INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : STATE ROAD 44 CALL ORDER : 111 CONTRACT ID : R -24559-A COUNTIES : JOHNSON LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0683005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1991044 JOHNSON COMPANY INC. $ 163,362.60 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 184,927.40 113.2005% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 199,258.60 121.9732% 4 35-1609544 SCHUTT-LOOKABILL CO $ 208,586.44 127.6831% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 216,400.00 132.4660% 6 35-1673827 HENDERSON, H.E., INC. $ 352,487.54 215.7700% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 117 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,062,495.32 ROUTE : 66 CALL ORDER : 117 CONTRACT ID : R -24745-B COUNTIES : WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 250 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0065001 0065001 0065001 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057095 BLANKENBERGER BROTHERS $ 17,845,642.42 100.0000% 2 35-1139301 E & B PAVING, INC. $ 17,950,950.17 100.5901% ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1139301 | |BLANKENBERGER BROTHERS |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 UTILITY RELOCATION, WATER MAIN | | | 0001 105-06845 LUMP| 230000.00000 230000.00| 266382.52000 266382.52| CONSTRUCTION ENGINEERING | | | 0002 105-07040 30.000 MOS | 2100.00000 63000.00| 2035.14000 61054.20| FIELD OFFICE, C | | | 0003 108-01614 LUMP| 15000.00000 15000.00| 20330.00000 20330.00| PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 892000.00000 892000.00| 897547.51000 897547.51| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 352000.00000 352000.00| 359019.00000 359019.00| CLEARING RIGHT OF WAY | | | 0006 202-01261 15.000 EACH| 10.00000 150.00| 510.00000 7650.00| TESTING FOR ASBESTOS | | | 0007 202-02240 30750.000 m2 | 6.00000 184500.00| 4.81000 147907.50| PAVEMENT, REMOVE | | | 0008 202-02241 390.200 m | 10.50000 4097.10| 10.20000 3980.04| GUARDRAIL, REMOVE | | | 0009 202-02272 550.000 m | 23.00000 12650.00| 5.00000 2750.00| PAVED SIDE DITCH, REMOVE | | | 0010 202-02273 70.000 m2 | 19.00000 1330.00| 25.00000 1750.00| CENTER CURB, CONCRETE, REMOVE | | | 0011 202-02278 355.000 m | 8.50000 3017.50| 7.00000 2485.00| CURB, CONCRETE, REMOVE | | | 0012 202-02279 727.000 m | 8.50000 6179.50| 6.00000 4362.00| CURB AND GUTTER, REMOVE | | | 0013 202-03000 LUMP| 3300.00000 3300.00| 1.00000 1.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 47 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 117 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,062,495.32 ROUTE : 66 CALL ORDER : 117 CONTRACT ID : R -24745-B COUNTIES : WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1139301 | |BLANKENBERGER BROTHERS |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-03000 LUMP| 1650.00000 1650.00| 1.00000 1.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 59 | | | 0015 202-03000 LUMP| 3300.00000 3300.00| 1.00000 1.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 73 | | | 0016 202-03000 LUMP| 10.00000 10.00| 1.00000 1.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 82 | | | 0017 202-03000 LUMP| 500.00000 500.00| 1.00000 1.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 85 | | | 0018 202-03000 LUMP| 500.00000 500.00| 1.00000 1.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 90 | | | 0019 202-03000 LUMP| 12000.00000 12000.00| 9690.00000 9690.00| HOUSES AND BUILDINGS, REMOVE Parcel No. | | | 17 | | | 0020 202-03000 LUMP| 11000.00000 11000.00| 4998.00000 4998.00| HOUSES AND BUILDINGS, REMOVE Parcel No. | | | 2 | | | 0021 202-03000 LUMP| 11000.00000 11000.00| 12648.00000 12648.00| HOUSES AND BUILDINGS, REMOVE Parcel No. | | | 49 | | | 0022 202-52710 781.000 m2 | 7.00000 5467.00| 3.50000 2733.50| SIDEWALK, CONCRETE, REMOVE | | | 0023 202-74050 4.000 EACH| 500.00000 2000.00| 575.28000 2301.12| SIGN, OVERHEAD, REMOVE | | | 0024 202-78515 LUMP| 9500.00000 9500.00| 9277.92000 9277.92| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0025 202-85996 10.000 EACH| 400.00000 4000.00| 391.68000 3916.80| LIGHT STANDARD AND MAST ARM, REMOVE | | | 0026 203-02000 89157.000 m3 | 3.67000 327206.19| 12.50000 1114462.50| EXCAVATION, COMMON | | | 0027 203-02070 79294.000 m3 | 6.30000 499552.20| 5.50000 436117.00| BORROW | | | 0028 203-02235 4884.000 m2 | 0.65000 3174.60| 0.55000 2686.20| BREAKING PAVEMENT | | | 0029 203-95673 2406.000 m3 | 20.00000 48120.00| 21.22000 51055.32| BACKFILL, GRANULAR , FILL SAND OR | | | B-BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 117 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,062,495.32 ROUTE : 66 CALL ORDER : 117 CONTRACT ID : R -24745-B COUNTIES : WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1139301 | |BLANKENBERGER BROTHERS |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 203-95673 40.000 m3 | 31.00000 1240.00| 27.95000 1118.00| BACKFILL, GRANULAR , NO. 2 COARSE | | | AGGREGATE | | | 0031 205-06931 874.000 Mg | 32.00000 27968.00| 22.00000 19228.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0032 205-06932 1149.000 m | 8.00000 9192.00| 10.05000 11547.45| TEMPORARY CHECK DAM, STRAW BALES | | | 0033 205-06933 45.000 EACH| 60.00000 2700.00| 56.10000 2524.50| TEMPORARY DITCH INLET PROTECTION | | | 0034 205-06937 1940.000 m | 5.00000 9700.00| 5.05000 9797.00| TEMPORARY SILT FENCE | | | 0035 207-07498 118175.000 m2 | 2.00000 236350.00| 3.83000 452610.25| SUBGRADE TREATMENT, TYPE A | | | 0036 210-07264 2585.000 kg | 6.50000 16802.50| 6.94000 17939.90| FITTINGS | | | 0037 210-07314 735.000 m | 40.00000 29400.00| 55.79000 41005.65| FORCE MAIN , 200 mm | | | 0038 210-07314 735.000 m | 0.25000 183.75| 0.41000 301.35| FORCE MAIN , LOCATION WIRE | | | 0039 210-07739 28.000 EACH| 85.00000 2380.00| 56.10000 1570.80| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0040 211-02050 473.000 m3 | 19.50000 9223.50| 24.00000 11352.00| B BORROW | | | 0041 211-07454 12786.900 m3 | 19.50000 249344.55| 24.18000 309187.24| STRUCTURE BACKFILL | | | 0042 213-52830 106.000 m3 | 95.00000 10070.00| 87.72000 9298.32| FLOWABLE MORTAR | | | 0043 301-07448 10759.600 Mg | 23.50000 252850.60| 16.39000 176349.84| COMPACTED AGGREGATE, NO. 53, BASE | | | 0044 302-06464 35593.000 m3 | 47.90000 1704904.70| 36.55000 1300924.15| SUBBASE FOR PCCP | | | 0045 303-01180 6945.400 Mg | 22.00000 152798.80| 17.00000 118071.80| COMPACTED AGGREGATE, NO. 53 | | | 0046 303-04853 22.000 Mg | 40.00000 880.00| 23.87000 525.14| COMPACTED AGGREGATE FOR SURFACE | | | 0047 303-07449 212.200 Mg | 26.00000 5517.20| 20.00000 4244.00| COMPACTED AGGREGATE, NO. 73 | | | 0048 304-07489 12.000 Mg | 260.00000 3120.00| 304.30000 3651.60| HMA PATCHING, TYPE A | | | 0049 401-06264 LUMP| 3000.00000 3000.00| 2201.47000 2201.47| PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 117 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,062,495.32 ROUTE : 66 CALL ORDER : 117 CONTRACT ID : R -24745-B COUNTIES : WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1139301 | |BLANKENBERGER BROTHERS |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 401-07328 1896.500 Mg | 60.00000 113790.00| 62.30000 118151.95| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0051 401-07398 3021.000 Mg | 46.00000 138966.00| 46.33000 139962.93| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0052 401-07408 13960.500 Mg | 44.00000 614262.00| 41.34000 577127.07| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0053 404-05511 1828.000 m2 | 3.15000 5758.20| 3.22000 5886.16| SEAL COAT, 2 | | | 0054 405-05517 26.600 Mg | 350.00000 9310.00| 358.64000 9539.82| ASPHALT FOR PRIME COAT | | | 0055 406-05520 16.520 Mg | 225.00000 3717.00| 224.12000 3702.46| ASPHALT FOR TACK COAT | | | 0056 501-05240 25331.000 m | 23.00000 582613.00| 23.40000 592745.40| CONTRACTION JOINT, D1 | | | 0057 501-06266 LUMP| 10000.00000 10000.00| 11523.24000 11523.24| PROFILOGRAPH, PCCP | | | 0058 501-06323 149099.000 m2 | 34.00000 5069366.00| 32.00000 4771168.00| QC/QA-PCCP, 300 mm | | | 0059 601-06228 2.000 EACH| 62000.00000 124000.00| 59313.00000 118626.00| IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0060 601-07023 2.000 EACH| 5600.00000 11200.00| 5406.00000 10812.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0061 601-94689 3.000 EACH| 2300.00000 6900.00| 2244.00000 6732.00| GUARDRAIL END TREATMENT, OS | | | 0062 601-99105 150.495 m | 34.00000 5116.83| 32.64000 4912.16| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0063 602-01064 265.000 m | 125.00000 33125.00| 173.47000 45969.55| BARRIER, CONCRETE | | | 0064 602-06646 230.000 m | 125.00000 28750.00| 100.00000 23000.00| TEMPORARY CONCRETE BARRIER | | | 0065 603-06040 3515.000 m | 13.75000 48331.25| 13.36000 46960.40| FENCE, FARM FIELD, 1190 mm | | | 0066 604-06069 63.200 m2 | 40.00000 2528.00| 35.70000 2256.24| CURB RAMP, CONCRETE | | | 0067 604-06070 529.700 m2 | 30.00000 15891.00| 24.99000 13237.20| SIDEWALK, CONCRETE | | | 0068 605-06090 6596.000 m | 18.00000 118728.00| 16.73000 110351.08| CURB, INTEGRAL, CONCRETE | | | 0069 605-06095 3302.000 m | 18.50000 61087.00| 16.73000 55242.46| CURB, INTEGRAL, B, CONCRETE | | | 0070 605-06120 366.200 m | 45.00000 16479.00| 40.16000 14706.59| CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 117 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,062,495.32 ROUTE : 66 CALL ORDER : 117 CONTRACT ID : R -24745-B COUNTIES : WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1139301 | |BLANKENBERGER BROTHERS |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 605-06155 1135.700 m | 38.00000 43156.60| 30.12000 34207.28| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0072 605-06205 584.500 m | 85.00000 49682.50| 100.39000 58677.96| CENTER CURB, B, CONCRETE | | | 0073 605-06215 1251.000 m | 85.00000 106335.00| 83.66000 104658.66| CENTER CURB, D, CONCRETE | | | 0074 605-97937 27.100 m | 38.00000 1029.80| 40.80000 1105.68| CURB AND GUTTER, CONCRETE, ROLL | | | 0075 607-06175 2.500 m | 43.00000 107.50| 63.24000 158.10| GUTTER, CONCRETE | | | 0076 607-06175 86.000 m | 54.00000 4644.00| 63.24000 5438.64| GUTTER, CONCRETE MODIFIED | | | 0077 610-07486 2001.300 Mg | 63.00000 126081.90| 72.28000 144653.96| HMA FOR APPROACHES, TYPE A | | | 0078 611-05330 4077.000 m2 | 40.00000 163080.00| 34.68000 141390.36| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0079 611-91761 1.000 EACH| 10000.00000 10000.00| 10000.00000 10000.00| TEMPORARY CROSSOVER, A | | | 0080 615-06490 118.000 EACH| 115.00000 13570.00| 112.20000 13239.60| RIGHT OF WAY MARKER | | | 0081 615-06505 23.000 EACH| 380.00000 8740.00| 367.20000 8445.60| MONUMENT, B | | | 0082 615-06515 14.000 EACH| 95.00000 1330.00| 91.80000 1285.20| MONUMENT, D | | | 0083 615-06527 8.000 EACH| 250.00000 2000.00| 244.80000 1958.40| MONUMENT, SECTION CORNER | | | 0084 615-06530 5.000 EACH| 725.00000 3625.00| 703.80000 3519.00| POST, BENCHMARK | | | 0085 616-02320 21289.100 m2 | 1.40000 29804.74| 2.00000 42578.20| GEOTEXTILES | | | 0086 616-05688 86.300 Mg | 23.00000 1984.90| 22.00000 1898.60| RIPRAP, CLASS 1 | | | 0087 616-05689 675.300 Mg | 23.00000 15531.90| 22.00000 14856.60| RIPRAP, CLASS 2 | | | 0088 616-06405 19156.500 Mg | 23.00000 440599.50| 22.00000 421443.00| RIPRAP, REVETMENT | | | 0089 616-06811 50.000 m3 | 50.00000 2500.00| 45.00000 2250.00| RIPRAP , REVETMENT | | | 0090 621-01004 2.000 EACH| 700.00000 1400.00| 673.20000 1346.40| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 117 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,062,495.32 ROUTE : 66 CALL ORDER : 117 CONTRACT ID : R -24745-B COUNTIES : WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1139301 | |BLANKENBERGER BROTHERS |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 621-04317 21156.000 m2 | 0.40000 8462.40| 0.38000 8039.28| MULCHED SEEDING | | | 0092 621-06545 11.700 Mg | 560.00000 6552.00| 545.70000 6384.69| FERTILIZER | | | 0093 621-06548 143.000 kg | 63.00000 9009.00| 60.79000 8692.97| SEED MIXTURE, CV | | | 0094 621-06553 2470.000 kg | 6.00000 14820.00| 5.61000 13856.70| SEED MIXTURE, R | | | 0095 621-06557 1170.000 kg | 5.50000 6435.00| 5.15000 6025.50| SEED MIXTURE, T | | | 0096 621-06565 58.500 Mg | 450.00000 26325.00| 433.50000 25359.75| MULCHING MATERIAL | | | 0097 621-06567 554.000 kL | 0.50000 277.00| 0.51000 282.54| WATER | | | 0098 621-06574 6900.000 m2 | 3.50000 24150.00| 3.37000 23253.00| SODDING | | | 0099 621-06575 23672.000 m2 | 3.50000 82852.00| 3.37000 79774.64| SODDING, NURSERY | | | 0100 701-01406 28.000 EACH| 350.00000 9800.00| 392.70000 10995.60| SAMPLING AND TESTING ANALYSIS , | | | BACTERIOLOGICAL | | | 0101 702-51015 17.500 m3 | 315.00000 5512.50| 100.00000 1750.00| CONCRETE, B, FOOTINGS | | | 0102 702-52376 18.500 m3 | 510.00000 9435.00| 800.00000 14800.00| CONCRETE, C, STRUCTURES | | | 0103 702-76240 678.000 m3 | 160.00000 108480.00| 10.00000 6780.00| CONCRETE PAVEMENT RESTORATION | | | 0104 702-90915 3.100 m3 | 560.00000 1736.00| 400.00000 1240.00| CONCRETE, A | | | 0105 703-51030 2521.000 kg | 1.40000 3529.40| 1.70000 4285.70| REINFORCING STEEL | | | 0106 703-51032 1445.000 kg | 2.09000 3020.05| 1.90000 2745.50| REINFORCING STEEL, EPOXY COATED | | | 0107 706-51020 17.700 m3 | 315.00000 5575.50| 395.00000 6991.50| CONCRETE, C, RAILING | | | 0108 714-06610 52.500 m | 3400.00000 178500.00| 3450.59000 181155.98| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6000 mm X 1200 mm | | | 0109 714-06660 69.100 m2 | 390.00000 26949.00| 357.14000 24678.37| WINGWALL | | | 0110 714-07666 47.000 m | 4400.00000 206800.00| 4053.24000 190502.28| CULVERT, PRECAST, REINFORCED CONCRETE, | | | 6000 mm X 2400 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 117 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,062,495.32 ROUTE : 66 CALL ORDER : 117 CONTRACT ID : R -24745-B COUNTIES : WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1139301 | |BLANKENBERGER BROTHERS |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 714-26708 61.500 m | 1350.00000 83025.00| 1291.82000 79446.93| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0112 714-26725 87.000 m | 2300.00000 200100.00| 2042.74000 177718.38| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm | | | 0113 715-02876 132.000 m | 20.00000 2640.00| 44.06000 5815.92| GRANULAR BACKFILL | | | 0114 715-03584 2.000 EACH| 360.00000 720.00| 450.00000 900.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0115 715-04612 268.000 m | 44.00000 11792.00| 57.12000 15308.16| PIPE HDPE, DR 11, 100 mm | | | 0116 715-04612 67.000 m | 53.00000 3551.00| 60.18000 4032.06| PIPE HDPE, DR 11. 150 mm | | | 0117 715-04629 3.000 EACH| 30.00000 90.00| 576.30000 1728.90| PIPE , 100 mm, ABANDONMENT | | | 0118 715-04629 10.000 EACH| 35.00000 350.00| 596.70000 5967.00| PIPE , 150 mm, ABANDONMENT | | | 0119 715-04629 4.000 EACH| 45.00000 180.00| 657.90000 2631.60| PIPE , 200 mm, ABANDONMENT | | | 0120 715-04629 2.000 EACH| 65.00000 130.00| 749.70000 1499.40| PIPE , 250 mm, ABANDONMENT | | | 0121 715-04799 2.000 EACH| 2900.00000 5800.00| 3400.00000 6800.00| SAFETY METAL END SECTION, 4:1, 1500 mm | | | X 950 mm (MIN. AREA 1.2 m2) | | | 0122 715-05019 25.000 m | 205.00000 5125.00| 200.00000 5000.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0123 715-05024 5.900 m | 250.00000 1475.00| 200.00000 1180.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0124 715-05048 17394.000 m | 8.20000 142630.80| 8.36000 145413.84| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0125 715-05053 608.000 m | 26.00000 15808.00| 30.60000 18604.80| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0126 715-05119 110.500 m | 73.00000 8066.50| 70.00000 7735.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0127 715-05121 23.500 m | 90.00000 2115.00| 100.00000 2350.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0128 715-05125 19.500 m | 165.00000 3217.50| 140.00000 2730.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0129 715-05149 3367.700 m | 72.00000 242474.40| 62.00000 208797.40| PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 117 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,062,495.32 ROUTE : 66 CALL ORDER : 117 CONTRACT ID : R -24745-B COUNTIES : WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1139301 | |BLANKENBERGER BROTHERS |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 715-05151 1833.700 m | 80.00000 146696.00| 70.00000 128359.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0131 715-05152 1371.600 m | 83.00000 113842.80| 80.00000 109728.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0132 715-05153 254.800 m | 113.00000 28792.40| 100.00000 25480.00| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0133 715-05154 776.600 m | 115.00000 89309.00| 112.00000 86979.20| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0134 715-05156 301.300 m | 132.00000 39771.60| 140.00000 42182.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0135 715-05161 19.700 m | 255.00000 5023.50| 325.00000 6402.50| PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0136 715-05162 6.600 m | 335.00000 2211.00| 375.00000 2475.00| PIPE, TYPE 2, CIRCULAR, 1350 mm | | | 0137 715-05169 95.000 m | 86.00000 8170.00| 70.00000 6650.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0138 715-05233 71.600 m | 140.00000 10024.00| 160.00000 11456.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0139 715-05245 14.500 m | 336.00000 4872.00| 350.00000 5075.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0140 715-05373 12.000 m | 305.00000 3660.00| 280.00000 3360.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.82 | | | m2 | | | 0141 715-05408 106.000 m | 50.00000 5300.00| 155.04000 16434.24| PIPE, SANITARY SEWER, 200 mm | | | 0142 715-05411 97.000 m | 69.00000 6693.00| 187.68000 18204.96| PIPE, SANITARY SEWER, 300 mm | | | 0143 715-05422 45.000 m | 325.00000 14625.00| 225.00000 10125.00| PIPE, SLOTTED DRAIN, 300 mm | | | 0144 715-05595 5.500 m | 83.00000 456.50| 100.00000 550.00| PIPE EXTENSION, CIRCULAR, 375 mm CMP | | | 0145 715-05595 20.500 m | 80.00000 1640.00| 100.00000 2050.00| PIPE EXTENSION, CIRCULAR, 375 mm RCP | | | 0146 715-05711 1.000 m | 380.00000 380.00| 114.24000 114.24| PIPE, SANITARY SEWER, 150 mm , LATERALS | | | 0147 715-05756 10.000 m | 82.00000 820.00| 100.00000 1000.00| PIPE EXTENSION, CIRCULAR, 300 mm CMP | | | 0148 715-05756 5.500 m | 87.00000 478.50| 100.00000 550.00| PIPE EXTENSION, CIRCULAR, 300 mm PVC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 117 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,062,495.32 ROUTE : 66 CALL ORDER : 117 CONTRACT ID : R -24745-B COUNTIES : WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1139301 | |BLANKENBERGER BROTHERS |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 715-06696 277.000 m | 63.00000 17451.00| 82.62000 22885.74| PIPE, PVC, 250 mm , WATER MAIN 0-1.5 m | | | 0150 715-06696 16.000 m | 66.00000 1056.00| 94.86000 1517.76| PIPE, PVC, 250 mm , WATER MAIN, 1.5-2.4 | | | m | | | 0151 715-06696 11.000 m | 68.00000 748.00| 108.12000 1189.32| PIPE, PVC, 250 mm , WATER MAIN, 2.4-3.0 | | | m | | | 0152 715-06696 15.000 m | 70.00000 1050.00| 126.48000 1897.20| PIPE, PVC, 250 mm , WATER MAIN, 3.0 m | | | 0153 715-07029 8.000 EACH| 1390.00000 11120.00| 1500.00000 12000.00| SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.31 m2 770 mm X 490 mm | | | 0154 715-07030 2.000 EACH| 2265.00000 4530.00| 2450.00000 4900.00| SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.82 m2 1250 mm X 795 mm | | | 0155 715-46000 5.000 EACH| 125.00000 625.00| 200.00000 1000.00| PIPE END SECTION, 300 mm | | | 0156 715-46005 22.000 EACH| 160.00000 3520.00| 220.00000 4840.00| PIPE END SECTION, 375 mm | | | 0157 715-46010 2.000 EACH| 195.00000 390.00| 260.00000 520.00| PIPE END SECTION, 450 mm | | | 0158 715-46015 1.000 EACH| 225.00000 225.00| 280.00000 280.00| PIPE END SECTION, 525 mm | | | 0159 715-46020 2.000 EACH| 280.00000 560.00| 300.00000 600.00| PIPE END SECTION, 600 mm | | | 0160 715-46030 4.000 EACH| 400.00000 1600.00| 405.00000 1620.00| PIPE END SECTION, 750 mm | | | 0161 715-46040 2.000 EACH| 560.00000 1120.00| 540.00000 1080.00| PIPE END SECTION, 900 mm | | | 0162 715-91361 33.000 m | 65.00000 2145.00| 74.46000 2457.18| PIPE, PVC, 150 mm , WATER MAIN, 1.5-2.4 | | | m | | | 0163 715-91361 1688.000 m | 60.00000 101280.00| 70.38000 118801.44| PIPE, PVC, 150 mm , WATER MAIN, O-1.5 m | | | 0164 715-92037 300.000 m | 55.00000 16500.00| 63.24000 18972.00| PIPE, PVC, 100 mm , WATER MAIN, 0-1.5 m | | | 0165 715-92037 15.000 m | 56.00000 840.00| 69.36000 1040.40| PIPE, PVC, 100 mm , WATER MAIN, 1.5-2.4 | | | m | | | 0166 715-92537 1629.000 m | 66.00000 107514.00| 77.52000 126280.08| PIPE, PVC, 200 mm , WATER MAIN, 0-1.5 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 117 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,062,495.32 ROUTE : 66 CALL ORDER : 117 CONTRACT ID : R -24745-B COUNTIES : WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1139301 | |BLANKENBERGER BROTHERS |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0167 715-92537 42.000 m | 68.00000 2856.00| 83.64000 3512.88| PIPE, PVC, 200 mm , WATER MAIN, 1.5-2.4 | | | m | | | 0168 716-98960 19.000 m | 188.00000 3572.00| 189.72000 3604.68| CASING, STEEL , 0.4 M | | | 0169 716-98960 95.000 m | 375.00000 35625.00| 394.74000 37500.30| CASING, STEEL AND CARRIER, 400 mm, BORE | | | AND JACK | | | 0170 716-98960 220.000 m | 150.00000 33000.00| 185.64000 40840.80| CASING, STEEL AND CARRIER, 400 mm, | | | OPEN-CUT | | | 0171 716-98960 92.000 m | 375.00000 34500.00| 434.52000 39975.84| CASING, STEEL AND CARRIER, 450 mm, BORE | | | AND JACK | | | 0172 716-98960 67.000 m | 165.00000 11055.00| 197.88000 13257.96| CASING, STEEL AND CARRIER, 450 mm, | | | OPEN-CUT | | | 0173 718-06528 48.000 EACH| 525.00000 25200.00| 535.50000 25704.00| OUTLET PROTECTOR, 1 | | | 0174 718-06531 4.000 EACH| 500.00000 2000.00| 459.00000 1836.00| OUTLET PROTECTOR, 3 | | | 0175 718-06532 2000.000 m | 3.25000 6500.00| 3.06000 6120.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0176 718-52610 3250.000 m3 | 41.00000 133250.00| 43.86000 142545.00| AGGREGATE FOR UNDERDRAINS | | | 0177 718-99153 36480.000 m2 | 1.00000 36480.00| 0.82000 29913.60| GEOTEXTILES FOR UNDERDRAIN | | | 0178 720-03194 5.000 EACH| 2200.00000 11000.00| 2891.70000 14458.50| MANHOLE , 4 FT. DIA. | | | 0179 720-03194 1.000 EACH| 450.00000 450.00| 1519.80000 1519.80| MANHOLE , REMOVE | | | 0180 720-44000 10.000 EACH| 190.00000 1900.00| 215.00000 2150.00| CASTING, ADJUST TO GRADE | | | 0181 720-44296 2.000 EACH| 375.00000 750.00| 350.00000 700.00| CAP INLET | | | 0182 720-45035 3.000 EACH| 1180.00000 3540.00| 1200.00000 3600.00| INLET, F7 | | | 0183 720-45040 1.000 EACH| 2570.00000 2570.00| 2100.00000 2100.00| INLET, G7 | | | 0184 720-45045 139.000 EACH| 1460.00000 202940.00| 1500.00000 208500.00| INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 117 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,062,495.32 ROUTE : 66 CALL ORDER : 117 CONTRACT ID : R -24745-B COUNTIES : WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1139301 | |BLANKENBERGER BROTHERS |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 720-45055 58.000 EACH| 1460.00000 84680.00| 1500.00000 87000.00| INLET, M10 | | | 0186 720-45080 4.000 EACH| 1770.00000 7080.00| 1600.00000 6400.00| INLET, S14 | | | 0187 720-45235 1.000 EACH| 1070.00000 1070.00| 1200.00000 1200.00| CATCH BASIN, E7 | | | 0188 720-45260 10.000 EACH| 1000.00000 10000.00| 1100.00000 11000.00| PIPE CATCH BASIN, 300 mm | | | 0189 720-45265 3.000 EACH| 1070.00000 3210.00| 1100.00000 3300.00| PIPE CATCH BASIN, 375 mm | | | 0190 720-45270 1.000 EACH| 1265.00000 1265.00| 1200.00000 1200.00| PIPE CATCH BASIN, 450 mm | | | 0191 720-45410 92.000 EACH| 1175.00000 108100.00| 1350.00000 124200.00| MANHOLE, C4 | | | 0192 720-45605 2.300 m | 1100.00000 2530.00| 450.00000 1035.00| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0193 720-93501 1.000 EACH| 7800.00000 7800.00| 5300.00000 5300.00| MANHOLE, L4 | | | 0194 720-95409 1.000 EACH| 2020.00000 2020.00| 1800.00000 1800.00| MANHOLE, J4, MODIFIED | | | 0195 720-95422 7.000 EACH| 2360.00000 16520.00| 2250.00000 15750.00| MANHOLE, J4 | | | 0196 720-98174 17.000 EACH| 1980.00000 33660.00| 1950.00000 33150.00| INLET, B15 | | | 0197 720-98555 6.000 EACH| 1980.00000 11880.00| 1950.00000 11700.00| INLET, C15 | | | 0198 731-93945 653.000 m2 | 113.00000 73789.00| 235.00000 153455.00| FACE PANELS, CONCRETE | | | 0199 731-93946 653.000 m2 | 90.00000 58770.00| 150.00000 97950.00| WALL ERECTION | | | 0200 731-93947 265.000 m | 70.00000 18550.00| 170.00000 45050.00| LEVELING PAD, CONCRETE | | | 0201 732-03942 6.000 EACH| 890.00000 5340.00| 1565.70000 9394.20| HYDRANT RECONNECTION | | | 0202 732-04836 2.000 EACH| 425.00000 850.00| 464.10000 928.20| GATE VALVE , 100 mm | | | 0203 732-04836 15.000 EACH| 500.00000 7500.00| 576.30000 8644.50| GATE VALVE , 150 mm | | | 0204 732-04836 2.000 EACH| 1100.00000 2200.00| 912.90000 1825.80| GATE VALVE , 250 mm | | | 0205 732-04926 17.000 EACH| 60.00000 1020.00| 637.50000 10837.50| VALVE ABANDONMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 117 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,062,495.32 ROUTE : 66 CALL ORDER : 117 CONTRACT ID : R -24745-B COUNTIES : WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1139301 | |BLANKENBERGER BROTHERS |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0206 732-04926 9.000 EACH| 85.00000 765.00| 759.90000 6839.10| VALVE PROTECTION | | | 0207 732-04987 2.000 EACH| 660.00000 1320.00| 1723.80000 3447.60| CONNECTION , DRY, 200 mm | | | 0208 732-04987 2.000 EACH| 875.00000 1750.00| 1927.80000 3855.60| CONNECTION , DRY, 250 mm | | | 0209 732-04994 41.000 EACH| 655.00000 26855.00| 484.50000 19864.50| METER RELOCATION | | | 0210 732-05560 310.000 m | 30.00000 9300.00| 39.78000 12331.80| SERVICE LINE , GREATER THAN OR EQUAL TO | | | 50 mm | | | 0211 732-05560 367.000 m | 27.00000 9909.00| 31.62000 11604.54| SERVICE LINE , LESS THAN 50 mm | | | 0212 732-05560 158.000 m | 60.00000 9480.00| 59.16000 9347.28| SERVICE LINE , LESS THAN 50 mm, | | | DIRECTIONAL DRILLED | | | 0213 732-05560 48.000 m | 31.00000 1488.00| 59.16000 2839.68| SERVICE LINE casing | | | 0214 732-06839 2.000 EACH| 1470.00000 2940.00| 2259.30000 4518.60| TAP , WET, 100 mm | | | 0215 732-06839 11.000 EACH| 1700.00000 18700.00| 2544.90000 27993.90| TAP , WET, 150 mm | | | 0216 732-06839 2.000 EACH| 2140.00000 4280.00| 2738.70000 5477.40| TAP , WET, 200 mm | | | 0217 732-06839 2.000 EACH| 2950.00000 5900.00| 3411.90000 6823.80| TAP , WET, 250 mm | | | 0218 732-91742 2.000 EACH| 155.00000 310.00| 861.90000 1723.80| FIRE HYDRANT ABANDONMENT | | | 0219 732-91742 8.000 EACH| 2430.00000 19440.00| 2580.60000 20644.80| FIRE HYDRANT ASSEMBLY | | | 0220 732-91742 2.000 EACH| 1340.00000 2680.00| 1050.60000 2101.20| FIRE HYDRANT FLUSHING | | | 0221 732-94780 6.000 EACH| 490.00000 2940.00| 576.30000 3457.80| WATER SERVICE CONNECTION | | | 0222 732-96948 16.000 EACH| 740.00000 11840.00| 739.50000 11832.00| GATE VALVE, 200 mm | | | 0223 801-04308 30.000 EACH| 520.00000 15600.00| 504.90000 15147.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0224 801-06203 8902.000 m | 0.30000 2670.60| 0.28000 2492.56| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0225 801-06207 26672.000 m | 2.40000 64012.80| 2.35000 62679.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 117 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,062,495.32 ROUTE : 66 CALL ORDER : 117 CONTRACT ID : R -24745-B COUNTIES : WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1139301 | |BLANKENBERGER BROTHERS |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0226 801-06218 215.000 m | 17.80000 3827.00| 17.34000 3728.10| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0227 801-06625 29.000 EACH| 80.00000 2320.00| 76.50000 2218.50| DETOUR ROUTE MARKER ASSEMBLY | | | 0228 801-06640 88.000 EACH| 220.00000 19360.00| 214.20000 18849.60| CONSTRUCTION SIGN, A | | | 0229 801-06645 23.000 EACH| 60.00000 1380.00| 58.14000 1337.22| CONSTRUCTION SIGN, B | | | 0230 801-06710 420.000 DAY | 17.00000 7140.00| 12.24000 5140.80| FLASHING ARROW SIGN | | | 0231 801-06775 LUMP| 200000.00000 200000.00| 80593.46000 80593.46| MAINTAINING TRAFFIC | | | 0232 801-07118 543.600 m | 60.00000 32616.00| 58.14000 31604.90| BARRICADE, III-A | | | 0233 801-07119 464.400 m | 85.00000 39474.00| 78.54000 36473.98| BARRICADE, III-B | | | 0234 802-05701 189.200 m | 28.00000 5297.60| 26.93000 5095.16| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0235 802-05702 228.600 m | 25.00000 5715.00| 24.48000 5596.13| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0236 802-05706 20.400 m | 30.00000 612.00| 29.38000 599.35| SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0237 802-06402 1.000 EACH| 12600.00000 12600.00| 12240.00000 12240.00| DYNAMIC MESSAGE SIGN , RELOCATE | | | 0238 802-07057 6.930 m2 | 195.00000 1351.35| 186.15000 1290.02| SIGN, PANEL, WITH LEGEND | | | 0239 802-07061 1.000 EACH| 46500.00000 46500.00| 45175.80000 45175.80| OVERHEAD DMS STRUCTURE, BOX TRUSS | | | 0240 802-07137 2.000 EACH| 5900.00000 11800.00| 5740.56000 11481.12| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0241 802-76025 22.620 m2 | 155.00000 3506.10| 146.88000 3322.43| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0242 802-76035 86.030 m2 | 165.00000 14194.95| 159.12000 13689.09| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 117 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,062,495.32 ROUTE : 66 CALL ORDER : 117 CONTRACT ID : R -24745-B COUNTIES : WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1139301 | |BLANKENBERGER BROTHERS |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0243 802-76045 10.930 m2 | 175.00000 1912.75| 171.36000 1872.96| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0244 802-76095 176.920 kg | 5.50000 973.06| 5.14000 909.37| STRUCTURAL STEEL, BREAKAWAY | | | 0245 805-01842 46.000 EACH| 630.00000 28980.00| 612.00000 28152.00| HANDHOLE, SIGNAL | | | 0246 805-06592 2198.000 m | 35.00000 76930.00| 33.46000 73545.08| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0247 805-78100 4.000 EACH| 10500.00000 42000.00| 10220.40000 40881.60| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0248 805-78205 33.000 EACH| 600.00000 19800.00| 587.52000 19388.16| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0249 805-78215 16.000 EACH| 650.00000 10400.00| 624.24000 9987.84| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0250 805-78230 7.000 EACH| 1000.00000 7000.00| 966.96000 6768.72| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0251 805-78415 16.000 EACH| 1300.00000 20800.00| 1249.50000 19992.00| SPAN, CATENARY, AND TETHER | | | 0252 805-78420 16.000 EACH| 230.00000 3680.00| 220.32000 3525.12| DISCONNECT HANGER | | | 0253 805-78445 4.000 EACH| 460.00000 1840.00| 440.64000 1762.56| SIGNAL SERVICE | | | 0254 805-78467 96.000 m | 5.50000 528.00| 5.10000 489.60| SIGNAL CABLE, 3C 8GA. | | | 0255 805-78485 829.000 m | 3.60000 2984.40| 3.47000 2876.63| SIGNAL CABLE, 5C 14GA. | | | 0256 805-78490 1199.000 m | 3.80000 4556.20| 3.67000 4400.33| SIGNAL CABLE, 7C 14GA. | | | 0257 805-78510 6462.000 m | 2.50000 16155.00| 2.45000 15831.90| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0258 805-78746 1797.000 m | 36.00000 64692.00| 34.27000 61583.19| PREFORMED LOOP DETECTORS | | | 0259 805-78906 16.000 EACH| 1600.00000 25600.00| 1530.00000 24480.00| SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0260 805-78925 4.000 EACH| 660.00000 2640.00| 637.50000 2550.00| CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 117 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,062,495.32 ROUTE : 66 CALL ORDER : 117 CONTRACT ID : R -24745-B COUNTIES : WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1139301 | |BLANKENBERGER BROTHERS |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0261 805-81060 16.000 EACH| 3000.00000 48000.00| 2856.00000 45696.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0262 805-86820 8.000 EACH| 550.00000 4400.00| 510.00000 4080.00| CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0263 805-86843 150.000 m | 3.50000 525.00| 3.32000 498.00| WIRE, NO. 4 COPPER, 1C | | | 0264 805-86889 415.000 m | 1.05000 435.75| 1.02000 423.30| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0265 805-86910 12.000 EACH| 30.00000 360.00| 29.38000 352.56| CONNECTOR KIT, UNFUSED | | | 0266 805-86915 12.000 EACH| 35.00000 420.00| 34.27000 411.24| CONNECTOR KIT, FUSED | | | 0267 805-86920 4.000 EACH| 15.00000 60.00| 14.69000 58.76| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0268 805-86925 20.000 EACH| 28.00000 560.00| 26.93000 538.60| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0269 805-86930 24.000 EACH| 13.00000 312.00| 12.24000 293.76| INSULATING LINK, NOT WATERPROOFED | | | 0270 805-86935 44.000 EACH| 28.00000 1232.00| 26.93000 1184.92| INSULATING LINK, WATERPROOFED | | | 0271 805-86955 9.000 EACH| 58.00000 522.00| 56.10000 504.90| CABLE DUCT MARKER | | | 0272 805-98335 910.000 m | 14.00000 12740.00| 13.52000 12303.20| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0273 805-98336 150.000 m | 13.00000 1950.00| 12.24000 1836.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0274 807-02191 8.000 EACH| 660.00000 5280.00| 637.50000 5100.00| HANDHOLE, LIGHTING | | | 0275 807-04781 28.000 EACH| 380.00000 10640.00| 367.20000 10281.60| LUMINAIRE MAST ARM, 9.1 m | | | 0276 807-05075 3.000 EACH| 610.00000 1830.00| 1244.40000 3733.20| CONNECTION OF EXISTING SEWER | | | 0277 807-05075 2.000 EACH| 225.00000 450.00| 1366.80000 2733.60| CONNECTION TO EXISTING FORCE MAIN | | | 0278 807-84752 7.000 EACH| 1235.00000 8645.00| 1199.52000 8396.64| LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 117 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,062,495.32 ROUTE : 66 CALL ORDER : 117 CONTRACT ID : R -24745-B COUNTIES : WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1139301 | |BLANKENBERGER BROTHERS |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0279 807-84814 1.000 EACH| 1300.00000 1300.00| 1248.48000 1248.48| LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0280 807-86620 12.000 EACH| 190.00000 2280.00| 183.60000 2203.20| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0281 807-86805 1.000 EACH| 1500.00000 1500.00| 1466.25000 1466.25| SERVICE POINT, I | | | 0282 807-86950 12.000 EACH| 23.00000 276.00| 22.03000 264.36| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0283 808-03002 4368.000 m | 1.50000 6552.00| 1.44000 6289.92| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0284 808-03631 11489.000 m | 1.50000 17233.50| 1.44000 16544.16| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0285 808-03632 9328.000 m | 1.50000 13992.00| 1.44000 13432.32| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0286 808-05535 134.000 m | 1.05000 140.70| 1.02000 136.68| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0287 808-06701 131.000 m | 1.00000 131.00| 0.94000 123.14| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0288 808-06703 2345.000 m | 1.00000 2345.00| 0.94000 2204.30| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0289 808-06713 520.000 m | 0.55000 286.00| 0.51000 265.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0290 808-06714 506.000 m | 0.55000 278.30| 0.51000 258.06| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0291 808-06726 5.800 m | 19.00000 110.20| 18.36000 106.49| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0292 808-06848 26.000 m | 21.00000 546.00| 20.40000 530.40| LINE, EPOXY, DOTTED, WHITE, 100 mm, | | | 600m LINE, 1200 mm GAP | | | 0293 808-06849 53.000 m | 21.00000 1113.00| 20.40000 1081.20| LINE, EPOXY, DOTTED, YELLOW, 100 mm, | | | 600 mm LINE, 1200 mm GAP | | | 0294 808-07310 32.000 m | 25.00000 800.00| 24.48000 783.36| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 117 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 18,062,495.32 ROUTE : 66 CALL ORDER : 117 CONTRACT ID : R -24745-B COUNTIES : WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-1139301 | |BLANKENBERGER BROTHERS |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0295 808-74805 405.500 m | 25.00000 10137.50| 24.48000 9926.64| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0296 808-74807 30.000 EACH| 120.00000 3600.00| 117.30000 3519.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0297 808-74808 29.000 EACH| 126.00000 3654.00| 122.40000 3549.60| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0298 808-75245 2592.000 m | 1.00000 2592.00| 0.94000 2436.48| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0299 808-75260 73.000 m | 5.00000 365.00| 4.79000 349.67| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0300 808-75278 438.000 m | 5.00000 2190.00| 4.79000 2098.02| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0301 808-75297 28.000 m | 10.00000 280.00| 9.59000 268.52| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0302 808-75320 3.000 EACH| 60.00000 180.00| 56.10000 168.30| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0303 808-75325 4.000 EACH| 80.00000 320.00| 76.50000 306.