145.00000 5800.00| | CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP| 62000.00000 62000.00| | MAINTAINING TRAFFIC | | | 0035 802-91122 32.000 EACH| 150.00000 4800.00| | SIGN, GROUND MOUNTED, RESET | | | 0036 804-06771 10.000 EACH| 42.00000 420.00| | DELINEATOR POST, FLEXIBLE | | | 0037 808-04298 2.000 EACH| 450.00000 900.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0038 808-06712 1850.000 m | 0.32000 592.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0039 808-06713 25000.000 m | 0.32000 8000.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0040 808-06714 18000.000 m | 0.32000 5760.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 300 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,811,529.15 ROUTE : SR 14 CALL ORDER : 300 CONTRACT ID : RS-26442-A COUNTIES : KOSCIUSKO LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 808-75297 21.000 m | 15.50000 325.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0042 808-75996 950.000 EACH| 2.00000 1900.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0043 808-75998 1000.000 EACH| 21.00000 21000.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0044 202-02278 1358.000 m | 14.50000 19691.00| | CURB, CONCRETE, REMOVE | | | 0045 605-06125 1358.000 m | 28.00000 38024.00| | CURB, CONCRETE, MODIFIED | | | 0046 202-93741 4.000 EACH| 200.00000 800.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0047 601-94689 4.000 EACH| 2500.00000 10000.00| | GUARDRAIL END TREATMENT, OS | | | 0048 406-05520 60.000 Mg | 225.00000 13500.00| | ASPHALT FOR TACK COAT | | | SECTION TOTALS | $ 1,444,890.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,444,890.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,348,375.53 ROUTE : 75 CALL ORDER : 320 CONTRACT ID : RS-26548-A COUNTIES : HENDRICKS LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5232008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 974,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,023,872.88 105.1204% 3 31-4351261 SHELLY & SANDS, INC. $ 1,035,998.88 106.3653% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,267,000.00 130.0821% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 31-4351261 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, 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| 5600.00000 5600.00| 2000.00000 2000.00| 4700.00000 4700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 2200.00000 15400.00| 1700.00000 11900.00| 1300.00000 9100.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 48700.00000 48700.00| 22260.00000 22260.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 100.000 LFT | 1.80000 180.00| 1.90000 190.00| 5.34000 534.00 GUARDRAIL, REMOVE | | | 0005 202-02271 6.000 EACH| 500.00000 3000.00| 300.00000 1800.00| 1200.00000 7200.00 HEADWALL, REMOVE | | | 0006 202-60820 72000.000 SYS | 0.45000 32400.00| 0.70000 50400.00| 0.87000 62640.00 SURFACE MILLING, ASPHALT | | | 0007 202-93741 8.000 EACH| 1.80000 14.40| 330.00000 2640.00| 213.71000 1709.68 GUARD RAIL END TREATMENT, REMOVE | | | 0008 303-01180 4889.000 TON | 15.25000 74557.25| 12.00000 58668.00| 18.00000 88002.00 COMPACTED AGGREGATE, 53 | | | 0009 304-07490 250.000 TON | 80.00000 20000.00| 110.00000 27500.00| 72.00000 18000.00 HMA PATCHING, TYPE B | | | 0010 304-07508 2445.000 TON | 31.00000 75795.00| 51.00000 124695.00| 39.00000 95355.00 WIDENING WITH QC/QA-HMA, 2, 64, BASE, | | | 25 mm | | | 0011 401-06264 LUMP| 2500.00000 2500.00| 1900.00000 1900.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0012 401-07321 7965.000 TON | 34.00000 270810.00| 35.00000 278775.00| 36.00000 286740.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 401-07371 8965.000 TON | 30.00000 268950.00| 31.00000 277915.00| 30.00000 268950.