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0304 808-75998 950.000 EACH| 18.00000 17100.00| 17.85000 16957.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0305 920-06775 LUMP| 110.00000 110.00| 0.01000 0.01| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 17,845,642.42| $ 17,950,950.17| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,845,642.42| $ 17,950,950.17| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/06/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0194014 0194014 0194014 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 10,923,642.15 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 11,859,971.30 108.5715% 3 36-2231526 WALSH CONSTR CO OF ILL $ 12,480,000.00 114.2476% 4 35-1035114 SUPERIOR CONSTRUCTION CO $ 12,852,015.30 117.6532% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT STR NO 41-45-7617, PRECAST THREE-SIDED REINFORCED CONCRETE CULVERT, 1 SPAN, TOTAL LENGTH 7.310 m | | | 0001 105-06845 LUMP| 129680.00000 129680.00| 65000.00000 65000.00| 350000.00000 350000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 27.000 MOS | 1500.00000 40500.00| 2700.00000 72900.00| 1430.93000 38635.11 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 544850.00000 544850.00| 593000.00000 593000.00| 625000.00000 625000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 220275.00000 220275.00| 34000.00000 34000.00| 250000.00000 250000.00 CLEARING RIGHT OF WAY | | | 0005 202-01066 1297.000 m2 | 31.00000 40207.00| 28.00000 36316.00| 27.00000 35019.00 HYDRO DEMOLITION | | | 0006 202-01405 962.000 m3 | 110.00000 105820.00| 85.15000 81914.30| 116.14000 111726.68 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0007 202-02240 65518.800 m2 | 2.00000 131037.60| 9.00000 589669.20| 7.40000 484839.12 PAVEMENT, REMOVE | | | 0008 202-02241 899.200 m | 7.70000 6923.84| 7.50000 6744.00| 7.50000 6744.00 GUARDRAIL, REMOVE | | | 0009 202-02273 1145.700 m2 | 10.00000 11457.00| 11.50000 13175.55| 15.00000 17185.50 CENTER CURB, CONCRETE, REMOVE | | | 0010 202-02278 2861.200 m | 8.00000 22889.60| 5.00000 14306.00| 8.00000 22889.60 CURB, CONCRETE, REMOVE | | | 0011 202-02279 1833.000 m | 8.00000 14664.00| 5.50000 10081.50| 12.00000 21996.00 CURB AND GUTTER, REMOVE | | | 0012 202-51328 LUMP| 96000.00000 96000.00| 88351.00000 88351.00| 90000.00000 90000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-51330 LUMP| 96000.00000 96000.00| 136890.00000 136890.00| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE STR. NO. 2 | | | 0014 202-51822 1394.000 m2 | 2.55000 3554.70| 5.50000 7667.00| 6.00000 8364.00 BRIDGE DECK OVERLAY, REMOVE | | | 0015 202-52710 3329.100 m2 | 6.00000 19974.60| 3.50000 11651.85| 6.00000 19974.60 SIDEWALK, CONCRETE, REMOVE | | | 0016 202-60820 2558.600 m2 | 1.50000 3837.90| 3.50000 8955.10| 9.00000 23027.40 SURFACE MILLING, ASPHALT | | | 0017 202-78515 LUMP| 5200.00000 5200.00| 5000.00000 5000.00| 5000.00000 5000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0018 203-02000 32226.600 m3 | 3.00000 96679.80| 16.50000 531738.90| 18.00000 580078.80 EXCAVATION, COMMON | | | 0019 205-06931 3.520 Mg | 26.00000 91.52| 140.00000 492.80| 154.30000 543.14 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 9.000 EACH| 72.00000 648.00| 70.00000 630.00| 70.00000 630.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06937 325.400 m | 6.00000 1952.40| 5.90000 1919.86| 5.90000 1919.86 TEMPORARY SILT FENCE | | | 0022 207-07498 37606.400 m2 | 6.00000 225638.40| 4.20000 157946.88| 4.00000 150425.60 SUBGRADE TREATMENT, TYPE A | | | 0023 211-02050 69.600 m3 | 30.00000 2088.00| 24.00000 1670.40| 16.00000 1113.60 B BORROW | | | 0024 211-07454 11545.600 m3 | 0.01000 115.46| 0.01000 115.46| 18.00000 207820.80 STRUCTURE BACKFILL | | | 0025 303-52308 9567.000 Mg | 25.00000 239175.00| 18.50000 176989.50| 18.00000 172206.00 COMPACTED AGGREGATE, O, 53 | | | 0026 304-07491 76.500 Mg | 75.00000 5737.50| 110.00000 8415.00| 66.00000 5049.00 HMA PATCHING, TYPE C | | | 0027 401-06264 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0028 401-07335 7607.100 Mg | 46.00000 349926.60| 43.00000 327105.30| 45.00000 342319.50 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0029 401-07404 19066.200 Mg | 32.80000 625371.36| 32.00000 610118.40| 37.00000 705449.40 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0030 401-07419 48611.500 Mg | 30.80000 1497234.20| 34.50000 1677096.75| 34.00000 1652791.00 QC/QA-HMA, 4, 76, BASE, 25.0 mm | | | 0031 401-07430 27690.300 Mg | 29.30000 811325.79| 34.50000 955315.35| 34.00000 941470.20 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0032 402-07434 153.500 Mg | 60.00000 9210.00| 50.00000 7675.00| 60.00000 9210.00 HMA SURFACE, TYPE C | | | 0033 402-07442 442.000 Mg | 40.00000 17680.00| 35.00000 15470.00| 50.00000 22100.00 HMA BASE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 405-05517 0.080 Mg | 3200.00000 256.00| 2000.00000 160.00| 2250.00000 180.00 ASPHALT FOR PRIME COAT | | | 0035 406-05520 104.000 Mg | 156.40000 16265.60| 350.00000 36400.00| 400.00000 41600.00 ASPHALT FOR TACK COAT | | | 0036 601-01128 4.000 EACH| 1200.00000 4800.00| 1150.00000 4600.00| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE WGB | | | 0037 601-01522 4.000 EACH| 1300.00000 5200.00| 1250.00000 5000.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-01846 1.000 EACH| 1800.00000 1800.00| 1750.00000 1750.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0039 601-04746 3.000 EACH| 4850.00000 14550.00| 4700.00000 14100.00| 6500.00000 19500.00 ENERGY ABSORBING TERMINAL, CZ | | | 0040 601-94689 7.000 EACH| 2000.00000 14000.00| 1950.00000 13650.00| 1950.00000 13650.00 GUARDRAIL END TREATMENT, OS | | | 0041 601-97774 1.000 EACH| 980.00000 980.00| 950.00000 950.00| 950.00000 950.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0042 601-99105 867.340 m | 30.50000 26453.87| 29.50000 25586.53| 29.50000 25586.53 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0043 602-06639 182.000 m | 78.00000 14196.00| 82.00000 14924.00| 60.00000 10920.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0044 602-06729 4.000 EACH| 5.15000 20.60| 4.98000 19.92| 4.98000 19.92 BARRIER DELINEATOR | | | 0045 604-06069 1135.400 m2 | 51.00000 57905.40| 62.00000 70394.80| 40.00000 45416.00 CURB RAMP, CONCRETE | | | 0046 604-91531 7542.200 m2 | 36.00000 271519.20| 40.00000 301688.00| 31.00000 233808.20 SIDEWALK, CONCRETE, 100 mm | | | 0047 605-06120 1447.100 m | 60.00000 86826.00| 59.00000 85378.90| 37.00000 53542.70 CURB, CONCRETE | | | 0048 605-06140 5276.100 m | 47.00000 247976.70| 51.00000 269081.10| 46.00000 242700.60 CURB AND GUTTER, CONCRETE | | | 0049 605-06215 1930.800 m | 100.00000 193080.00| 110.00000 212388.00| 75.00000 144810.00 CENTER CURB, D, CONCRETE | | | 0050 605-06255 24.000 m2 | 70.00000 1680.00| 205.00000 4920.00| 85.00000 2040.00 CENTER CURB, D, CONCRETE | | | 0051 610-06259 424.200 m2 | 52.00000 22058.40| 67.00000 28421.40| 55.00000 23331.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0052 610-07488 3849.800 Mg | 60.00000 230988.00| 38.00000 146292.40| 38.00000 146292.40 HMA FOR APPROACHES, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 611-05330 8305.500 m2 | 40.00000 332220.00| 48.00000 398664.00| 45.00000 373747.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0054 615-06490 147.000 EACH| 125.00000 18375.00| 155.00000 22785.00| 118.00000 17346.00 RIGHT OF WAY MARKER | | | 0055 615-06505 17.000 EACH| 430.00000 7310.00| 750.00000 12750.00| 418.00000 7106.00 MONUMENT, B | | | 0056 615-06527 1.000 EACH| 330.00000 330.00| 750.00000 750.00| 318.00000 318.00 MONUMENT, SECTION CORNER | | | 0057 616-02320 597.000 m2 | 1.00000 597.00| 2.50000 1492.50| 3.06000 1826.82 GEOTEXTILES | | | 0058 616-06405 413.600 Mg | 25.00000 10340.00| 29.00000 11994.40| 29.00000 11994.40 RIPRAP, REVETMENT | | | 0059 621-01004 2.000 EACH| 900.00000 1800.00| 875.00000 1750.00| 875.00000 1750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0060 621-02770 6018.400 m2 | 1.80000 10833.12| 1.75000 10532.20| 1.76000 10592.38 EROSION CONTROL BLANKET | | | 0061 621-06545 0.700 Mg | 290.00000 203.00| 278.00000 194.60| 278.00000 194.60 FERTILIZER | | | 0062 621-06548 6.500 kg | 57.00000 370.50| 55.00000 357.50| 55.00000 357.50 SEED MIXTURE, CV | | | 0063 621-06554 97.500 kg | 11.40000 1111.50| 11.02000 1074.45| 11.02000 1074.45 SEED MIXTURE, U | | | 0064 621-06557 53.200 kg | 9.50000 505.40| 9.08000 483.06| 9.08000 483.06 SEED MIXTURE, T | | | 0065 621-06565 5.300 Mg | 560.00000 2968.00| 546.00000 2893.80| 546.00000 2893.80 MULCHING MATERIAL | | | 0066 621-06567 348.100 kL | 0.60000 208.86| 0.55000 191.46| 0.55000 191.46 WATER | | | 0067 621-06575 19340.400 m2 | 3.90000 75427.56| 3.72000 71946.29| 3.72000 71946.29 SODDING, NURSERY | | | 0068 702-44240 32.400 m3 | 825.00000 26730.00| 895.00000 28998.00| 1800.00000 58320.00 CONCRETE, A, STRUCTURES | | | 0069 702-51015 56.700 m3 | 410.00000 23247.00| 312.00000 17690.40| 700.00000 39690.00 CONCRETE, B, FOOTINGS | | | 0070 702-51863 576.000 EACH| 7.30000 4204.80| 7.50000 4320.00| 10.00000 5760.00 FIELD DRILLED HOLE IN CONCRETE | | | 0071 702-93722 21.200 m3 | 260.00000 5512.00| 450.00000 9540.00| 500.00000 10600.00 CONCRETE, C | | | 0072 703-06029 4481.000 kg | 1.60000 7169.60| 1.60000 7169.60| 1.99000 8917.19 REINFORCING BARS, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 703-51032 35419.000 kg | 1.65000 58441.35| 1.63000 57732.97| 1.43000 50649.17 REINFORCING STEEL, EPOXY COATED | | | 0074 703-97936 184.000 EACH| 15.50000 2852.00| 19.75000 3634.00| 27.61000 5080.24 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0075 704-51002 41.900 m3 | 515.00000 21578.50| 478.00000 20028.20| 950.00000 39805.00 CONCRETE, C, SUPERSTRUCTURE | | | 0076 706-05732 8.000 EACH| 1240.00000 9920.00| 1200.00000 9600.00| 1800.00000 14400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0077 706-05733 4.000 EACH| 1240.00000 4960.00| 1200.00000 4800.00| 2100.18000 8400.72 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0078 706-51025 15.600 m | 200.00000 3120.00| 150.00000 2340.00| 300.00000 4680.00 CONCRETE, C, RAILING | | | 0079 707-05971 36.300 m2 | 600.00000 21780.00| 935.00000 33940.50| 675.00000 24502.50 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 914 mm | | | 0080 708-51813 5.000 m2 | 1780.00000 8900.00| 650.00000 3250.00| 700.00000 3500.00 PNEUMATICALLY PLACED MORTAR | | | 0081 708-51814 5.000 m2 | 62.00000 310.00| 30.00000 150.00| 50.00000 250.00 WELDED STEEL WIRE FABRIC | | | 0082 709-51821 LUMP| 4125.00000 4125.00| 1350.00000 1350.00| 1350.00000 1350.00 SURFACE SEAL , STR. NO. 1 | | | 0083 709-51821 LUMP| 3100.00000 3100.00| 3120.00000 3120.00| 3120.00000 3120.00 SURFACE SEAL , STR. NO. 2 | | | 0084 714-04802 67.300 m2 | 140.00000 9422.00| 130.85000 8806.21| 60.00000 4038.00 CONCRETE MODULAR BLOCK WALL | | | 0085 714-26722 325.000 m | 2451.00000 796575.00| 2315.00000 752375.00| 2600.00000 845000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 2400 mm | | | 0086 714-44240 9.300 m3 | 825.00000 7672.50| 914.00000 8500.20| 1200.00000 11160.00 CONCRETE, A, STRUCTURES | | | 0087 715-05024 32.000 m | 185.00000 5920.00| 180.00000 5760.00| 210.00000 6720.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0088 715-05048 7903.300 m | 10.50000 82984.65| 10.20000 80613.66| 13.00000 102742.90 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0089 715-05149 694.000 m | 93.30000 64750.20| 90.50000 62807.00| 111.00000 77034.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0090 715-05151 272.600 m | 104.00000 28350.40| 101.00000 27532.60| 160.00000 43616.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0091 715-05152 14.000 m | 110.00000 1540.00| 107.00000 1498.00| 700.00000 9800.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0093 715-05154 463.600 m | 145.00000 67222.00| 140.00000 64904.00| 150.00000 69540.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 715-05156 576.200 m | 200.00000 115240.00| 196.30000 113108.06| 250.00000 144050.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0095 718-06532 1000.000 m | 3.10000 3100.00| 3.00000 3000.00| 1.65000 1650.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0096 718-52610 1634.700 m3 | 37.00000 60483.90| 36.00000 58849.20| 30.00000 49041.00 AGGREGATE FOR UNDERDRAINS | | | 0097 718-99153 22683.400 m2 | 0.90000 20415.06| 0.85000 19280.89| 2.00000 45366.80 GEOTEXTILES FOR UNDERDRAIN | | | 0098 720-01894 1.000 EACH| 430.00000 430.00| 420.00000 420.00| 900.00000 900.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0099 720-44000 22.000 EACH| 186.00000 4092.00| 180.00000 3960.00| 650.00000 14300.00 CASTING, ADJUST TO GRADE | | | 0100 720-44025 4.000 EACH| 370.00000 1480.00| 360.00000 1440.00| 600.00000 2400.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0101 720-44296 3.000 EACH| 495.00000 1485.00| 480.00000 1440.00| 600.00000 1800.00 CAP INLET | | | 0103 720-45075 6.000 EACH| 1300.00000 7800.00| 1250.00000 7500.00| 2000.00000 12000.00 INLET, R13 | | | 0104 720-45275 1.000 EACH| 775.00000 775.00| 750.00000 750.00| 1500.00000 1500.00 PIPE CATCH BASIN, 600 mm | | | 0105 720-45410 57.000 EACH| 1740.00000 99180.00| 1685.00000 96045.00| 1800.00000 102600.00 MANHOLE, C4 | | | 0106 720-93409 2.000 EACH| 2040.00000 4080.00| 1975.00000 3950.00| 2700.00000 5400.00 INLET, B15, MODIFIED | | | 0107 720-94612 1.000 EACH| 3815.00000 3815.00| 3700.00000 3700.00| 4000.00000 4000.00 MANHOLE, K4 | | | 0108 720-95422 15.000 EACH| 2835.00000 42525.00| 2750.00000 41250.00| 2700.00000 40500.00 MANHOLE, J4 | | | 0109 720-98174 9.000 EACH| 2050.00000 18450.00| 2000.00000 18000.00| 2300.00000 20700.00 INLET, B15 | | | 0110 720-99416 87.000 EACH| 2270.00000 197490.00| 2200.00000 191400.00| 2200.00000 191400.00 CATCH BASIN, B15 | | | 0111 720-99417 3.000 EACH| 2270.00000 6810.00| 2200.00000 6600.00| 3400.00000 10200.00 CATCH BASIN, C15 | | | 0112 722-02861 5.000 m2 | 260.00000 1300.00| 200.00000 1000.00| 809.22000 4046.10 BOX BEAM PATCHING, PARTIAL DEPTH | | | 0113 722-51842 1325.000 m2 | 77.00000 102025.00| 67.50000 89437.50| 50.00000 66250.00 BRIDGE DECK OVERLAY | | | 0114 722-51846 11.400 m3 | 434.50000 4953.30| 434.50000 4953.30| 434.50000 4953.30 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0115 722-51852 66.000 m2 | 200.00000 13200.00| 75.00000 4950.00| 175.00000 11550.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 723-06660 59.600 m2 | 310.00000 18476.00| 843.00000 50242.80| 431.48000 25716.21 WINGWALL | | | 0117 723-06919 26.000 m | 6000.00000 156000.00| 9664.00000 251264.00| 5800.00000 150800.00 STRUCTURE, PRECAST THREE-SIDED, 7310 mm | | | X 3100 mm | | | 0118 731-93946 67.300 m2 | 86.00000 5787.80| 190.32000 12808.54| 211.00000 14200.30 WALL ERECTION , CONCRETE MODULAR BLOCK | | | WALL | | | 0119 731-93947 57.200 m | 86.00000 4919.20| 38.06000 2177.03| 100.00000 5720.00 LEVELING PAD, CONCRETE | | | 0121 801-01504 39.000 EACH| 20.00000 780.00| 19.00000 741.00| 19.00000 741.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0122 801-01505 39.000 EACH| 30.00000 1170.00| 29.00000 1131.00| 29.00000 1131.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0123 801-04308 1.000 EACH| 320.00000 320.00| 312.00000 312.00| 312.00000 312.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0124 801-06203 17027.000 m | 0.70000 11918.90| 0.65000 11067.55| 0.65000 11067.55 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0125 801-06207 34457.000 m | 2.70000 93033.90| 2.59000 89243.63| 2.59000 89243.63 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0126 801-06211 217.000 EACH| 37.00000 8029.00| 36.00000 7812.00| 36.00000 7812.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0127 801-06212 155.000 EACH| 57.00000 8835.00| 55.00000 8525.00| 55.00000 8525.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0128 801-06606 20.000 EACH| 114.00000 2280.00| 110.00000 2200.00| 110.00000 2200.00 BARRICADE, IIIB | | | 0129 801-06640 49.000 EACH| 162.00000 7938.00| 157.00000 7693.00| 157.00000 7693.00 CONSTRUCTION SIGN, A | | | 0130 801-06645 12.000 EACH| 54.00000 648.00| 52.00000 624.00| 52.00000 624.00 CONSTRUCTION SIGN, B | | | 0131 801-06710 1320.000 DAY | 10.50000 13860.00| 10.00000 13200.00| 10.00000 13200.00 FLASHING ARROW SIGN | | | 0132 801-06775 LUMP| 150000.00000 150000.00| 120000.00000 120000.00| 149498.01000 149498.01 MAINTAINING TRAFFIC | | | 0133 801-94295 16.000 EACH| 100.00000 1600.00| 100.00000 1600.00| 100.00000 1600.00 SIGNAL HEAD, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 805-01815 28.000 EACH| 1855.00000 51940.00| 1800.00000 50400.00| 1800.00000 50400.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0135 805-01842 77.000 EACH| 670.00000 51590.00| 650.00000 50050.00| 650.00000 50050.00 HANDHOLE, SIGNAL | | | 0136 805-02152 42.000 EACH| 495.00000 20790.00| 480.00000 20160.00| 480.00000 20160.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0137 805-02373 2261.500 m | 4.00000 9046.00| 3.90000 8819.85| 3.90000 8819.85 INTERCONNECT CABLE, FIBER OPTIC | | | 0138 805-06592 4047.300 m | 25.30000 102396.69| 24.50000 99158.85| 24.50000 99158.85 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0140 805-78205 57.000 EACH| 475.00000 27075.00| 460.00000 26220.00| 460.00000 26220.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0141 805-78215 31.000 EACH| 495.00000 15345.00| 480.00000 14880.00| 480.00000 14880.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0142 805-78230 11.000 EACH| 800.00000 8800.00| 780.00000 8580.00| 780.00000 8580.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0143 805-78415 28.000 EACH| 1240.00000 34720.00| 1200.00000 33600.00| 1200.00000 33600.00 SPAN, CATENARY, AND TETHER | | | 0144 805-78420 34.000 EACH| 230.00000 7820.00| 220.00000 7480.00| 220.00000 7480.00 DISCONNECT HANGER | | | 0145 805-78445 7.000 EACH| 420.00000 2940.00| 400.00000 2800.00| 400.00000 2800.00 SIGNAL SERVICE | | | 0146 805-78467 123.200 m | 4.15000 511.28| 4.00000 492.80| 4.00000 492.80 SIGNAL CABLE, 3C 8GA. | | | 0147 805-78470 1146.770 m | 0.30000 344.03| 0.30000 344.03| 0.30000 344.03 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0148 805-78485 5705.500 m | 2.70000 15404.85| 2.60000 14834.30| 2.60000 14834.30 SIGNAL CABLE, 5C 14GA. | | | 0149 805-78490 5425.000 m | 2.90000 15732.50| 2.80000 15190.00| 2.80000 15190.00 SIGNAL CABLE, 7C 14GA. | | | 0150 805-78510 5636.600 m | 2.60000 14655.16| 2.50000 14091.50| 2.50000 14091.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0151 805-78746 297.000 m | 41.25000 12251.25| 40.00000 11880.00| 40.00000 11880.00 PREFORMED LOOP DETECTORS | | | 0152 805-78785 82.000 EACH| 400.00000 32800.00| 370.00000 30340.00| 370.00000 30340.00 SIGNAL DETECTOR HOUSING | | | 0153 805-78795 389.100 m | 25.00000 9727.50| 24.20000 9416.22| 24.20000 9416.22 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 805-78925 7.000 EACH| 570.00000 3990.00| 550.00000 3850.00| 550.00000 3850.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0155 805-81032 28.000 EACH| 2500.00000 70000.00| 2400.00000 67200.00| 2400.00000 67200.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0156 805-92504 80.000 EACH| 260.00000 20800.00| 250.00000 20000.00| 250.00000 20000.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0158 808-03002 1995.200 m | 1.00000 1995.20| 1.38000 2753.38| 2.55000 5087.76 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0159 808-03631 3707.700 m | 1.00000 3707.70| 1.38000 5116.63| 2.55000 9454.64 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0160 808-03632 5972.200 m | 1.00000 5972.20| 1.38000 8241.64| 2.55000 15229.11 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0164 808-06716 11986.000 m | 0.75000 8989.50| 1.15000 13783.90| 1.15000 13783.90 LINE, REMOVE | | | 0172 808-75998 525.000 EACH| 21.30000 11182.50| 20.65000 10841.25| 28.14000 14773.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0174 808-95933 3259.400 m | 2.50000 8148.50| 1.75000 5703.95| 1.44000 4693.54 CURB PAINTING, YELLOW | | | 0176 805-02087 LUMP| 520.00000 520.00| 500.00000 500.00| 500.00000 500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0177 808-06848 164.900 m | 11.00000 1813.90| 18.55000 3058.90| 12.00000 1978.80 LINE, EPOXY, DOTTED, WHITE, 100 mm, | | | 600m LINE, 1200 mm GAP | | | 0178 808-06849 134.300 m | 11.00000 1477.30| 18.55000 2491.27| 12.00000 1611.60 LINE, EPOXY, DOTTED, YELLOW, 100 mm, | | | 600 mm LINE, 1200 mm GAP | | | 0179 808-74804 1254.500 m | 10.50000 13172.25| 13.95000 17500.28| 4.75000 5958.88 LINE, EPOXY, SOLID, WHITE, 150 mm | | | 0180 808-04896 528.100 m | 1.00000 528.10| 1.38000 728.78| 3.25000 1716.33 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0181 808-98000 546.600 m | 2.00000 1093.20| 1.48000 808.97| 6.50000 3552.90 LINE, EPOXY, SOLID, YELLOW, 200 mm | | | 0182 808-07310 153.900 m | 20.00000 3078.00| 21.00000 3231.90| 14.00000 2154.60 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 300 mm | | | 0183 808-74805 405.000 m | 35.00000 14175.00| 50.50000 20452.50| 16.00000 6480.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0184 808-74807 93.000 EACH| 140.00000 13020.00| 159.00000 14787.00| 60.00000 5580.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 808-74808 65.000 EACH| 145.00000 9425.00| 162.00000 10530.00| 75.00000 4875.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0186 105-04655 22.000 MOS | 260.00000 5720.00| 356.85000 7850.70| 2500.00000 55000.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0187 715-04612 177.000 m | 125.00000 22125.00| 116.00000 20532.00| 106.00000 18762.00 PIPE , PVC, 300 mm, AWWA C900, DR18 | | | 0188 715-05914 321.500 m | 155.00000 49832.50| 141.00000 45331.50| 135.00000 43402.50 PIPE, PVC, 450 mm , AWWA C905, DR25 | | | 0189 715-06533 1505.900 m | 230.00000 346357.00| 218.00000 328286.20| 182.00000 274073.80 PIPE, PVC, 600 mm , AWWA C905, DR25 | | | 0190 715-96960 456.000 m | 140.00000 63840.00| 130.00000 59280.00| 100.00000 45600.00 PIPE, PVC, 375 mm , AWWA C905, DR25 | | | 0191 715-04612 445.800 m | 330.00000 147114.00| 313.75000 139869.75| 270.00000 120366.00 PIPE , PVC, 750 mm, AWWA C905, DR25 | | | 0192 805-78106 1.000 EACH| 11550.00000 11550.00| 11200.00000 11200.00| 11200.00000 11200.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE , TS2, TYPE 1 | | | 0193 805-78109 6.000 EACH| 10300.00000 61800.00| 10000.00000 60000.00| 10000.00000 60000.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE , TS2, TYPE 1 | | | 0194 202-03000 LUMP| 3670.00000 3670.00| 6262.00000 6262.00| 1191.95000 1191.95 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 66 | | | 0195 202-03000 LUMP| 1880.00000 1880.00| 1310.00000 1310.00| 1053.55000 1053.55 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 71 | | | 0196 202-03000 LUMP| 5620.00000 5620.00| 11215.00000 11215.00| 3029.49000 3029.49 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 77 | | | 0197 202-03000 LUMP| 9330.00000 9330.00| 12800.00000 12800.00| 3675.09000 3675.09 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 81 | | | 0198 202-03000 LUMP| 3886.00000 3886.00| 2640.00000 2640.00| 6716.94000 6716.94 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 82 | | | 0199 202-03000 LUMP| 1392.00000 1392.00| 1845.00000 1845.00| 691.34000 691.34 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 89 | | | 0200 202-03000 LUMP| 2041.00000 2041.00| 1950.00000 1950.00| 1883.89000 1883.89 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 92 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 36-2231526 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0201 202-03000 LUMP| 6670.00000 6670.00| 2775.00000 2775.00| 1607.10000 1607.10 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 101 | | | 0202 202-03000 LUMP| 2722.00000 2722.00| 1435.00000 1435.00| 1191.95000 1191.95 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 105SA | | | 0203 202-03000 LUMP| 1804.00000 1804.00| 2235.00000 2235.00| 1785.19000 1785.19 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 114 | | | 0204 202-03000 LUMP| 2010.00000 2010.00| 1070.00000 1070.00| 1607.10000 1607.10 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 125 | | | 0205 202-03000 LUMP| 2855.00000 2855.00| 1705.00000 1705.00| 1607.10000 1607.10 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 132 | | | 0206 202-03000 LUMP| 2061.00000 2061.00| 3165.00000 3165.00| 1285.19000 1285.19 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 138 | | | 0207 202-03000 LUMP| 1185.00000 1185.00| 1650.00000 1650.00| 526.78000 526.78 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 141 | | | 0208 202-03000 LUMP| 1571.00000 1571.00| 2250.00000 2250.00| 1098.43000 1098.43 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 142 | | | 0209 202-03000 LUMP| 5154.00000 5154.00| 665.00000 665.00| 1898.21000 1898.21 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 148 | | | 0210 202-03000 LUMP| 5154.00000 5154.00| 1185.00000 1185.00| 3632.05000 3632.05 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 150 | | | 0211 202-03000 LUMP| 5154.00000 5154.00| 1000.00000 1000.00| 3098.21000 3098.21 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 157 | | | 0212 202-03000 LUMP| 5154.00000 5154.00| 1125.00000 1125.00| 2383.89000 2383.89 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 177 | | | SECTION TOTALS | $ 10,923,642.15| $ 11,859,971.30| $ 12,480,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,923,642.15| $ 11,859,971.30| $ 12,480,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 | | |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT STR NO 41-45-7617, PRECAST THREE-SIDED REINFORCED CONCRETE CULVERT, 1 SPAN, TOTAL LENGTH 7.310 m | | | 0001 105-06845 LUMP| 400000.00000 400000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 27.000 MOS | 1700.00000 45900.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 625000.00000 625000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 250000.00000 250000.00| | CLEARING RIGHT OF WAY | | | 0005 202-01066 1297.000 m2 | 28.00000 36316.00| | HYDRO DEMOLITION | | | 0006 202-01405 962.000 m3 | 85.00000 81770.00| | CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0007 202-02240 65518.800 m2 | 11.00000 720706.80| | PAVEMENT, REMOVE | | | 0008 202-02241 899.200 m | 8.00000 7193.60| | GUARDRAIL, REMOVE | | | 0009 202-02273 1145.700 m2 | 11.00000 12602.70| | CENTER CURB, CONCRETE, REMOVE | | | 0010 202-02278 2861.200 m | 11.00000 31473.20| | CURB, CONCRETE, REMOVE | | | 0011 202-02279 1833.000 m | 11.00000 20163.00| | CURB AND GUTTER, REMOVE | | | 0012 202-51328 LUMP| 150000.00000 150000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0013 202-51330 LUMP| 250000.00000 250000.00| | PRESENT STRUCTURE, REMOVE STR. NO. 2 | | | 0014 202-51822 1394.000 m2 | 5.50000 7667.00| | BRIDGE DECK OVERLAY, REMOVE | | | 0015 202-52710 3329.100 m2 | 8.00000 26632.80| | SIDEWALK, CONCRETE, REMOVE | | | 0016 202-60820 2558.600 m2 | 5.00000 12793.00| | SURFACE MILLING, ASPHALT | | | 0017 202-78515 LUMP| 5000.00000 5000.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0018 203-02000 32226.600 m3 | 1.00000 32226.60| | EXCAVATION, COMMON | | | 0019 205-06931 3.520 Mg | 75.00000 264.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 | | |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-06933 9.000 EACH| 70.00000 630.00| | TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06937 325.400 m | 5.90000 1919.86| | TEMPORARY SILT FENCE | | | 0022 207-07498 37606.400 m2 | 13.00000 488883.20| | SUBGRADE TREATMENT, TYPE A | | | 0023 211-02050 69.600 m3 | 30.00000 2088.00| | B BORROW | | | 0024 211-07454 11545.600 m3 | 22.00000 254003.20| | STRUCTURE BACKFILL | | | 0025 303-52308 9567.000 Mg | 19.00000 181773.00| | COMPACTED AGGREGATE, O, 53 | | | 0026 304-07491 76.500 Mg | 110.00000 8415.00| | HMA PATCHING, TYPE C | | | 0027 401-06264 LUMP| 5000.00000 5000.00| | PROFILOGRAPH, HMA | | | 0028 401-07335 7607.100 Mg | 43.00000 327105.30| | QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0029 401-07404 19066.200 Mg | 32.00000 610118.40| | QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0030 401-07419 48611.500 Mg | 34.50000 1677096.75| | QC/QA-HMA, 4, 76, BASE, 25.0 mm | | | 0031 401-07430 27690.300 Mg | 34.50000 955315.35| | QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0032 402-07434 153.500 Mg | 50.00000 7675.00| | HMA SURFACE, TYPE C | | | 0033 402-07442 442.000 Mg | 35.00000 15470.00| | HMA BASE, TYPE C | | | 0034 405-05517 0.080 Mg | 350.00000 28.00| | ASPHALT FOR PRIME COAT | | | 0035 406-05520 104.000 Mg | 220.00000 22880.00| | ASPHALT FOR TACK COAT | | | 0036 601-01128 4.000 EACH| 1150.00000 4600.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0037 601-01522 4.000 EACH| 1250.00000 5000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-01846 1.000 EACH| 1750.00000 1750.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0039 601-04746 3.000 EACH| 4000.00000 12000.00| | ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 | | |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 601-94689 7.000 EACH| 1950.00000 13650.00| | GUARDRAIL END TREATMENT, OS | | | 0041 601-97774 1.000 EACH| 950.00000 950.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0042 601-99105 867.340 m | 29.50000 25586.53| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0043 602-06639 182.000 m | 70.00000 12740.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0044 602-06729 4.000 EACH| 7.00000 28.00| | BARRIER DELINEATOR | | | 0045 604-06069 1135.400 m2 | 48.10000 54612.74| | CURB RAMP, CONCRETE | | | 0046 604-91531 7542.200 m2 | 29.10000 219478.02| | SIDEWALK, CONCRETE, 100 mm | | | 0047 605-06120 1447.100 m | 36.10000 52240.31| | CURB, CONCRETE | | | 0048 605-06140 5276.100 m | 39.35000 207614.54| | CURB AND GUTTER, CONCRETE | | | 0049 605-06215 1930.800 m | 78.75000 152050.50| | CENTER CURB, D, CONCRETE | | | 0050 605-06255 24.000 m2 | 75.00000 1800.00| | CENTER CURB, D, CONCRETE | | | 0051 610-06259 424.200 m2 | 67.00000 28421.40| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0052 610-07488 3849.800 Mg | 44.00000 169391.20| | HMA FOR APPROACHES, TYPE C | | | 0053 611-05330 8305.500 m2 | 39.85000 330974.18| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0054 615-06490 147.000 EACH| 118.00000 17346.00| | RIGHT OF WAY MARKER | | | 0055 615-06505 17.000 EACH| 418.00000 7106.00| | MONUMENT, B | | | 0056 615-06527 1.000 EACH| 318.00000 318.00| | MONUMENT, SECTION CORNER | | | 0057 616-02320 597.000 m2 | 1.35000 805.95| | GEOTEXTILES | | | 0058 616-06405 413.600 Mg | 28.00000 11580.80| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 | | |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 621-01004 2.000 EACH| 875.00000 1750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0060 621-02770 6018.400 m2 | 1.76000 10592.38| | EROSION CONTROL BLANKET | | | 0061 621-06545 0.700 Mg | 278.00000 194.60| | FERTILIZER | | | 0062 621-06548 6.500 kg | 55.00000 357.50| | SEED MIXTURE, CV | | | 0063 621-06554 97.500 kg | 11.02000 1074.45| | SEED MIXTURE, U | | | 0064 621-06557 53.200 kg | 9.08000 483.06| | SEED MIXTURE, T | | | 0065 621-06565 5.300 Mg | 546.00000 2893.80| | MULCHING MATERIAL | | | 0066 621-06567 348.100 kL | 0.55000 191.46| | WATER | | | 0067 621-06575 19340.400 m2 | 3.72000 71946.29| | SODDING, NURSERY | | | 0068 702-44240 32.400 m3 | 895.00000 28998.00| | CONCRETE, A, STRUCTURES | | | 0069 702-51015 56.700 m3 | 312.00000 17690.40| | CONCRETE, B, FOOTINGS | | | 0070 702-51863 576.000 EACH| 7.50000 4320.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0071 702-93722 21.200 m3 | 450.00000 9540.00| | CONCRETE, C | | | 0072 703-06029 4481.000 kg | 1.60000 7169.60| | REINFORCING BARS, EPOXY COATED | | | 0073 703-51032 35419.000 kg | 1.63000 57732.97| | REINFORCING STEEL, EPOXY COATED | | | 0074 703-97936 184.000 EACH| 19.75000 3634.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0075 704-51002 41.900 m3 | 478.00000 20028.20| | CONCRETE, C, SUPERSTRUCTURE | | | 0076 706-05732 8.000 EACH| 1200.00000 9600.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0077 706-05733 4.000 EACH| 1200.00000 4800.00| | CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0078 706-51025 15.600 m | 150.00000 2340.00| | CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 | | |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 707-05971 36.300 m2 | 935.00000 33940.50| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 914 mm | | | 0080 708-51813 5.000 m2 | 650.00000 3250.00| | PNEUMATICALLY PLACED MORTAR | | | 0081 708-51814 5.000 m2 | 30.00000 150.00| | WELDED STEEL WIRE FABRIC | | | 0082 709-51821 LUMP| 1350.00000 1350.00| | SURFACE SEAL , STR. NO. 1 | | | 0083 709-51821 LUMP| 3120.00000 3120.00| | SURFACE SEAL , STR. NO. 2 | | | 0084 714-04802 67.300 m2 | 135.00000 9085.50| | CONCRETE MODULAR BLOCK WALL | | | 0085 714-26722 325.000 m | 2415.00000 784875.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 2400 mm | | | 0086 714-44240 9.300 m3 | 914.00000 8500.20| | CONCRETE, A, STRUCTURES | | | 0087 715-05024 32.000 m | 165.00000 5280.00| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0088 715-05048 7903.300 m | 8.00000 63226.40| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0089 715-05149 694.000 m | 60.00000 41640.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0090 715-05151 272.600 m | 65.00000 17719.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0091 715-05152 14.000 m | 70.00000 980.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0093 715-05154 463.600 m | 95.00000 44042.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0094 715-05156 576.200 m | 128.00000 73753.60| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0095 718-06532 1000.000 m | 3.00000 3000.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0096 718-52610 1634.700 m3 | 32.00000 52310.40| | AGGREGATE FOR UNDERDRAINS | | | 0097 718-99153 22683.400 m2 | 1.00000 22683.40| | GEOTEXTILES FOR UNDERDRAIN | | | 0098 720-01894 1.000 EACH| 430.00000 430.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0099 720-44000 22.000 EACH| 255.00000 5610.00| | CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 | | |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 720-44025 4.000 EACH| 390.00000 1560.00| | CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0101 720-44296 3.000 EACH| 200.00000 600.00| | CAP INLET | | | 0103 720-45075 6.000 EACH| 1600.00000 9600.00| | INLET, R13 | | | 0104 720-45275 1.000 EACH| 850.00000 850.00| | PIPE CATCH BASIN, 600 mm | | | 0105 720-45410 57.000 EACH| 2400.00000 136800.00| | MANHOLE, C4 | | | 0106 720-93409 2.000 EACH| 1800.00000 3600.00| | INLET, B15, MODIFIED | | | 0107 720-94612 1.000 EACH| 3330.00000 3330.00| | MANHOLE, K4 | | | 0108 720-95422 15.000 EACH| 3000.00000 45000.00| | MANHOLE, J4 | | | 0109 720-98174 9.000 EACH| 1800.00000 16200.00| | INLET, B15 | | | 0110 720-99416 87.000 EACH| 2440.00000 212280.00| | CATCH BASIN, B15 | | | 0111 720-99417 3.000 EACH| 2720.00000 8160.00| | CATCH BASIN, C15 | | | 0112 722-02861 5.000 m2 | 200.00000 1000.00| | BOX BEAM PATCHING, PARTIAL DEPTH | | | 0113 722-51842 1325.000 m2 | 67.50000 89437.50| | BRIDGE DECK OVERLAY | | | 0114 722-51846 11.400 m3 | 434.50000 4953.30| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0115 722-51852 66.000 m2 | 75.00000 4950.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0116 723-06660 59.600 m2 | 843.00000 50242.80| | WINGWALL | | | 0117 723-06919 26.000 m | 9664.00000 251264.00| | STRUCTURE, PRECAST THREE-SIDED, 7310 mm | | | X 3100 mm | | | 0118 731-93946 67.300 m2 | 85.00000 5720.50| | WALL ERECTION , CONCRETE MODULAR BLOCK | | | WALL | | | 0119 731-93947 57.200 m | 35.00000 2002.00| | LEVELING PAD, CONCRETE | | | 0121 801-01504 39.000 EACH| 19.00000 741.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 | | |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0122 801-01505 39.000 EACH| 29.00000 1131.00| | TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0123 801-04308 1.000 EACH| 312.00000 312.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0124 801-06203 17027.000 m | 0.65000 11067.55| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0125 801-06207 34457.000 m | 2.59000 89243.63| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0126 801-06211 217.000 EACH| 36.00000 7812.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0127 801-06212 155.000 EACH| 55.00000 8525.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0128 801-06606 20.000 EACH| 110.00000 2200.00| | BARRICADE, IIIB | | | 0129 801-06640 49.000 EACH| 157.00000 7693.00| | CONSTRUCTION SIGN, A | | | 0130 801-06645 12.000 EACH| 52.00000 624.00| | CONSTRUCTION SIGN, B | | | 0131 801-06710 1320.000 DAY | 10.00000 13200.00| | FLASHING ARROW SIGN | | | 0132 801-06775 LUMP| 678000.00000 678000.00| | MAINTAINING TRAFFIC | | | 0133 801-94295 16.000 EACH| 100.00000 1600.00| | SIGNAL HEAD, RELOCATE | | | 0134 805-01815 28.000 EACH| 1800.00000 50400.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0135 805-01842 77.000 EACH| 650.00000 50050.00| | HANDHOLE, SIGNAL | | | 0136 805-02152 42.000 EACH| 480.00000 20160.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0137 805-02373 2261.500 m | 3.90000 8819.85| | INTERCONNECT CABLE, FIBER OPTIC | | | 0138 805-06592 4047.300 m | 24.50000 99158.85| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0140 805-78205 57.000 EACH| 460.00000 26220.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 | | |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0141 805-78215 31.000 EACH| 480.00000 14880.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0142 805-78230 11.000 EACH| 780.00000 8580.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0143 805-78415 28.000 EACH| 1200.00000 33600.00| | SPAN, CATENARY, AND TETHER | | | 0144 805-78420 34.000 EACH| 220.00000 7480.00| | DISCONNECT HANGER | | | 0145 805-78445 7.000 EACH| 400.00000 2800.00| | SIGNAL SERVICE | | | 0146 805-78467 123.200 m | 4.00000 492.80| | SIGNAL CABLE, 3C 8GA. | | | 0147 805-78470 1146.770 m | 0.30000 344.03| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0148 805-78485 5705.500 m | 2.60000 14834.30| | SIGNAL CABLE, 5C 14GA. | | | 0149 805-78490 5425.000 m | 2.80000 15190.00| | SIGNAL CABLE, 7C 14GA. | | | 0150 805-78510 5636.600 m | 3.00000 16909.80| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0151 805-78746 297.000 m | 40.00000 11880.00| | PREFORMED LOOP DETECTORS | | | 0152 805-78785 82.000 EACH| 370.00000 30340.00| | SIGNAL DETECTOR HOUSING | | | 0153 805-78795 389.100 m | 24.20000 9416.22| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0154 805-78925 7.000 EACH| 550.00000 3850.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0155 805-81032 28.000 EACH| 2400.00000 67200.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0156 805-92504 80.000 EACH| 250.00000 20000.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0158 808-03002 1995.200 m | 0.92000 1835.58| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0159 808-03631 3707.700 m | 0.92000 3411.08| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0160 808-03632 5972.200 m | 0.92000 5494.42| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0164 808-06716 11986.000 m | 1.15000 13783.90| | LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 | | |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0172 808-75998 525.000 EACH| 18.25000 9581.25| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0174 808-95933 3259.400 m | 2.40000 7822.56| | CURB PAINTING, YELLOW | | | 0176 805-02087 LUMP| 1500.00000 1500.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0177 808-06848 164.900 m | 10.75000 1772.68| | LINE, EPOXY, DOTTED, WHITE, 100 mm, | | | 600m LINE, 1200 mm GAP | | | 0178 808-06849 134.300 m | 10.75000 1443.73| | LINE, EPOXY, DOTTED, YELLOW, 100 mm, | | | 600 mm LINE, 1200 mm GAP | | | 0179 808-74804 1254.500 m | 10.00000 12545.00| | LINE, EPOXY, SOLID, WHITE, 150 mm | | | 0180 808-04896 528.100 m | 0.92000 485.85| | LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0181 808-98000 546.600 m | 1.83000 1000.28| | LINE, EPOXY, SOLID, YELLOW, 200 mm | | | 0182 808-07310 153.900 m | 18.00000 2770.20| | TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 300 mm | | | 0183 808-74805 405.000 m | 33.50000 13567.50| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0184 808-74807 93.000 EACH| 135.00000 12555.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0185 808-74808 65.000 EACH| 138.00000 8970.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0186 105-04655 22.000 MOS | 1000.00000 22000.00| | FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0187 715-04612 177.000 m | 90.00000 15930.00| | PIPE , PVC, 300 mm, AWWA C900, DR18 | | | 0188 715-05914 321.500 m | 100.00000 32150.00| | PIPE, PVC, 450 mm , AWWA C905, DR25 | | | 0189 715-06533 1505.900 m | 155.00000 233414.50| | PIPE, PVC, 600 mm , AWWA C905, DR25 | | | 0190 715-96960 456.000 m | 87.00000 39672.00| | PIPE, PVC, 375 mm , AWWA C905, DR25 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 | | |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0191 715-04612 445.800 m | 235.00000 104763.00| | PIPE , PVC, 750 mm, AWWA C905, DR25 | | | 0192 805-78106 1.000 EACH| 9365.00000 9365.00| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE , TS2, TYPE 1 | | | 0193 805-78109 6.000 EACH| 6890.00000 41340.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE , TS2, TYPE 1 | | | 0194 202-03000 LUMP| 1700.00000 1700.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 66 | | | 0195 202-03000 LUMP| 1100.00000 1100.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 71 | | | 0196 202-03000 LUMP| 5000.00000 5000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 77 | | | 0197 202-03000 LUMP| 5000.00000 5000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 81 | | | 0198 202-03000 LUMP| 2500.00000 2500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 82 | | | 0199 202-03000 LUMP| 1200.00000 1200.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 89 | | | 0200 202-03000 LUMP| 600.00000 600.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 92 | | | 0201 202-03000 LUMP| 5000.00000 5000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 101 | | | 0202 202-03000 LUMP| 1000.00000 1000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 105SA | | | 0203 202-03000 LUMP| 1000.00000 1000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 114 | | | 0204 202-03000 LUMP| 1000.00000 1000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 125 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 121 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,893,364.04 ROUTE : US 41 CALL ORDER : 121 CONTRACT ID : R -25895-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 | | |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0205 202-03000 LUMP| 2000.00000 2000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 132 | | | 0206 202-03000 LUMP| 1000.00000 1000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 138 | | | 0207 202-03000 LUMP| 1000.00000 1000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 141 | | | 0208 202-03000 LUMP| 1000.00000 1000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 142 | | | 0209 202-03000 LUMP| 2000.00000 2000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 148 | | | 0210 202-03000 LUMP| 2000.00000 2000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 150 | | | 0211 202-03000 LUMP| 2000.00000 2000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 157 | | | 0212 202-03000 LUMP| 2000.00000 2000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 177 | | | SECTION TOTALS | $ 12,852,015.30| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,852,015.30| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,226,564.61 ROUTE : 66 CALL ORDER : 131 CONTRACT ID : R -26311-A COUNTIES : SPENCER WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 140 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0067017 0067017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 4,539,875.25 100.0000% 2 35-1139301 E & B PAVING, INC. $ 4,865,500.00 107.1725% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, 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| 20000.00000 20000.00| 35000.00000 35000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 1200.00000 8400.00| 2400.00000 16800.00| FIELD OFFICE, B | | | 0003 105-07039 10.000 MOS | 1200.00000 12000.00| 2400.00000 24000.00| FIELD OFFICE, B | | | 0004 110-01001 LUMP| 225000.00000 225000.00| 243000.00000 243000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-06587 2.000 ACRE| 2000.00000 4000.00| 5500.00000 11000.00| CLEARING AND GRUBBING | | | 0006 202-02241 25831.000 LFT | 1.15000 29705.65| 1.15000 29705.65| GUARDRAIL, REMOVE | | | 0007 202-02245 1.000 EACH| 500.00000 500.00| 350.00000 350.00| TREE, 6 IN., REMOVE | | | 0008 202-02272 1682.000 LFT | 5.65000 9503.30| 7.10000 11942.20| PAVED SIDE DITCH, REMOVE | | | 0009 202-60820 252567.000 SYS | 0.60000 151540.20| 0.70000 176796.90| SURFACE MILLING, ASPHALT | | | 0010 202-78515 LUMP| 1200.00000 1200.00| 1200.00000 1200.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 202-94749 21205.000 LFT | 1.00000 21205.00| 1.40000 29687.00| CURB, ASPHALT, REMOVE | | | 0012 202-94810 11.000 EACH| 280.00000 3080.00| 215.00000 2365.00| CURB TURNOUT, REMOVE | | | 0013 202-96151 LUMP| 500.00000 500.00| 500.00000 500.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0014 203-90014 289.400 STA | 145.00000 41963.00| 1041.27000 301343.54| LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,226,564.61 ROUTE : 66 CALL ORDER : 131 CONTRACT ID : R -26311-A COUNTIES : SPENCER WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-91878 3990.000 LFT | 4.35000 17356.50| 4.45000 17755.50| LINEAR DITCH GRADING | | | 0016 205-06932 1104.000 LFT | 7.50000 8280.00| 8.75000 9660.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 15.000 EACH| 35.00000 525.00| 62.00000 930.00| TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 3340.000 LFT | 3.00000 10020.00| 2.60000 8684.00| TEMPORARY SILT FENCE | | | 0019 303-01180 16652.000 TON | 19.50000 324714.00| 17.30000 288079.60| COMPACTED AGGREGATE, NO. 53 | | | 0020 304-07490 641.000 TON | 85.00000 54485.00| 105.00000 67305.00| HMA PATCHING, TYPE B | | | 0021 401-06264 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| PROFILOGRAPH, HMA | | | 0022 401-07320 7455.000 TON | 34.00000 253470.00| 36.00000 268380.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0023 401-07328 14730.000 TON | 42.00000 618660.00| 39.00000 574470.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0024 401-07379 20024.000 TON | 35.00000 700840.00| 32.00000 640768.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0025 401-07389 9939.000 TON | 33.00000 327987.00| 30.00000 298170.00| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0026 401-07406 10110.000 TON | 30.00000 303300.00| 35.00000 353850.00| QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0027 401-07408 8143.000 TON | 32.00000 260576.00| 35.00000 285005.00| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0028 406-05520 142.600 TON | 180.00000 25668.00| 200.00000 28520.00| ASPHALT FOR TACK COAT | | | 0029 601-01625 10.000 EACH| 1325.00000 13250.00| 1325.00000 13250.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-01700 3.000 EACH| 1585.00000 4755.00| 1585.00000 4755.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0031 601-01740 5.000 EACH| 1670.00000 8350.00| 1670.00000 8350.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0032 601-93346 10.000 EACH| 85.00000 850.00| 85.00000 850.00| GUARD RAIL CONNECTOR, AS | | | 0033 601-94689 12.000 EACH| 2000.00000 24000.00| 1765.00000 21180.00| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,226,564.61 ROUTE : 66 CALL ORDER : 131 CONTRACT ID : R -26311-A COUNTIES : SPENCER WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 601-94690 4.000 EACH| 3000.00000 12000.00| 2950.00000 11800.00| GUARDRAIL END TREATMENT, MS | | | 0035 601-99105 24276.000 LFT | 8.25000 200277.00| 8.25000 200277.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 601-99108 678.600 LFT | 13.00000 8821.80| 13.00000 8821.80| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0037 603-05727 742.000 LFT | 4.50000 3339.00| 4.50000 3339.00| FENCE, FARM FIELD, TENSION WIRE, 47 IN. | | | 0038 603-06040 742.000 LFT | 6.10000 4526.20| 6.10000 4526.20| FENCE, FARM FIELD, 47 IN. | | | 0039 606-07484 30700.000 LFT | 0.25000 7675.00| 0.50000 15350.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0040 610-07487 3390.000 TON | 45.00000 152550.00| 42.00000 142380.00| HMA FOR APPROACHES, TYPE B | | | 0041 611-06498 1.000 EACH| 225.00000 225.00| 225.00000 225.00| MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06525 1.000 EACH| 215.00000 215.00| 805.00000 805.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0043 616-02320 1470.000 SYS | 2.00000 2940.00| 2.10000 3087.00| GEOTEXTILES | | | 0044 616-06405 400.000 TON | 29.00000 11600.00| 32.80000 13120.00| RIPRAP, REVETMENT | | | 0045 616-06451 145.000 TON | 29.00000 4205.00| 32.80000 4756.00| RIPRAP, UNIFORM | | | 0046 621-01004 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06560 10750.000 SYS | 0.43000 4622.50| 0.43000 4622.50| MULCHED SEEDING, U | | | 0048 621-06575 150.000 SYS | 10.00000 1500.00| 10.00000 1500.00| SODDING, NURSERY | | | 0049 702-90915 0.800 CYS | 1200.00000 960.00| 930.00000 744.00| CONCRETE, A | | | 0050 715-01662 150.000 LFT | 13.50000 2025.00| 22.50000 3375.00| PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0051 715-05019 16.000 LFT | 240.00000 3840.00| 93.00000 1488.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0052 715-05053 836.000 LFT | 15.00000 12540.00| 9.70000 8109.20| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0053 715-05118 136.000 LFT | 95.00000 12920.00| 52.00000 7072.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,226,564.61 ROUTE : 66 CALL ORDER : 131 CONTRACT ID : R -26311-A COUNTIES : SPENCER WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05119 29.000 LFT | 104.00000 3016.00| 67.00000 1943.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0055 715-05127 6.000 LFT | 175.00000 1050.00| 142.00000 852.00| PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0056 715-05841 1.000 EACH| 825.00000 825.00| 3875.00000 3875.00| CONCRETE ANCHOR, 60 IN. | | | 0057 715-46000 25.000 EACH| 160.00000 4000.00| 340.00000 8500.00| PIPE END SECTION, 12 IN. | | | 0058 715-46005 8.000 EACH| 200.00000 1600.00| 375.00000 3000.00| PIPE END SECTION, 15 IN. | | | 0059 715-46010 4.000 EACH| 290.00000 1160.00| 425.00000 1700.00| PIPE END SECTION, 18 IN. | | | 0060 715-46040 11.000 EACH| 520.00000 5720.00| 775.00000 8525.00| PIPE END SECTION, 36 IN. | | | 0061 718-06528 41.000 EACH| 450.00000 18450.00| 500.00000 20500.00| OUTLET PROTECTOR, 1 | | | 0062 718-06529 3.000 EACH| 450.00000 1350.00| 475.00000 1425.00| OUTLET PROTECTOR, 2 | | | 0063 718-06531 2.000 EACH| 450.00000 900.00| 425.00000 850.00| OUTLET PROTECTOR, 3 | | | 0064 720-44296 57.000 EACH| 375.00000 21375.00| 415.00000 23655.00| CAP INLET | | | 0065 720-45065 1.000 EACH| 2600.00000 2600.00| 2375.00000 2375.00| INLET, N12 | | | 0066 720-45070 2.000 EACH| 2000.00000 4000.00| 2455.00000 4910.00| INLET, P12A | | | 0067 720-96995 5.000 EACH| 300.00000 1500.00| 320.00000 1600.00| CLEAN INLET | | | 0068 725-06858 1530.000 LFT | 56.10000 85833.00| 56.10000 85833.00| PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0069 725-06863 202.000 LFT | 131.03000 26468.06| 131.03000 26468.06| PIPE LINER, THERMOPLASTIC, AREA 11.6 SFT| | | 0070 725-06865 538.000 LFT | 20.50000 11029.00| 20.50000 11029.00| PIPE LINER, THERMOPLASTIC, 12 IN. | | | 0071 725-06866 92.000 LFT | 57.52000 5291.84| 57.52000 5291.84| PIPE LINER, THERMOPLASTIC, 15 IN. | | | 0072 725-06867 40.000 LFT | 77.20000 3088.00| 77.20000 3088.00| PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0073 725-06872 290.000 LFT | 77.82000 22567.80| 77.82000 22567.80| PIPE LINER, THERMOPLASTIC, 42 IN. | | | 0074 725-06874 150.000 LFT | 147.02000 22053.00| 147.02000 22053.00| PIPE LINER, THERMOPLASTIC, 60 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,226,564.61 ROUTE : 66 CALL ORDER : 131 CONTRACT ID : R -26311-A COUNTIES : SPENCER WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 801-06203 28015.000 LFT | 0.06000 1680.90| 0.06000 1680.90| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0076 801-06207 28015.000 LFT | 0.79000 22131.85| 0.79000 22131.85| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0077 801-06216 240.000 LFT | 2.25000 540.00| 2.25000 540.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0078 801-06218 240.000 LFT | 6.00000 1440.00| 6.00000 1440.00| TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0079 801-06640 39.000 EACH| 85.00000 3315.00| 85.00000 3315.00| CONSTRUCTION SIGN, A | | | 0080 801-06645 48.000 EACH| 35.00000 1680.00| 35.00000 1680.00| CONSTRUCTION SIGN, B | | | 0081 801-06710 60.000 DAY | 16.00000 960.00| 16.00000 960.00| FLASHING ARROW SIGN | | | 0082 801-06735 1120.000 EACH| 14.00000 15680.00| 20.50000 22960.00| TUBULAR MARKER, PERMANENT | | | 0083 801-06775 LUMP| 50000.00000 50000.00| 80800.30000 80800.30| MAINTAINING TRAFFIC | | | 0084 801-07119 2232.000 LFT | 9.00000 20088.00| 9.00000 20088.00| BARRICADE, III-B | | | 0085 802-05701 1242.200 LFT | 8.50000 10558.70| 8.50000 10558.70| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0086 802-05702 1003.800 LFT | 7.50000 7528.50| 7.50000 7528.50| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0087 802-76025 980.000 SFT | 13.44000 13171.20| 13.44000 13171.20| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0088 802-91122 25.000 EACH| 18.75000 468.75| 18.75000 468.75| SIGN, GROUND MOUNTED, RESET | | | 0089 804-06771 302.000 EACH| 22.50000 6795.00| 12.50000 3775.00| DELINEATOR POST, FLEXIBLE | | | 0090 805-01815 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0091 805-01842 7.000 EACH| 630.00000 4410.00| 630.00000 4410.00| HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 131 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,226,564.61 ROUTE : 66 CALL ORDER : 131 CONTRACT ID : R -26311-A COUNTIES : SPENCER WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 805-01879 1.000 EACH| 450.00000 450.00| 450.00000 450.00| SIGNAL SERVICE, INSTALL | | | 0093 805-02503 1194.400 LFT | 0.25000 298.60| 0.25000 298.60| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0094 805-06592 951.200 LFT | 9.60000 9131.52| 9.60000 9131.52| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0095 805-06974 LUMP| 81000.00000 81000.00| 80606.51000 80606.51| WIM STATION, 4 LANE PIEZO | | | 0096 805-78100 1.000 EACH| 7960.00000 7960.00| 7960.00000 7960.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0097 805-78205 8.000 EACH| 528.00000 4224.00| 528.00000 4224.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0098 805-78415 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| SPAN, CATENARY, AND TETHER | | | 0099 805-78420 4.000 EACH| 216.00000 864.00| 216.00000 864.00| DISCONNECT HANGER | | | 0100 805-78467 64.600 LFT | 1.50000 96.90| 1.50000 96.90| SIGNAL CABLE, 3C 8GA. | | | 0101 805-78485 345.300 LFT | 1.00000 345.30| 1.00000 345.30| SIGNAL CABLE, 5C 14GA. | | | 0102 805-78490 567.300 LFT | 1.10000 624.03| 1.10000 624.03| SIGNAL CABLE, 7C 14GA. | | | 0103 805-78510 2236.400 LFT | 0.80000 1789.12| 0.80000 1789.12| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0104 805-78785 4.000 EACH| 450.00000 1800.00| 450.00000 1800.00| SIGNAL DETECTOR HOUSING | | | 0105 805-78795 238.700 LFT | 8.00000 1909.60| 8.00000 1909.60| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0106 805-78925 1.000 EACH| 625.00000 625.00| 625.00000 625.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0107 805-81060 4.000 EACH| 2950.00000 11800.00| 2950.00000 11800.00| SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0108 805-95296 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| SIGNAL HEADS, TEMPORARY, INSTALL | | | 0109 808-06701 12922.000 LFT | 0.23000 2972.06| 0.23000 2972.06| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0110 808-06703 73102.000 LFT | 0.23000 16813.46| 0.23000 16813.46| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 131 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,226,564.61 ROUTE : 66 CALL ORDER : 131 CONTRACT ID : R -26311-A COUNTIES : SPENCER WARRICK LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 808-06716 29455.000 LFT | 0.23000 6774.65| 0.23000 6774.65| LINE, REMOVE | | | 0112 808-75215 665.000 LFT | 1.50000 997.50| 1.50000 997.50| LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0113 808-75245 59202.000 LFT | 0.23000 13616.46| 0.23000 13616.46| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0114 808-75297 629.100 LFT | 3.00000 1887.30| 3.00000 1887.30| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0115 808-75320 8.000 EACH| 47.00000 376.00| 47.00000 376.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0116 808-75325 4.000 EACH| 63.00000 252.00| 63.00000 252.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0117 808-75996 796.000 EACH| 5.50000 4378.00| 3.25000 2587.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0118 808-75998 761.000 EACH| 17.00000 12937.00| 17.00000 12937.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0119 808-96016 242.000 LFT | 1.50000 363.00| 1.50000 363.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | SECTION TOTALS | $ 4,539,875.25| $ 4,865,500.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,539,875.25| $ 4,865,500.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 27 CALL ORDER : 141 CONTRACT ID : R -26399-A COUNTIES : RANDOLPH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/18/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,892,984.52 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 227 CALL ORDER : 151 CONTRACT ID : R -26401-A COUNTIES : UNION WAYNE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 125 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,149,249.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-70 CALL ORDER : 161 CONTRACT ID : R -26459-A COUNTIES : CLAY LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/03/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,981,649.63 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 204,310.92 ROUTE : 70 CALL ORDER : 171 CONTRACT ID : R -26573-A COUNTIES : HANCOCK MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/31/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0703240 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 76,279.27 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 133,908.55 175.5503% 3 35-1139301 E & B PAVING, INC. $ 169,848.80 222.6670% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 279,992.00 367.0617% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0999231 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT PATCHING | | | 0001 110-07025 4.000 EACH| 1414.20000 5656.80| 5685.77000 22743.08| 1800.00000 7200.00 MOBILIZATION AND DEMOBILIZATION , | | | EMERGENCY RESPONSE | | | 0002 303-01180 400.000 TON | 27.90000 11160.00| 28.14000 11256.00| 33.00000 13200.00 COMPACTED AGGREGATE, NO. 53 , FOR | | | UNDERCUT OF PATCH | | | 0003 503-05240 288.000 LFT | 10.11000 2911.68| 10.82000 3116.16| 20.00000 5760.00 D-1 CONTRACTION JOINT | | | 0004 506-06333 240.000 SYS | 73.82000 17716.80| 141.74000 34017.60| 160.00000 38400.00 PCCP PATCHING, FULL DEPTH , 50 SYS AND | | | OVER | | | 0005 506-06333 180.000 SYS | 73.82000 13287.60| 165.56000 29800.80| 190.00000 34200.00 PCCP PATCHING, FULL DEPTH , UNDER 50 SYS| | | 0006 801-06640 48.000 EACH| 54.00000 2592.00| 99.62000 4781.76| 85.60000 4108.80 CONSTRUCTION SIGN, A | | | 0007 801-06710 12.000 DAY | 16.20000 194.40| 17.46000 209.52| 15.00000 180.00 FLASHING ARROW SIGN | | | 0008 801-06775 LUMP| 9799.99000 9799.99| 16811.55000 16811.55| 10800.00000 10800.00 MAINTAINING TRAFFIC , PER HALF MILE | | | INCREMENT | | | 0009 801-09133 8.000 EACH| 1620.00000 12960.00| 1396.51000 11172.08| 7000.00000 56000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 76,279.27| $ 133,908.55| $ 169,848.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 76,279.27| $ 133,908.55| $ 169,848.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 204,310.92 ROUTE : 70 CALL ORDER : 171 CONTRACT ID : R -26573-A COUNTIES : HANCOCK MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD 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 PAVEMENT PATCHING | | | 0001 110-07025 4.000 EACH| 6000.00000 24000.00| | MOBILIZATION AND DEMOBILIZATION , | | | EMERGENCY RESPONSE | | | 0002 303-01180 400.000 TON | 45.00000 18000.00| | COMPACTED AGGREGATE, NO. 53 , FOR | | | UNDERCUT OF PATCH | | | 0003 503-05240 288.000 LFT | 14.00000 4032.00| | D-1 CONTRACTION JOINT | | | 0004 506-06333 240.000 SYS | 220.00000 52800.00| | PCCP PATCHING, FULL DEPTH , 50 SYS AND | | | OVER | | | 0005 506-06333 180.000 SYS | 630.00000 113400.00| | PCCP PATCHING, FULL DEPTH , UNDER 50 SYS| | | 0006 801-06640 48.000 EACH| 90.00000 4320.00| | CONSTRUCTION SIGN, A | | | 0007 801-06710 12.000 DAY | 20.00000 240.00| | FLASHING ARROW SIGN | | | 0008 801-06775 LUMP| 4000.00000 4000.00| | MAINTAINING TRAFFIC , PER HALF MILE | | | INCREMENT | | | 0009 801-09133 8.000 EACH| 7400.00000 59200.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 279,992.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 279,992.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 173 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 98,072.17 ROUTE : I-69 CALL ORDER : 173 CONTRACT ID : R -26574-A COUNTIES : MADISON LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 71,500.00 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 77,877.62 108.9197% 3 35-1374866 PRIMCO, INC. $ 85,957.84 120.2207% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 93,750.00 131.1188% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0999231 |(3) 35-1374866 |E & B PAVING, INC. |HUNT PAVING COMPANY, INC. |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR- WITH FULL DEPTH PCCP PATCHING | | | 0001 105-06845 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 1.000 MOS | 2000.00000 2000.00| 4000.00000 4000.00| 2861.00000 2861.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 3575.00000 3575.00| 4000.00000 4000.00| 5674.44000 5674.44 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 456.000 SYS | 30.00000 13680.00| 7.00000 3192.00| 34.00000 15504.00 PAVEMENT, REMOVE | | | 0005 301-07448 452.000 TON | 18.00000 8136.00| 17.50000 7910.00| 17.00000 7684.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 503-05240 240.000 LFT | 25.00000 6000.00| 9.00000 2160.00| 17.00000 4080.00 D-1 CONTRACTION JOINT | | | 0007 506-06333 456.000 SYS | 55.00000 25080.00| 90.00000 41040.00| 50.00000 22800.00 PCCP PATCHING, FULL DEPTH , 13 IN. | | | 0008 507-07482 684.000 LFT | 1.80000 1231.20| 2.71000 1853.64| 6.70000 4582.80 CRACKS AND JOINTS IN PCCP, ROUT AND SEAL| | | 0009 801-01093 2.000 EACH| 500.00000 1000.00| 593.36000 1186.72| 500.00000 1000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0010 801-06198 5.000 DAY | 350.00000 1750.00| 450.00000 2250.00| 1300.00000 6500.00 PATROLLER | | | 0011 801-06640 5.000 EACH| 125.00000 625.00| 125.00000 625.00| 125.00000 625.00 CONSTRUCTION SIGN, A | | | 0012 801-06710 10.000 DAY | 20.00000 200.00| 23.73000 237.30| 20.00000 200.00 FLASHING ARROW SIGN | | | 0013 801-06775 LUMP| 4731.20000 4731.20| 6000.00000 6000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 173 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 98,072.17 ROUTE : I-69 CALL ORDER : 173 CONTRACT ID : R -26574-A COUNTIES : MADISON LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0999231 |(3) 35-1374866 |E & B PAVING, INC. |HUNT PAVING COMPANY, INC. |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-07215 5.000 DAY | 100.00000 500.00| 118.67000 593.35| 100.00000 500.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0015 808-06702 85.000 LFT | 3.00000 255.00| 3.56000 302.60| 3.00000 255.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0016 808-06703 342.000 LFT | 2.30000 786.60| 2.73000 933.66| 2.30000 786.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0017 808-75996 5.000 EACH| 20.00000 100.00| 35.60000 178.00| 11.00000 55.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-75998 5.000 EACH| 70.00000 350.00| 83.07000 415.35| 70.00000 350.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 71,500.00| $ 77,877.62| $ 85,957.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 71,500.00| $ 77,877.62| $ 85,957.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 173 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 98,072.17 ROUTE : I-69 CALL ORDER : 173 CONTRACT ID : R -26574-A COUNTIES : MADISON LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD 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 PAVEMENT REPAIR- WITH FULL DEPTH PCCP PATCHING | | | 0001 105-06845 LUMP| 2650.00000 2650.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 1.000 MOS | 3000.00000 3000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 6000.00000 6000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 456.000 SYS | 35.00000 15960.00| | PAVEMENT, REMOVE | | | 0005 301-07448 452.000 TON | 25.00000 11300.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 503-05240 240.000 LFT | 11.00000 2640.00| | D-1 CONTRACTION JOINT | | | 0007 506-06333 456.000 SYS | 75.00000 34200.00| | PCCP PATCHING, FULL DEPTH , 13 IN. | | | 0008 507-07482 684.000 LFT | 5.00000 3420.00| | CRACKS AND JOINTS IN PCCP, ROUT AND SEAL| | | 0009 801-01093 2.000 EACH| 420.00000 840.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0010 801-06198 5.000 DAY | 575.00000 2875.00| | PATROLLER | | | 0011 801-06640 5.000 EACH| 55.00000 275.00| | CONSTRUCTION SIGN, A | | | 0012 801-06710 10.000 DAY | 13.00000 130.00| | FLASHING ARROW SIGN | | | 0013 801-06775 LUMP| 7023.00000 7023.00| | MAINTAINING TRAFFIC | | | 0014 801-07215 5.000 DAY | 300.00000 1500.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0015 808-06702 85.000 LFT | 2.00000 170.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0016 808-06703 342.000 LFT | 1.00000 342.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0017 808-75996 5.000 EACH| 15.00000 75.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-75998 5.000 EACH| 270.00000 1350.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 173 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 98,072.17 ROUTE : I-69 CALL ORDER : 173 CONTRACT ID : R -26574-A COUNTIES : MADISON LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD 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 TOTALS | $ 93,750.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 93,750.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 183 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,592,000.00 ROUTE : S GRANT ST (GARY) CALL ORDER : 183 CONTRACT ID : R -26591-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 12/19/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N501010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL $ 2,885,000.00 100.0000% 2 36-2364802 HASSE CONSTRUCTION CO $ 3,220,841.47 111.6409% 3 35-1489621 HRP CONSTRUCTION, INC. $ 3,585,029.98 124.2644% ==================================================================================================================================== |(1) 36-2231526 |(2) 36-2364802 |(3) 35-1489621 |WALSH CONSTR CO. OF ILL |HASSE CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 STORM SEWER AND PUMP STATION CONSTRUCTION | | | 0001 105-06657 10.000 MOS | 145.00000 1450.00| 500.00000 5000.00| 100.00000 1000.00 PHONE, CELLULAR | | | 0002 105-06845 LUMP| 150000.00000 150000.00| 6000.00000 6000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 105-07038 10.000 MOS | 1950.00000 19500.00| 1000.00000 10000.00| 1400.00000 14000.00 FIELD OFFICE, A | | | 0004 110-01001 LUMP| 140000.00000 140000.00| 66000.00000 66000.00| 150000.00000 150000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 73000.00000 73000.00| 52250.00000 52250.00| 75000.00000 75000.00 CLEARING RIGHT OF WAY | | | 0006 202-02241 220.000 m | 15.00000 3300.00| 18.00000 3960.00| 15.00000 3300.00 GUARDRAIL, REMOVE | | | 0007 202-02279 120.000 m | 14.37000 1724.40| 8.00000 960.00| 14.00000 1680.00 CURB AND GUTTER, REMOVE | | | 0008 202-02279 40.000 m | 14.35000 574.00| 10.00000 400.00| 16.00000 640.00 CURB AND GUTTER, REMOVE 230mm HIGHBACK | | | CURB x 840mm WIDE | | | 0009 202-78515 LUMP| 2200.00000 2200.00| 2000.00000 2000.00| 2200.00000 2200.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-93995 4.000 EACH| 750.00000 3000.00| 200.00000 800.00| 200.00000 800.00 SIGNAL POLE FOUNDATION, REMOVE B-BASE | | | 0011 202-94425 102.500 m2 | 31.82000 3261.55| 11.00000 1127.50| 10.00000 1025.00 APRON, REMOVE CONCRETE | | | 0012 203-02100 1000.000 m3 | 18.36000 18360.00| 39.00000 39000.00| 21.00000 21000.00 EXCAVATION, PEAT | | | 0013 211-07454 18000.000 m3 | 15.00000 270000.00| 32.00000 576000.00| 16.00000 288000.00 STRUCTURE BACKFILL | | | 0014 213-52830 20.000 m3 | 115.55000 2311.00| 100.00000 2000.00| 80.00000 1600.00 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 183 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,592,000.00 ROUTE : S GRANT ST (GARY) CALL ORDER : 183 CONTRACT ID : R -26591-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 36-2364802 |(3) 35-1489621 |WALSH CONSTR CO. OF ILL |HASSE CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-01180 4400.000 Mg | 12.23000 53812.00| 18.50000 81400.00| 15.00000 66000.00 COMPACTED AGGREGATE, NO. 53 | | | 0016 401-07328 1065.000 Mg | 48.50000 51652.50| 53.50000 56977.50| 54.00000 57510.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0017 401-07398 1770.000 Mg | 41.05000 72658.50| 45.50000 80535.00| 52.00000 92040.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0018 401-07408 1035.000 Mg | 43.83000 45364.05| 48.25000 49938.75| 50.00000 51750.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0019 406-05520 4.000 Mg | 382.26000 1529.04| 430.00000 1720.00| 400.00000 1600.00 ASPHALT FOR TACK COAT | | | 0020 604-04806 625.000 m3 | 19.76000 12350.00| 34.00000 21250.00| 25.00000 15625.00 BEDDING | | | 0021 605-06140 120.000 m | 59.00000 7080.00| 64.00000 7680.00| 50.00000 6000.00 CURB AND GUTTER, CONCRETE | | | 0022 605-06140 40.000 m | 80.00000 3200.00| 68.50000 2740.00| 80.00000 3200.00 CURB AND GUTTER, CONCRETE 230mm | | | HIGHBACK CURB 840mm WIDE | | | 0023 611-94923 110.000 m2 | 50.26000 5528.60| 55.00000 6050.00| 50.00000 5500.00 CEMENT CONCRETE PAVEMENT FOR APPROACHES | | | 0024 621-06570 260.000 m3 | 15.77000 4100.20| 34.00000 8840.00| 14.00000 3640.00 TOP SOIL | | | 0025 621-06574 3200.000 m2 | 4.02000 12864.00| 4.50000 14400.00| 4.02000 12864.00 SODDING | | | 0026 715-05024 744.000 m | 260.00000 193440.00| 250.00000 186000.00| 230.00000 171120.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0027 715-05154 722.000 m | 160.00000 115520.00| 180.00000 129960.00| 195.00000 140790.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0028 715-05156 250.000 m | 210.00000 52500.00| 214.00000 53500.00| 215.00000 53750.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0029 715-05161 581.000 m | 335.00000 194635.00| 401.00000 232981.00| 280.00000 162680.00 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0030 715-05408 5.000 m | 250.00000 1250.00| 1250.00000 6250.00| 3500.00000 17500.00 PIPE, SANITARY SEWER, 200 mm DROP PIPE | | | 0031 715-05409 610.000 m | 135.00000 82350.00| 127.00000 77470.00| 168.00000 102480.00 PIPE, SANITARY SEWER, 250 mm | | | 0032 715-05411 694.000 m | 165.00000 114510.00| 144.00000 99936.00| 172.00000 119368.00 PIPE, SANITARY SEWER, 300 mm | | | 0033 715-05711 200.000 m | 100.00000 20000.00| 90.00000 18000.00| 190.00000 38000.00 PIPE, SANITARY SEWER, 150 mm | | | 0034 715-90548 LUMP| 820000.00000 820000.00| 1085000.00000 1085000.00| 1305000.00000 1305000.00 STORMWATER LIFT STATION , PUMP STATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 183 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,592,000.00 ROUTE : S GRANT ST (GARY) CALL ORDER : 183 CONTRACT ID : R -26591-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 36-2364802 |(3) 35-1489621 |WALSH CONSTR CO. OF ILL |HASSE CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 716-93857 10.000 m | 2000.00000 20000.00| 2200.00000 22000.00| 2000.00000 20000.00 PIPE, JACKED, 600 mm , 12.7mm | | | 0036 720-45410 22.000 EACH| 2750.00000 60500.00| 2080.00000 45760.00| 8400.00000 184800.00 MANHOLE, C4 | | | 0037 720-45415 8.000 EACH| 3100.00000 24800.00| 2185.00000 17480.00| 9200.00000 73600.00 MANHOLE, D4 | | | 0038 720-45416 8.000 EACH| 3800.00000 30400.00| 2500.00000 20000.00| 11600.00000 92800.00 MANHOLE, E4 | | | 0039 801-04308 9.000 EACH| 127.00000 1143.00| 240.00000 2160.00| 127.00000 1143.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06207 15000.000 m | 2.58000 38700.00| 2.70000 40500.00| 2.58000 38700.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0041 801-06216 108.000 m | 3.54000 382.32| 6.20000 669.60| 3.54000 382.32 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm STOP BAR | | | 0042 801-06640 47.000 EACH| 73.00000 3431.00| 135.00000 6345.00| 73.00000 3431.00 CONSTRUCTION SIGN, A | | | 0043 801-06710 730.000 DAY | 10.00000 7300.00| 10.00000 7300.00| 10.00000 7300.00 FLASHING ARROW SIGN | | | 0044 801-06775 LUMP| 103106.78000 103106.78| 25000.00000 25000.00| 123000.00000 123000.00 MAINTAINING TRAFFIC | | | 0045 801-07119 30.000 m | 22.96000 688.80| 32.00000 960.00| 22.96000 688.80 BARRICADE, III-B | | | 0046 802-76035 14.864 m2 | 174.95000 2600.46| 180.00000 2675.52| 174.95000 2600.46 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0047 805-01893 LUMP| 11920.00000 11920.00| 10000.00000 10000.00| 11920.00000 11920.00 MAINTAINING TRAFFIC SIGNAL | | | 0048 805-02595 10.000 EACH| 180.00000 1800.00| 230.00000 2300.00| 180.00000 1800.00 CONTROLLER, RESET TIMING | | | 0049 806-53072 LUMP| 13770.00000 13770.00| 18000.00000 18000.00| 13770.00000 13770.00 TEMPORARY TRAFFIC SIGNAL | | | 0050 808-06711 750.000 m | 0.40000 300.00| 0.70000 525.00| 0.40000 300.