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,348,375.53 ROUTE : 75 CALL ORDER : 320 CONTRACT ID : RS-26548-A COUNTIES : HENDRICKS LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 31-4351261 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 405-05517 21.000 TON | 225.00000 4725.00| 320.00000 6720.00| 220.00000 4620.00 ASPHALT FOR PRIME COAT | | | 0015 406-05520 45.000 TON | 156.00000 7020.00| 170.00000 7650.00| 220.00000 9900.00 ASPHALT FOR TACK COAT | | | 0016 601-01700 1.000 EACH| 1525.00000 1525.00| 1575.00000 1575.00| 1816.52000 1816.52 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0017 601-94689 12.000 EACH| 1825.00000 21900.00| 1875.00000 22500.00| 2137.08000 25644.96 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 1235.000 LFT | 9.80000 12103.00| 10.00000 12350.00| 9.62000 11880.70 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 608-04395 10.000 TON | 200.00000 2000.00| 40.00000 400.00| 90.00000 900.00 AGGREGATE FOR SHOULDER DRAINS | | | 0020 610-07487 1000.000 TON | 60.00000 60000.00| 65.00000 65000.00| 68.00000 68000.00 HMA FOR APPROACHES, TYPE B | | | 0021 615-06505 10.000 EACH| 500.00000 5000.00| 825.00000 8250.00| 427.42000 4274.20 MONUMENT, B | | | 0022 616-02320 100.000 SYS | 1.00000 100.00| 2.00000 200.00| 3.49000 349.00 GEOTEXTILES | | | 0023 616-06405 40.000 TON | 50.00000 2000.00| 45.00000 1800.00| 68.00000 2720.00 RIPRAP, REVETMENT | | | 0024 621-06570 50.000 CYS | 40.00000 2000.00| 50.00000 2500.00| 68.00000 3400.00 TOP SOIL | | | 0025 621-06574 40.000 SYS | 30.25000 1210.00| 36.00000 1440.00| 32.32000 1292.80 SODDING | | | 0026 715-05123 10.000 LFT | 176.00000 1760.00| 119.00000 1190.00| 230.00000 2300.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0027 715-05168 30.000 LFT | 100.00000 3000.00| 77.00000 2310.00| 180.00000 5400.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0028 715-46000 6.000 EACH| 400.00000 2400.00| 195.00000 1170.00| 500.00000 3000.00 PIPE END SECTION, 12 IN. | | | 0029 801-06203 5020.000 LFT | 0.15000 753.00| 0.40000 2008.00| 0.21000 1054.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0030 801-06207 2510.000 LFT | 0.80000 2008.00| 0.90000 2259.00| 1.72000 4317.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0031 801-06640 19.000 EACH| 65.00000 1235.00| 67.00000 1273.00| 69.46000 1319.74 CONSTRUCTION SIGN, A | | | 0032 801-06775 LUMP| 18254.47000 18254.47| 15000.00000 15000.00| 17000.00000 17000.00 MAINTAINING TRAFFIC | | | 0033 808-06712 4600.000 LFT | 0.10000 460.00| 0.11000 506.00| 0.11000 506.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,348,375.53 ROUTE : 75 CALL ORDER : 320 CONTRACT ID : RS-26548-A COUNTIES : HENDRICKS LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 31-4351261 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-06713 49284.000 LFT | 0.07000 3449.88| 0.07000 3449.88| 0.07000 3449.88 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0035 808-06714 18900.000 LFT | 0.10000 1890.00| 0.11000 2079.00| 0.11000 2079.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0036 808-75996 400.000 EACH| 3.25000 1300.00| 4.00000 1600.00| 7.11000 2844.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 974,000.00| $ 1,023,872.88| $ 1,035,998.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 974,000.00| $ 1,023,872.88| $ 1,035,998.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,348,375.53 ROUTE : 75 CALL ORDER : 320 CONTRACT ID : RS-26548-A COUNTIES : HENDRICKS LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2700.00000 2700.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 1900.00000 13300.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 68855.72000 68855.72| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 100.000 LFT | 5.25000 525.00| | GUARDRAIL, REMOVE | | | 0005 202-02271 6.000 EACH| 140.00000 840.00| | HEADWALL, REMOVE | | | 0006 202-60820 72000.000 SYS | 1.10000 79200.00| | SURFACE MILLING, ASPHALT | | | 0007 202-93741 8.000 EACH| 210.00000 1680.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0008 303-01180 4889.000 TON | 16.00000 78224.00| | COMPACTED AGGREGATE, 53 | | | 0009 304-07490 250.000 TON | 100.00000 25000.00| | HMA PATCHING, TYPE B | | | 0010 304-07508 2445.000 TON | 60.00000 146700.00| | WIDENING WITH QC/QA-HMA, 2, 64, BASE, | | | 25 mm | | | 0011 401-06264 LUMP| 6000.00000 6000.00| | PROFILOGRAPH, HMA | | | 0012 401-07321 7965.000 TON | 40.00000 318600.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 401-07371 8965.000 TON | 36.00000 322740.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0014 405-05517 21.000 TON | 230.00000 4830.00| | ASPHALT FOR PRIME COAT | | | 0015 406-05520 45.000 TON | 180.00000 8100.00| | ASPHALT FOR TACK COAT | | | 0016 601-01700 1.000 EACH| 1750.00000 1750.