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0051 808-06713 2940.000 m | 0.40000 1176.00| 0.70000 2058.00| 0.40000 1176.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 2940.000 m | 0.40000 1176.00| 0.70000 2058.00| 0.40000 1176.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 808-06716 5880.000 m | 1.31000 7702.80| 1.40000 8232.00| 1.48000 8702.40 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 183 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,592,000.00 ROUTE : S GRANT ST (GARY) CALL ORDER : 183 CONTRACT ID : R -26591-A COUNTIES : LAKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 36-2364802 |(3) 35-1489621 |WALSH CONSTR CO. OF ILL |HASSE CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-06726 70.000 m | 10.00000 700.00| 6.50000 455.00| 10.00000 700.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0055 808-75100 108.000 m | 3.50000 378.00| 2.20000 237.60| 3.50000 378.00 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 150 mm | | | SECTION TOTALS | $ 2,885,000.00| $ 3,220,841.47| $ 3,585,029.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,885,000.00| $ 3,220,841.47| $ 3,585,029.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 253,924.74 ROUTE : 109 CALL ORDER : 191 CONTRACT ID : R -26617-A COUNTIES : MADISON LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/04/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1790015 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 124,115.15 100.0000% 2 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 149,321.40 120.3087% 3 35-1315965 FOX CONTRACTORS CORP. $ 179,177.13 144.3636% 4 35-1991044 JOHNSON COMPANY INC. $ 213,917.40 172.3539% 5 35-1875662 CRIDER & CRIDER, INC. $ 228,925.20 184.4458% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-2031359 |(3) 35-1315965 |YARDBERRY LANDSCAPE |HERITAGE INDUSTRIAL SERVICES|FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 110-01001 LUMP| 5800.00000 5800.00| 7369.15000 7369.15| 4810.54000 4810.54 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-04089 10.000 EACH| 20.00000 200.00| 140.00000 1400.00| 126.34000 1263.40 SIGN, SHEET, REMOVE | | | 0003 203-02000 8499.000 m3 | 5.65000 48019.35| 7.90000 67142.10| 12.24000 104027.76 EXCAVATION, COMMON | | | 0004 616-02320 153.600 m2 | 4.00000 614.40| 5.00000 768.00| 4.41000 677.38 GEOTEXTILES | | | 0005 616-06405 278.700 Mg | 25.00000 6967.50| 45.00000 12541.50| 32.63000 9093.98 RIPRAP, REVETMENT | | | 0006 621-01004 1.000 EACH| 500.00000 500.00| 675.00000 675.00| 679.23000 679.23 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0007 621-04258 58.240 kg | 420.34000 24480.60| 180.00000 10483.20| 183.92000 10711.50 SEED MIXTURE , SEDGE MEADOW SEED MIX | | | 0008 621-06545 1.840 Mg | 500.00000 920.00| 475.00000 874.00| 489.05000 899.85 FERTILIZER | | | 0009 621-06565 18.410 Mg | 320.00000 5891.20| 425.00000 7824.25| 432.62000 7964.53 MULCHING MATERIAL | | | 0010 621-52448 1.000 EACH| 35.00000 35.00| 26.00000 26.00| 26.12000 26.12 SIGN, DO NOT SPRAY | | | 0011 622-91786 4770.000 EACH| 3.15000 15025.50| 3.10000 14787.00| 3.19000 15216.30 SEEDLING | | | 0012 622-98200 2.000 EACH| 40.00000 80.00| 26.00000 52.00| 26.12000 52.24 SIGN, DO NOT DISTURB | | | 0013 702-90915 7.400 m3 | 900.00000 6660.00| 1940.00000 14356.00| 1730.85000 12808.29 CONCRETE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 191 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 253,924.74 ROUTE : 109 CALL ORDER : 191 CONTRACT ID : R -26617-A COUNTIES : MADISON LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-2031359 |(3) 35-1315965 |YARDBERRY LANDSCAPE |HERITAGE INDUSTRIAL SERVICES|FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 703-06028 410.800 kg | 2.00000 821.60| 4.00000 1643.20| 6.77000 2781.12 REINFORCING BARS | | | 0015 801-06640 4.000 EACH| 100.00000 400.00| 220.00000 880.00| 313.49000 1253.96 CONSTRUCTION SIGN, A | | | 0016 802-91122 10.000 EACH| 20.00000 200.00| 200.00000 2000.00| 126.34000 1263.40 SIGN, GROUND MOUNTED, RESET | | | 0017 105-06845 LUMP| 7500.00000 7500.00| 6500.00000 6500.00| 5647.53000 5647.53 CONSTRUCTION ENGINEERING | | | SECTION TOTALS | $ 124,115.15| $ 149,321.40| $ 179,177.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 124,115.15| $ 149,321.40| $ 179,177.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 191 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 253,924.74 ROUTE : 109 CALL ORDER : 191 CONTRACT ID : R -26617-A COUNTIES : MADISON LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1991044 |(5) 35-1875662 | |JOHNSON COMPANY INC. |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 110-01001 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-04089 10.000 EACH| 62.00000 620.00| 30.00000 300.00| SIGN, SHEET, REMOVE | | | 0003 203-02000 8499.000 m3 | 14.00000 118986.00| 16.30000 138533.70| EXCAVATION, COMMON | | | 0004 616-02320 153.600 m2 | 4.00000 614.40| 5.00000 768.00| GEOTEXTILES | | | 0005 616-06405 278.700 Mg | 25.00000 6967.50| 40.00000 11148.00| RIPRAP, REVETMENT | | | 0006 621-01004 1.000 EACH| 700.00000 700.00| 700.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0007 621-04258 58.240 kg | 180.00000 10483.20| 200.00000 11648.00| SEED MIXTURE , SEDGE MEADOW SEED MIX | | | 0008 621-06545 1.840 Mg | 500.00000 920.00| 600.00000 1104.00| FERTILIZER | | | 0009 621-06565 18.410 Mg | 430.00000 7916.30| 450.00000 8284.50| MULCHING MATERIAL | | | 0010 621-52448 1.000 EACH| 50.00000 50.00| 30.00000 30.00| SIGN, DO NOT SPRAY | | | 0011 622-91786 4770.000 EACH| 5.60000 26712.00| 3.50000 16695.00| SEEDLING | | | 0012 622-98200 2.000 EACH| 50.00000 100.00| 30.00000 60.00| SIGN, DO NOT DISTURB | | | 0013 702-90915 7.400 m3 | 500.00000 3700.00| 2000.00000 14800.00| CONCRETE, A | | | 0014 703-06028 410.800 kg | 10.00000 4108.00| 5.00000 2054.00| REINFORCING BARS | | | 0015 801-06640 4.000 EACH| 115.00000 460.00| 200.00000 800.00| CONSTRUCTION SIGN, A | | | 0016 802-91122 10.000 EACH| 158.00000 1580.00| 200.00000 2000.00| SIGN, GROUND MOUNTED, RESET | | | 0017 105-06845 LUMP| 25000.00000 25000.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | SECTION TOTALS | $ 213,917.40| $ 228,925.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 213,917.40| $ 228,925.20| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 197 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,284.00 ROUTE : SR 4 CALL ORDER : 197 CONTRACT ID : R -26619-A COUNTIES : ELKHART LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/05/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4420004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1489621 HRP CONSTRUCTION, INC. $ 314,655.46 100.0000% 2 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 323,293.00 102.7450% 3 35-1212938 ATLAS EXCAVATING, INC. $ 353,353.00 112.2983% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 358,933.13 114.0717% 5 35-1339168 LAPORTE CONSTRUCTION CO $ 375,049.79 119.1937% 6 35-1432056 GEANS, L.L. CONSTRUCTION COMPANY IRREGULAR BID $ 379,261.51 120.5323% 7 35-1065659 BROOKS CONSTRUCTION $ 473,543.36 150.4958% ==================================================================================================================================== |(1) 35-1489621 |(2) 35-1690004 |(3) 35-1212938 |HRP CONSTRUCTION, INC. |NORTHERN INDIANA CONSTRUCTIO|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 6000.00000 6000.00| 5095.94000 5095.94| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1500.00000 4500.00| 2055.00000 6165.00| 2200.00000 6600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 16525.00000 16525.00| 17750.00000 17750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4800.00000 4800.00| 4920.00000 4920.00| 7100.00000 7100.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 141.000 m2 | 10.00000 1410.00| 19.10000 2693.10| 20.00000 2820.00 PAVEMENT, REMOVE | | | 0006 202-04089 3.000 EACH| 90.00000 270.00| 66.00000 198.00| 50.00000 150.00 SIGN, SHEET, REMOVE | | | 0007 202-51330 LUMP| 22000.00000 22000.00| 26705.00000 26705.00| 17636.46000 17636.46 PRESENT STRUCTURE, REMOVE | | | 0008 202-51330 LUMP| 675.00000 675.00| 1625.00000 1625.00| 2500.00000 2500.00 PRESENT STRUCTURE, REMOVE NO. 11 | | | 0009 202-60820 2045.000 m2 | 6.40000 13088.00| 4.50000 9202.50| 5.00000 10225.00 SURFACE MILLING, ASPHALT | | | 0010 203-02000 861.000 m3 | 10.00000 8610.00| 17.10000 14723.10| 30.00000 25830.00 EXCAVATION, COMMON | | | 0011 203-51223 251.000 m3 | 11.00000 2761.00| 45.15000 11332.65| 30.00000 7530.00 EXCAVATION, WATERWAY | | | 0012 205-03371 90.000 m3 | 4.70000 423.00| 4.40000 396.00| 30.00000 2700.00 SEDIMENT REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 197 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,284.00 ROUTE : SR 4 CALL ORDER : 197 CONTRACT ID : R -26619-A COUNTIES : ELKHART LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-1690004 |(3) 35-1212938 |HRP CONSTRUCTION, INC. |NORTHERN INDIANA CONSTRUCTIO|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-06931 40.000 Mg | 41.00000 1640.00| 32.00000 1280.00| 40.00000 1600.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06936 261.000 Mg | 26.00000 6786.00| 26.55000 6929.55| 35.00000 9135.00 TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 150.000 m | 4.42000 663.00| 3.70000 555.00| 4.50000 675.00 TEMPORARY SILT FENCE | | | 0016 207-07498 950.000 m2 | 3.00000 2850.00| 9.75000 9262.50| 15.00000 14250.00 SUBGRADE TREATMENT, TYPE A | | | 0017 211-07454 101.000 m3 | 22.00000 2222.00| 65.30000 6595.30| 15.00000 1515.00 STRUCTURE BACKFILL | | | 0018 303-01180 1105.000 Mg | 13.00000 14365.00| 13.35000 14751.75| 16.51000 18243.55 COMPACTED AGGREGATE, NO. 53 | | | 0019 401-06264 LUMP| 420.00000 420.00| 1400.00000 1400.00| 420.00000 420.00 PROFILOGRAPH, HMA | | | 0020 402-07432 72.000 Mg | 43.00000 3096.00| 49.00000 3528.00| 43.00000 3096.00 HMA SURFACE, TYPE A | | | 0021 402-07433 198.000 Mg | 41.00000 8118.00| 49.00000 9702.00| 41.00000 8118.00 HMA SURFACE, TYPE B | | | 0022 402-07438 458.000 Mg | 34.00000 15572.00| 40.00000 18320.00| 34.00000 15572.00 HMA INTERMEDIATE, TYPE B | | | 0023 402-07440 216.000 Mg | 34.00000 7344.00| 38.00000 8208.00| 34.00000 7344.00 HMA BASE, TYPE A | | | 0024 402-07441 81.000 Mg | 45.00000 3645.00| 38.00000 3078.00| 45.00000 3645.00 HMA BASE, TYPE B | | | 0025 405-05517 1.200 Mg | 255.00000 306.00| 250.00000 300.00| 255.00000 306.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 1.400 Mg | 400.00000 560.00| 250.00000 350.00| 400.00000 560.00 ASPHALT FOR TACK COAT | | | 0027 601-01701 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0028 601-06854 2.000 EACH| 1700.00000 3400.00| 1700.00000 3400.00| 1725.00000 3450.00 GUARDRAIL, W-BEAM, NESTED | | | 0029 601-94689 3.000 EACH| 1900.00000 5700.00| 1900.00000 5700.00| 2000.00000 6000.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 171.450 m | 29.00000 4972.05| 29.00000 4972.05| 30.00000 5143.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 615-06490 14.000 EACH| 130.00000 1820.00| 130.00000 1820.00| 112.00000 1568.00 RIGHT OF WAY MARKER | | | 0032 615-06505 4.000 EACH| 530.00000 2120.00| 323.00000 1292.00| 470.00000 1880.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 197 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,284.00 ROUTE : SR 4 CALL ORDER : 197 CONTRACT ID : R -26619-A COUNTIES : ELKHART LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-1690004 |(3) 35-1212938 |HRP CONSTRUCTION, INC. |NORTHERN INDIANA CONSTRUCTIO|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 615-06530 1.000 EACH| 630.00000 630.00| 400.00000 400.00| 550.00000 550.00 POST, BENCHMARK | | | 0034 616-02320 627.000 m2 | 2.00000 1254.00| 3.00000 1881.00| 1.00000 627.00 GEOTEXTILES | | | 0035 616-05688 156.000 Mg | 44.00000 6864.00| 42.10000 6567.60| 45.00000 7020.00 RIPRAP, CLASS 1 | | | 0036 616-05689 221.000 Mg | 50.00000 11050.00| 48.65000 10751.65| 50.00000 11050.00 RIPRAP, CLASS 2 | | | 0037 616-06405 180.000 Mg | 30.00000 5400.00| 27.30000 4914.00| 30.00000 5400.00 RIPRAP, REVETMENT | | | 0038 621-01004 2.000 EACH| 575.00000 1150.00| 585.00000 1170.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 0.700 Mg | 445.00000 311.50| 586.00000 410.20| 450.00000 315.00 FERTILIZER | | | 0040 621-06548 10.000 kg | 45.00000 450.00| 55.00000 550.00| 50.00000 500.00 SEED MIXTURE, CV | | | 0041 621-06553 123.000 kg | 5.40000 664.20| 6.18000 760.14| 5.40000 664.20 SEED MIXTURE, R | | | 0042 621-06557 123.000 kg | 3.25000 399.75| 3.78000 464.94| 3.50000 430.50 SEED MIXTURE, T | | | 0043 621-06565 5.800 Mg | 415.00000 2407.00| 448.00000 2598.40| 415.00000 2407.00 MULCHING MATERIAL | | | 0044 621-06567 2.600 kL | 0.10000 0.26| 0.55000 1.43| 0.10000 0.26 WATER | | | 0045 621-06574 146.000 m2 | 5.00000 730.00| 13.72000 2003.12| 5.00000 730.00 SODDING | | | 0046 622-52436 4.000 EACH| 50.00000 200.00| 25.00000 100.00| 50.00000 200.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 90.000 EACH| 7.50000 675.00| 10.00000 900.00| 10.00000 900.00 SEEDLING | | | 0048 714-04875 24.384 m | 4294.80000 104724.40| 3128.00000 76273.15| 4000.00000 97536.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5490 mm X 1830 mm | | | 0049 715-02628 4.000 EACH| 250.00000 1000.00| 315.00000 1260.00| 200.00000 800.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0050 715-02629 2.000 EACH| 250.00000 500.00| 386.00000 772.00| 275.00000 550.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0051 715-05169 17.000 m | 70.00000 1190.00| 54.35000 923.95| 90.00000 1530.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0052 715-05171 10.000 m | 70.00000 700.00| 82.05000 820.50| 90.00000 900.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 197 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,284.00 ROUTE : SR 4 CALL ORDER : 197 CONTRACT ID : R -26619-A COUNTIES : ELKHART LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 |(2) 35-1690004 |(3) 35-1212938 |HRP CONSTRUCTION, INC. |NORTHERN INDIANA CONSTRUCTIO|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-04308 5.000 EACH| 105.00000 525.00| 105.00000 525.00| 105.00000 525.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06625 25.000 EACH| 55.00000 1375.00| 55.00000 1375.00| 55.00000 1375.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 16.000 EACH| 50.00000 800.00| 50.00000 800.00| 50.00000 800.00 CONSTRUCTION SIGN, A | | | 0056 801-06645 2.000 EACH| 25.00000 50.00| 25.00000 50.00| 30.00000 60.00 CONSTRUCTION SIGN, B | | | 0057 801-07118 36.000 m | 13.70000 493.20| 13.70000 493.20| 14.00000 504.00 BARRICADE, III-A | | | 0058 801-07119 28.800 m | 16.40000 472.32| 16.40000 472.32| 17.00000 489.60 BARRICADE, III-B | | | 0059 802-05701 11.700 m | 18.90000 221.13| 18.90000 221.13| 19.00000 222.30 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0060 802-76025 1.175 m2 | 150.36000 176.67| 151.00000 177.43| 155.00000 182.13 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0061 802-76035 0.500 m2 | 156.00000 78.00| 156.00000 78.00| 160.00000 80.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0062 808-06703 610.000 m | 1.50000 915.00| 1.70000 1037.00| 1.75000 1067.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0063 808-75240 177.000 m | 1.50000 265.50| 1.70000 300.90| 1.75000 309.75 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0064 808-75245 443.000 m | 1.50000 664.50| 1.70000 753.10| 1.75000 775.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0065 808-75996 14.000 EACH| 58.07000 812.98| 6.60000 92.40| 25.00000 350.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 14.000 EACH| 55.00000 770.00| 55.00000 770.00| 60.00000 840.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 314,655.46| $ 323,293.00| $ 353,353.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 314,655.46| $ 323,293.00| $ 353,353.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 197 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,284.00 ROUTE : SR 4 CALL ORDER : 197 CONTRACT ID : R -26619-A COUNTIES : ELKHART LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1339168 |(6) 35-1432056 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |GEANS, L.L. CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 5616.80000 5616.80| 1694.23000 1694.23| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 3055.75000 9167.25| 2386.41000 7159.23| 2000.00000 6000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 14286.36000 14286.36| 18742.32000 18742.32| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4549.94000 4549.94| 1788.84000 1788.84| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 141.000 m2 | 8.59000 1211.19| 34.26000 4830.66| 20.00000 2820.00 PAVEMENT, REMOVE | | | 0006 202-04089 3.000 EACH| 40.28000 120.84| 40.00000 120.00| 70.00000 210.00 SIGN, SHEET, REMOVE | | | 0007 202-51330 LUMP| 4502.26000 4502.26| 62089.82000 62089.82| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-51330 LUMP| 184.54000 184.54| 1958.64000 1958.64| 5000.00000 5000.00 PRESENT STRUCTURE, REMOVE NO. 11 | | | 0009 202-60820 2045.000 m2 | 1.05000 2147.25| 2.83000 5787.35| 5.00000 10225.00 SURFACE MILLING, ASPHALT | | | 0010 203-02000 861.000 m3 | 11.66000 10039.26| 23.29000 20052.69| 20.00000 17220.00 EXCAVATION, COMMON | | | 0011 203-51223 251.000 m3 | 22.78000 5717.78| 23.81000 5976.31| 50.00000 12550.00 EXCAVATION, WATERWAY | | | 0012 205-03371 90.000 m3 | 31.77000 2859.30| 26.93000 2423.70| 5.00000 450.00 SEDIMENT REMOVE | | | 0013 205-06931 40.000 Mg | 86.15000 3446.00| 26.26000 1050.40| 35.00000 1400.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06936 261.000 Mg | 86.15000 22485.15| 26.26000 6853.86| 28.00000 7308.00 TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 150.000 m | 6.42000 963.00| 6.42000 963.00| 5.00000 750.00 TEMPORARY SILT FENCE | | | 0016 207-07498 950.000 m2 | 14.18000 13471.00| 6.37000 6051.50| 10.50000 9975.00 SUBGRADE TREATMENT, TYPE A | | | 0017 211-07454 101.000 m3 | 29.03000 2932.03| 45.57000 4602.57| 68.25000 6893.25 STRUCTURE BACKFILL | | | 0018 303-01180 1105.000 Mg | 24.79000 27392.95| 20.31000 22442.55| 18.50000 20442.50 COMPACTED AGGREGATE, NO. 53 | | | 0019 401-06264 LUMP| 420.00000 420.00| 420.00000 420.00| 1500.00000 1500.00 PROFILOGRAPH, HMA | | | 0020 402-07432 72.000 Mg | 43.00000 3096.00| 43.00000 3096.00| 48.00000 3456.00 HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 197 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,284.00 ROUTE : SR 4 CALL ORDER : 197 CONTRACT ID : R -26619-A COUNTIES : ELKHART LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1339168 |(6) 35-1432056 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |GEANS, L.L. CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07433 198.000 Mg | 41.00000 8118.00| 41.00000 8118.00| 48.00000 9504.00 HMA SURFACE, TYPE B | | | 0022 402-07438 458.000 Mg | 34.00000 15572.00| 34.00000 15572.00| 42.00000 19236.00 HMA INTERMEDIATE, TYPE B | | | 0023 402-07440 216.000 Mg | 34.00000 7344.00| 34.00000 7344.00| 38.00000 8208.00 HMA BASE, TYPE A | | | 0024 402-07441 81.000 Mg | 45.00000 3645.00| 45.00000 3645.00| 50.00000 4050.00 HMA BASE, TYPE B | | | 0025 405-05517 1.200 Mg | 255.00000 306.00| 255.00000 306.00| 300.00000 360.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 1.400 Mg | 400.00000 560.00| 400.00000 560.00| 425.00000 595.00 ASPHALT FOR TACK COAT | | | 0027 601-01701 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1680.00000 1680.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0028 601-06854 2.000 EACH| 1700.00000 3400.00| 1725.00000 3450.00| 1800.00000 3600.00 GUARDRAIL, W-BEAM, NESTED | | | 0029 601-94689 3.000 EACH| 1900.00000 5700.00| 2000.00000 6000.00| 1875.00000 5625.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 171.450 m | 29.00000 4972.05| 30.00000 5143.50| 31.00000 5314.95 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 615-06490 14.000 EACH| 297.48000 4164.72| 112.00000 1568.00| 145.00000 2030.00 RIGHT OF WAY MARKER | | | 0032 615-06505 4.000 EACH| 572.72000 2290.88| 470.00000 1880.00| 340.00000 1360.00 MONUMENT, B | | | 0033 615-06530 1.000 EACH| 276.58000 276.58| 550.00000 550.00| 480.00000 480.00 POST, BENCHMARK | | | 0034 616-02320 627.000 m2 | 2.53000 1586.31| 4.23000 2652.21| 3.00000 1881.00 GEOTEXTILES | | | 0035 616-05688 156.000 Mg | 89.86000 14018.16| 68.53000 10690.68| 43.00000 6708.00 RIPRAP, CLASS 1 | | | 0036 616-05689 221.000 Mg | 98.16000 21693.36| 74.13000 16382.73| 49.00000 10829.00 RIPRAP, CLASS 2 | | | 0037 616-06405 180.000 Mg | 68.47000 12324.60| 39.79000 7162.20| 28.00000 5040.00 RIPRAP, REVETMENT | | | 0038 621-01004 2.000 EACH| 585.00000 1170.00| 585.00000 1170.00| 610.00000 1220.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 0.700 Mg | 586.00000 410.20| 586.00000 410.20| 590.00000 413.00 FERTILIZER | | | 0040 621-06548 10.000 kg | 55.00000 550.00| 55.00000 550.00| 50.00000 500.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 197 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,284.00 ROUTE : SR 4 CALL ORDER : 197 CONTRACT ID : R -26619-A COUNTIES : ELKHART LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1339168 |(6) 35-1432056 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |GEANS, L.L. CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06553 123.000 kg | 6.18000 760.14| 6.18000 760.14| 6.00000 738.00 SEED MIXTURE, R | | | 0042 621-06557 123.000 kg | 3.78000 464.94| 3.78000 464.94| 3.50000 430.50 SEED MIXTURE, T | | | 0043 621-06565 5.800 Mg | 448.00000 2598.40| 448.00000 2598.40| 450.00000 2610.00 MULCHING MATERIAL | | | 0044 621-06567 2.600 kL | 0.55000 1.43| 0.55000 1.43| 0.60000 1.56 WATER | | | 0045 621-06574 146.000 m2 | 1.72000 251.12| 13.72000 2003.12| 14.00000 2044.00 SODDING | | | 0046 622-52436 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 60.00000 240.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 90.000 EACH| 10.00000 900.00| 10.00000 900.00| 8.00000 720.00 SEEDLING | | | 0048 714-04875 24.384 m | 4040.61000 98526.23| 3347.26000 81619.59| 4500.00000 109728.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5490 mm X 1830 mm | | | 0049 715-02628 4.000 EACH| 335.34000 1341.36| 486.21000 1944.84| 400.00000 1600.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0050 715-02629 2.000 EACH| 434.06000 868.12| 521.11000 1042.22| 425.00000 850.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0051 715-05169 17.000 m | 49.90000 848.30| 136.01000 2312.17| 30.00000 510.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0052 715-05171 10.000 m | 62.85000 628.50| 120.78000 1207.80| 80.00000 800.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0053 801-04308 5.000 EACH| 105.00000 525.00| 105.00000 525.00| 112.00000 560.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06625 25.000 EACH| 55.00000 1375.00| 55.00000 1375.00| 58.00000 1450.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 16.000 EACH| 50.00000 800.00| 50.00000 800.00| 57.00000 912.00 CONSTRUCTION SIGN, A | | | 0056 801-06645 2.000 EACH| 25.00000 50.00| 25.00000 50.00| 24.00000 48.00 CONSTRUCTION SIGN, B | | | 0057 801-07118 36.000 m | 13.70000 493.20| 13.70000 493.20| 15.00000 540.00 BARRICADE, III-A | | | 0058 801-07119 28.800 m | 16.40000 472.32| 16.40000 472.32| 18.75000 540.00 BARRICADE, III-B | | | 0059 802-05701 11.700 m | 18.90000 221.13| 18.90000 221.13| 20.32000 237.74 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0060 802-76025 1.175 m2 | 151.64000 178.18| 151.64000 178.18| 170.65000 200.51 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 197 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,284.00 ROUTE : SR 4 CALL ORDER : 197 CONTRACT ID : R -26619-A COUNTIES : ELKHART LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1339168 |(6) 35-1432056 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |GEANS, L.L. CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 802-76035 0.500 m2 | 156.00000 78.00| 156.00000 78.00| 175.00000 87.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0062 808-06703 610.000 m | 1.70000 1037.00| 1.70000 1037.00| 2.00000 1220.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0063 808-75240 177.000 m | 1.70000 300.90| 1.70000 300.90| 2.00000 354.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0064 808-75245 443.000 m | 1.70000 753.10| 1.70000 753.10| 2.00000 886.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0065 808-75996 14.000 EACH| 20.00000 280.00| 13.08000 183.12| 20.00000 280.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 14.000 EACH| 55.00000 770.00| 55.00000 770.00| 60.00000 840.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 358,933.13| $ 375,049.79| $ 379,261.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 358,933.13| $ 375,049.79| $ 379,261.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 197 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,284.00 ROUTE : SR 4 CALL ORDER : 197 CONTRACT ID : R -26619-A COUNTIES : ELKHART LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1065659 | | |BROOKS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 6650.00000 6650.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1600.00000 4800.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 23500.00000 23500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9400.00000 9400.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 141.000 m2 | 7.00000 987.00| | PAVEMENT, REMOVE | | | 0006 202-04089 3.000 EACH| 40.00000 120.00| | SIGN, SHEET, REMOVE | | | 0007 202-51330 LUMP| 26000.00000 26000.00| | PRESENT STRUCTURE, REMOVE | | | 0008 202-51330 LUMP| 3600.00000 3600.00| | PRESENT STRUCTURE, REMOVE NO. 11 | | | 0009 202-60820 2045.000 m2 | 1.10000 2249.50| | SURFACE MILLING, ASPHALT | | | 0010 203-02000 861.000 m3 | 45.00000 38745.00| | EXCAVATION, COMMON | | | 0011 203-51223 251.000 m3 | 35.00000 8785.00| | EXCAVATION, WATERWAY | | | 0012 205-03371 90.000 m3 | 60.00000 5400.00| | SEDIMENT REMOVE | | | 0013 205-06931 40.000 Mg | 40.50000 1620.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06936 261.000 Mg | 36.50000 9526.50| | TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 150.000 m | 6.42000 963.00| | TEMPORARY SILT FENCE | | | 0016 207-07498 950.000 m2 | 22.00000 20900.00| | SUBGRADE TREATMENT, TYPE A | | | 0017 211-07454 101.000 m3 | 45.00000 4545.00| | STRUCTURE BACKFILL | | | 0018 303-01180 1105.000 Mg | 15.00000 16575.00| | COMPACTED AGGREGATE, NO. 53 | | | 0019 401-06264 LUMP| 3000.00000 3000.00| | PROFILOGRAPH, HMA | | | 0020 402-07432 72.000 Mg | 58.00000 4176.00| | HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 197 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,284.00 ROUTE : SR 4 CALL ORDER : 197 CONTRACT ID : R -26619-A COUNTIES : ELKHART LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1065659 | | |BROOKS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07433 198.000 Mg | 45.00000 8910.00| | HMA SURFACE, TYPE B | | | 0022 402-07438 458.000 Mg | 35.00000 16030.00| | HMA INTERMEDIATE, TYPE B | | | 0023 402-07440 216.000 Mg | 36.00000 7776.00| | HMA BASE, TYPE A | | | 0024 402-07441 81.000 Mg | 50.00000 4050.00| | HMA BASE, TYPE B | | | 0025 405-05517 1.200 Mg | 265.00000 318.00| | ASPHALT FOR PRIME COAT | | | 0026 406-05520 1.400 Mg | 150.00000 210.00| | ASPHALT FOR TACK COAT | | | 0027 601-01701 1.000 EACH| 1600.00000 1600.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0028 601-06854 2.000 EACH| 1700.00000 3400.00| | GUARDRAIL, W-BEAM, NESTED | | | 0029 601-94689 3.000 EACH| 1900.00000 5700.00| | GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 171.450 m | 29.00000 4972.05| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 615-06490 14.000 EACH| 129.00000 1806.00| | RIGHT OF WAY MARKER | | | 0032 615-06505 4.000 EACH| 530.00000 2120.00| | MONUMENT, B | | | 0033 615-06530 1.000 EACH| 630.00000 630.00| | POST, BENCHMARK | | | 0034 616-02320 627.000 m2 | 10.00000 6270.00| | GEOTEXTILES | | | 0035 616-05688 156.000 Mg | 60.00000 9360.00| | RIPRAP, CLASS 1 | | | 0036 616-05689 221.000 Mg | 70.00000 15470.00| | RIPRAP, CLASS 2 | | | 0037 616-06405 180.000 Mg | 30.00000 5400.00| | RIPRAP, REVETMENT | | | 0038 621-01004 2.000 EACH| 585.00000 1170.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 0.700 Mg | 586.00000 410.20| | FERTILIZER | | | 0040 621-06548 10.000 kg | 55.00000 550.00| | SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 197 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,284.00 ROUTE : SR 4 CALL ORDER : 197 CONTRACT ID : R -26619-A COUNTIES : ELKHART LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1065659 | | |BROOKS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06553 123.000 kg | 6.18000 760.14| | SEED MIXTURE, R | | | 0042 621-06557 123.000 kg | 3.78000 464.94| | SEED MIXTURE, T | | | 0043 621-06565 5.800 Mg | 448.00000 2598.40| | MULCHING MATERIAL | | | 0044 621-06567 2.600 kL | 0.55000 1.43| | WATER | | | 0045 621-06574 146.000 m2 | 13.72000 2003.12| | SODDING | | | 0046 622-52436 4.000 EACH| 25.00000 100.00| | SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 90.000 EACH| 10.00000 900.00| | SEEDLING | | | 0048 714-04875 24.384 m | 6750.00000 164592.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5490 mm X 1830 mm | | | 0049 715-02628 4.000 EACH| 600.00000 2400.00| | SAFETY METAL END SECTION, 6:1, 375 mm | | | 0050 715-02629 2.000 EACH| 700.00000 1400.00| | SAFETY METAL END SECTION, 6:1, 450 mm | | | 0051 715-05169 17.000 m | 130.00000 2210.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0052 715-05171 10.000 m | 150.00000 1500.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0053 801-04308 5.000 EACH| 105.00000 525.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06625 25.000 EACH| 55.00000 1375.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 16.000 EACH| 50.00000 800.00| | CONSTRUCTION SIGN, A | | | 0056 801-06645 2.000 EACH| 25.00000 50.00| | CONSTRUCTION SIGN, B | | | 0057 801-07118 36.000 m | 13.70000 493.20| | BARRICADE, III-A | | | 0058 801-07119 28.800 m | 16.40000 472.32| | BARRICADE, III-B | | | 0059 802-05701 11.700 m | 18.90000 221.13| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0060 802-76025 1.175 m2 | 151.00000 177.43| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 197 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 387,284.00 ROUTE : SR 4 CALL ORDER : 197 CONTRACT ID : R -26619-A COUNTIES : ELKHART LETTING DATE : 04/22/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1065659 | | |BROOKS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 802-76035 0.500 m2 | 156.00000 78.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0062 808-06703 610.000 m | 1.50000 915.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0063 808-75240 177.000 m | 1.50000 265.50| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0064 808-75245 443.000 m | 1.50000 664.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0065 808-75996 14.000 EACH| 8.00000 112.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 14.000 EACH| 55.00000 770.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 473,543.36| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 473,543.36| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 205 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,604.99 ROUTE : 38 CALL ORDER : 205 CONTRACT ID : R -26627-A COUNTIES : CLINTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3412004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 276,092.29 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 294,251.84 106.5773% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 302,071.40 109.4095% 4 35-1912582 EDSAM CONSTRUCTION, INC. $ 307,504.50 111.3774% 5 35-1325036 DEICHMAN EXCAVATING CO $ 308,965.76 111.9066% 6 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 330,244.85 119.6139% 7 35-1310611 DUNCAN ROBERTSON INC $ 344,084.00 124.6264% 8 35-1315965 FOX CONTRACTORS CORP. $ 344,616.61 124.8193% 9 35-1212938 ATLAS EXCAVATING, INC. $ 350,350.00 126.8959% 10 35-1523985 WIRTZ & YATES, INC. $ 361,777.64 131.0350% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 35-1386990 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 500.00000 500.00| 4000.00000 4000.00| 5300.00000 5300.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1000.00000 6000.00| 1800.00000 10800.00| 1800.00000 10800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 13500.00000 13500.00| 15000.00000 15000.00| 14500.00000 14500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 50.00000 50.00| 5000.00000 5000.00| 1800.00000 1800.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 40.000 LFT | 10.00000 400.00| 5.20000 208.00| 6.00000 240.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 14969.00000 14969.00| 16275.00000 16275.00| 23100.00000 23100.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 965.000 SYS | 3.68000 3551.20| 3.80000 3667.00| 2.20000 2123.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 340.000 CYS | 12.00000 4080.00| 20.00000 6800.00| 9.50000 3230.00 EXCAVATION, COMMON | | | 0009 203-02070 45.000 CYS | 20.00000 900.00| 30.00000 1350.00| 12.00000 540.00 BORROW | | | 0010 205-06931 11.000 TON | 20.00000 220.00| 60.00000 660.00| 45.00000 495.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 48.000 LFT | 14.00000 672.00| 12.50000 600.00| 12.00000 576.00 TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 205 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,604.99 ROUTE : 38 CALL ORDER : 205 CONTRACT ID : R -26627-A COUNTIES : CLINTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 35-1386990 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 207-07502 370.000 SYS | 4.00000 1480.00| 6.00000 2220.00| 8.00000 2960.00 SUBGRADE TREATMENT, TYPE D | | | 0013 211-07454 100.000 CYS | 22.00000 2200.00| 16.00000 1600.00| 12.50000 1250.00 STRUCTURE BACKFILL | | | 0014 213-52830 515.000 CYS | 62.58000 32228.70| 55.00000 28325.00| 75.00000 38625.00 FLOWABLE MORTAR | | | 0015 303-01180 224.000 TON | 22.92000 5134.08| 31.66000 7091.84| 16.00000 3584.00 COMPACTED AGGREGATE, NO. 53 | | | 0016 402-07433 190.000 TON | 62.15000 11808.50| 63.50000 12065.00| 63.00000 11970.00 HMA SURFACE, TYPE B | | | 0017 402-07438 245.000 TON | 53.00000 12985.00| 62.00000 15190.00| 55.00000 13475.00 HMA INTERMEDIATE, TYPE B | | | 0018 402-07441 165.000 TON | 51.42000 8484.30| 60.00000 9900.00| 54.00000 8910.00 HMA BASE, TYPE B | | | 0019 402-07451 25.000 TON | 53.00000 1325.00| 62.00000 1550.00| 55.00000 1375.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0020 404-05511 600.000 SYS | 3.95000 2370.00| 4.50000 2700.00| 5.35000 3210.00 SEAL COAT, 2 | | | 0021 405-05518 970.000 SYS | 4.52000 4384.40| 1.20000 1164.00| 5.00000 4850.00 ASPHALT FOR PRIME COAT | | | 0022 406-05521 2930.000 SYS | 0.45000 1318.50| 0.50000 1465.00| 0.78000 2285.40 ASPHALT FOR TACK COAT | | | 0023 601-06854 2.000 EACH| 1870.00000 3740.00| 1700.00000 3400.00| 1800.00000 3600.00 GUARDRAIL, W-BEAM, NESTED | | | 0024 601-94689 4.000 EACH| 2147.00000 8588.00| 1950.00000 7800.00| 2075.00000 8300.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 450.000 LFT | 10.00000 4500.00| 9.00000 4050.00| 11.00000 4950.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 616-02320 200.000 SYS | 1.70000 340.00| 3.00000 600.00| 3.65000 730.00 GEOTEXTILES | | | 0027 616-05688 203.000 TON | 32.16000 6528.48| 45.00000 9135.00| 42.00000 8526.00 RIPRAP, CLASS 1 | | | 0028 616-06405 107.000 TON | 21.99000 2352.93| 35.00000 3745.00| 18.00000 1926.00 RIPRAP, REVETMENT | | | 0029 616-06430 2.000 SYS | 100.00000 200.00| 125.00000 250.00| 110.00000 220.00 RIPRAP, HAND LAID, 6 IN., PLACE | | | 0030 621-01004 2.000 EACH| 339.00000 678.00| 300.00000 600.00| 250.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 3000.000 SYS | 0.58000 1740.00| 0.53000 1590.00| 0.60000 1800.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 205 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,604.99 ROUTE : 38 CALL ORDER : 205 CONTRACT ID : R -26627-A COUNTIES : CLINTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 35-1386990 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 709-51821 LUMP| 200.00000 200.00| 1350.00000 1350.00| 500.00000 500.00 SURFACE SEAL | | | 0033 714-06660 118.000 SYS | 489.00000 57702.00| 415.00000 48970.00| 318.00000 37524.00 WINGWALL | | | 0034 723-07756 44.000 LFT | 1103.00000 48532.00| 1200.00000 52800.00| 1425.00000 62700.00 STRUCTURE, PRECAST THREE-SIDED, 168 IN. | | | X 124 IN. | | | 0035 715-02628 8.000 EACH| 388.45000 3107.60| 320.00000 2560.00| 265.00000 2120.00 SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0036 715-05169 160.000 LFT | 23.23000 3716.80| 26.00000 4160.00| 25.00000 4000.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0037 801-03291 1.000 EACH| 85.00000 85.00| 75.00000 75.00| 90.00000 90.00 CONSTRUCTION SIGN, D | | | 0038 801-04308 8.000 EACH| 136.00000 1088.00| 120.00000 960.00| 145.00000 1160.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06625 18.000 EACH| 58.00000 1044.00| 51.00000 918.00| 84.00000 1512.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0040 801-06640 12.000 EACH| 62.00000 744.00| 55.00000 660.00| 90.00000 1080.00 CONSTRUCTION SIGN, A | | | 0041 801-06645 11.000 EACH| 23.00000 253.00| 20.00000 220.00| 38.00000 418.00 CONSTRUCTION SIGN, B | | | 0042 801-06775 LUMP| 100.00000 100.00| 500.00000 500.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0043 801-07118 48.000 LFT | 6.00000 288.00| 5.25000 252.00| 7.25000 348.00 BARRICADE, III-A | | | 0044 801-07119 4.000 LFT | 22.00000 88.00| 20.50000 82.00| 32.00000 128.00 BARRICADE, III-B | | | 0045 808-06712 210.000 LFT | 0.43000 90.30| 0.40000 84.00| 0.45000 94.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0046 808-06713 1650.000 LFT | 0.43000 709.50| 0.40000 660.00| 0.45000 742.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-75996 12.000 EACH| 8.00000 96.00| 20.00000 240.00| 25.00000 300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 12.000 EACH| 85.00000 1020.00| 80.00000 960.00| 92.00000 1104.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 276,092.29| $ 294,251.84| $ 302,071.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 276,092.29| $ 294,251.84| $ 302,071.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 205 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,604.99 ROUTE : 38 CALL ORDER : 205 CONTRACT ID : R -26627-A COUNTIES : CLINTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1325036 |(6) 35-1381845 |EDSAM CONSTRUCTION, INC. |DEICHMAN EXCAVATING CO |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 5500.00000 5500.00| 3890.00000 3890.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1540.00000 9240.00| 2120.00000 12720.00| 1500.00000 9000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 13200.00000 13200.00| 5870.00000 5870.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5500.00000 5500.00| 2200.00000 2200.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 40.000 LFT | 11.00000 440.00| 6.31000 252.40| 6.00000 240.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 14300.00000 14300.00| 4950.00000 4950.00| 25700.00000 25700.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 965.000 SYS | 4.73000 4564.45| 4.00000 3860.00| 3.75000 3618.75 SURFACE MILLING, ASPHALT | | | 0008 203-02000 340.000 CYS | 15.40000 5236.00| 16.80000 5712.00| 30.00000 10200.00 EXCAVATION, COMMON | | | 0009 203-02070 45.000 CYS | 27.50000 1237.50| 40.00000 1800.00| 1.00000 45.00 BORROW | | | 0010 205-06931 11.000 TON | 44.00000 484.00| 96.00000 1056.00| 50.00000 550.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 48.000 LFT | 15.40000 739.20| 13.75000 660.00| 14.20000 681.60 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 207-07502 370.000 SYS | 12.10000 4477.00| 14.00000 5180.00| 22.00000 8140.00 SUBGRADE TREATMENT, TYPE D | | | 0013 211-07454 100.000 CYS | 24.20000 2420.00| 23.00000 2300.00| 20.00000 2000.00 STRUCTURE BACKFILL | | | 0014 213-52830 515.000 CYS | 66.00000 33990.00| 80.00000 41200.00| 80.00000 41200.00 FLOWABLE MORTAR | | | 0015 303-01180 224.000 TON | 16.50000 3696.00| 22.00000 4928.00| 18.00000 4032.00 COMPACTED AGGREGATE, NO. 53 | | | 0016 402-07433 190.000 TON | 61.60000 11704.00| 61.12000 11612.80| 55.20000 10488.00 HMA SURFACE, TYPE B | | | 0017 402-07438 245.000 TON | 52.80000 12936.00| 52.23000 12796.35| 47.15000 11551.75 HMA INTERMEDIATE, TYPE B | | | 0018 402-07441 165.000 TON | 52.80000 8712.00| 50.56000 8342.40| 41.40000 6831.00 HMA BASE, TYPE B | | | 0019 402-07451 25.000 TON | 52.80000 1320.00| 52.23000 1305.75| 47.15000 1178.75 HMA, TYPE B, WEDGE AND LEVEL | | | 0020 404-05511 600.000 SYS | 3.85000 2310.00| 3.89000 2334.00| 3.15000 1890.00 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 205 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,604.99 ROUTE : 38 CALL ORDER : 205 CONTRACT ID : R -26627-A COUNTIES : CLINTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1325036 |(6) 35-1381845 |EDSAM CONSTRUCTION, INC. |DEICHMAN EXCAVATING CO |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05518 970.000 SYS | 4.40000 4268.00| 4.44000 4306.80| 2.30000 2231.00 ASPHALT FOR PRIME COAT | | | 0022 406-05521 2930.000 SYS | 0.55000 1611.50| 0.44000 1289.20| 0.30000 879.00 ASPHALT FOR TACK COAT | | | 0023 601-06854 2.000 EACH| 1820.50000 3641.00| 2016.86000 4033.72| 1900.00000 3800.00 GUARDRAIL, W-BEAM, NESTED | | | 0024 601-94689 4.000 EACH| 2090.00000 8360.00| 1955.74000 7822.96| 2185.00000 8740.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 450.000 LFT | 9.68000 4356.00| 10.11000 4549.50| 10.10000 4545.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 616-02320 200.000 SYS | 2.75000 550.00| 4.75000 950.00| 3.00000 600.00 GEOTEXTILES | | | 0027 616-05688 203.000 TON | 44.00000 8932.00| 41.27000 8377.81| 35.00000 7105.00 RIPRAP, CLASS 1 | | | 0028 616-06405 107.000 TON | 19.80000 2118.60| 39.05000 4178.35| 20.00000 2140.00 RIPRAP, REVETMENT | | | 0029 616-06430 2.000 SYS | 55.00000 110.00| 119.94000 239.88| 100.00000 200.00 RIPRAP, HAND LAID, 6 IN., PLACE | | | 0030 621-01004 2.000 EACH| 330.00000 660.00| 333.37000 666.74| 345.00000 690.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 3000.000 SYS | 0.66000 1980.00| 0.67000 2010.00| 0.60000 1800.00 MULCHED SEEDING, R | | | 0032 709-51821 LUMP| 1430.00000 1430.00| 1445.00000 1445.00| 1500.00000 1500.00 SURFACE SEAL | | | 0033 714-06660 118.000 SYS | 357.50000 42185.00| 498.00000 58764.00| 525.00000 61950.00 WINGWALL | | | 0034 723-07756 44.000 LFT | 1375.00000 60500.00| 1419.40000 62453.60| 1300.00000 57200.00 STRUCTURE, PRECAST THREE-SIDED, 168 IN. | | | X 124 IN. | | | 0035 715-02628 8.000 EACH| 687.50000 5500.00| 408.18000 3265.44| 325.00000 2600.00 SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0036 715-05169 160.000 LFT | 50.00000 8000.00| 29.21000 4673.60| 25.00000 4000.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0037 801-03291 1.000 EACH| 93.75000 93.75| 83.34000 83.34| 95.00000 95.00 CONSTRUCTION SIGN, D | | | 0038 801-04308 8.000 EACH| 150.00000 1200.00| 133.35000 1066.80| 152.00000 1216.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06625 18.000 EACH| 63.75000 1147.50| 56.67000 1020.06| 65.00000 1170.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0040 801-06640 12.000 EACH| 68.75000 825.00| 61.12000 733.44| 70.00000 840.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 205 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,604.99 ROUTE : 38 CALL ORDER : 205 CONTRACT ID : R -26627-A COUNTIES : CLINTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1912582 |(5) 35-1325036 |(6) 35-1381845 |EDSAM CONSTRUCTION, INC. |DEICHMAN EXCAVATING CO |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06645 11.000 EACH| 25.00000 275.00| 22.22000 244.42| 25.00000 275.00 CONSTRUCTION SIGN, B | | | 0042 801-06775 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| 1500.00000 1500.00 MAINTAINING TRAFFIC | | | 0043 801-07118 48.000 LFT | 6.25000 300.00| 5.56000 266.88| 6.50000 312.00 BARRICADE, III-A | | | 0044 801-07119 4.000 LFT | 25.00000 100.00| 22.23000 88.92| 50.00000 200.00 BARRICADE, III-B | | | 0045 808-06712 210.000 LFT | 0.50000 105.00| 0.42000 88.20| 0.50000 105.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0046 808-06713 1650.000 LFT | 0.50000 825.00| 0.42000 693.00| 0.50000 825.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-75996 12.000 EACH| 25.00000 300.00| 15.36000 184.32| 20.00000 240.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 12.000 EACH| 93.75000 1125.00| 83.34000 1000.08| 95.00000 1140.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 307,504.50| $ 308,965.76| $ 330,244.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 307,504.50| $ 308,965.76| $ 330,244.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 205 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,604.99 ROUTE : 38 CALL ORDER : 205 CONTRACT ID : R -26627-A COUNTIES : CLINTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1310611 |(8) 35-1315965 |(9) 35-1212938 |DUNCAN ROBERTSON INC |FOX CONTRACTORS CORP. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 4500.00000 4500.00| 4017.00000 4017.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1500.00000 9000.00| 2020.00000 12120.00| 2200.00000 13200.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 21733.00000 21733.00| 17500.00000 17500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 9732.00000 9732.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 40.000 LFT | 10.00000 400.00| 12.91000 516.40| 100.00000 4000.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 30000.00000 30000.00| 14020.00000 14020.00| 14977.00000 14977.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 965.000 SYS | 5.00000 4825.00| 7.48000 7218.20| 3.00000 2895.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 340.000 CYS | 20.00000 6800.00| 72.83000 24762.20| 40.00000 13600.00 EXCAVATION, COMMON | | | 0009 203-02070 45.000 CYS | 25.00000 1125.00| 1.03000 46.35| 9.00000 405.00 BORROW | | | 0010 205-06931 11.000 TON | 25.00000 275.00| 36.05000 396.55| 70.00000 770.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 48.000 LFT | 5.00000 240.00| 12.72000 610.56| 13.00000 624.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 207-07502 370.000 SYS | 15.00000 5550.00| 16.41000 6071.70| 13.00000 4810.00 SUBGRADE TREATMENT, TYPE D | | | 0013 211-07454 100.000 CYS | 25.00000 2500.00| 16.46000 1646.00| 20.00000 2000.00 STRUCTURE BACKFILL | | | 0014 213-52830 515.000 CYS | 85.00000 43775.00| 70.21000 36158.15| 90.00000 46350.00 FLOWABLE MORTAR | | | 0015 303-01180 224.000 TON | 17.00000 3808.00| 26.00000 5824.00| 30.00000 6720.00 COMPACTED AGGREGATE, NO. 53 | | | 0016 402-07433 190.000 TON | 60.00000 11400.00| 65.41000 12427.90| 60.00000 11400.00 HMA SURFACE, TYPE B | | | 0017 402-07438 245.000 TON | 53.00000 12985.00| 63.86000 15645.70| 60.00000 14700.00 HMA INTERMEDIATE, TYPE B | | | 0018 402-07441 165.000 TON | 50.00000 8250.00| 61.80000 10197.00| 60.00000 9900.00 HMA BASE, TYPE B | | | 0019 402-07451 25.000 TON | 53.00000 1325.00| 63.86000 1596.50| 60.00000 1500.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0020 404-05511 600.000 SYS | 4.00000 2400.00| 4.64000 2784.00| 6.00000 3600.00 SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 205 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,604.99 ROUTE : 38 CALL ORDER : 205 CONTRACT ID : R -26627-A COUNTIES : CLINTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1310611 |(8) 35-1315965 |(9) 35-1212938 |DUNCAN ROBERTSON INC |FOX CONTRACTORS CORP. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05518 970.000 SYS | 0.88000 853.60| 1.24000 1202.80| 1.00000 970.00 ASPHALT FOR PRIME COAT | | | 0022 406-05521 2930.000 SYS | 0.44000 1289.20| 0.52000 1523.60| 0.50000 1465.00 ASPHALT FOR TACK COAT | | | 0023 601-06854 2.000 EACH| 1800.00000 3600.00| 1854.00000 3708.00| 1750.00000 3500.00 GUARDRAIL, W-BEAM, NESTED | | | 0024 601-94689 4.000 EACH| 2100.00000 8400.00| 1957.00000 7828.00| 2000.00000 8000.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 450.000 LFT | 10.00000 4500.00| 9.48000 4266.00| 12.00000 5400.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 616-02320 200.000 SYS | 4.00000 800.00| 3.48000 696.00| 1.00000 200.00 GEOTEXTILES | | | 0027 616-05688 203.000 TON | 30.00000 6090.00| 38.10000 7734.30| 40.00000 8120.00 RIPRAP, CLASS 1 | | | 0028 616-06405 107.000 TON | 25.00000 2675.00| 38.44000 4113.08| 20.00000 2140.00 RIPRAP, REVETMENT | | | 0029 616-06430 2.000 SYS | 200.00000 400.00| 154.66000 309.32| 200.00000 400.00 RIPRAP, HAND LAID, 6 IN., PLACE | | | 0030 621-01004 2.000 EACH| 100.00000 200.00| 309.00000 618.00| 300.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 3000.000 SYS | 1.00000 3000.00| 0.54000 1620.00| 0.50000 1500.00 MULCHED SEEDING, R | | | 0032 709-51821 LUMP| 1500.00000 1500.00| 1339.00000 1339.00| 4000.00000 4000.00 SURFACE SEAL | | | 0033 714-06660 118.000 SYS | 500.00000 59000.00| 296.78000 35020.04| 425.00000 50150.00 WINGWALL | | | 0034 723-07756 44.000 LFT | 1250.00000 55000.00| 1603.43000 70550.92| 1510.00000 66440.00 STRUCTURE, PRECAST THREE-SIDED, 168 IN. | | | X 124 IN. | | | 0035 715-02628 8.000 EACH| 400.00000 3200.00| 569.47000 4555.76| 250.00000 2000.00 SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0036 715-05169 160.000 LFT | 30.00000 4800.00| 34.81000 5569.60| 50.00000 8000.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0037 801-03291 1.000 EACH| 55.00000 55.00| 77.25000 77.25| 75.00000 75.00 CONSTRUCTION SIGN, D | | | 0038 801-04308 8.000 EACH| 132.00000 1056.00| 123.60000 988.80| 120.00000 960.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06625 18.000 EACH| 66.00000 1188.00| 52.53000 945.54| 50.00000 900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0040 801-06640 12.000 EACH| 66.00000 792.00| 56.65000 679.80| 50.00000 600.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 205 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,604.99 ROUTE : 38 CALL ORDER : 205 CONTRACT ID : R -26627-A COUNTIES : CLINTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1310611 |(8) 35-1315965 |(9) 35-1212938 |DUNCAN ROBERTSON INC |FOX CONTRACTORS CORP. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06645 11.000 EACH| 33.00000 363.00| 56.65000 623.15| 25.00000 275.00 CONSTRUCTION SIGN, B | | | 0042 801-06775 LUMP| 5000.00000 5000.00| 1030.00000 1030.00| 1500.00000 1500.00 MAINTAINING TRAFFIC | | | 0043 801-07118 48.000 LFT | 16.50000 792.00| 5.15000 247.20| 5.00000 240.00 BARRICADE, III-A | | | 0044 801-07119 4.000 LFT | 55.00000 220.00| 20.60000 82.40| 20.00000 80.00 BARRICADE, III-B | | | 0045 808-06712 210.000 LFT | 0.57000 119.70| 0.39000 81.90| 0.40000 84.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0046 808-06713 1650.000 LFT | 0.57000 940.50| 0.39000 643.50| 0.40000 660.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-75996 12.000 EACH| 25.00000 300.00| 9.37000 112.44| 20.00000 240.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 12.000 EACH| 66.00000 792.00| 77.25000 927.00| 75.00000 900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 344,084.00| $ 344,616.61| $ 350,350.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 344,084.00| $ 344,616.61| $ 350,350.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 205 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,604.99 ROUTE : 38 CALL ORDER : 205 CONTRACT ID : R -26627-A COUNTIES : CLINTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 12000.00000 12000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2000.00000 12000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 40.000 LFT | 20.00000 800.00| | GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 25000.00000 25000.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 965.000 SYS | 5.00000 4825.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 340.000 CYS | 11.00000 3740.00| | EXCAVATION, COMMON | | | 0009 203-02070 45.000 CYS | 18.00000 810.00| | BORROW | | | 0010 205-06931 11.000 TON | 30.00000 330.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 48.000 LFT | 15.00000 720.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0012 207-07502 370.000 SYS | 10.00000 3700.00| | SUBGRADE TREATMENT, TYPE D | | | 0013 211-07454 100.000 CYS | 25.00000 2500.00| | STRUCTURE BACKFILL | | | 0014 213-52830 515.000 CYS | 84.00000 43260.00| | FLOWABLE MORTAR | | | 0015 303-01180 224.000 TON | 14.00000 3136.00| | COMPACTED AGGREGATE, NO. 53 | | | 0016 402-07433 190.000 TON | 77.50000 14725.00| | HMA SURFACE, TYPE B | | | 0017 402-07438 245.000 TON | 77.50000 18987.50| | HMA INTERMEDIATE, TYPE B | | | 0018 402-07441 165.000 TON | 77.50000 12787.50| | HMA BASE, TYPE B | | | 0019 402-07451 25.000 TON | 70.00000 1750.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0020 404-05511 600.000 SYS | 7.00000 4200.00| | SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 205 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,604.99 ROUTE : 38 CALL ORDER : 205 CONTRACT ID : R -26627-A COUNTIES : CLINTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05518 970.000 SYS | 1.00000 970.00| | ASPHALT FOR PRIME COAT | | | 0022 406-05521 2930.000 SYS | 0.40000 1172.00| | ASPHALT FOR TACK COAT | | | 0023 601-06854 2.000 EACH| 1855.00000 3710.00| | GUARDRAIL, W-BEAM, NESTED | | | 0024 601-94689 4.000 EACH| 2128.00000 8512.00| | GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 450.000 LFT | 10.00000 4500.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 616-02320 200.000 SYS | 5.00000 1000.00| | GEOTEXTILES | | | 0027 616-05688 203.000 TON | 50.00000 10150.00| | RIPRAP, CLASS 1 | | | 0028 616-06405 107.000 TON | 22.00000 2354.00| | RIPRAP, REVETMENT | | | 0029 616-06430 2.000 SYS | 200.00000 400.00| | RIPRAP, HAND LAID, 6 IN., PLACE | | | 0030 621-01004 2.000 EACH| 450.00000 900.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 3000.000 SYS | 0.60000 1800.00| | MULCHED SEEDING, R | | | 0032 709-51821 LUMP| 2000.00000 2000.00| | SURFACE SEAL | | | 0033 714-06660 118.000 SYS | 400.00000 47200.00| | WINGWALL | | | 0034 723-07756 44.000 LFT | 1470.46000 64700.24| | STRUCTURE, PRECAST THREE-SIDED, 168 IN. | | | X 124 IN. | | | 0035 715-02628 8.000 EACH| 300.00000 2400.00| | SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0036 715-05169 160.000 LFT | 24.00000 3840.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0037 801-03291 1.000 EACH| 150.00000 150.00| | CONSTRUCTION SIGN, D | | | 0038 801-04308 8.000 EACH| 250.00000 2000.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06625 18.000 EACH| 100.00000 1800.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0040 801-06640 12.000 EACH| 110.00000 1320.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 205 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,604.99 ROUTE : 38 CALL ORDER : 205 CONTRACT ID : R -26627-A COUNTIES : CLINTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06645 11.000 EACH| 30.00000 330.00| | CONSTRUCTION SIGN, B | | | 0042 801-06775 LUMP| 6000.00000 6000.00| | MAINTAINING TRAFFIC | | | 0043 801-07118 48.000 LFT | 10.00000 480.00| | BARRICADE, III-A | | | 0044 801-07119 4.000 LFT | 50.00000 200.00| | BARRICADE, III-B | | | 0045 808-06712 210.000 LFT | 0.44000 92.40| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0046 808-06713 1650.000 LFT | 0.44000 726.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-75996 12.000 EACH| 40.00000 480.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 12.000 EACH| 110.00000 1320.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 361,777.64| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 361,777.64| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 215 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,113.20 ROUTE : CALL ORDER : 215 CONTRACT ID : R -26651-A COUNTIES : MARION LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949055 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 4,807.70 100.0000% 2 35-1643252 C-TECH CORPORATION, INC. $ 10,024.16 208.5021% ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 | |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL INSTALLATION, NEW | | | 0001 105-06845 LUMP| 210.00000 210.00| 500.00000 500.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 315.00000 315.00| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 601-02103 7.620 m | 85.00000 647.70| 118.00000 899.16| GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0004 601-94689 1.000 EACH| 2435.00000 2435.00| 4500.00000 4500.00| GUARDRAIL END TREATMENT, OS | | | 0005 621-06560 25.000 m2 | 10.00000 250.00| 25.00000 625.00| MULCHED SEEDING, U | | | 0006 801-06640 2.000 EACH| 25.00000 50.00| 200.00000 400.00| CONSTRUCTION SIGN, A | | | 0007 801-06775 LUMP| 900.00000 900.00| 2600.00000 2600.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 4,807.70| $ 10,024.16| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,807.70| $ 10,024.16| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 225 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,751,062.51 ROUTE : 41 CALL ORDER : 225 CONTRACT ID : R -26656-A COUNTIES : GIBSON KNOX LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 250 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0173036 0173036 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 20,373,518.09 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 20,473,000.00 100.4882% 3 35-1418333 ROGERS GROUP, INC. $ 21,285,306.34 104.4753% 4 35-1139301 E & B PAVING, INC. $ 22,141,266.10 108.6766% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 22,473,177.00 110.3058% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1418333 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGNING | | | 0001 105-06845 LUMP| 85000.00000 85000.00| 150000.00000 150000.00| 132000.00000 132000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 1800.00000 43200.00| 2000.00000 48000.00| 2500.00000 60000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 1018000.00000 1018000.00| 1000000.00000 1000000.00| 1050000.00000 1050000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 305000.00000 305000.00| 292919.05000 292919.05| 90000.00000 90000.00 CLEARING RIGHT OF WAY | | | 0005 202-01901 4.000 EACH| 5000.00000 20000.00| 3200.00000 12800.00| 17450.00000 69800.00 TEMPORARY CROSSOVER, REMOVE | | | 0006 202-02240 6212.000 m2 | 12.00000 74544.00| 7.00000 43484.00| 8.40000 52180.80 PAVEMENT, REMOVE | | | 0007 202-02241 6516.000 m | 4.25000 27693.00| 4.08000 26585.28| 4.15000 27041.40 GUARDRAIL, REMOVE | | | 0008 202-02272 3088.000 m | 14.00000 43232.00| 6.00000 18528.00| 13.65000 42151.20 PAVED SIDE DITCH, REMOVE | | | 0009 202-03783 2.000 EACH| 280.00000 560.00| 280.00000 560.00| 178.50000 357.00 SIGN, PANEL, REMOVE | | | 0010 202-60820 348588.000 m2 | 0.75000 261441.00| 0.15000 52288.20| 1.34000 467107.92 SURFACE MILLING, ASPHALT | | | 0011 202-74045 296.000 EACH| 7.80000 2308.80| 7.80000 2308.80| 7.85000 2323.60 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0012 202-74050 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 177.50000 355.00 SIGN, OVERHEAD, REMOVE | | | 0013 202-91385 7.000 EACH| 370.00000 2590.00| 270.00000 1890.00| 403.50000 2824.50 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 225 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,751,062.51 ROUTE : 41 CALL ORDER : 225 CONTRACT ID : R -26656-A COUNTIES : GIBSON KNOX LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1418333 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-95027 4.000 EACH| 850.00000 3400.00| 600.00000 2400.00| 106.25000 425.00 IMPACT ATTENUATOR, REMOVE | | | 0015 202-96133 30.000 m | 36.00000 1080.00| 120.00000 3600.00| 45.30000 1359.00 PIPE, REMOVE | | | 0016 203-02000 58444.000 m3 | 10.00000 584440.00| 6.00000 350664.00| 10.60000 619506.40 EXCAVATION, COMMON | | | 0017 203-02070 3164.000 m3 | 10.00000 31640.00| 1.00000 3164.00| 13.10000 41448.40 BORROW | | | 0018 205-06932 321.000 m | 11.10000 3563.10| 27.75000 8907.75| 28.00000 8988.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0019 205-06933 66.000 EACH| 50.00000 3300.00| 65.00000 4290.00| 65.50000 4323.00 TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06934 23.300 Mg | 430.00000 10019.00| 433.00000 10088.90| 435.00000 10135.50 TEMPORARY MULCHING | | | 0021 205-06937 5641.000 m | 4.95000 27922.95| 4.50000 25384.50| 4.50000 25384.50 TEMPORARY SILT FENCE | | | 0022 207-07498 59791.000 m2 | 2.90000 173393.90| 3.50000 209268.50| 5.10000 304934.10 SUBGRADE TREATMENT, TYPE A | | | 0023 207-07503 13927.000 m2 | 2.35000 32728.45| 1.00000 13927.00| 0.78000 10863.06 SUBGRADE TREATMENT, TYPE E | | | 0024 211-07454 953.800 m3 | 34.75000 33144.55| 35.00000 33383.00| 42.80000 40822.64 STRUCTURE BACKFILL | | | 0025 301-07448 60427.000 Mg | 18.25000 1102792.75| 16.00000 966832.00| 18.40000 1111856.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 304-07491 530.000 Mg | 50.00000 26500.00| 92.00000 48760.00| 65.50000 34715.00 HMA PATCHING, TYPE C | | | 0027 305-97019 235729.000 m2 | 1.64000 386595.56| 1.75000 412525.75| 1.68000 396024.72 RUBBLIZED PCCP | | | 0028 401-06264 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 11325.00000 11325.00 PROFILOGRAPH, HMA | | | 0029 401-07329 35996.000 Mg | 42.00000 1511832.00| 46.00000 1655816.00| 42.45000 1528030.20 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0030 401-07399 63337.000 Mg | 36.00000 2280132.00| 35.00000 2216795.00| 32.00000 2026784.00 QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0031 401-07409 170581.000 Mg | 30.25000 5160075.25| 34.00000 5799754.00| 32.00000 5458592.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0033 401-07430 7051.000 Mg | 38.00000 267938.00| 34.00000 239734.00| 40.00000 282040.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0034 402-07453 11281.000 Mg | 45.00000 507645.00| 40.00000 451240.00| 58.00000 654298.00 HMA FOR TEMPORARY PAVEMENT | | | 0035 404-05514 13857.000 m2 | 2.25000 31178.25| 3.00000 41571.00| 1.50000 20785.50 SEAL COAT, 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 225 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,751,062.51 ROUTE : 41 CALL ORDER : 225 CONTRACT ID : R -26656-A COUNTIES : GIBSON KNOX LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1418333 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 405-05517 398.000 Mg | 350.00000 139300.00| 200.00000 79600.00| 310.00000 123380.00 ASPHALT FOR PRIME COAT | | | 0037 406-05520 304.000 Mg | 180.00000 54720.00| 200.00000 60800.00| 230.00000 69920.00 ASPHALT FOR TACK COAT | | | 0038 601-01522 10.000 EACH| 1200.00000 12000.00| 1200.00000 12000.00| 1200.00000 12000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0039 601-01626 10.000 EACH| 1300.00000 13000.00| 1300.00000 13000.00| 1300.00000 13000.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0040 601-01846 1.000 EACH| 1435.00000 1435.00| 1435.00000 1435.00| 1445.00000 1445.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0041 601-05999 12.000 EACH| 38.00000 456.00| 38.00000 456.00| 38.00000 456.00 CURVED TERMINAL END | | | 0042 601-06246 4.000 EACH| 36000.00000 144000.00| 34950.00000 139800.00| 35300.00000 141200.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0043 601-91147 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| 1415.00000 1415.00 GUARDRAIL END TREATMENT, RESET | | | 0044 601-94689 42.000 EACH| 2200.00000 92400.00| 1725.00000 72450.00| 1745.00000 73290.00 GUARDRAIL END TREATMENT, OS | | | 0045 601-94690 2.000 EACH| 3500.00000 7000.00| 2875.00000 5750.00| 2904.00000 5808.00 GUARDRAIL END TREATMENT, MS | | | 0046 601-99105 12316.000 m | 27.15000 334379.40| 27.15000 334379.40| 27.40000 337458.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0047 602-02098 4.000 EACH| 3667.00000 14668.00| 3595.00000 14380.00| 4540.00000 18160.00 MEDIAN BARRIER RAIL TRANSITION | | | 0048 602-06729 446.000 EACH| 8.30000 3701.80| 8.30000 3701.80| 8.40000 3746.40 BARRIER DELINEATOR | | | 0049 602-06945 1994.500 m | 162.85000 324804.33| 157.00000 313136.50| 187.00000 372971.50 BARRIER, CONCRETE, 1145 mm | | | 0050 602-06976 671.000 m | 195.00000 130845.00| 185.00000 124135.00| 278.00000 186538.00 BARRIER, CONCRETE, 1145 mm, MODIFIED | | | 0051 602-99181 2457.500 m | 35.50000 87241.25| 25.00000 61437.50| 35.80000 87978.50 MEDIAN BARRIER, CONCRETE, REMOVE | | | 0052 603-06040 300.000 m | 20.10000 6030.00| 36.00000 10800.00| 20.30000 6090.00 FENCE, FARM FIELD, 1190 mm | | | 0053 606-07484 59172.000 m | 0.30000 17751.60| 0.22000 13017.84| 0.22000 13017.84 MILLED HMA SHOULDER CORRUGATIONS | | | 0054 610-07487 11111.000 Mg | 53.00000 588883.00| 44.00000 488884.00| 44.00000 488884.00 HMA FOR APPROACHES, TYPE B | | | 0055 611-06497 2.000 EACH| 165.00000 330.00| 165.00000 330.00| 167.00000 334.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 225 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,751,062.51 ROUTE : 41 CALL ORDER : 225 CONTRACT ID : R -26656-A COUNTIES : GIBSON KNOX LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1418333 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 611-06498 4.000 EACH| 230.00000 920.00| 230.00000 920.00| 235.00000 940.00 MAILBOX ASSEMBLY, DOUBLE | | | 0057 611-52817 4.000 EACH| 70000.00000 280000.00| 8000.00000 32000.00| 8200.00000 32800.00 TEMPORARY CROSSOVER, B | | | 0058 615-06505 1.000 EACH| 450.00000 450.00| 850.00000 850.00| 455.00000 455.00 MONUMENT, B | | | 0059 615-06510 15.000 EACH| 415.00000 6225.00| 500.00000 7500.00| 420.00000 6300.00 MONUMENT, C | | | 0060 615-06515 1.000 EACH| 110.00000 110.00| 300.00000 300.00| 112.00000 112.00 MONUMENT, D | | | 0061 616-02320 9316.000 m2 | 2.75000 25619.00| 1.60000 14905.60| 2.00000 18632.00 GEOTEXTILES | | | 0062 616-06405 2974.000 Mg | 27.00000 80298.00| 27.00000 80298.00| 31.25000 92937.50 RIPRAP, REVETMENT | | | 0063 616-06451 4622.000 Mg | 27.00000 124794.00| 27.00000 124794.00| 31.25000 144437.50 RIPRAP, UNIFORM | | | 0064 621-01004 4.000 EACH| 660.00000 2640.00| 1500.00000 6000.00| 1520.00000 6080.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0065 621-02770 17446.000 m2 | 1.60000 27913.60| 1.68000 29309.28| 1.70000 29658.20 EROSION CONTROL BLANKET | | | 0066 621-06545 5.800 Mg | 525.00000 3045.00| 568.00000 3294.40| 575.00000 3335.00 FERTILIZER | | | 0067 621-06548 49.000 kg | 62.00000 3038.00| 55.00000 2695.00| 55.50000 2719.50 SEED MIXTURE, CV | | | 0068 621-06553 983.000 kg | 6.10000 5996.30| 5.97000 5868.51| 6.40000 6291.20 SEED MIXTURE, R | | | 0069 621-06557 466.000 kg | 4.80000 2236.80| 4.70000 2190.20| 5.00000 2330.00 SEED MIXTURE, T | | | 0070 621-06565 23.300 Mg | 430.00000 10019.00| 433.00000 10088.90| 465.00000 10834.50 MULCHING MATERIAL | | | 0071 621-06567 70.000 kL | 1.00000 70.00| 0.55000 38.50| 0.56000 39.20 WATER | | | 0072 621-06574 3889.000 m2 | 3.40000 13222.60| 4.32000 16800.48| 4.50000 17500.50 SODDING | | | 0073 715-03475 10.000 EACH| 350.00000 3500.00| 350.00000 3500.00| 470.00000 4700.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0074 715-03476 1.000 EACH| 540.00000 540.00| 690.00000 690.00| 915.00000 915.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0075 715-03584 4.000 EACH| 420.00000 1680.00| 560.00000 2240.00| 810.00000 3240.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 225 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,751,062.51 ROUTE : 41 CALL ORDER : 225 CONTRACT ID : R -26656-A COUNTIES : GIBSON KNOX LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1418333 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 715-05048 66673.000 m | 7.75000 516715.75| 6.90000 460043.70| 10.00000 666730.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0077 715-05053 5630.000 m | 46.00000 258980.00| 43.00000 242090.00| 48.50000 273055.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0078 715-05119 104.000 m | 80.00000 8320.00| 160.00000 16640.00| 73.50000 7644.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0079 715-05121 110.500 m | 86.00000 9503.00| 165.00000 18232.50| 94.00000 10387.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0080 715-05123 15.500 m | 141.00000 2185.50| 175.00000 2712.50| 150.00000 2325.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0081 715-05149 23.000 m | 80.00000 1840.00| 100.00000 2300.00| 68.00000 1564.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0082 715-05151 544.600 m | 84.00000 45746.40| 105.00000 57183.00| 73.50000 40028.10 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0083 715-05156 51.000 m | 175.00000 8925.00| 165.00000 8415.00| 200.00000 10200.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0084 715-05169 115.500 m | 87.00000 10048.50| 105.00000 12127.50| 71.00000 8200.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0085 715-05171 15.300 m | 125.00000 1912.50| 110.00000 1683.00| 91.00000 1392.30 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0086 715-05173 31.300 m | 141.00000 4413.30| 135.00000 4225.50| 146.00000 4569.80 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0087 715-05245 72.500 m | 300.00000 21750.00| 350.00000 25375.00| 461.00000 33422.50 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0088 715-05595 1.000 m | 1150.00000 1150.00| 300.00000 300.00| 751.00000 751.00 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0089 715-05597 2.000 m | 625.00000 1250.00| 250.00000 500.00| 1540.00000 3080.00 PIPE EXTENSION, CIRCULAR, 600 mm | | | 0090 715-05756 2.000 m | 600.00000 1200.00| 125.00000 250.00| 515.00000 1030.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0091 715-06611 4.000 m | 550.00000 2200.00| 600.00000 2400.00| 520.00000 2080.00 PIPE EXTENSION, DEF0RMED, 0.15 m2 | | | 0092 715-07651 1.000 m | 1450.00000 1450.00| 750.00000 750.00| 2050.00000 2050.00 PIPE, RELAID, 750 mm | | | 0093 715-07652 4.000 EACH| 1700.00000 6800.00| 550.00000 2200.00| 1340.00000 5360.00 PIPE END SECTION, MIN. AREA 1.20 m2 | | | 0094 715-46005 38.000 EACH| 430.00000 16340.00| 290.00000 11020.00| 330.00000 12540.00 PIPE END SECTION, 375 mm | | | 0095 715-46010 6.000 EACH| 475.00000 2850.00| 320.00000 1920.00| 380.00000 2280.00 PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 225 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,751,062.51 ROUTE : 41 CALL ORDER : 225 CONTRACT ID : R -26656-A COUNTIES : GIBSON KNOX LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1418333 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 715-46020 6.000 EACH| 560.00000 3360.00| 450.00000 2700.00| 505.00000 3030.00 PIPE END SECTION, 600 mm | | | 0097 715-46030 2.000 EACH| 720.00000 1440.00| 620.00000 1240.00| 705.00000 1410.00 PIPE END SECTION, 750 mm | | | 0098 715-46050 1.000 EACH| 425.00000 425.00| 360.00000 360.00| 505.00000 505.00 PIPE END SECTION, MIN. AREA .15 m2 | | | 0099 718-06529 260.000 EACH| 375.00000 97500.00| 460.00000 119600.00| 465.00000 120900.00 OUTLET PROTECTOR, 2 | | | 0100 718-06531 39.000 EACH| 375.00000 14625.00| 420.00000 16380.00| 440.00000 17160.00 OUTLET PROTECTOR, 3 | | | 0101 718-06532 4000.000 m | 3.00000 12000.00| 3.00000 12000.00| 3.10000 12400.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0102 718-52610 14007.000 m3 | 36.50000 511255.50| 30.00000 420210.00| 42.25000 591795.75 AGGREGATE FOR UNDERDRAINS | | | 0103 720-07301 4.000 EACH| 2300.00000 9200.00| 2500.00000 10000.00| 1970.00000 7880.00 INLET TYPE HA 5 | | | 0104 720-44000 10.000 EACH| 325.00000 3250.00| 300.00000 3000.00| 480.00000 4800.00 CASTING, ADJUST TO GRADE | | | 0105 720-45030 7.000 EACH| 2000.00000 14000.00| 1200.00000 8400.00| 1060.00000 7420.00 INLET, E7 | | | 0106 720-45035 1.000 EACH| 1760.00000 1760.00| 1250.00000 1250.00| 1060.00000 1060.00 INLET, F7 | | | 0107 720-45040 1.000 EACH| 2700.00000 2700.00| 1500.00000 1500.00| 2070.00000 2070.00 INLET, G7 | | | 0108 720-45041 12.000 EACH| 3350.00000 40200.00| 2500.00000 30000.00| 3840.00000 46080.00 INLET, H5 | | | 0109 720-45065 1.000 EACH| 3100.00000 3100.00| 4000.00000 4000.00| 3540.00000 3540.00 INLET, N12 | | | 0110 801-01093 45.000 EACH| 1475.00000 66375.00| 1475.00000 66375.00| 1415.00000 63675.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0111 801-01504 96.000 EACH| 40.00000 3840.00| 40.00000 3840.00| 40.40000 3878.40 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0112 801-04308 28.000 EACH| 375.00000 10500.00| 355.00000 9940.00| 378.00000 10584.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0113 801-06203 14296.000 m | 0.40000 5718.40| 0.40000 5718.40| 0.41000 5861.36 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0114 801-06207 145931.000 m | 2.75000 401310.25| 4.50000 656689.50| 2.40000 350234.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 225 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,751,062.51 ROUTE : 41 CALL ORDER : 225 CONTRACT ID : R -26656-A COUNTIES : GIBSON KNOX LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1418333 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 801-06469 4200.000 m | 4.20000 17640.00| 8.50000 35700.00| 4.25000 17850.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0116 801-06577 16.000 m | 6.30000 100.80| 37.00000 592.00| 6.35000 101.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0117 801-06625 20.000 EACH| 125.00000 2500.00| 110.00000 2200.00| 1.05000 21.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0118 801-06640 184.000 EACH| 220.00000 40480.00| 250.00000 46000.00| 225.00000 41400.00 CONSTRUCTION SIGN, A | | | 0119 801-06645 68.000 EACH| 60.00000 4080.00| 50.00000 3400.00| 60.50000 4114.00 CONSTRUCTION SIGN, B | | | 0120 801-06710 2205.000 DAY | 12.00000 26460.00| 16.00000 35280.00| 12.10000 26680.50 FLASHING ARROW SIGN | | | 0121 801-06775 LUMP| 80000.00000 80000.00| 280000.00000 280000.00| 327500.00000 327500.00 MAINTAINING TRAFFIC | | | 0123 801-07118 479.000 m | 42.00000 20118.00| 100.00000 47900.00| 42.25000 20237.75 BARRICADE, III-A | | | 0124 801-07119 69.000 m | 45.00000 3105.00| 110.00000 7590.00| 45.50000 3139.50 BARRICADE, III-B | | | 0125 801-09133 2.000 EACH| 11250.00000 22500.00| 11250.00000 22500.00| 11375.00000 22750.