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0017 601-94689 12.000 EACH| 2050.00000 24600.00| | GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 1235.000 LFT | 9.40000 11609.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 608-04395 10.000 TON | 150.00000 1500.00| | AGGREGATE FOR SHOULDER DRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 320 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,348,375.53 ROUTE : 75 CALL ORDER : 320 CONTRACT ID : RS-26548-A COUNTIES : HENDRICKS LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-07487 1000.000 TON | 76.00000 76000.00| | HMA FOR APPROACHES, TYPE B | | | 0021 615-06505 10.000 EACH| 730.00000 7300.00| | MONUMENT, B | | | 0022 616-02320 100.000 SYS | 3.50000 350.00| | GEOTEXTILES | | | 0023 616-06405 40.000 TON | 60.00000 2400.00| | RIPRAP, REVETMENT | | | 0024 621-06570 50.000 CYS | 50.00000 2500.00| | TOP SOIL | | | 0025 621-06574 40.000 SYS | 32.00000 1280.00| | SODDING | | | 0026 715-05123 10.000 LFT | 150.00000 1500.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0027 715-05168 30.000 LFT | 94.00000 2820.00| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0028 715-46000 6.000 EACH| 250.00000 1500.00| | PIPE END SECTION, 12 IN. | | | 0029 801-06203 5020.000 LFT | 0.42000 2108.40| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0030 801-06207 2510.000 LFT | 1.10000 2761.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0031 801-06640 19.000 EACH| 68.00000 1292.00| | CONSTRUCTION SIGN, A | | | 0032 801-06775 LUMP| 40000.00000 40000.00| | MAINTAINING TRAFFIC | | | 0033 808-06712 4600.000 LFT | 0.11000 506.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0034 808-06713 49284.000 LFT | 0.07000 3449.88| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0035 808-06714 18900.000 LFT | 0.11000 2079.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0036 808-75996 400.000 EACH| 6.00000 2400.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,267,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,267,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,749.07 ROUTE : 47 CALL ORDER : 340 CONTRACT ID : RS-26572-A COUNTIES : BOONE HAMILTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/14/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 520600G SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 736,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 784,501.62 106.5898% 3 31-4351261 SHELLY & SANDS, INC. $ 838,662.54 113.9487% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 907,300.00 123.2744% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 31-4351261 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, 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| 4260.00000 4260.00| 2600.00000 2600.00| 4554.00000 4554.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2400.00000 7200.00| 2000.00000 6000.00| 1551.00000 4653.00 FIELD OFFICE, A | | | 0004 110-01001 LUMP| 31500.00000 31500.00| 17000.00000 17000.00| 12585.00000 12585.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-60820 93855.000 SYS | 0.70000 65698.50| 0.50000 46927.50| 0.60000 56313.00 SURFACE MILLING, ASPHALT | | | 0006 303-07449 2395.000 TON | 20.00000 47900.00| 10.00000 23950.00| 18.00000 43110.00 COMPACTED AGGREGATE, NO. 73 | | | 0007 304-07490 634.000 TON | 65.00000 41210.00| 85.00000 53890.00| 100.00000 63400.00 HMA PATCHING, TYPE B | | | 0008 305-98794 50.000 TON | 26.00000 1300.00| 33.00000 1650.00| 10.00000 500.00 COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0009 401-06264 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0010 401-07321 7690.000 TON | 30.75000 236467.50| 36.00000 276840.00| 37.25000 286452.50 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0011 401-07371 8790.000 TON | 26.50000 232935.00| 30.50000 268095.00| 30.00000 263700.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0012 406-05520 41.000 TON | 150.00000 6150.00| 170.00000 6970.00| 200.00000 8200.00 ASPHALT FOR TACK COAT | | | 0013 608-04396 3.000 EACH| 575.00000 1725.00| 1.00000 3.00| 820.00000 2460.00 SHOULDER DRAIN | | | 0014 610-07487 351.000 TON | 70.00000 24570.00| 110.00000 38610.00| 92.00000 32292.00 HMA FOR APPROACHES, TYPE B | | | 0015 615-06505 1.000 EACH| 600.00000 600.00| 1000.00000 1000.00| 530.00000 530.