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0126 802-04893 24.000 EACH| 36.00000 864.00| 36.00000 864.00| 36.40000 873.60 REFERENCE POST | | | 0127 802-05701 591.100 m | 22.50000 13299.75| 22.50000 13299.75| 22.75000 13447.53 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0128 802-05702 294.300 m | 15.00000 4414.50| 15.00000 4414.50| 15.15000 4458.65 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0129 802-05706 14.700 m | 24.20000 355.74| 24.20000 355.74| 24.25000 356.48 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0130 802-07057 37.060 m2 | 162.20000 6011.13| 162.20000 6011.13| 135.00000 5003.10 SIGN, PANEL, WITH LEGEND | | | 0131 802-76025 14.230 m2 | 103.00000 1465.69| 103.00000 1465.69| 105.00000 1494.15 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0132 802-76035 133.680 m2 | 99.60000 13314.53| 99.60000 13314.53| 100.00000 13368.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 225 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,751,062.51 ROUTE : 41 CALL ORDER : 225 CONTRACT ID : R -26656-A COUNTIES : GIBSON KNOX LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1418333 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 805-02503 82.000 m | 0.30000 24.60| 0.30000 24.60| 0.30000 24.60 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0134 805-78795 27.000 m | 25.60000 691.20| 25.60000 691.20| 25.85000 697.95 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0135 805-92951 1.000 EACH| 220.00000 220.00| 220.00000 220.00| 225.00000 225.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0136 808-03002 416.000 m | 1.38000 574.08| 1.38000 574.08| 1.40000 582.40 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0137 808-03631 1662.000 m | 1.38000 2293.56| 1.38000 2293.56| 1.40000 2326.80 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0138 808-03632 1662.000 m | 1.38000 2293.56| 1.38000 2293.56| 1.40000 2326.80 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0139 808-06701 8161.000 m | 0.75000 6120.75| 0.75000 6120.75| 0.76000 6202.36 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0140 808-06703 43474.000 m | 0.75000 32605.50| 0.75000 32605.50| 0.76000 33040.24 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0141 808-06716 14757.000 m | 0.66000 9739.62| 0.66000 9739.62| 0.67000 9887.19 LINE, REMOVE | | | 0142 808-75245 33978.000 m | 0.75000 25483.50| 0.75000 25483.50| 0.75000 25483.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0143 808-75297 213.000 m | 9.50000 2023.50| 9.50000 2023.50| 9.60000 2044.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0144 808-75320 105.000 EACH| 44.00000 4620.00| 44.00000 4620.00| 44.45000 4667.25 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0145 808-75325 105.000 EACH| 52.00000 5460.00| 52.00000 5460.00| 52.50000 5512.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0146 808-75996 1500.000 EACH| 3.44000 5160.00| 4.00000 6000.00| 4.30000 6450.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0147 808-75998 1699.000 EACH| 17.00000 28883.00| 17.45000 29647.55| 17.20000 29222.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0148 213-52830 1183.200 m3 | 79.48000 94040.74| 70.00000 82824.00| 96.00000 113587.20 FLOWABLE MORTAR | | | 0149 401-07429 36464.000 Mg | 31.00000 1130384.00| 34.00000 1239776.00| 34.75000 1267124.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | SECTION TOTALS | $ 20,373,518.09| $ 20,473,000.00| $ 21,285,306.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 20,373,518.09| $ 20,473,000.00| $ 21,285,306.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 225 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,751,062.51 ROUTE : 41 CALL ORDER : 225 CONTRACT ID : R -26656-A COUNTIES : GIBSON KNOX LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGNING | | | 0001 105-06845 LUMP| 225000.00000 225000.00| 230000.00000 230000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 2400.00000 57600.00| 3200.00000 76800.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 1000000.00000 1000000.00| 1398000.01000 1398000.01| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 32000.00000 32000.00| 40000.00000 40000.00| CLEARING RIGHT OF WAY | | | 0005 202-01901 4.000 EACH| 9300.00000 37200.00| 9200.00000 36800.00| TEMPORARY CROSSOVER, REMOVE | | | 0006 202-02240 6212.000 m2 | 6.05000 37582.60| 14.00000 86968.00| PAVEMENT, REMOVE | | | 0007 202-02241 6516.000 m | 2.50000 16290.00| 2.60000 16941.60| GUARDRAIL, REMOVE | | | 0008 202-02272 3088.000 m | 12.25000 37828.00| 16.00000 49408.00| PAVED SIDE DITCH, REMOVE | | | 0009 202-03783 2.000 EACH| 350.00000 700.00| 190.00000 380.00| SIGN, PANEL, REMOVE | | | 0010 202-60820 348588.000 m2 | 0.68000 237039.84| 1.40000 488023.20| SURFACE MILLING, ASPHALT | | | 0011 202-74045 296.000 EACH| 60.00000 17760.00| 93.00000 27528.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0012 202-74050 2.000 EACH| 500.00000 1000.00| 190.00000 380.00| SIGN, OVERHEAD, REMOVE | | | 0013 202-91385 7.000 EACH| 726.00000 5082.00| 570.00000 3990.00| INLET, REMOVE | | | 0014 202-95027 4.000 EACH| 450.00000 1800.00| 480.00000 1920.00| IMPACT ATTENUATOR, REMOVE | | | 0015 202-96133 30.000 m | 83.00000 2490.00| 22.00000 660.00| PIPE, REMOVE | | | 0016 203-02000 58444.000 m3 | 16.25000 949715.00| 20.00000 1168880.00| EXCAVATION, COMMON | | | 0017 203-02070 3164.000 m3 | 12.85000 40657.40| 17.00000 53788.00| BORROW | | | 0018 205-06932 321.000 m | 21.00000 6741.00| 12.00000 3852.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0019 205-06933 66.000 EACH| 40.00000 2640.00| 53.00000 3498.00| TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06934 23.300 Mg | 575.00000 13397.50| 450.00000 10485.00| TEMPORARY MULCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 225 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,751,062.51 ROUTE : 41 CALL ORDER : 225 CONTRACT ID : R -26656-A COUNTIES : GIBSON KNOX LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 205-06937 5641.000 m | 4.68000 26399.88| 5.20000 29333.20| TEMPORARY SILT FENCE | | | 0022 207-07498 59791.000 m2 | 5.15000 307923.65| 4.50000 269059.50| SUBGRADE TREATMENT, TYPE A | | | 0023 207-07503 13927.000 m2 | 1.80000 25068.60| 1.00000 13927.00| SUBGRADE TREATMENT, TYPE E | | | 0024 211-07454 953.800 m3 | 40.00000 38152.00| 62.00000 59135.60| STRUCTURE BACKFILL | | | 0025 301-07448 60427.000 Mg | 15.65000 945682.55| 17.00000 1027259.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 304-07491 530.000 Mg | 90.00000 47700.00| 56.00000 29680.00| HMA PATCHING, TYPE C | | | 0027 305-97019 235729.000 m2 | 1.64000 386595.56| 1.95000 459671.55| RUBBLIZED PCCP | | | 0028 401-06264 LUMP| 11000.00000 11000.00| 14396.55000 14396.55| PROFILOGRAPH, HMA | | | 0029 401-07329 35996.000 Mg | 49.00000 1763804.00| 55.00000 1979780.00| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0030 401-07399 63337.000 Mg | 39.00000 2470143.00| 36.25000 2295966.25| QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0031 401-07409 170581.000 Mg | 36.00000 6140916.00| 33.00000 5629173.00| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0033 401-07430 7051.000 Mg | 48.25000 340210.75| 41.75000 294379.25| QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0034 402-07453 11281.000 Mg | 45.50000 513285.50| 40.00000 451240.00| HMA FOR TEMPORARY PAVEMENT | | | 0035 404-05514 13857.000 m2 | 3.50000 48499.50| 4.30000 59585.10| SEAL COAT, 5 | | | 0036 405-05517 398.000 Mg | 285.00000 113430.00| 290.00000 115420.00| ASPHALT FOR PRIME COAT | | | 0037 406-05520 304.000 Mg | 210.00000 63840.00| 190.00000 57760.00| ASPHALT FOR TACK COAT | | | 0038 601-01522 10.000 EACH| 1125.00000 11250.00| 1200.00000 12000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0039 601-01626 10.000 EACH| 1220.00000 12200.00| 1300.00000 13000.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0040 601-01846 1.000 EACH| 1575.00000 1575.00| 1700.00000 1700.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0041 601-05999 12.000 EACH| 27.00000 324.00| 29.00000 348.00| CURVED TERMINAL END | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 225 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,751,062.51 ROUTE : 41 CALL ORDER : 225 CONTRACT ID : R -26656-A COUNTIES : GIBSON KNOX LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 601-06246 4.000 EACH| 32850.00000 131400.00| 35000.00000 140000.00| IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0043 601-91147 1.000 EACH| 1375.00000 1375.00| 1500.00000 1500.00| GUARDRAIL END TREATMENT, RESET | | | 0044 601-94689 42.000 EACH| 1775.00000 74550.00| 1900.00000 79800.00| GUARDRAIL END TREATMENT, OS | | | 0045 601-94690 2.000 EACH| 2925.00000 5850.00| 3100.00000 6200.00| GUARDRAIL END TREATMENT, MS | | | 0046 601-99105 12316.000 m | 28.50000 351006.00| 30.00000 369480.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0047 602-02098 4.000 EACH| 3667.00000 14668.00| 3900.00000 15600.00| MEDIAN BARRIER RAIL TRANSITION | | | 0048 602-06729 446.000 EACH| 6.00000 2676.00| 6.30000 2809.80| BARRIER DELINEATOR | | | 0049 602-06945 1994.500 m | 140.65000 280526.43| 170.00000 339065.00| BARRIER, CONCRETE, 1145 mm | | | 0050 602-06976 671.000 m | 171.75000 115244.25| 210.00000 140910.00| BARRIER, CONCRETE, 1145 mm, MODIFIED | | | 0051 602-99181 2457.500 m | 33.00000 81097.50| 38.00000 93385.00| MEDIAN BARRIER, CONCRETE, REMOVE | | | 0052 603-06040 300.000 m | 16.00000 4800.00| 17.00000 5100.00| FENCE, FARM FIELD, 1190 mm | | | 0053 606-07484 59172.000 m | 0.41000 24260.52| 0.50000 29586.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0054 610-07487 11111.000 Mg | 54.00000 599994.00| 53.00000 588883.00| HMA FOR APPROACHES, TYPE B | | | 0055 611-06497 2.000 EACH| 130.00000 260.00| 140.00000 280.00| MAILBOX ASSEMBLY, SINGLE | | | 0056 611-06498 4.000 EACH| 143.00000 572.00| 150.00000 600.00| MAILBOX ASSEMBLY, DOUBLE | | | 0057 611-52817 4.000 EACH| 17000.00000 68000.00| 4700.00000 18800.00| TEMPORARY CROSSOVER, B | | | 0058 615-06505 1.000 EACH| 495.00000 495.00| 520.00000 520.00| MONUMENT, B | | | 0059 615-06510 15.000 EACH| 290.00000 4350.00| 310.00000 4650.00| MONUMENT, C | | | 0060 615-06515 1.000 EACH| 78.00000 78.00| 82.00000 82.00| MONUMENT, D | | | 0061 616-02320 9316.000 m2 | 1.85000 17234.60| 2.10000 19563.60| GEOTEXTILES | | | 0062 616-06405 2974.000 Mg | 32.00000 95168.00| 32.00000 95168.00| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 225 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,751,062.51 ROUTE : 41 CALL ORDER : 225 CONTRACT ID : R -26656-A COUNTIES : GIBSON KNOX LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 616-06451 4622.000 Mg | 34.00000 157148.00| 32.00000 147904.00| RIPRAP, UNIFORM | | | 0064 621-01004 4.000 EACH| 1100.00000 4400.00| 700.00000 2800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0065 621-02770 17446.000 m2 | 1.45000 25296.70| 1.70000 29658.20| EROSION CONTROL BLANKET | | | 0066 621-06545 5.800 Mg | 380.00000 2204.00| 550.00000 3190.00| FERTILIZER | | | 0067 621-06548 49.000 kg | 75.00000 3675.00| 66.00000 3234.00| SEED MIXTURE, CV | | | 0068 621-06553 983.000 kg | 4.70000 4620.10| 6.50000 6389.50| SEED MIXTURE, R | | | 0069 621-06557 466.000 kg | 3.56000 1658.96| 5.10000 2376.60| SEED MIXTURE, T | | | 0070 621-06565 23.300 Mg | 510.00000 11883.00| 450.00000 10485.00| MULCHING MATERIAL | | | 0071 621-06567 70.000 kL | 0.55000 38.50| 1.10000 77.00| WATER | | | 0072 621-06574 3889.000 m2 | 4.00000 15556.00| 3.60000 14000.40| SODDING | | | 0073 715-03475 10.000 EACH| 137.00000 1370.00| 280.00000 2800.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0074 715-03476 1.000 EACH| 275.00000 275.00| 460.00000 460.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0075 715-03584 4.000 EACH| 196.00000 784.00| 350.00000 1400.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0076 715-05048 66673.000 m | 6.25000 416706.25| 6.10000 406705.30| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0077 715-05053 5630.000 m | 43.00000 242090.00| 35.00000 197050.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0078 715-05119 104.000 m | 80.00000 8320.00| 75.00000 7800.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0079 715-05121 110.500 m | 92.00000 10166.00| 84.00000 9282.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0080 715-05123 15.500 m | 110.00000 1705.00| 95.00000 1472.50| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0081 715-05149 23.000 m | 43.00000 989.00| 84.00000 1932.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0082 715-05151 544.600 m | 48.00000 26140.80| 84.00000 45746.40| PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 225 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,751,062.51 ROUTE : 41 CALL ORDER : 225 CONTRACT ID : R -26656-A COUNTIES : GIBSON KNOX LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 715-05156 51.000 m | 133.00000 6783.00| 150.00000 7650.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0084 715-05169 115.500 m | 80.00000 9240.00| 78.00000 9009.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0085 715-05171 15.300 m | 92.00000 1407.60| 82.00000 1254.60| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0086 715-05173 31.300 m | 92.00000 2879.60| 110.00000 3443.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0087 715-05245 72.500 m | 170.00000 12325.00| 300.00000 21750.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0088 715-05595 1.000 m | 344.00000 344.00| 270.00000 270.00| PIPE EXTENSION, CIRCULAR, 375 mm | | | 0089 715-05597 2.000 m | 344.00000 688.00| 250.00000 500.00| PIPE EXTENSION, CIRCULAR, 600 mm | | | 0090 715-05756 2.000 m | 172.00000 344.00| 180.00000 360.00| PIPE EXTENSION, CIRCULAR, 300 mm | | | 0091 715-06611 4.000 m | 344.00000 1376.00| 140.00000 560.00| PIPE EXTENSION, DEF0RMED, 0.15 m2 | | | 0092 715-07651 1.000 m | 866.00000 866.00| 540.00000 540.00| PIPE, RELAID, 750 mm | | | 0093 715-07652 4.000 EACH| 275.00000 1100.00| 1300.00000 5200.00| PIPE END SECTION, MIN. AREA 1.20 m2 | | | 0094 715-46005 38.000 EACH| 227.00000 8626.00| 240.00000 9120.00| PIPE END SECTION, 375 mm | | | 0095 715-46010 6.000 EACH| 257.00000 1542.00| 270.00000 1620.00| PIPE END SECTION, 450 mm | | | 0096 715-46020 6.000 EACH| 322.00000 1932.00| 310.00000 1860.00| PIPE END SECTION, 600 mm | | | 0097 715-46030 2.000 EACH| 332.00000 664.00| 460.00000 920.00| PIPE END SECTION, 750 mm | | | 0098 715-46050 1.000 EACH| 137.00000 137.00| 320.00000 320.00| PIPE END SECTION, MIN. AREA .15 m2 | | | 0099 718-06529 260.000 EACH| 463.00000 120380.00| 480.00000 124800.00| OUTLET PROTECTOR, 2 | | | 0100 718-06531 39.000 EACH| 437.00000 17043.00| 440.00000 17160.00| OUTLET PROTECTOR, 3 | | | 0101 718-06532 4000.000 m | 3.00000 12000.00| 4.50000 18000.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0102 718-52610 14007.000 m3 | 40.00000 560280.00| 26.00000 364182.00| AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 225 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,751,062.51 ROUTE : 41 CALL ORDER : 225 CONTRACT ID : R -26656-A COUNTIES : GIBSON KNOX LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 720-07301 4.000 EACH| 1844.00000 7376.00| 1900.00000 7600.00| INLET TYPE HA 5 | | | 0104 720-44000 10.000 EACH| 360.00000 3600.00| 280.00000 2800.00| CASTING, ADJUST TO GRADE | | | 0105 720-45030 7.000 EACH| 1269.00000 8883.00| 1400.00000 9800.00| INLET, E7 | | | 0106 720-45035 1.000 EACH| 1514.00000 1514.00| 1400.00000 1400.00| INLET, F7 | | | 0107 720-45040 1.000 EACH| 1514.00000 1514.00| 2700.00000 2700.00| INLET, G7 | | | 0108 720-45041 12.000 EACH| 2975.00000 35700.00| 2200.00000 26400.00| INLET, H5 | | | 0109 720-45065 1.000 EACH| 2100.00000 2100.00| 2500.00000 2500.00| INLET, N12 | | | 0110 801-01093 45.000 EACH| 1475.00000 66375.00| 1600.00000 72000.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0111 801-01504 96.000 EACH| 40.00000 3840.00| 42.00000 4032.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0112 801-04308 28.000 EACH| 375.00000 10500.00| 400.00000 11200.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0113 801-06203 14296.000 m | 0.40000 5718.40| 0.42000 6004.32| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0114 801-06207 145931.000 m | 2.40000 350234.40| 2.60000 379420.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0115 801-06469 4200.000 m | 4.20000 17640.00| 4.40000 18480.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0116 801-06577 16.000 m | 6.30000 100.80| 1.00000 16.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0117 801-06625 20.000 EACH| 125.00000 2500.00| 130.00000 2600.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0118 801-06640 184.000 EACH| 220.00000 40480.00| 230.00000 42320.00| CONSTRUCTION SIGN, A | | | 0119 801-06645 68.000 EACH| 60.00000 4080.00| 63.00000 4284.00| CONSTRUCTION SIGN, B | | | 0120 801-06710 2205.000 DAY | 12.00000 26460.00| 13.00000 28665.00| FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 225 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,751,062.51 ROUTE : 41 CALL ORDER : 225 CONTRACT ID : R -26656-A COUNTIES : GIBSON KNOX LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 801-06775 LUMP| 164466.50000 164466.50| 160000.00000 160000.00| MAINTAINING TRAFFIC | | | 0123 801-07118 479.000 m | 42.00000 20118.00| 44.00000 21076.00| BARRICADE, III-A | | | 0124 801-07119 69.000 m | 45.00000 3105.00| 48.00000 3312.00| BARRICADE, III-B | | | 0125 801-09133 2.000 EACH| 11250.00000 22500.00| 12000.00000 24000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0126 802-04893 24.000 EACH| 75.00000 1800.00| 76.00000 1824.00| REFERENCE POST | | | 0127 802-05701 591.100 m | 40.00000 23644.00| 33.00000 19506.30| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0128 802-05702 294.300 m | 30.00000 8829.00| 41.00000 12066.30| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0129 802-05706 14.700 m | 30.00000 441.00| 57.00000 837.90| SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0130 802-07057 37.060 m2 | 145.00000 5373.70| 140.00000 5188.40| SIGN, PANEL, WITH LEGEND | | | 0131 802-76025 14.230 m2 | 145.00000 2063.35| 130.00000 1849.90| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0132 802-76035 133.680 m2 | 125.00000 16710.00| 130.00000 17378.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0133 805-02503 82.000 m | 1.47000 120.54| 15.00000 1230.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0134 805-78795 27.000 m | 28.00000 756.00| 62.00000 1674.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0135 805-92951 1.000 EACH| 203.00000 203.00| 450.00000 450.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0136 808-03002 416.000 m | 1.38000 574.08| 1.50000 624.00| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0137 808-03631 1662.000 m | 1.38000 2293.56| 1.50000 2493.00| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0138 808-03632 1662.000 m | 1.38000 2293.56| 1.50000 2493.00| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0139 808-06701 8161.000 m | 0.75000 6120.75| 0.79000 6447.19| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 225 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,751,062.51 ROUTE : 41 CALL ORDER : 225 CONTRACT ID : R -26656-A COUNTIES : GIBSON KNOX LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 808-06703 43474.000 m | 0.75000 32605.50| 0.79000 34344.46| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0141 808-06716 14757.000 m | 0.66000 9739.62| 0.70000 10329.90| LINE, REMOVE | | | 0142 808-75245 33978.000 m | 0.75000 25483.50| 0.79000 26842.62| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0143 808-75297 213.000 m | 9.50000 2023.50| 10.00000 2130.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0144 808-75320 105.000 EACH| 44.00000 4620.00| 47.00000 4935.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0145 808-75325 105.000 EACH| 52.00000 5460.00| 55.00000 5775.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0146 808-75996 1500.000 EACH| 5.00000 7500.00| 6.10000 9150.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0147 808-75998 1699.000 EACH| 17.00000 28883.00| 18.00000 30582.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0148 213-52830 1183.200 m3 | 116.00000 137251.20| 95.00000 112404.00| FLOWABLE MORTAR | | | 0149 401-07429 36464.000 Mg | 40.00000 1458560.00| 38.00000 1385632.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | SECTION TOTALS | $ 22,141,266.10| $ 22,473,177.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 22,141,266.10| $ 22,473,177.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 235 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 626,390.63 ROUTE : IR 1001 CALL ORDER : 235 CONTRACT ID : R -26692-A COUNTIES : LAPORTE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 430,304.12 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 458,000.37 106.4364% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | 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| 585.00000 585.00| 1000.00000 1000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1400.00000 4200.00| 1600.00000 4800.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 22900.00000 22900.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 652.000 LFT | 3.12000 2034.24| 3.00000 1956.00| GUARDRAIL, REMOVE | | | 0005 202-60820 1274.000 SYS | 0.68000 866.32| 3.85000 4904.90| SURFACE MILLING, ASPHALT | | | 0006 202-74045 25.000 EACH| 46.80000 1170.00| 25.00000 625.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 214-07202 107.000 SYS | 1.00000 107.00| 2.80000 299.60| GEOGRID, I | | | 0008 303-01180 107.000 TON | 9.00000 963.00| 14.00000 1498.00| COMPACTED AGGREGATE, NO. 53 | | | 0009 303-04075 1186.000 TON | 18.00000 21348.00| 14.00000 16604.00| COMPACTED AGGREGATE, O, 73 | | | 0010 304-07489 368.000 TON | 20.00000 7360.00| 40.00000 14720.00| HMA PATCHING, TYPE A | | | 0011 401-07320 5037.000 TON | 28.50000 143554.50| 32.00000 161184.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0012 401-07355 4973.000 TON | 27.30000 135762.90| 28.00000 139244.00| QC/QA-HMA, 1, 64, INTERMEDIATE, 9.5 mm | | | 0013 402-07450 94.000 TON | 27.30000 2566.20| 28.00000 2632.00| HMA, TYPE A, WEDGE AND LEVEL | | | 0014 406-05520 26.000 TON | 265.00000 6890.00| 250.00000 6500.00| ASPHALT FOR TACK COAT | | | 0015 601-02103 49.500 LFT | 16.64000 823.68| 16.00000 792.00| GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 235 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 626,390.63 ROUTE : IR 1001 CALL ORDER : 235 CONTRACT ID : R -26692-A COUNTIES : LAPORTE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-94689 14.000 EACH| 2028.00000 28392.00| 1950.00000 27300.00| GUARDRAIL END TREATMENT, OS | | | 0017 601-97774 1.000 EACH| 988.00000 988.00| 950.00000 950.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0018 601-99105 393.000 LFT | 12.48000 4904.64| 12.00000 4716.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 610-07486 142.000 TON | 40.00000 5680.00| 50.00000 7100.00| HMA FOR APPROACHES, TYPE A | | | 0020 615-06520 27.000 EACH| 100.00000 2700.00| 40.00000 1080.00| MONUMENT, RE-ESTABLISH | | | 0021 621-01004 1.000 EACH| 546.00000 546.00| 525.00000 525.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06560 3042.000 SYS | 0.73000 2220.66| 0.70000 2129.40| MULCHED SEEDING, U | | | 0023 621-06570 254.000 CYS | 26.00000 6604.00| 24.00000 6096.00| TOP SOIL | | | 0024 801-06203 4940.000 LFT | 1.71000 8447.40| 0.30000 1482.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06640 22.000 EACH| 62.40000 1372.80| 60.00000 1320.00| CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 2000.00000 2000.00| 1750.00000 1750.00| MAINTAINING TRAFFIC | | | 0027 802-05704 470.000 LFT | 7.80000 3666.00| 7.50000 3525.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0028 802-76025 152.880 SFT | 14.56000 2225.93| 14.00000 2140.32| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0029 802-76035 63.830 SFT | 15.50000 989.37| 14.90000 951.07| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0030 808-06703 49473.000 LFT | 0.24000 11873.52| 0.24000 11873.52| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0031 808-75240 4656.000 LFT | 0.24000 1117.44| 0.24000 1117.44| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0032 808-75245 11563.000 LFT | 0.24000 2775.12| 0.24000 2775.12| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 235 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 626,390.63 ROUTE : IR 1001 CALL ORDER : 235 CONTRACT ID : R -26692-A COUNTIES : LAPORTE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-75297 190.000 LFT | 4.16000 790.40| 4.00000 760.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0034 808-75340 2.000 EACH| 390.00000 780.00| 375.00000 750.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 430,304.12| $ 458,000.37| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 430,304.12| $ 458,000.37| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 239 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,356,720.40 ROUTE : 69 CALL ORDER : 239 CONTRACT ID : R -26717-A COUNTIES : MADISON LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0691103 0691103 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,024,700.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,312,600.00 128.0960% 3 31-4351261 SHELLY & SANDS, INC. $ 1,470,068.20 143.4632% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 4250.00000 4250.00| 13000.00000 13000.00| 13350.65000 13350.65 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2300.00000 6900.00| 2200.00000 6600.00| 1886.89000 5660.67 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 51300.00000 51300.00| 69805.63000 69805.63| 31088.78000 31088.78 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 109152.000 SYS | 0.27000 29471.04| 0.51000 55667.52| 1.07000 116792.64 SURFACE MILLING, ASPHALT | | | 0005 304-07491 1000.000 TON | 75.00000 75000.00| 70.00000 70000.00| 128.25000 128250.00 HMA PATCHING, TYPE C | | | 0006 311-06465 3636.000 SYS | 0.01000 36.36| 3.00000 10908.00| 8.81000 32033.16 PCCP CRACKING AND SEATING | | | 0007 401-07337 9005.000 TON | 55.00000 495275.00| 72.50000 652862.50| 71.32000 642236.60 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm -- SMA| | | 0008 406-05520 25.000 TON | 180.00000 4500.00| 200.00000 5000.00| 206.42000 5160.50 ASPHALT FOR TACK COAT | | | 0009 506-06333 3636.000 SYS | 82.00000 298152.00| 95.00000 345420.00| 96.12000 349492.32 PCCP PATCHING, FULL DEPTH | | | 0010 606-07484 81864.000 LFT | 0.11000 9005.04| 0.10000 8186.40| 0.08000 6549.12 MILLED HMA SHOULDER CORRUGATIONS | | | 0011 801-01093 4.000 EACH| 500.00000 2000.00| 320.00000 1280.00| 1068.05000 4272.20 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0012 801-06208 4095.000 LFT | 1.40000 5733.00| 1.20000 4914.00| 1.42000 5814.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN. | | | 0013 801-06640 24.000 EACH| 65.00000 1560.00| 53.00000 1272.00| 64.08000 1537.92 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 239 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,356,720.40 ROUTE : 69 CALL ORDER : 239 CONTRACT ID : R -26717-A COUNTIES : MADISON LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06710 60.000 DAY | 15.00000 900.00| 17.00000 1020.00| 12.82000 769.20 FLASHING ARROW SIGN | | | 0015 801-06775 LUMP| 14794.09000 14794.09| 38000.00000 38000.00| 100320.29000 100320.29 MAINTAINING TRAFFIC | | | 0016 808-06702 10233.000 LFT | 0.35000 3581.55| 0.35000 3581.55| 0.37000 3786.21 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0017 808-06713 40932.000 LFT | 0.08000 3274.56| 0.10000 4093.20| 0.09000 3683.88 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0018 808-06714 40932.000 LFT | 0.08000 3274.56| 0.10000 4093.20| 0.09000 3683.88 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0019 808-75996 512.000 EACH| 5.95000 3046.40| 6.00000 3072.00| 5.34000 2734.08 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0020 808-75998 512.000 EACH| 24.70000 12646.40| 27.00000 13824.00| 25.10000 12851.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,024,700.00| $ 1,312,600.00| $ 1,470,068.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,024,700.00| $ 1,312,600.00| $ 1,470,068.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 241 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 185,532.64 ROUTE : SR 58 CALL ORDER : 241 CONTRACT ID : R -26731-B COUNTIES : LAWRENCE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4847004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 54-1342714 TRI COUNTY BUILDERS CO $ 177,900.00 100.0000% 2 35-1049546 THOMAS, W.L., INC. $ 178,060.52 100.0902% 3 35-1875662 CRIDER & CRIDER, INC. $ 185,266.81 104.1409% 4 35-1357381 O'MARA, DAVE CONTRACTOR $ 194,268.19 109.2007% ==================================================================================================================================== |(1) 54-1342714 |(2) 35-1049546 |(3) 35-1875662 |TRI COUNTY BUILDERS CO |THOMAS, W.L., INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 6625.00000 6625.00| 8875.00000 8875.00| 9700.00000 9700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 3280.00000 16400.00| 1500.00000 7500.00| 2320.00000 11600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 11840.00000 11840.00| 18300.00000 18300.00| 9250.00000 9250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1821.00000 1821.00| 7500.00000 7500.00| 5500.00000 5500.00 CLEARING RIGHT OF WAY | | | 0005 202-96133 34.500 m | 32.00000 1104.00| 21.50000 741.75| 62.00000 2139.00 PIPE, REMOVE | | | 0006 203-02000 1231.000 m3 | 17.00000 20927.00| 15.96000 19646.76| 17.50000 21542.50 EXCAVATION, COMMON | | | 0007 205-06933 4.000 EACH| 54.00000 216.00| 47.25000 189.00| 50.00000 200.00 TEMPORARY DITCH INLET PROTECTION | | | 0008 205-06937 56.000 m | 7.00000 392.00| 6.05000 338.80| 6.35000 355.60 TEMPORARY SILT FENCE | | | 0009 207-07499 865.000 m2 | 10.00000 8650.00| 10.65000 9212.25| 9.00000 7785.00 SUBGRADE TREATMENT, TYPE B | | | 0010 211-07454 86.000 m3 | 32.00000 2752.00| 37.58000 3231.88| 42.00000 3612.00 STRUCTURE BACKFILL | | | 0011 303-01180 91.600 Mg | 32.20000 2949.52| 28.25000 2587.70| 26.00000 2381.60 COMPACTED AGGREGATE, NO. 53 | | | 0012 402-07433 134.200 Mg | 66.00000 8857.20| 58.55000 7857.41| 71.25000 9561.75 HMA SURFACE, TYPE B | | | 0013 402-07438 138.500 Mg | 56.20000 7783.70| 49.20000 6814.20| 65.40000 9057.90 HMA INTERMEDIATE, TYPE B | | | 0014 402-07441 512.900 Mg | 50.00000 25645.00| 42.65000 21875.19| 56.00000 28722.40 HMA BASE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 241 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 185,532.64 ROUTE : SR 58 CALL ORDER : 241 CONTRACT ID : R -26731-B COUNTIES : LAWRENCE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 54-1342714 |(2) 35-1049546 |(3) 35-1875662 |TRI COUNTY BUILDERS CO |THOMAS, W.L., INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-07451 9.900 Mg | 80.75000 799.42| 70.00000 693.00| 138.00000 1366.20 HMA, TYPE B, WEDGE AND LEVEL | | | 0016 404-05511 233.400 m2 | 7.10000 1657.14| 6.75000 1575.45| 6.40000 1493.76 SEAL COAT, 2 | | | 0017 404-05514 21.200 m2 | 47.20000 1000.64| 44.00000 932.80| 18.00000 381.60 SEAL COAT, 5 | | | 0018 406-05520 0.870 Mg | 333.00000 289.71| 340.00000 295.80| 425.00000 369.75 ASPHALT FOR TACK COAT | | | 0019 601-99105 6.600 m | 216.50000 1428.90| 292.33000 1929.38| 170.00000 1122.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 610-07486 75.600 Mg | 81.00000 6123.60| 76.50000 5783.40| 105.00000 7938.00 HMA FOR APPROACHES, TYPE A | | | 0021 610-07506 151.200 Mg | 23.50000 3553.20| 22.07000 3336.98| 26.00000 3931.20 COMPACTED AGGREGATE, NO. 53 | | | 0022 616-06405 7.200 Mg | 51.00000 367.20| 28.33000 203.98| 67.00000 482.40 RIPRAP, REVETMENT | | | 0023 621-01004 2.000 EACH| 690.00000 1380.00| 630.00000 1260.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06560 2102.000 m2 | 0.65000 1366.30| 0.60000 1261.20| 0.65000 1366.30 MULCHED SEEDING, U | | | 0025 621-06574 261.000 m2 | 10.00000 2610.00| 9.25000 2414.25| 8.80000 2296.80 SODDING | | | 0026 715-05024 53.600 m | 197.50000 10586.00| 252.45000 13531.32| 215.00000 11524.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0027 715-05151 9.600 m | 107.50000 1032.00| 125.00000 1200.00| 90.00000 864.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0028 715-05169 10.000 m | 107.50000 1075.00| 88.82000 888.20| 90.00000 900.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0029 715-05177 15.000 m | 197.50000 2962.50| 205.48000 3082.20| 215.00000 3225.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0030 715-46005 2.000 EACH| 158.00000 316.00| 250.00000 500.00| 450.00000 900.00 PIPE END SECTION, 375 mm | | | 0031 715-46040 4.000 EACH| 775.00000 3100.00| 600.00000 2400.00| 1100.00000 4400.00 PIPE END SECTION, 900 mm | | | 0032 720-45030 1.000 EACH| 1620.00000 1620.00| 1400.00000 1400.00| 1200.00000 1200.00 INLET, E7 | | | 0033 720-95409 1.000 EACH| 2629.00000 2629.00| 2500.00000 2500.00| 2250.00000 2250.00 MANHOLE, J4, MODIFIED | | | 0034 801-04308 4.000 EACH| 315.00000 1260.00| 300.90000 1203.60| 275.00000 1100.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 241 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 185,532.64 ROUTE : SR 58 CALL ORDER : 241 CONTRACT ID : R -26731-B COUNTIES : LAWRENCE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 54-1342714 |(2) 35-1049546 |(3) 35-1875662 |TRI COUNTY BUILDERS CO |THOMAS, W.L., INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-07118 132.000 m | 22.00000 2904.00| 30.60000 4039.20| 20.50000 2706.00 BARRICADE, III-A | | | 0036 801-06625 20.000 EACH| 74.50000 1490.00| 96.90000 1938.00| 70.00000 1400.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0037 801-06640 11.000 EACH| 90.00000 990.00| 81.60000 897.60| 72.00000 792.00 CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP| 6191.53000 6191.53| 6975.00000 6975.00| 6500.00000 6500.00 MAINTAINING TRAFFIC | | | 0039 802-05701 14.400 m | 62.00000 892.80| 33.30000 479.52| 41.00000 590.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0040 802-76025 2.612 m2 | 356.50000 931.18| 218.40000 570.46| 192.00000 501.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0041 808-06703 467.000 m | 1.75000 817.25| 1.20000 560.40| 1.55000 723.85 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0042 808-75245 418.000 m | 1.75000 731.50| 1.20000 501.60| 1.55000 647.90 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0043 808-75297 10.700 m | 25.30000 270.71| 13.05000 139.64| 22.00000 235.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0044 808-75998 11.000 EACH| 142.00000 1562.00| 81.60000 897.60| 121.00000 1331.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 177,900.00| $ 178,060.52| $ 185,266.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 177,900.00| $ 178,060.52| $ 185,266.81 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 241 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 185,532.64 ROUTE : SR 58 CALL ORDER : 241 CONTRACT ID : R -26731-B COUNTIES : LAWRENCE LETTING DATE : 04/22/03 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 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 9300.00000 9300.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1400.00000 7000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 9700.00000 9700.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3800.00000 3800.00| | CLEARING RIGHT OF WAY | | | 0005 202-96133 34.500 m | 95.00000 3277.50| | PIPE, REMOVE | | | 0006 203-02000 1231.000 m3 | 24.00000 29544.00| | EXCAVATION, COMMON | | | 0007 205-06933 4.000 EACH| 65.00000 260.00| | TEMPORARY DITCH INLET PROTECTION | | | 0008 205-06937 56.000 m | 15.00000 840.00| | TEMPORARY SILT FENCE | | | 0009 207-07499 865.000 m2 | 7.50000 6487.50| | SUBGRADE TREATMENT, TYPE B | | | 0010 211-07454 86.000 m3 | 30.00000 2580.00| | STRUCTURE BACKFILL | | | 0011 303-01180 91.600 Mg | 29.00000 2656.40| | COMPACTED AGGREGATE, NO. 53 | | | 0012 402-07433 134.200 Mg | 74.00000 9930.80| | HMA SURFACE, TYPE B | | | 0013 402-07438 138.500 Mg | 72.00000 9972.00| | HMA INTERMEDIATE, TYPE B | | | 0014 402-07441 512.900 Mg | 69.00000 35390.10| | HMA BASE, TYPE B | | | 0015 402-07451 9.900 Mg | 115.00000 1138.50| | HMA, TYPE B, WEDGE AND LEVEL | | | 0016 404-05511 233.400 m2 | 9.00000 2100.60| | SEAL COAT, 2 | | | 0017 404-05514 21.200 m2 | 29.00000 614.80| | SEAL COAT, 5 | | | 0018 406-05520 0.870 Mg | 225.00000 195.75| | ASPHALT FOR TACK COAT | | | 0019 601-99105 6.600 m | 170.00000 1122.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 610-07486 75.600 Mg | 115.00000 8694.00| | HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 241 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 185,532.64 ROUTE : SR 58 CALL ORDER : 241 CONTRACT ID : R -26731-B COUNTIES : LAWRENCE LETTING DATE : 04/22/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 610-07506 151.200 Mg | 29.00000 4384.80| | COMPACTED AGGREGATE, NO. 53 | | | 0022 616-06405 7.200 Mg | 85.00000 612.00| | RIPRAP, REVETMENT | | | 0023 621-01004 2.000 EACH| 600.00000 1200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06560 2102.000 m2 | 0.80000 1681.60| | MULCHED SEEDING, U | | | 0025 621-06574 261.000 m2 | 4.00000 1044.00| | SODDING | | | 0026 715-05024 53.600 m | 185.00000 9916.00| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0027 715-05151 9.600 m | 175.00000 1680.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0028 715-05169 10.000 m | 175.00000 1750.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0029 715-05177 15.000 m | 185.00000 2775.00| | PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0030 715-46005 2.000 EACH| 525.00000 1050.00| | PIPE END SECTION, 375 mm | | | 0031 715-46040 4.000 EACH| 1295.00000 5180.00| | PIPE END SECTION, 900 mm | | | 0032 720-45030 1.000 EACH| 1195.00000 1195.00| | INLET, E7 | | | 0033 720-95409 1.000 EACH| 2418.00000 2418.00| | MANHOLE, J4, MODIFIED | | | 0034 801-04308 4.000 EACH| 300.00000 1200.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0035 801-07118 132.000 m | 20.00000 2640.00| | BARRICADE, III-A | | | 0036 801-06625 20.000 EACH| 85.00000 1700.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0037 801-06640 11.000 EACH| 80.00000 880.00| | CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP| 3750.00000 3750.00| | MAINTAINING TRAFFIC | | | 0039 802-05701 14.400 m | 40.00000 576.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0040 802-76025 2.612 m2 | 195.00000 509.34| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 241 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 185,532.64 ROUTE : SR 58 CALL ORDER : 241 CONTRACT ID : R -26731-B COUNTIES : LAWRENCE LETTING DATE : 04/22/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 808-06703 467.000 m | 2.00000 934.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0042 808-75245 418.000 m | 2.00000 836.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0043 808-75297 10.700 m | 25.00000 267.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0044 808-75998 11.000 EACH| 135.00000 1485.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 194,268.19| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 194,268.19| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 245 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,965.32 ROUTE : 200 WEST CALL ORDER : 245 CONTRACT ID : R -26773-A COUNTIES : HOWARD LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/31/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0320004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0524595 MOHR CONSTRUCTION CO $ 1,806,793.39 100.0000% 2 35-1325036 DEICHMAN EXCAVATING CO $ 2,099,953.80 116.2254% 3 35-1698047 GRADEX, INC. $ 2,248,550.17 124.4497% 4 35-1875662 CRIDER & CRIDER, INC. $ 2,357,053.63 130.4550% ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1325036 |(3) 35-1698047 |MOHR CONSTRUCTION CO |DEICHMAN EXCAVATING CO |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-01925 8.000 MOS | 2100.00000 16800.00| 2500.00000 20000.00| 1600.00000 12800.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 29850.00000 29850.00| 33495.00000 33495.00| 45000.00000 45000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 47000.00000 47000.00| 101301.00000 101301.00| 112650.00000 112650.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13920.00000 13920.00| 11295.00000 11295.00| 45060.00000 45060.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 9480.000 SYS | 3.50000 33180.00| 5.06000 47968.80| 8.00000 75840.00 PAVEMENT, REMOVE | | | 0006 202-02928 1.000 EACH| 802.50000 802.50| 900.00000 900.00| 600.00000 600.00 CATCH BASIN, REMOVE | | | 0007 202-52710 16.000 SYS | 5.00000 80.00| 15.83000 253.28| 12.00000 192.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 466.000 SYS | 5.00000 2330.00| 5.50000 2563.00| 4.00000 1864.00 SURFACE MILLING, ASPHALT | | | 0009 202-91385 1.000 EACH| 481.50000 481.50| 550.00000 550.00| 600.00000 600.00 INLET, REMOVE | | | 0010 202-96133 4501.000 LFT | 1.50000 6751.50| 2.00000 9002.00| 12.00000 54012.00 PIPE, REMOVE | | | 0011 203-02000 12950.000 CYS | 10.00000 129500.00| 11.65000 150867.50| 7.50000 97125.00 EXCAVATION, COMMON | | | 0012 205-06931 7.000 TON | 74.90000 524.30| 80.00000 560.00| 50.00000 350.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06933 5.000 EACH| 64.20000 321.00| 65.00000 325.00| 60.00000 300.00 TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06935 1.000 EACH| 1123.50000 1123.50| 1200.00000 1200.00| 1350.00000 1350.00 TEMPORARY SEDIMENT BASIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 245 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,965.32 ROUTE : 200 WEST CALL ORDER : 245 CONTRACT ID : R -26773-A COUNTIES : HOWARD LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1325036 |(3) 35-1698047 |MOHR CONSTRUCTION CO |DEICHMAN EXCAVATING CO |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-06937 5015.000 LFT | 1.55150 7780.77| 1.58000 7923.70| 1.45000 7271.75 TEMPORARY SILT FENCE | | | 0016 207-07500 20840.000 SYS | 2.61450 54486.18| 2.80000 58352.00| 3.50000 72940.00 SUBGRADE TREATMENT, TYPE C | | | 0017 211-07454 5321.000 CYS | 13.05700 69476.30| 14.50000 77154.50| 13.85000 73695.85 STRUCTURE BACKFILL | | | 0018 301-07448 610.000 TON | 9.75000 5947.50| 13.00000 7930.00| 18.00000 10980.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 401-07334 1570.000 TON | 44.70720 70190.30| 49.20000 77244.00| 63.00000 98910.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0020 401-07403 2620.000 TON | 39.43030 103307.39| 43.35000 113577.00| 50.40000 132048.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0021 401-07408 9460.000 TON | 32.30660 305620.44| 35.55000 336303.00| 39.90000 377454.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0022 401-07430 5520.000 TON | 34.39840 189879.17| 37.85000 208932.00| 46.20000 255024.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0023 405-05518 242.000 SYS | 0.30000 72.60| 1.00000 242.00| 0.66000 159.72 ASPHALT FOR PRIME COAT | | | 0024 406-05520 19.000 TON | 289.41010 5498.79| 300.00000 5700.00| 216.30000 4109.70 ASPHALT FOR TACK COAT | | | 0025 603-92636 338.000 LFT | 13.91000 4701.58| 14.20000 4799.60| 13.65000 4613.70 FENCE, CHAIN LINK, 72 IN. | | | 0026 604-06069 190.000 SYS | 51.36000 9758.40| 73.83000 14027.70| 31.50000 5985.00 CURB RAMP, CONCRETE | | | 0027 604-44251 2.000 CYS | 1000.00000 2000.00| 1284.00000 2568.00| 1260.00000 2520.00 STEPS, CONCRETE | | | 0028 604-91531 3078.000 SYS | 24.61000 75749.58| 28.36000 87292.08| 25.20000 77565.60 SIDEWALK, CONCRETE, 4 IN. | | | 0029 605-06155 5483.000 LFT | 9.00000 49347.00| 9.95000 54555.85| 10.50000 57571.50 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0030 605-96305 941.000 LFT | 9.00000 8469.00| 9.95000 9362.95| 10.50000 9880.50 CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0031 610-07486 300.000 TON | 55.00000 16500.00| 61.00000 18300.00| 115.50000 34650.00 HMA FOR APPROACHES, TYPE A | | | 0032 611-05330 1250.000 SYS | 35.00000 43750.00| 32.10000 40125.00| 35.70000 44625.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0033 611-06497 12.000 EACH| 128.40000 1540.80| 130.00000 1560.00| 126.00000 1512.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 13.000 EACH| 139.10000 1808.30| 130.00000 1690.00| 136.50000 1774.50 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 245 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,965.32 ROUTE : 200 WEST CALL ORDER : 245 CONTRACT ID : R -26773-A COUNTIES : HOWARD LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1325036 |(3) 35-1698047 |MOHR CONSTRUCTION CO |DEICHMAN EXCAVATING CO |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 615-06505 4.000 EACH| 481.50000 1926.00| 480.00000 1920.00| 472.50000 1890.00 MONUMENT, B | | | 0036 615-06527 1.000 EACH| 363.80000 363.80| 375.00000 375.00| 357.00000 357.00 MONUMENT, SECTION CORNER | | | 0037 616-02320 109.000 SYS | 9.63000 1049.67| 9.00000 981.00| 2.25000 245.25 GEOTEXTILES | | | 0038 616-05688 92.000 TON | 42.80000 3937.60| 36.00000 3312.00| 36.45000 3353.40 RIPRAP, CLASS 1 | | | 0039 621-01004 2.000 EACH| 240.75000 481.50| 250.00000 500.00| 235.00000 470.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 0.100 TON | 107.00000 10.70| 110.00000 11.00| 105.00000 10.50 FERTILIZER | | | 0041 621-06557 70.000 LBS | 1.84040 128.83| 2.00000 140.00| 1.81000 126.70 SEED MIXTURE, T | | | 0042 621-06565 1.700 TON | 585.29000 994.99| 600.00000 1020.00| 574.35000 976.40 MULCHING MATERIAL | | | 0043 621-06567 33.000 MG | 2.14000 70.62| 2.20000 72.60| 2.10000 69.30 WATER | | | 0044 621-06575 8052.000 SYS | 2.96780 23896.73| 2.79000 22465.08| 2.67000 21498.84 SODDING, NURSERY | | | 0045 715-05048 6326.000 LFT | 2.84620 18005.06| 3.15000 19926.90| 3.00000 18978.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0046 715-05149 1217.000 LFT | 22.20250 27020.44| 21.23000 25836.91| 24.50000 29816.50 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0047 715-05151 1191.000 LFT | 32.74200 38995.72| 31.32000 37302.12| 27.00000 32157.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0048 715-05154 305.000 LFT | 45.04700 13739.34| 44.08000 13444.40| 36.00000 10980.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0049 715-05156 808.000 LFT | 65.10950 52608.48| 69.58000 56220.64| 50.00000 40400.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0050 715-05161 16.000 LFT | 145.33810 2325.41| 158.33000 2533.28| 115.00000 1840.00 PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0051 715-05164 459.000 LFT | 159.87940 73384.64| 150.00000 68850.00| 124.00000 56916.00 PIPE, TYPE 2, CIRCULAR, 66 IN. | | | 0052 715-05173 90.000 LFT | 41.89050 3770.15| 39.16000 3524.40| 36.00000 3240.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0053 715-05408 96.000 LFT | 90.41500 8679.84| 85.61000 8218.56| 56.00000 5376.00 PIPE, SANITARY SEWER, 8 IN. | | | 0054 715-05412 92.000 LFT | 105.59830 9715.04| 100.02000 9201.84| 69.00000 6348.00 PIPE, SANITARY SEWER, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 245 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,965.32 ROUTE : 200 WEST CALL ORDER : 245 CONTRACT ID : R -26773-A COUNTIES : HOWARD LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1325036 |(3) 35-1698047 |MOHR CONSTRUCTION CO |DEICHMAN EXCAVATING CO |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-07581 1.000 EACH| 1605.00000 1605.00| 1500.00000 1500.00| 2220.00000 2220.00 CONCRETE ANCHOR, 66 IN. | | | 0056 715-46020 2.000 EACH| 333.84000 667.68| 205.00000 410.00| 700.00000 1400.00 PIPE END SECTION, 24 IN. | | | 0057 715-46030 1.000 EACH| 465.45000 465.45| 450.00000 450.00| 900.00000 900.00 PIPE END SECTION, 30 IN. | | | 0058 715-98684 1.000 EACH| 11251.05000 11251.05| 9500.00000 9500.00| 11500.00000 11500.00 GRATED BOX END SECTION, II, 6:1, 48 IN. | | | 0059 718-52610 588.000 CYS | 27.58460 16219.74| 28.09000 16516.92| 29.00000 17052.00 AGGREGATE FOR UNDERDRAINS | | | 0060 718-99153 6326.000 SYS | 0.40660 2572.15| 0.47000 2973.22| 0.85000 5377.10 GEOTEXTILES FOR UNDERDRAIN | | | 0061 720-44000 4.000 EACH| 535.00000 2140.00| 397.04000 1588.16| 675.00000 2700.00 CASTING, ADJUST TO GRADE | | | 0062 720-44025 1.000 EACH| 694.43000 694.43| 560.92000 560.92| 500.00000 500.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0063 720-45045 6.000 EACH| 888.10000 5328.60| 690.41000 4142.46| 1200.00000 7200.00 INLET, J10 | | | 0064 720-45055 1.000 EACH| 888.10000 888.10| 691.00000 691.00| 1200.00000 1200.00 INLET, M10 | | | 0065 720-45235 2.000 EACH| 877.40000 1754.80| 850.00000 1700.00| 1500.00000 3000.00 CATCH BASIN, E7 | | | 0066 720-45250 13.000 EACH| 1064.65000 13840.45| 955.51000 12421.63| 1500.00000 19500.00 CATCH BASIN, K10 | | | 0067 720-45410 9.000 EACH| 1244.41000 11199.69| 1181.55000 10633.95| 1750.00000 15750.00 MANHOLE, C4 | | | 0068 720-45605 1.100 LFT | 2140.00000 2354.00| 1471.53000 1618.68| 650.00000 715.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0069 720-95335 1.000 EACH| 8472.26000 8472.26| 7203.24000 7203.24| 9500.00000 9500.00 MANHOLE, M4 | | | 0070 720-95422 6.000 EACH| 2181.73000 13090.38| 1986.00000 11916.00| 2800.00000 16800.00 MANHOLE, J4 | | | 0071 720-98174 1.000 EACH| 1385.65000 1385.65| 1100.00000 1100.00| 1500.00000 1500.00 INLET, B15 | | | 0072 720-98555 1.000 EACH| 1385.65000 1385.65| 1100.00000 1100.00| 1800.00000 1800.00 INLET, C15 | | | 0073 720-98687 9.000 EACH| 1032.55000 9292.95| 932.41000 8391.69| 1700.00000 15300.00 CATCH BASIN, M10 | | | 0074 720-99417 4.000 EACH| 1417.75000 5671.00| 1200.00000 4800.00| 2000.00000 8000.00 CATCH BASIN, C15 | | | 0075 801-04308 6.000 EACH| 369.15000 2214.90| 240.00000 1440.00| 231.00000 1386.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 245 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,965.32 ROUTE : 200 WEST CALL ORDER : 245 CONTRACT ID : R -26773-A COUNTIES : HOWARD LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1325036 |(3) 35-1698047 |MOHR CONSTRUCTION CO |DEICHMAN EXCAVATING CO |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 801-06606 7.000 EACH| 117.70000 823.90| 110.00000 770.00| 105.00000 735.00 BARRICADE, IIIB | | | 0077 801-06625 20.000 EACH| 58.85000 1177.00| 106.65000 2133.00| 102.00000 2040.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 13.000 EACH| 103.79000 1349.27| 94.60000 1229.80| 91.00000 1183.00 CONSTRUCTION SIGN, A | | | 0079 801-06645 4.000 EACH| 1.07000 4.28| 33.00000 132.00| 32.00000 128.00 CONSTRUCTION SIGN, B | | | 0080 802-05701 137.700 LFT | 8.58140 1181.66| 8.25000 1136.03| 11.03000 1518.83 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0081 802-05702 21.000 LFT | 10.20780 214.36| 5.83000 122.43| 9.45000 198.45 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0082 802-76025 87.000 SFT | 14.19890 1235.30| 15.40000 1339.80| 15.23000 1325.01 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0083 802-76035 33.500 SFT | 13.13960 440.18| 15.62000 523.27| 15.75000 527.63 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0084 802-76045 18.000 SFT | 20.23370 364.21| 17.05000 306.90| 16.80000 302.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0085 805-01842 6.000 EACH| 587.89010 3527.34| 726.00000 4356.00| 819.00000 4914.00 HANDHOLE, SIGNAL | | | 0086 805-02151 6.000 EACH| 568.97250 3413.84| 528.00000 3168.00| 588.00000 3528.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0087 805-06592 1065.000 LFT | 13.61040 14495.08| 8.80000 9372.00| 11.55000 12300.75 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0088 805-07098 5.000 EACH| 609.64320 3048.22| 528.00000 2640.00| 483.00000 2415.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN., | | | RED LED, AMBER, GREEN LED | | | 0089 805-07099 1.000 EACH| 949.79620 949.80| 858.00000 858.00| 830.00000 830.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12., RED | | | LED, AMBER, AMBER ARROW LED, GREEN LED, | | | GREEN ARROW LED | | | 0090 805-78100 1.000 EACH| 7781.66060 7781.66| 8635.00000 8635.00| 7035.00000 7035.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0091 805-78415 3.000 EACH| 1150.80640 3452.42| 1540.00000 4620.00| 934.50000 2803.50 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 245 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,965.32 ROUTE : 200 WEST CALL ORDER : 245 CONTRACT ID : R -26773-A COUNTIES : HOWARD LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1325036 |(3) 35-1698047 |MOHR CONSTRUCTION CO |DEICHMAN EXCAVATING CO |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 805-78420 3.000 EACH| 189.37930 568.14| 242.00000 726.00| 240.00000 720.00 DISCONNECT HANGER | | | 0093 805-78445 1.000 EACH| 423.11010 423.11| 440.00000 440.00| 331.00000 331.00 SIGNAL SERVICE | | | 0094 805-78467 30.000 LFT | 1.20910 36.27| 4.62000 138.60| 2.17000 65.10 SIGNAL CABLE, 3C 8GA. | | | 0095 805-78470 4074.000 LFT | 0.41730 1700.08| 0.11000 448.14| 0.11000 448.14 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0096 805-78485 1095.000 LFT | 0.79180 867.02| 0.88000 963.60| 1.56000 1708.20 SIGNAL CABLE, 5C 14GA. | | | 0097 805-78490 1445.000 LFT | 0.90950 1314.23| 0.99000 1430.55| 1.62000 2340.90 SIGNAL CABLE, 7C 14GA. | | | 0098 805-78510 2100.000 LFT | 0.69550 1460.55| 0.88000 1848.00| 1.17000 2457.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0099 805-78520 LUMP| 1339.33000 1339.33| 1320.00000 1320.00| 1000.00000 1000.00 MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0100 805-78785 9.000 EACH| 716.73950 6450.66| 396.00000 3564.00| 693.00000 6237.00 SIGNAL DETECTOR HOUSING | | | 0101 805-78795 1333.000 LFT | 5.71380 7616.50| 8.03000 10703.99| 6.30000 8397.90 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0102 805-78906 4.000 EACH| 1810.12970 7240.52| 1980.00000 7920.00| 1680.00000 6720.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT.| | | X 12 FT. | | | 0103 805-78925 1.000 EACH| 846.20950 846.21| 605.00000 605.00| 1029.00000 1029.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0104 805-81032 4.000 EACH| 2394.58510 9578.34| 2816.00000 11264.00| 2121.00000 8484.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0105 805-92504 9.000 EACH| 187.59240 1688.33| 330.00000 2970.00| 168.00000 1512.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0106 805-96121 6.000 EACH| 118.47040 710.82| 110.00000 660.00| 180.00000 1080.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0107 808-06701 1310.000 LFT | 0.29960 392.48| 0.40000 524.00| 0.38000 497.80 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0108 808-06703 552.000 LFT | 0.29960 165.38| 0.38000 209.76| 0.35000 193.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0109 808-06713 696.000 LFT | 0.42800 297.89| 0.55000 382.80| 0.53000 368.88 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0110 808-06716 320.000 LFT | 0.50000 160.00| 0.55000 176.00| 0.53000 169.60 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 245 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,965.32 ROUTE : 200 WEST CALL ORDER : 245 CONTRACT ID : R -26773-A COUNTIES : HOWARD LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1325036 |(3) 35-1698047 |MOHR CONSTRUCTION CO |DEICHMAN EXCAVATING CO |GRADEX, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 808-75245 4988.000 LFT | 0.29960 1494.40| 0.35000 1745.80| 0.34000 1695.92 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0112 808-75278 274.000 LFT | 1.33750 366.48| 1.37500 376.75| 1.31000 358.94 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0113 808-75297 159.000 LFT | 3.21000 510.39| 4.08000 648.72| 3.94000 626.46 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0114 808-75300 784.000 LFT | 0.80250 629.16| 0.53000 415.52| 0.50000 392.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0115 808-75320 6.000 EACH| 53.50000 321.00| 51.23000 307.38| 49.35000 296.10 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0116 808-75325 4.000 EACH| 80.25000 321.00| 66.00000 264.00| 63.00000 252.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0117 808-92027 1495.000 LFT | 0.96300 1439.69| 0.92000 1375.40| 0.67000 1001.65 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0118 920-06775 LUMP| 13250.00000 13250.00| 122750.00000 122750.00| 59000.00000 59000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 1,806,793.39| $ 2,099,953.80| $ 2,248,550.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,806,793.39| $ 2,099,953.80| $ 2,248,550.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 245 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,965.32 ROUTE : 200 WEST CALL ORDER : 245 CONTRACT ID : R -26773-A COUNTIES : HOWARD LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-01925 8.000 MOS | 1500.00000 12000.00| | FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 117500.00000 117500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25000.00000 25000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 9480.000 SYS | 7.50000 71100.00| | PAVEMENT, REMOVE | | | 0006 202-02928 1.000 EACH| 325.00000 325.00| | CATCH BASIN, REMOVE | | | 0007 202-52710 16.000 SYS | 6.00000 96.00| | SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 466.000 SYS | 4.50000 2097.00| | SURFACE MILLING, ASPHALT | | | 0009 202-91385 1.000 EACH| 500.00000 500.00| | INLET, REMOVE | | | 0010 202-96133 4501.000 LFT | 15.00000 67515.00| | PIPE, REMOVE | | | 0011 203-02000 12950.000 CYS | 15.00000 194250.00| | EXCAVATION, COMMON | | | 0012 205-06931 7.000 TON | 45.00000 315.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06933 5.000 EACH| 65.00000 325.00| | TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06935 1.000 EACH| 2000.00000 2000.00| | TEMPORARY SEDIMENT BASIN | | | 0015 205-06937 5015.000 LFT | 1.60000 8024.00| | TEMPORARY SILT FENCE | | | 0016 207-07500 20840.000 SYS | 3.40000 70856.00| | SUBGRADE TREATMENT, TYPE C | | | 0017 211-07454 5321.000 CYS | 21.00000 111741.00| | STRUCTURE BACKFILL | | | 0018 301-07448 610.000 TON | 23.00000 14030.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 401-07334 1570.000 TON | 62.00000 97340.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0020 401-07403 2620.000 TON | 53.00000 138860.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 245 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,965.32 ROUTE : 200 WEST CALL ORDER : 245 CONTRACT ID : R -26773-A COUNTIES : HOWARD LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07408 9460.000 TON | 40.00000 378400.00| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0022 401-07430 5520.000 TON | 45.00000 248400.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0023 405-05518 242.000 SYS | 1.00000 242.00| | ASPHALT FOR PRIME COAT | | | 0024 406-05520 19.000 TON | 250.00000 4750.00| | ASPHALT FOR TACK COAT | | | 0025 603-92636 338.000 LFT | 15.00000 5070.00| | FENCE, CHAIN LINK, 72 IN. | | | 0026 604-06069 190.000 SYS | 31.00000 5890.00| | CURB RAMP, CONCRETE | | | 0027 604-44251 2.000 CYS | 1250.00000 2500.00| | STEPS, CONCRETE | | | 0028 604-91531 3078.000 SYS | 25.00000 76950.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0029 605-06155 5483.000 LFT | 12.50000 68537.50| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0030 605-96305 941.000 LFT | 13.00000 12233.00| | CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0031 610-07486 300.000 TON | 125.00000 37500.00| | HMA FOR APPROACHES, TYPE A | | | 0032 611-05330 1250.000 SYS | 35.00000 43750.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0033 611-06497 12.000 EACH| 130.00000 1560.00| | MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 13.000 EACH| 140.00000 1820.00| | RIGHT OF WAY MARKER | | | 0035 615-06505 4.000 EACH| 500.00000 2000.00| | MONUMENT, B | | | 0036 615-06527 1.000 EACH| 375.00000 375.00| | MONUMENT, SECTION CORNER | | | 0037 616-02320 109.000 SYS | 5.00000 545.00| | GEOTEXTILES | | | 0038 616-05688 92.000 TON | 45.00000 4140.00| | RIPRAP, CLASS 1 | | | 0039 621-01004 2.000 EACH| 250.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 0.100 TON | 110.00000 11.00| | FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 245 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,965.32 ROUTE : 200 WEST CALL ORDER : 245 CONTRACT ID : R -26773-A COUNTIES : HOWARD LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06557 70.000 LBS | 1.90000 133.00| | SEED MIXTURE, T | | | 0042 621-06565 1.700 TON | 600.00000 1020.00| | MULCHING MATERIAL | | | 0043 621-06567 33.000 MG | 2.25000 74.25| | WATER | | | 0044 621-06575 8052.000 SYS | 3.00000 24156.00| | SODDING, NURSERY | | | 0045 715-05048 6326.000 LFT | 4.00000 25304.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0046 715-05149 1217.000 LFT | 24.00000 29208.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0047 715-05151 1191.000 LFT | 28.00000 33348.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0048 715-05154 305.000 LFT | 38.00000 11590.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0049 715-05156 808.000 LFT | 51.00000 41208.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0050 715-05161 16.000 LFT | 83.00000 1328.00| | PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0051 715-05164 459.000 LFT | 130.00000 59670.00| | PIPE, TYPE 2, CIRCULAR, 66 IN. | | | 0052 715-05173 90.000 LFT | 43.00000 3870.00| | PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0053 715-05408 96.000 LFT | 40.00000 3840.00| | PIPE, SANITARY SEWER, 8 IN. | | | 0054 715-05412 92.000 LFT | 47.00000 4324.00| | PIPE, SANITARY SEWER, 15 IN. | | | 0055 715-07581 1.000 EACH| 1250.00000 1250.00| | CONCRETE ANCHOR, 66 IN. | | | 0056 715-46020 2.000 EACH| 1000.00000 2000.00| | PIPE END SECTION, 24 IN. | | | 0057 715-46030 1.000 EACH| 1200.00000 1200.00| | PIPE END SECTION, 30 IN. | | | 0058 715-98684 1.000 EACH| 12500.00000 12500.00| | GRATED BOX END SECTION, II, 6:1, 48 IN. | | | 0059 718-52610 588.000 CYS | 30.00000 17640.00| | AGGREGATE FOR UNDERDRAINS | | | 0060 718-99153 6326.000 SYS | 1.40000 8856.40| | GEOTEXTILES FOR UNDERDRAIN | | | 0061 720-44000 4.000 EACH| 500.00000 2000.00| | CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 245 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,965.32 ROUTE : 200 WEST CALL ORDER : 245 CONTRACT ID : R -26773-A COUNTIES : HOWARD LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 720-44025 1.000 EACH| 475.00000 475.00| | CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0063 720-45045 6.000 EACH| 1100.00000 6600.00| | INLET, J10 | | | 0064 720-45055 1.000 EACH| 1100.00000 1100.00| | INLET, M10 | | | 0065 720-45235 2.000 EACH| 1500.00000 3000.00| | CATCH BASIN, E7 | | | 0066 720-45250 13.000 EACH| 1400.00000 18200.00| | CATCH BASIN, K10 | | | 0067 720-45410 9.000 EACH| 1300.00000 11700.00| | MANHOLE, C4 | | | 0068 720-45605 1.100 LFT | 450.00000 495.00| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0069 720-95335 1.000 EACH| 7500.00000 7500.00| | MANHOLE, M4 | | | 0070 720-95422 6.000 EACH| 2100.00000 12600.00| | MANHOLE, J4 | | | 0071 720-98174 1.000 EACH| 1750.00000 1750.00| | INLET, B15 | | | 0072 720-98555 1.000 EACH| 1750.00000 1750.00| | INLET, C15 | | | 0073 720-98687 9.000 EACH| 1500.00000 13500.00| | CATCH BASIN, M10 | | | 0074 720-99417 4.000 EACH| 2000.00000 8000.00| | CATCH BASIN, C15 | | | 0075 801-04308 6.000 EACH| 250.00000 1500.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0076 801-06606 7.000 EACH| 110.00000 770.00| | BARRICADE, IIIB | | | 0077 801-06625 20.000 EACH| 110.00000 2200.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 13.000 EACH| 95.00000 1235.00| | CONSTRUCTION SIGN, A | | | 0079 801-06645 4.000 EACH| 33.00000 132.00| | CONSTRUCTION SIGN, B | | | 0080 802-05701 137.700 LFT | 12.00000 1652.40| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0081 802-05702 21.000 LFT | 10.00000 210.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 245 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,965.32 ROUTE : 200 WEST CALL ORDER : 245 CONTRACT ID : R -26773-A COUNTIES : HOWARD LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 802-76025 87.000 SFT | 16.00000 1392.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0083 802-76035 33.500 SFT | 17.00000 569.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0084 802-76045 18.000 SFT | 17.00000 306.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0085 805-01842 6.000 EACH| 860.00000 5160.00| | HANDHOLE, SIGNAL | | | 0086 805-02151 6.000 EACH| 620.00000 3720.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0087 805-06592 1065.000 LFT | 12.00000 12780.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0088 805-07098 5.000 EACH| 500.00000 2500.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN., | | | RED LED, AMBER, GREEN LED | | | 0089 805-07099 1.000 EACH| 870.00000 870.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12., RED | | | LED, AMBER, AMBER ARROW LED, GREEN LED, | | | GREEN ARROW LED | | | 0090 805-78100 1.000 EACH| 7400.00000 7400.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0091 805-78415 3.000 EACH| 980.00000 2940.00| | SPAN, CATENARY, AND TETHER | | | 0092 805-78420 3.000 EACH| 250.00000 750.00| | DISCONNECT HANGER | | | 0093 805-78445 1.000 EACH| 350.00000 350.00| | SIGNAL SERVICE | | | 0094 805-78467 30.000 LFT | 2.30000 69.00| | SIGNAL CABLE, 3C 8GA. | | | 0095 805-78470 4074.000 LFT | 0.12000 488.88| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0096 805-78485 1095.000 LFT | 1.70000 1861.50| | SIGNAL CABLE, 5C 14GA. | | | 0097 805-78490 1445.000 LFT | 1.70000 2456.50| | SIGNAL CABLE, 7C 14GA. | | | 0098 805-78510 2100.000 LFT | 1.25000 2625.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 245 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,965.32 ROUTE : 200 WEST CALL ORDER : 245 CONTRACT ID : R -26773-A COUNTIES : HOWARD LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 805-78520 LUMP| 815.00000 815.00| | MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0100 805-78785 9.000 EACH| 726.00000 6534.00| | SIGNAL DETECTOR HOUSING | | | 0101 805-78795 1333.000 LFT | 7.00000 9331.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0102 805-78906 4.000 EACH| 1800.00000 7200.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT.| | | X 12 FT. | | | 0103 805-78925 1.000 EACH| 1100.00000 1100.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0104 805-81032 4.000 EACH| 2200.00000 8800.00| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0105 805-92504 9.000 EACH| 175.00000 1575.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0106 805-96121 6.000 EACH| 190.00000 1140.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0107 808-06701 1310.000 LFT | 0.40000 524.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0108 808-06703 552.000 LFT | 0.40000 220.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0109 808-06713 696.000 LFT | 0.60000 417.60| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0110 808-06716 320.000 LFT | 0.60000 192.00| | LINE, REMOVE | | | 0111 808-75245 4988.000 LFT | 0.40000 1995.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0112 808-75278 274.000 LFT | 1.40000 383.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0113 808-75297 159.000 LFT | 4.00000 636.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0114 808-75300 784.000 LFT | 0.50000 392.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0115 808-75320 6.000 EACH| 52.00000 312.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 245 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,354,965.32 ROUTE : 200 WEST CALL ORDER : 245 CONTRACT ID : R -26773-A COUNTIES : HOWARD LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1875662 | | |CRIDER & CRIDER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 808-75325 4.000 EACH| 66.00000 264.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0117 808-92027 1495.000 LFT | 0.70000 1046.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0118 920-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 2,357,053.63| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,357,053.63| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 255 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,069,095.05 ROUTE : 300W. CALL ORDER : 255 CONTRACT ID : R -26780-A COUNTIES : LAPORTE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : IN47031 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 660,032.88 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 665,095.18 100.7669% 3 35-1139301 E & B PAVING, INC. $ 723,282.19 109.5827% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1139301 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 600.00000 600.00| 585.00000 585.00| 2100.00000 2100.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1425.00000 5700.00| 1400.00000 5600.00| 1200.00000 4800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 33000.00000 33000.00| 11500.00000 11500.00| 32000.00000 32000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-04089 22.000 EACH| 25.00000 550.00| 46.80000 1029.60| 25.00000 550.00 SIGN, SHEET, REMOVE | | | 0005 202-60820 1223.000 SYS | 3.00000 3669.00| 0.71000 868.33| 3.00000 3669.00 SURFACE MILLING, ASPHALT | | | 0006 203-02070 104.000 CYS | 12.00000 1248.00| 14.00000 1456.00| 32.00000 3328.00 BORROW | | | 0007 303-07449 3943.000 TON | 12.05000 47513.15| 13.40000 52836.20| 12.50000 49287.50 COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07507 1520.000 TON | 29.00000 44080.00| 32.20000 48944.00| 28.00000 42560.00 WIDENING WITH QC/QA-HMA, 1, 64, BASE, | | | 25 mm | | | 0009 401-07320 5384.000 TON | 31.00000 166904.00| 30.45000 163942.80| 32.00000 172288.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0010 401-07389 11349.000 TON | 26.00000 295074.00| 27.00000 306423.00| 30.50000 346144.50 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0011 406-05520 46.000 TON | 250.00000 11500.00| 245.00000 11270.00| 95.00000 4370.00 ASPHALT FOR TACK COAT | | | 0012 601-01625 1.000 EACH| 1400.00000 1400.00| 1456.00000 1456.00| 1400.00000 1400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0013 601-01846 1.000 EACH| 1700.00000 1700.00| 1768.00000 1768.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 255 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,069,095.05 ROUTE : 300W. CALL ORDER : 255 CONTRACT ID : R -26780-A COUNTIES : LAPORTE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1139301 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-06037 1.000 EACH| 600.00000 600.00| 624.00000 624.00| 600.00000 600.00 GUARDRAIL END TREATMENT, I | | | 0015 601-99105 1281.250 LFT | 9.00000 11531.25| 9.36000 11992.50| 9.00000 11531.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0016 610-07486 165.000 TON | 40.00000 6600.00| 40.00000 6600.00| 55.00000 9075.00 HMA FOR APPROACHES, TYPE A | | | 0017 611-95023 6.000 EACH| 100.00000 600.00| 156.00000 936.00| 250.00000 1500.00 MAILBOX ASSEMBLY, RESET | | | 0018 801-06207 6004.000 LFT | 0.30000 1801.20| 1.48000 8885.92| 1.10000 6604.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 14.000 EACH| 65.00000 910.00| 67.60000 946.40| 65.00000 910.00 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 700.00000 700.00| 2800.00000 2800.00| 4455.00000 4455.00 MAINTAINING TRAFFIC | | | 0021 802-05701 143.300 LFT | 9.78000 1401.47| 8.32000 1192.26| 8.00000 1146.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0022 802-05702 204.000 LFT | 7.99000 1629.96| 8.84000 1803.36| 8.50000 1734.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0023 802-76025 28.700 SFT | 12.53000 359.61| 14.56000 417.87| 14.00000 401.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0024 802-76035 151.000 SFT | 13.80000 2083.80| 15.50000 2340.50| 14.90000 2249.90 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0025 808-06703 60040.000 LFT | 0.24000 14409.60| 0.24000 14409.60| 0.24000 14409.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0026 808-75240 7505.000 LFT | 0.24000 1801.20| 0.24000 1801.20| 0.24000 1801.20 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0027 808-75245 11111.000 LFT | 0.24000 2666.64| 0.24000 2666.64| 0.24000 2666.64 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 660,032.88| $ 665,095.18| $ 723,282.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 660,032.88| $ 665,095.18| $ 723,282.19 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 265 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,553,118.73 ROUTE : 37 CALL ORDER : 265 CONTRACT ID : R -26833-A COUNTIES : MORGAN LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/14/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0956012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 7,181,936.77 100.0000% 2 35-1139301 E & B PAVING, INC. $ 7,535,000.00 104.9159% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 7,675,466.00 106.8718% 4 31-4351261 SHELLY & SANDS, INC. $ 8,614,063.52 119.9406% 5 35-1418333 ROGERS GROUP, INC. $ 8,714,834.74 121.3437% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 30500.00000 30500.00| 37300.00000 37300.00| 44000.00000 44000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2000.00000 20000.00| 2400.00000 24000.00| 3100.00000 31000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 205000.00000 205000.00| 420668.79000 420668.79| 212000.00000 212000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 80000.00000 80000.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0005 202-01901 2.000 EACH| 1000.00000 2000.00| 2100.00000 4200.00| 9000.00000 18000.00 TEMPORARY CROSSOVER, REMOVE | | | 0006 202-02240 9147.000 SYS | 4.25000 38874.75| 5.23000 47838.81| 9.40000 85981.80 PAVEMENT, REMOVE | | | 0007 202-02241 13688.000 LFT | 1.60000 21900.80| 1.50000 20532.00| 1.65000 22585.20 GUARDRAIL, REMOVE | | | 0008 202-60820 85066.000 SYS | 2.61000 222022.26| 0.75000 63799.50| 0.55000 46786.30 SURFACE MILLING, ASPHALT | | | 0009 202-60822 126.000 SYS | 14.27000 1798.02| 12.00000 1512.00| 6.25000 787.50 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-93741 13.000 EACH| 125.00000 1625.00| 135.00000 1755.00| 128.00000 1664.00 GUARD RAIL END TREATMENT, REMOVE | | | 0011 202-95027 1.000 EACH| 1014.19000 1014.19| 40.00000 40.00| 350.00000 350.00 IMPACT ATTENUATOR, REMOVE | | | 0012 202-99187 500.000 LFT | 1.70000 850.00| 1.70000 850.00| 1.75000 875.00 FENCE, FARM FIELD, REMOVE | | | 0013 203-02000 10001.000 CYS | 12.00000 120012.00| 10.00000 100010.00| 15.00000 150015.