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,749.07 ROUTE : 47 CALL ORDER : 340 CONTRACT ID : RS-26572-A COUNTIES : BOONE HAMILTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 31-4351261 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 615-06520 2.000 EACH| 750.00000 1500.00| 635.00000 1270.00| 530.00000 1060.00 MONUMENT, RE-ESTABLISH | | | 0017 801-06203 6570.000 LFT | 0.07000 459.90| 0.40000 2628.00| 0.17000 1116.90 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0018 801-06207 3285.000 LFT | 1.25000 4106.25| 1.20000 3942.00| 2.02000 6635.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 36.000 EACH| 50.00000 1800.00| 48.00000 1728.00| 51.31000 1847.16 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 14144.57000 14144.57| 21000.00000 21000.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0021 808-06712 7354.000 LFT | 0.09000 661.86| 0.13000 956.02| 0.14000 1029.56 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06713 63839.000 LFT | 0.09000 5745.51| 0.07000 4468.73| 0.07000 4468.73 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 3674.000 LFT | 0.09000 330.66| 0.13000 477.62| 0.14000 514.36 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75297 48.000 LFT | 10.00000 480.00| 5.25000 252.00| 5.61000 269.28 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0025 808-75996 465.000 EACH| 4.85000 2255.25| 3.75000 1743.75| 6.39000 2971.35 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 736,000.00| $ 784,501.62| $ 838,662.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 736,000.00| $ 784,501.62| $ 838,662.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,749.07 ROUTE : 47 CALL ORDER : 340 CONTRACT ID : RS-26572-A COUNTIES : BOONE HAMILTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 3500.00000 3500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2200.00000 6600.00| | FIELD OFFICE, A | | | 0004 110-01001 LUMP| 47992.08000 47992.08| | MOBILIZATION AND DEMOBILIZATION | | | 0005 202-60820 93855.000 SYS | 0.55000 51620.25| | SURFACE MILLING, ASPHALT | | | 0006 303-07449 2395.000 TON | 18.00000 43110.00| | COMPACTED AGGREGATE, NO. 73 | | | 0007 304-07490 634.000 TON | 71.00000 45014.00| | HMA PATCHING, TYPE B | | | 0008 305-98794 50.000 TON | 55.00000 2750.00| | COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0009 401-06264 LUMP| 6000.00000 6000.00| | PROFILOGRAPH, HMA | | | 0010 401-07321 7690.000 TON | 40.00000 307600.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0011 401-07371 8790.000 TON | 35.00000 307650.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0012 406-05520 41.000 TON | 180.00000 7380.00| | ASPHALT FOR TACK COAT | | | 0013 608-04396 3.000 EACH| 380.00000 1140.00| | SHOULDER DRAIN | | | 0014 610-07487 351.000 TON | 100.00000 35100.00| | HMA FOR APPROACHES, TYPE B | | | 0015 615-06505 1.000 EACH| 1200.00000 1200.00| | MONUMENT, B | | | 0016 615-06520 2.000 EACH| 520.00000 1040.00| | MONUMENT, RE-ESTABLISH | | | 0017 801-06203 6570.000 LFT | 0.34000 2233.80| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0018 801-06207 3285.000 LFT | 1.10000 3613.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 36.000 EACH| 50.00000 1800.00| | CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 23000.00000 23000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 340 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,033,749.07 ROUTE : 47 CALL ORDER : 340 CONTRACT ID : RS-26572-A COUNTIES : BOONE HAMILTON LETTING DATE : 11/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 808-06712 7354.000 LFT | 0.13000 956.02| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06713 63839.000 LFT | 0.07000 4468.73| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 3674.000 LFT | 0.13000 477.62| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75297 48.000 LFT | 5.50000 264.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0025 808-75996 465.000 EACH| 6.00000 2790.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 907,300.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 907,300.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 920,531.16 ROUTE : 127 CALL ORDER : 360 CONTRACT ID : RS-26578-A COUNTIES : STEUBEN LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/27/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3976003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 382,000.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 456,656.13 119.5434% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 550,838.30 144.1985% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1185040 |E & B PAVING, INC. |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 1500.00000 1500.00| 2860.00000 2860.00| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 500.00000 2000.00| 1475.00000 5900.00| 1800.00000 7200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 19100.00000 19100.00| 22800.00000 22800.00| 28500.00000 28500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 90083.000 SYS | 0.52000 46843.16| 0.41000 36934.03| 0.80000 72066.40 SURFACE MILLING, ASPHALT | | | 0005 401-07329 7558.000 TON | 33.00000 249414.00| 32.85000 248280.30| 43.00000 324994.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0006 402-07452 87.000 TON | 33.00000 2871.00| 35.60000 3097.20| 43.00000 3741.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0007 406-05520 23.300 TON | 140.00000 3262.00| 170.00000 3961.00| 225.00000 5242.50 ASPHALT FOR TACK COAT | | | 0008 720-44000 3.000 EACH| 100.00000 300.00| 395.00000 1185.00| 300.00000 900.00 CASTING, ADJUST TO GRADE | | | 0009 801-06203 43052.000 LFT | 0.08000 3444.16| 0.11000 4735.72| 0.10000 4305.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0010 801-06207 43052.000 LFT | 0.01000 430.52| 0.72000 30997.44| 0.80000 34441.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0011 801-06640 36.000 EACH| 80.00000 2880.00| 150.00000 5400.00| 80.00000 2880.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 20000.00000 20000.00| 49890.00000 49890.00| 14000.00000 14000.00 MAINTAINING TRAFFIC | | | 0013 805-78470 2749.000 LFT | 0.20000 549.80| 0.20000 549.80| 0.25000 687.25 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0014 805-78795 899.000 LFT | 4.45000 4000.55| 4.45000 4000.55| 9.00000 8091.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 920,531.16 ROUTE : 127 CALL ORDER : 360 CONTRACT ID : RS-26578-A COUNTIES : STEUBEN LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1185040 |E & B PAVING, INC. |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06695 40.000 LFT | 1.00000 40.00| 3.50000 140.00| 3.50000 140.00 LINE, PAINT, SOLID, WHITE, 5 IN. | | | 0016 808-06701 10777.000 LFT | 0.01000 107.77| 0.11000 1185.47| 0.11000 1185.47 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0017 808-06703 5855.000 LFT | 0.01000 58.55| 0.11000 644.05| 0.11000 644.05 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0018 808-74815 253.000 LFT | 1.00000 253.00| 0.34000 86.02| 0.34000 86.02 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 12 IN. | | | 0019 808-75240 15490.000 LFT | 0.01000 154.90| 0.11000 1703.90| 0.11000 1703.90 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0020 808-75245 41208.000 LFT | 0.01000 412.08| 0.11000 4532.88| 0.11000 4532.88 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0021 808-75297 700.000 LFT | 4.00000 2800.00| 5.00000 3500.00| 5.00000 3500.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-75320 45.000 EACH| 50.00000 2250.00| 60.00000 2700.00| 60.00000 2700.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0023 808-75325 45.000 EACH| 75.00000 3375.00| 80.00000 3600.00| 80.00000 3600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0024 808-75340 2.000 EACH| 518.05000 1036.10| 1000.00000 2000.00| 1000.00000 2000.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0025 808-75996 600.000 EACH| 3.25000 1950.00| 3.28000 1968.00| 3.00000 1800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-92027 3270.000 LFT | 1.50000 4905.00| 2.00000 6540.00| 2.00000 6540.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0027 808-96016 14703.000 LFT | 0.01000 147.03| 0.01000 147.03| 0.01000 147.03 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0028 610-07487 134.000 TON | 59.07000 7915.38| 54.61000 7317.74| 65.00000 8710.00 HMA FOR APPROACHES, TYPE B | | | SECTION TOTALS | $ 382,000.00| $ 456,656.13| $ 550,838.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 382,000.00| $ 456,656.13| $ 550,838.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,772,595.00 ROUTE : SR 120 CALL ORDER : 380 CONTRACT ID : RS-26579-A COUNTIES : STEUBEN LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5476007 200000X SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,128,766.73 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,301,775.95 115.3272% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,450,192.33 128.4758% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1185040 |E & B PAVING, INC. |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 9.000 MOS | 1547.00000 13923.00| 1250.00000 11250.00| 2000.00000 18000.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 56000.00000 56000.00| 65000.00000 65000.00| 72500.00000 72500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 158700.000 SYS | 0.31000 49197.00| 0.38000 60306.00| 0.22000 34914.00 SURFACE MILLING, ASPHALT | | | 0004 202-93741 3.000 EACH| 200.00000 600.00| 200.00000 600.00| 500.00000 1500.00 GUARD RAIL END TREATMENT, REMOVE | | | 0005 301-07448 12600.000 TON | 5.00000 63000.00| 9.28000 116928.00| 12.60000 158760.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0007 304-07508 9200.000 TON | 28.00000 257600.00| 22.49000 206908.00| 32.00000 294400.00 WIDENING WITH QC/QA-HMA, 2, 64, BASE, | | | 25 mm | | | 0008 401-07321 15150.000 TON | 28.00000 424200.00| 27.93000 423139.50| 34.00000 515100.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0010 406-05520 50.000 TON | 100.00000 5000.00| 175.00000 8750.00| 225.00000 11250.00 ASPHALT FOR TACK COAT | | | 0011 601-94689 3.000 EACH| 3726.92000 11180.76| 2400.00000 7200.00| 2600.00000 7800.00 GUARDRAIL END TREATMENT, OS | | | 0012 610-07486 1475.000 TON | 40.00000 59000.00| 43.70000 64457.50| 55.00000 81125.00 HMA FOR APPROACHES, TYPE A | | | 0013 615-06520 1.000 EACH| 225.00000 225.00| 265.25000 265.25| 550.00000 550.00 MONUMENT, RE-ESTABLISH | | | 0014 801-06203 5069.000 LFT | 0.20000 1013.80| 0.12000 608.28| 0.20000 1013.80 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0015 801-06207 5069.000 LFT | 1.00000 5069.00| 0.72000 3649.68| 0.90000 4562.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,772,595.00 ROUTE : SR 120 CALL ORDER : 380 CONTRACT ID : RS-26579-A COUNTIES : STEUBEN LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1185040 |E & B PAVING, INC. |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06640 50.000 EACH| 85.00000 4250.00| 150.00000 7500.00| 94.00000 4700.00 CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 47450.00000 47450.00| 192300.00000 192300.00| 32000.00000 32000.00 MAINTAINING TRAFFIC | | | 0018 808-06713 99366.000 LFT | 0.09000 8942.94| 0.09000 8942.94| 0.10000 9936.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-75240 7882.000 LFT | 0.26000 2049.32| 0.26000 2049.32| 0.26000 2049.32 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0020 808-75245 52166.000 LFT | 0.26000 13563.16| 0.26000 13563.16| 0.26000 13563.16 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0023 715-05168 52.000 LFT | 41.63000 2164.76| 27.86000 1448.72| 65.00000 3380.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0024 715-46000 4.000 EACH| 108.75000 435.00| 388.50000 1554.00| 225.00000 900.00 PIPE END SECTION, 12 IN. | | | 0025 715-05596 12.000 LFT | 83.22000 998.64| 65.45000 785.40| 125.00000 1500.00 PIPE EXTENSION, CIRCULAR, 18 IN. , | | | NON-REINFORCED CONCRETE CLASS III | | | 0026 802-91122 2.000 EACH| 289.00000 578.00| 106.55000 213.10| 75.00000 150.00 SIGN, GROUND MOUNTED, RESET | | | 0027 621-06559 2660.000 SYS | 1.26000 3351.60| 1.26000 3351.60| 1.26000 3351.60 MULCHED SEEDING, R | | | 0028 715-46010 1.000 EACH| 149.75000 149.75| 415.00000 415.00| 250.00000 250.00 PIPE END SECTION, 18 IN. | | | 0029 203-90014 8.550 STA | 1500.00000 12825.00| 390.00000 3334.50| 285.00000 2436.75 LINEAR GRADING | | | 0030 303-52308 13000.000 TON | 5.00000 65000.00| 5.00000 65000.00| 9.50000 123500.00 COMPACTED AGGREGATE, O, 53 | | | 0031 304-07490 600.000 TON | 35.00000 21000.00| 53.76000 32256.00| 85.00000 51000.00 HMA PATCHING, TYPE B | | | SECTION TOTALS | $ 1,128,766.73| $ 1,301,775.95| $ 1,450,192.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,128,766.73| $ 1,301,775.95| $ 1,450,192.33 ====================================================================================================================================