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 265 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,553,118.73 ROUTE : 37 CALL ORDER : 265 CONTRACT ID : R -26833-A COUNTIES : MORGAN LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02020 20.000 CYS | 20.00000 400.00| 30.00000 600.00| 41.00000 820.00 EXCAVATION, UNCLASSIFIED | | | 0015 203-02070 8184.000 CYS | 9.00000 73656.00| 13.00000 106392.00| 11.00000 90024.00 BORROW | | | 0016 203-91878 1000.000 LFT | 4.00000 4000.00| 14.00000 14000.00| 5.50000 5500.00 LINEAR DITCH GRADING | | | 0017 205-06931 100.000 TON | 55.00000 5500.00| 22.03000 2203.00| 34.00000 3400.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06932 100.000 LFT | 8.22000 822.00| 6.95000 695.00| 8.50000 850.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0019 205-06933 20.000 EACH| 50.00000 1000.00| 65.00000 1300.00| 51.00000 1020.00 TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06937 26442.000 LFT | 1.18000 31201.56| 1.50000 39663.00| 1.25000 33052.50 TEMPORARY SILT FENCE | | | 0021 207-07498 22708.000 SYS | 10.00000 227080.00| 11.00000 249788.00| 12.55000 284985.40 SUBGRADE TREATMENT, TYPE A | | | 0022 211-07454 3769.000 CYS | 11.58000 43645.02| 19.00000 71611.00| 14.50000 54650.50 STRUCTURE BACKFILL | | | 0023 213-04324 57.000 CYS | 45.00000 2565.00| 207.00000 11799.00| 105.00000 5985.00 FLOWABLE FILL | | | 0024 303-01180 19072.000 TON | 9.00000 171648.00| 7.50000 143040.00| 13.50000 257472.00 COMPACTED AGGREGATE, NO. 53 | | | 0025 303-07449 4037.000 TON | 8.00000 32296.00| 5.00000 20185.00| 9.85000 39764.45 COMPACTED AGGREGATE, NO. 73 | | | 0026 304-07491 100.000 TON | 200.00000 20000.00| 94.15000 9415.00| 95.00000 9500.00 HMA PATCHING, TYPE C | | | 0028 305-97019 26716.000 SYS | 4.13000 110337.08| 2.60000 69461.60| 1.85000 49424.60 RUBBLIZED PCCP | | | 0029 401-06264 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| 8000.00000 8000.00 PROFILOGRAPH, HMA | | | 0030 401-07321 7732.000 TON | 32.00000 247424.00| 34.00000 262888.00| 35.75000 276419.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0031 401-07329 13460.000 TON | 39.50000 531670.00| 40.00000 538400.00| 41.00000 551860.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0032 401-07390 12000.000 TON | 24.00000 288000.00| 27.50000 330000.00| 28.70000 344400.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0033 401-07399 26890.000 TON | 25.50000 685695.00| 28.00000 752920.00| 29.75000 799977.50 QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0034 401-07407 20227.000 TON | 23.00000 465221.00| 25.00000 505675.00| 27.00000 546129.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0035 401-07414 24081.000 TON | 25.00000 602025.00| 26.00000 626106.00| 29.25000 704369.25 QC/QA-HMA, 4, 70, BASE, 25.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 265 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,553,118.73 ROUTE : 37 CALL ORDER : 265 CONTRACT ID : R -26833-A COUNTIES : MORGAN LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 402-07453 10827.000 TON | 34.00000 368118.00| 33.00000 357291.00| 33.25000 359997.75 HMA FOR TEMPORARY PAVEMENT | | | 0038 405-05517 150.000 TON | 280.00000 42000.00| 300.00000 45000.00| 280.00000 42000.00 ASPHALT FOR PRIME COAT | | | 0039 406-05520 275.000 TON | 170.00000 46750.00| 173.00000 47575.00| 165.00000 45375.00 ASPHALT FOR TACK COAT | | | 0040 601-01128 8.000 EACH| 1135.50000 9084.00| 1100.00000 8800.00| 1025.00000 8200.00 GUARDRAIL TRANSITION TYPE WGB | | | 0041 601-01625 2.000 EACH| 1215.00000 2430.00| 1200.00000 2400.00| 1255.00000 2510.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0042 601-01626 3.000 EACH| 1215.00000 3645.00| 1200.00000 3600.00| 1255.00000 3765.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0043 601-01700 3.000 EACH| 1500.00000 4500.00| 1475.00000 4425.00| 1550.00000 4650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0044 601-01740 3.000 EACH| 1575.00000 4725.00| 1500.00000 4500.00| 1640.00000 4920.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0045 601-01839 1.000 EACH| 1500.00000 1500.00| 1600.00000 1600.00| 1550.00000 1550.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0046 601-02206 325.000 LFT | 5.00000 1625.00| 5.00000 1625.00| 5.15000 1673.75 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0047 601-05071 4.000 EACH| 1780.00000 7120.00| 1800.00000 7200.00| 1850.00000 7400.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0048 601-06233 3.000 EACH| 6616.27000 19848.81| 6050.00000 18150.00| 6250.00000 18750.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0049 601-06246 1.000 EACH| 33716.27000 33716.27| 33000.00000 33000.00| 34000.00000 34000.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0050 601-06416 1.000 EACH| 575.00000 575.00| 600.00000 600.00| 580.00000 580.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, TL-3 | | | 0051 601-06454 1.000 EACH| 14165.00000 14165.00| 14000.00000 14000.00| 14750.00000 14750.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-3 | | | 0052 601-06855 17.000 EACH| 645.00000 10965.00| 600.00000 10200.00| 670.00000 11390.00 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHOR| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 265 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,553,118.73 ROUTE : 37 CALL ORDER : 265 CONTRACT ID : R -26833-A COUNTIES : MORGAN LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 601-07024 1.000 EACH| 5100.00000 5100.00| 5200.00000 5200.00| 5250.00000 5250.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0054 601-94689 20.000 EACH| 1675.00000 33500.00| 1650.00000 33000.00| 1700.00000 34000.00 GUARDRAIL END TREATMENT, OS | | | 0055 601-94690 3.000 EACH| 2800.00000 8400.00| 2825.00000 8475.00| 2850.00000 8550.00 GUARDRAIL END TREATMENT, MS | | | 0056 601-97080 20.000 EACH| 1650.00000 33000.00| 1600.00000 32000.00| 1700.00000 34000.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0057 601-97774 1.000 EACH| 750.00000 750.00| 800.00000 800.00| 775.00000 775.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0058 601-97803 1.000 EACH| 1500.00000 1500.00| 1400.00000 1400.00| 1525.00000 1525.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0059 601-99105 23988.000 LFT | 7.75000 185907.00| 7.75000 185907.00| 8.00000 191904.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0060 601-99108 1164.000 LFT | 12.30000 14317.20| 12.00000 13968.00| 12.75000 14841.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0061 602-06639 100.000 LFT | 42.00000 4200.00| 41.54000 4154.00| 45.00000 4500.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0062 603-06040 500.000 LFT | 6.00000 3000.00| 6.00000 3000.00| 6.25000 3125.00 FENCE, FARM FIELD, 47 IN. | | | 0063 603-93088 100.000 LFT | 5.30000 530.00| 5.30000 530.00| 5.50000 550.00 FENCE, FARM FIELD, REPAIR | | | 0064 606-07484 116800.000 LFT | 0.11000 12848.00| 0.09000 10512.00| 0.16000 18688.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0065 607-95754 838.000 LFT | 4.50000 3771.00| 2.10000 1759.80| 2.15000 1801.70 PAVED SIDE DITCH, BREAK | | | 0067 611-52817 2.000 EACH| 19000.00000 38000.00| 23535.91000 47071.82| 9900.00000 19800.00 TEMPORARY CROSSOVER, B | | | 0068 611-95023 10.000 EACH| 180.00000 1800.00| 135.00000 1350.00| 140.00000 1400.00 MAILBOX ASSEMBLY, RESET | | | 0069 615-06510 5.000 EACH| 400.00000 2000.00| 400.00000 2000.00| 415.00000 2075.00 MONUMENT, C | | | 0070 616-02320 2700.000 SYS | 0.85000 2295.00| 3.75000 10125.00| 1.75000 4725.00 GEOTEXTILES | | | 0071 616-05688 1009.000 TON | 35.00000 35315.00| 50.00000 50450.00| 38.50000 38846.50 RIPRAP, CLASS 1 | | | 0072 616-06451 589.000 TON | 42.00000 24738.00| 45.00000 26505.00| 35.25000 20762.25 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 265 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,553,118.73 ROUTE : 37 CALL ORDER : 265 CONTRACT ID : R -26833-A COUNTIES : MORGAN LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 621-01004 2.000 EACH| 200.00000 400.00| 130.00000 260.00| 200.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0074 621-02363 82000.000 SYS | 0.22000 18040.00| 0.26000 21320.00| 0.20000 16400.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0075 621-06559 82000.000 SYS | 0.28000 22960.00| 0.32000 26240.00| 0.30000 24600.00 MULCHED SEEDING, R | | | 0076 715-02397 2.000 EACH| 1300.00000 2600.00| 1368.00000 2736.00| 1275.00000 2550.00 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0077 715-02630 1.000 EACH| 700.00000 700.00| 1368.00000 1368.00| 575.00000 575.00 SAFETY METAL END SECTION, 6:1, 24 IN. | | | 0078 715-04522 1.000 EACH| 1135.00000 1135.00| 525.00000 525.00| 750.00000 750.00 PIPE END SECTION, 42 IN. | | | 0079 715-04857 1.000 EACH| 490.00000 490.00| 1368.00000 1368.00| 1275.00000 1275.00 SAFETY METAL END SECTION, | | | 0080 715-05048 10330.000 LFT | 2.42000 24998.60| 2.00000 20660.00| 2.05000 21176.50 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0081 715-05053 15494.000 LFT | 10.59000 164081.46| 12.25000 189801.50| 10.60000 164236.40 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0082 715-05118 250.000 LFT | 30.00000 7500.00| 52.00000 13000.00| 17.00000 4250.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0083 715-05119 291.000 LFT | 35.00000 10185.00| 49.00000 14259.00| 22.00000 6402.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0084 715-05121 118.000 LFT | 36.00000 4248.00| 69.00000 8142.00| 31.00000 3658.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0085 715-05123 153.000 LFT | 40.00000 6120.00| 69.00000 10557.00| 32.00000 4896.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0086 715-05127 36.000 LFT | 52.00000 1872.00| 102.00000 3672.00| 61.00000 2196.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0087 715-05203 105578.000 LFT | 1.65000 174203.70| 1.20000 126693.60| 1.25000 131972.50 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0088 715-06077 1.000 EACH| 2280.00000 2280.00| 2500.00000 2500.00| 850.00000 850.00 SAFETY METAL END SECTION, 6:1, 42 IN. | | | 0089 715-06857 593.000 LFT | 29.60000 17552.80| 29.60000 17552.80| 31.00000 18383.00 PIPE LINER, THERMOPLASTIC, 24 IN. | | | 0090 715-06858 1143.000 LFT | 56.74000 64853.82| 56.74000 64853.82| 59.00000 67437.00 PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0091 715-06865 182.000 LFT | 27.65000 5032.30| 27.65000 5032.30| 29.00000 5278.00 PIPE LINER, THERMOPLASTIC, 12 IN. | | | 0092 715-06866 489.000 LFT | 20.98000 10259.22| 20.98000 10259.22| 22.00000 10758.00 PIPE LINER, THERMOPLASTIC, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 265 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,553,118.73 ROUTE : 37 CALL ORDER : 265 CONTRACT ID : R -26833-A COUNTIES : MORGAN LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 715-06867 376.000 LFT | 25.10000 9437.60| 25.10000 9437.60| 26.00000 9776.00 PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0094 715-06870 883.000 LFT | 41.52000 36662.16| 41.52000 36662.16| 43.00000 37969.00 PIPE LINER, THERMOPLASTIC, 30 IN. | | | 0095 715-06872 316.000 LFT | 77.06000 24350.96| 77.06000 24350.96| 80.00000 25280.00 PIPE LINER, THERMOPLASTIC, 42 IN. | | | 0096 715-07709 48.000 LFT | 40.00000 1920.00| 77.00000 3696.00| 39.00000 1872.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.2 | | | SFT. | | | 0097 715-26734 1.000 EACH| 16000.00000 16000.00| 17000.00000 17000.00| 17000.00000 17000.00 GRATED BOX END SECTION, II, 10:1, 42 IN.| | | 0098 715-46000 9.000 EACH| 240.00000 2160.00| 224.00000 2016.00| 235.00000 2115.00 PIPE END SECTION, 12 IN. | | | 0099 715-46005 4.000 EACH| 270.00000 1080.00| 235.00000 940.00| 260.00000 1040.00 PIPE END SECTION, 15 IN. | | | 0100 715-46010 2.000 EACH| 285.00000 570.00| 250.00000 500.00| 280.00000 560.00 PIPE END SECTION, 18 IN. | | | 0101 715-46020 3.000 EACH| 330.00000 990.00| 300.00000 900.00| 325.00000 975.00 PIPE END SECTION, 24 IN. | | | 0102 715-46030 2.000 EACH| 425.00000 850.00| 400.00000 800.00| 450.00000 900.00 PIPE END SECTION, 30 IN. | | | 0103 715-46040 4.000 EACH| 545.00000 2180.00| 500.00000 2000.00| 580.00000 2320.00 PIPE END SECTION, 36 IN. | | | 0104 715-46060 1.000 EACH| 300.00000 300.00| 1186.05000 1186.05| 1300.00000 1300.00 PIPE END SECTION, MIN. AREA 2.2 SQ. FT. | | | 0105 715-95325 776.000 LFT | 30.00000 23280.00| 66.20000 51371.20| 42.00000 32592.00 INVERT, CONCRETE PAVED | | | 0106 718-06526 5284.000 TON | 32.00000 169088.00| 28.00000 147952.00| 35.50000 187582.00 HMA FOR UNDERDRAINS | | | 0107 718-06529 223.000 EACH| 475.00000 105925.00| 455.00000 101465.00| 490.00000 109270.00 OUTLET PROTECTOR, 2 | | | 0108 718-06532 15000.000 LFT | 1.33000 19950.00| 0.85000 12750.00| 1.35000 20250.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0109 718-52610 6211.000 CYS | 15.57000 96705.27| 25.00000 155275.00| 16.25000 100928.75 AGGREGATE FOR UNDERDRAINS | | | 0110 718-99153 6697.000 SYS | 0.47000 3147.59| 0.80000 5357.60| 0.50000 3348.50 GEOTEXTILES FOR UNDERDRAIN | | | 0111 720-45070 1.000 EACH| 990.00000 990.00| 3600.00000 3600.00| 1700.00000 1700.00 INLET, P12A | | | 0112 720-91246 5.000 EACH| 2100.00000 10500.00| 4300.00000 21500.00| 2400.00000 12000.00 INLET, N12A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 265 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,553,118.73 ROUTE : 37 CALL ORDER : 265 CONTRACT ID : R -26833-A COUNTIES : MORGAN LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 801-03290 17.000 EACH| 108.00000 1836.00| 108.00000 1836.00| 230.00000 3910.00 CONSTRUCTION SIGN, C | | | 0114 801-04308 45.000 EACH| 200.00000 9000.00| 200.00000 9000.00| 180.00000 8100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0115 801-06203 104470.000 LFT | 0.06000 6268.20| 0.06000 6268.20| 0.05000 5223.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0116 801-06207 104440.000 LFT | 0.83000 86685.20| 0.83000 86685.20| 0.75000 78330.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0117 801-06216 100.000 LFT | 4.00000 400.00| 4.00000 400.00| 5.25000 525.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0118 801-06640 150.000 EACH| 77.50000 11625.00| 77.50000 11625.00| 78.00000 11700.00 CONSTRUCTION SIGN, A | | | 0119 801-06710 400.000 DAY | 11.00000 4400.00| 11.00000 4400.00| 14.60000 5840.00 FLASHING ARROW SIGN | | | 0120 801-06775 LUMP| 30000.00000 30000.00| 91021.05000 91021.05| 88000.00000 88000.00 MAINTAINING TRAFFIC | | | 0121 801-07119 1320.000 LFT | 7.30000 9636.00| 7.30000 9636.00| 10.85000 14322.00 BARRICADE, III-B | | | 0122 801-97643 576.000 LFT | 4.35000 2505.60| 4.35000 2505.60| 29.00000 16704.00 TEMPORARY BUZZ STRIPS | | | 0123 801-99182 2.000 EACH| 4750.00000 9500.00| 4750.00000 9500.00| 6000.00000 12000.00 TEMPORARY CHANGEABLE MESSAGE SIGN, | | | INSTALL AND MAINTAIN | | | 0124 802-05701 1129.000 LFT | 14.70000 16596.30| 7.40000 8354.60| 15.00000 16935.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0125 802-05702 518.000 LFT | 21.30000 11033.40| 7.00000 3626.00| 22.00000 11396.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0126 802-76025 36.000 SFT | 20.55000 739.80| 14.10000 507.60| 21.00000 756.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0127 804-06771 181.000 EACH| 22.00000 3982.00| 20.00000 3620.00| 23.00000 4163.00 DELINEATOR POST, FLEXIBLE | | | 0128 808-01226 712.000 EACH| 8.25000 5874.00| 8.25000 5874.00| 8.00000 5696.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0129 808-06701 14252.000 LFT | 0.26000 3705.52| 0.26000 3705.52| 0.25000 3563.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 265 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,553,118.73 ROUTE : 37 CALL ORDER : 265 CONTRACT ID : R -26833-A COUNTIES : MORGAN LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 808-06703 58618.000 LFT | 0.25000 14654.50| 0.25000 14654.50| 0.25000 14654.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0131 808-06716 10480.000 LFT | 0.29000 3039.20| 0.29000 3039.20| 0.20000 2096.00 LINE, REMOVE | | | 0132 808-75245 57592.000 LFT | 0.25000 14398.00| 0.25000 14398.00| 0.25000 14398.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0133 808-75297 138.000 LFT | 5.00000 690.00| 5.00000 690.00| 3.30000 455.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0134 808-75994 712.000 EACH| 3.75000 2670.00| 3.75000 2670.00| 4.50000 3204.00 PRISMATIC REFLECTOR | | | 0135 401-07429 13132.000 TON | 30.00000 393960.00| 28.00000 367696.00| 31.00000 407092.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0136 610-07487 3067.000 TON | 65.83000 201900.61| 42.00000 128814.00| 57.00000 174819.00 HMA FOR APPROACHES, TYPE B | | | 0137 611-06497 10.000 EACH| 175.00000 1750.00| 165.00000 1650.00| 190.00000 1900.00 MAILBOX ASSEMBLY, SINGLE | | | 0138 105-06657 40.000 MOS | 50.00000 2000.00| 110.00000 4400.00| 155.00000 6200.00 PHONE, CELLULAR | | | 0139 304-07494 896.000 TON | 58.00000 51968.00| 41.90000 37542.40| 54.00000 48384.00 HMA WIDENING, TYPE C | | | SECTION TOTALS | $ 7,181,936.77| $ 7,535,000.00| $ 7,675,466.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,181,936.77| $ 7,535,000.00| $ 7,675,466.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 265 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,553,118.73 ROUTE : 37 CALL ORDER : 265 CONTRACT ID : R -26833-A COUNTIES : MORGAN LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1418333 | |SHELLY & SANDS, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 40000.00000 40000.00| 26000.00000 26000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1424.32000 14243.20| 1325.00000 13250.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 293600.00000 293600.00| 78914.00000 78914.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5275.25000 5275.25| 7000.00000 7000.00| CLEARING RIGHT OF WAY | | | 0005 202-01901 2.000 EACH| 22227.29000 44454.58| 18500.00000 37000.00| TEMPORARY CROSSOVER, REMOVE | | | 0006 202-02240 9147.000 SYS | 6.33000 57900.51| 4.50000 41161.50| PAVEMENT, REMOVE | | | 0007 202-02241 13688.000 LFT | 1.69000 23132.72| 1.70000 23269.60| GUARDRAIL, REMOVE | | | 0008 202-60820 85066.000 SYS | 0.66000 56143.56| 0.50000 42533.00| SURFACE MILLING, ASPHALT | | | 0009 202-60822 126.000 SYS | 12.63000 1591.38| 1.75000 220.50| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-93741 13.000 EACH| 131.88000 1714.44| 360.00000 4680.00| GUARD RAIL END TREATMENT, REMOVE | | | 0011 202-95027 1.000 EACH| 42.20000 42.20| 650.00000 650.00| IMPACT ATTENUATOR, REMOVE | | | 0012 202-99187 500.000 LFT | 1.79000 895.00| 2.60000 1300.00| FENCE, FARM FIELD, REMOVE | | | 0013 203-02000 10001.000 CYS | 9.92000 99209.92| 15.60000 156015.60| EXCAVATION, COMMON | | | 0014 203-02020 20.000 CYS | 21.10000 422.00| 230.00000 4600.00| EXCAVATION, UNCLASSIFIED | | | 0015 203-02070 8184.000 CYS | 5.92000 48449.28| 13.60000 111302.40| BORROW | | | 0016 203-91878 1000.000 LFT | 5.12000 5120.00| 22.70000 22700.00| LINEAR DITCH GRADING | | | 0017 205-06931 100.000 TON | 25.41000 2541.00| 196.75000 19675.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06932 100.000 LFT | 3.32000 332.00| 8.55000 855.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0019 205-06933 20.000 EACH| 52.75000 1055.00| 52.00000 1040.00| TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 265 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,553,118.73 ROUTE : 37 CALL ORDER : 265 CONTRACT ID : R -26833-A COUNTIES : MORGAN LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1418333 | |SHELLY & SANDS, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-06937 26442.000 LFT | 1.48000 39134.16| 1.25000 33052.50| TEMPORARY SILT FENCE | | | 0021 207-07498 22708.000 SYS | 3.80000 86290.40| 13.85000 314505.80| SUBGRADE TREATMENT, TYPE A | | | 0022 211-07454 3769.000 CYS | 17.00000 64073.00| 16.00000 60304.00| STRUCTURE BACKFILL | | | 0023 213-04324 57.000 CYS | 69.54000 3963.78| 94.00000 5358.00| FLOWABLE FILL | | | 0024 303-01180 19072.000 TON | 14.00000 267008.00| 15.00000 286080.00| COMPACTED AGGREGATE, NO. 53 | | | 0025 303-07449 4037.000 TON | 15.00000 60555.00| 15.00000 60555.00| COMPACTED AGGREGATE, NO. 73 | | | 0026 304-07491 100.000 TON | 105.50000 10550.00| 190.00000 19000.00| HMA PATCHING, TYPE C | | | 0028 305-97019 26716.000 SYS | 1.42000 37936.72| 1.60000 42745.60| RUBBLIZED PCCP | | | 0029 401-06264 LUMP| 10000.00000 10000.00| 7900.00000 7900.00| PROFILOGRAPH, HMA | | | 0030 401-07321 7732.000 TON | 38.00000 293816.00| 38.00000 293816.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0031 401-07329 13460.000 TON | 40.00000 538400.00| 51.00000 686460.00| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0032 401-07390 12000.000 TON | 38.75000 465000.00| 33.00000 396000.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0033 401-07399 26890.000 TON | 33.50000 900815.00| 34.00000 914260.00| QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0034 401-07407 20227.000 TON | 34.50000 697831.50| 35.00000 707945.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0035 401-07414 24081.000 TON | 32.50000 782632.50| 36.00000 866916.00| QC/QA-HMA, 4, 70, BASE, 25.0 mm | | | 0037 402-07453 10827.000 TON | 38.00000 411426.00| 44.00000 476388.00| HMA FOR TEMPORARY PAVEMENT | | | 0038 405-05517 150.000 TON | 197.82000 29673.00| 360.00000 54000.00| ASPHALT FOR PRIME COAT | | | 0039 406-05520 275.000 TON | 197.82000 54400.50| 210.00000 57750.00| ASPHALT FOR TACK COAT | | | 0040 601-01128 8.000 EACH| 1055.05000 8440.40| 820.00000 6560.00| GUARDRAIL TRANSITION TYPE WGB | | | 0041 601-01625 2.000 EACH| 1281.89000 2563.78| 1170.00000 2340.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 265 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,553,118.73 ROUTE : 37 CALL ORDER : 265 CONTRACT ID : R -26833-A COUNTIES : MORGAN LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1418333 | |SHELLY & SANDS, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 601-01626 3.000 EACH| 1281.88000 3845.64| 1170.00000 3510.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0043 601-01700 3.000 EACH| 1582.57000 4747.71| 1505.00000 4515.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0044 601-01740 3.000 EACH| 1661.70000 4985.10| 1505.00000 4515.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0045 601-01839 1.000 EACH| 1582.57000 1582.57| 1505.00000 1505.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0046 601-02206 325.000 LFT | 5.28000 1716.00| 8.50000 2762.50| TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0047 601-05071 4.000 EACH| 1877.99000 7511.96| 1505.00000 6020.00| GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0048 601-06233 3.000 EACH| 7311.11000 21933.33| 6700.00000 20100.00| IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0049 601-06246 1.000 EACH| 35903.55000 35903.55| 34300.00000 34300.00| IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0050 601-06416 1.000 EACH| 606.65000 606.65| 575.00000 575.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, TL-3 | | | 0051 601-06454 1.000 EACH| 14944.77000 14944.77| 14100.00000 14100.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-3 | | | 0052 601-06855 17.000 EACH| 680.51000 11568.67| 950.00000 16150.00| GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHOR| | | 0053 601-07024 1.000 EACH| 5380.75000 5380.75| 7200.00000 7200.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0054 601-94689 20.000 EACH| 1767.21000 35344.20| 1755.00000 35100.00| GUARDRAIL END TREATMENT, OS | | | 0055 601-94690 3.000 EACH| 2954.14000 8862.42| 2875.00000 8625.00| GUARDRAIL END TREATMENT, MS | | | 0056 601-97080 20.000 EACH| 1740.83000 34816.60| 1425.00000 28500.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0057 601-97774 1.000 EACH| 791.29000 791.29| 1050.00000 1050.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 265 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,553,118.73 ROUTE : 37 CALL ORDER : 265 CONTRACT ID : R -26833-A COUNTIES : MORGAN LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1418333 | |SHELLY & SANDS, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 601-97803 1.000 EACH| 1582.57000 1582.57| 1900.00000 1900.00| GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0059 601-99105 23988.000 LFT | 8.18000 196221.84| 8.10000 194302.80| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0060 601-99108 1164.000 LFT | 12.98000 15108.72| 15.70000 18274.80| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0061 602-06639 100.000 LFT | 40.14000 4014.00| 26.00000 2600.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0062 603-06040 500.000 LFT | 6.33000 3165.00| 4.50000 2250.00| FENCE, FARM FIELD, 47 IN. | | | 0063 603-93088 100.000 LFT | 5.59000 559.00| 9.00000 900.00| FENCE, FARM FIELD, REPAIR | | | 0064 606-07484 116800.000 LFT | 0.07000 8176.00| 0.13000 15184.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0065 607-95754 838.000 LFT | 26.23000 21980.74| 8.00000 6704.00| PAVED SIDE DITCH, BREAK | | | 0067 611-52817 2.000 EACH| 20164.04000 40328.08| 23000.00000 46000.00| TEMPORARY CROSSOVER, B | | | 0068 611-95023 10.000 EACH| 105.51000 1055.10| 140.00000 1400.00| MAILBOX ASSEMBLY, RESET | | | 0069 615-06510 5.000 EACH| 422.02000 2110.10| 500.00000 2500.00| MONUMENT, C | | | 0070 616-02320 2700.000 SYS | 1.90000 5130.00| 1.65000 4455.00| GEOTEXTILES | | | 0071 616-05688 1009.000 TON | 30.23000 30502.07| 62.00000 62558.00| RIPRAP, CLASS 1 | | | 0072 616-06451 589.000 TON | 26.53000 15626.17| 100.00000 58900.00| RIPRAP, UNIFORM | | | 0073 621-01004 2.000 EACH| 949.55000 1899.10| 208.00000 416.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0074 621-02363 82000.000 SYS | 0.19000 15580.00| 0.23000 18860.00| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0075 621-06559 82000.000 SYS | 0.32000 26240.00| 0.29000 23780.00| MULCHED SEEDING, R | | | 0076 715-02397 2.000 EACH| 1944.04000 3888.08| 1500.00000 3000.00| SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0077 715-02630 1.000 EACH| 1319.45000 1319.45| 800.00000 800.00| SAFETY METAL END SECTION, 6:1, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 265 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,553,118.73 ROUTE : 37 CALL ORDER : 265 CONTRACT ID : R -26833-A COUNTIES : MORGAN LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1418333 | |SHELLY & SANDS, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 715-04522 1.000 EACH| 1447.11000 1447.11| 1000.00000 1000.00| PIPE END SECTION, 42 IN. | | | 0079 715-04857 1.000 EACH| 316.51000 316.51| 1000.00000 1000.00| SAFETY METAL END SECTION, | | | 0080 715-05048 10330.000 LFT | 2.11000 21796.30| 2.00000 20660.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0081 715-05053 15494.000 LFT | 12.92000 200182.48| 12.25000 189801.50| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0082 715-05118 250.000 LFT | 46.00000 11500.00| 65.00000 16250.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0083 715-05119 291.000 LFT | 43.00000 12513.00| 66.00000 19206.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0084 715-05121 118.000 LFT | 64.00000 7552.00| 67.00000 7906.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0085 715-05123 153.000 LFT | 80.00000 12240.00| 75.00000 11475.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0086 715-05127 36.000 LFT | 130.00000 4680.00| 110.00000 3960.00| PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0087 715-05203 105578.000 LFT | 2.13000 224881.14| 1.60000 168924.80| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0088 715-06077 1.000 EACH| 2988.54000 2988.54| 2900.00000 2900.00| SAFETY METAL END SECTION, 6:1, 42 IN. | | | 0089 715-06857 593.000 LFT | 33.30000 19746.90| 30.00000 17790.00| PIPE LINER, THERMOPLASTIC, 24 IN. | | | 0090 715-06858 1143.000 LFT | 61.93000 70785.99| 59.00000 67437.00| PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0091 715-06865 182.000 LFT | 31.24000 5685.68| 28.00000 5096.00| PIPE LINER, THERMOPLASTIC, 12 IN. | | | 0092 715-06866 489.000 LFT | 24.20000 11833.80| 21.00000 10269.00| PIPE LINER, THERMOPLASTIC, 15 IN. | | | 0093 715-06867 376.000 LFT | 28.55000 10734.80| 26.00000 9776.00| PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0094 715-06870 883.000 LFT | 45.87000 40503.21| 43.00000 37969.00| PIPE LINER, THERMOPLASTIC, 30 IN. | | | 0095 715-06872 316.000 LFT | 83.37000 26344.92| 80.00000 25280.00| PIPE LINER, THERMOPLASTIC, 42 IN. | | | 0096 715-07709 48.000 LFT | 2.06000 98.88| 150.00000 7200.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 2.2 | | | SFT. | | | 0097 715-26734 1.000 EACH| 16740.17000 16740.17| 15000.00000 15000.00| GRATED BOX END SECTION, II, 10:1, 42 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 265 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,553,118.73 ROUTE : 37 CALL ORDER : 265 CONTRACT ID : R -26833-A COUNTIES : MORGAN LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1418333 | |SHELLY & SANDS, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 715-46000 9.000 EACH| 440.00000 3960.00| 350.00000 3150.00| PIPE END SECTION, 12 IN. | | | 0099 715-46005 4.000 EACH| 450.00000 1800.00| 400.00000 1600.00| PIPE END SECTION, 15 IN. | | | 0100 715-46010 2.000 EACH| 480.00000 960.00| 410.00000 820.00| PIPE END SECTION, 18 IN. | | | 0101 715-46020 3.000 EACH| 520.00000 1560.00| 450.00000 1350.00| PIPE END SECTION, 24 IN. | | | 0102 715-46030 2.000 EACH| 600.00000 1200.00| 700.00000 1400.00| PIPE END SECTION, 30 IN. | | | 0103 715-46040 4.000 EACH| 770.00000 3080.00| 1000.00000 4000.00| PIPE END SECTION, 36 IN. | | | 0104 715-46060 1.000 EACH| 1700.00000 1700.00| 750.00000 750.00| PIPE END SECTION, MIN. AREA 2.2 SQ. FT. | | | 0105 715-95325 776.000 LFT | 18.84000 14619.84| 31.00000 24056.00| INVERT, CONCRETE PAVED | | | 0106 718-06526 5284.000 TON | 63.04000 333103.36| 40.00000 211360.00| HMA FOR UNDERDRAINS | | | 0107 718-06529 223.000 EACH| 480.05000 107051.15| 494.00000 110162.00| OUTLET PROTECTOR, 2 | | | 0108 718-06532 15000.000 LFT | 1.06000 15900.00| 0.89000 13350.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0109 718-52610 6211.000 CYS | 26.38000 163846.18| 26.00000 161486.00| AGGREGATE FOR UNDERDRAINS | | | 0110 718-99153 6697.000 SYS | 0.84000 5625.48| 0.80000 5357.60| GEOTEXTILES FOR UNDERDRAIN | | | 0111 720-45070 1.000 EACH| 1635.71000 1635.71| 2600.00000 2600.00| INLET, P12A | | | 0112 720-91246 5.000 EACH| 1635.71000 8178.55| 2700.00000 13500.00| INLET, N12A | | | 0113 801-03290 17.000 EACH| 113.95000 1937.15| 108.00000 1836.00| CONSTRUCTION SIGN, C | | | 0114 801-04308 45.000 EACH| 211.01000 9495.45| 200.00000 9000.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0115 801-06203 104470.000 LFT | 0.06000 6268.20| 0.06000 6268.20| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0116 801-06207 104440.000 LFT | 0.88000 91907.20| 0.85000 88774.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0117 801-06216 100.000 LFT | 4.22000 422.00| 4.00000 400.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 265 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,553,118.73 ROUTE : 37 CALL ORDER : 265 CONTRACT ID : R -26833-A COUNTIES : MORGAN LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1418333 | |SHELLY & SANDS, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 801-06640 150.000 EACH| 81.77000 12265.50| 75.00000 11250.00| CONSTRUCTION SIGN, A | | | 0119 801-06710 400.000 DAY | 11.61000 4644.00| 11.00000 4400.00| FLASHING ARROW SIGN | | | 0120 801-06775 LUMP| 234129.41000 234129.41| 80000.00000 80000.00| MAINTAINING TRAFFIC | | | 0121 801-07119 1320.000 LFT | 7.70000 10164.00| 7.50000 9900.00| BARRICADE, III-B | | | 0122 801-97643 576.000 LFT | 4.59000 2643.84| 4.50000 2592.00| TEMPORARY BUZZ STRIPS | | | 0123 801-99182 2.000 EACH| 5011.49000 10022.98| 4900.00000 9800.00| TEMPORARY CHANGEABLE MESSAGE SIGN, | | | INSTALL AND MAINTAIN | | | 0124 802-05701 1129.000 LFT | 7.81000 8817.49| 15.00000 16935.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0125 802-05702 518.000 LFT | 7.39000 3828.02| 15.00000 7770.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0126 802-76025 36.000 SFT | 14.88000 535.68| 29.00000 1044.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0127 804-06771 181.000 EACH| 23.21000 4201.01| 27.00000 4887.00| DELINEATOR POST, FLEXIBLE | | | 0128 808-01226 712.000 EACH| 8.70000 6194.40| 9.00000 6408.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0129 808-06701 14252.000 LFT | 0.27000 3848.04| 0.27000 3848.04| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0130 808-06703 58618.000 LFT | 0.26000 15240.68| 0.26000 15240.68| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0131 808-06716 10480.000 LFT | 0.31000 3248.80| 0.30000 3144.00| LINE, REMOVE | | | 0132 808-75245 57592.000 LFT | 0.26000 14973.92| 0.26000 14973.92| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0133 808-75297 138.000 LFT | 5.28000 728.64| 5.20000 717.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0134 808-75994 712.000 EACH| 3.96000 2819.52| 3.90000 2776.80| PRISMATIC REFLECTOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 265 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,553,118.73 ROUTE : 37 CALL ORDER : 265 CONTRACT ID : R -26833-A COUNTIES : MORGAN LETTING DATE : 04/22/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 |(5) 35-1418333 | |SHELLY & SANDS, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 401-07429 13132.000 TON | 33.50000 439922.00| 35.00000 459620.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0136 610-07487 3067.000 TON | 82.14000 251923.38| 55.00000 168685.00| HMA FOR APPROACHES, TYPE B | | | 0137 611-06497 10.000 EACH| 105.51000 1055.10| 150.00000 1500.00| MAILBOX ASSEMBLY, SINGLE | | | 0138 105-06657 40.000 MOS | 211.01000 8440.40| 220.00000 8800.00| PHONE, CELLULAR | | | 0139 304-07494 896.000 TON | 53.50000 47936.00| 48.00000 43008.00| HMA WIDENING, TYPE C | | | SECTION TOTALS | $ 8,614,063.52| $ 8,714,834.74| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,614,063.52| $ 8,714,834.74| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 275 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 88,503.59 ROUTE : SR 1 CALL ORDER : 275 CONTRACT ID : R -26908-A COUNTIES : RANDOLPH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/03/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1815287 DENNEY EXCAVATING INC. $ 45,853.25 100.0000% 2 35-1416264 LIMESTONE PRODUCTS, INC. $ 47,366.50 103.3002% 3 35-1058755 BAKER & SCHULTZ, INC. $ 56,667.50 123.5844% 4 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 62,800.00 136.9586% ==================================================================================================================================== |(1) 35-1815287 |(2) 35-1416264 |(3) 35-1058755 |DENNEY EXCAVATING INC. |LIMESTONE PRODUCTS, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-01347 4.000 EACH| 100.00000 400.00| 1.00000 4.00| 10.00000 40.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE , PARCEL NO. 99 | | | 0002 202-03000 LUMP| 4000.00000 4000.00| 4980.00000 4980.00| 5490.00000 5490.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 100 | | | 0003 202-03000 LUMP| 4000.00000 4000.00| 3600.00000 3600.00| 4525.00000 4525.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 101 | | | 0004 202-03000 LUMP| 200.00000 200.00| 650.00000 650.00| 7500.00000 7500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 99 | | | 0005 621-06559 5000.000 SYS | 0.79000 3950.00| 0.54000 2700.00| 0.50000 2500.00 MULCHED SEEDING, R | | | 0006 202-05823 2.000 EACH| 1650.00000 3300.00| 1750.00000 3500.00| 1000.00000 2000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GALLONS CAPACITY | | | 0007 202-04357 3.000 EACH| 2670.00000 8010.00| 3150.00000 9450.00| 1630.00000 4890.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, 3000 THROUGH 6000 GALLONS | | | CAPACITY | | | 0008 202-05545 200.000 CYS | 35.00000 7000.00| 41.00000 8200.00| 44.00000 8800.00 REGULATED MATERIALS, DISPOSE, C | | | 0009 202-05550 200.000 CYS | 1.50000 300.00| 2.00000 400.00| 2.20000 440.00 REGULATED MATERIALS, REMOVE, C | | | 0010 202-05555 200.000 CYS | 6.00000 1200.00| 5.85000 1170.00| 6.20000 1240.00 REGULATED MATERIALS, TRANSPORT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 275 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 88,503.59 ROUTE : SR 1 CALL ORDER : 275 CONTRACT ID : R -26908-A COUNTIES : RANDOLPH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1815287 |(2) 35-1416264 |(3) 35-1058755 |DENNEY EXCAVATING INC. |LIMESTONE PRODUCTS, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-05571 27.000 EACH| 131.25000 3543.75| 230.00000 6210.00| 250.00000 6750.00 TESTING FOR WASTES , TPH(48 HOUR | | | RESULTS) | | | 0012 202-05571 10.000 EACH| 50.00000 500.00| 230.00000 2300.00| 250.00000 2500.00 TESTING FOR WASTES (WATER), BTEX-MTBE | | | 0013 202-05549 450.000 GAL | 1.50000 675.00| 1.12000 504.00| 1.20000 540.00 REGULATED MATERIALS, REMOVE, C , SLUDGE | | | 0014 202-05554 450.000 GAL | 1.50000 675.00| 0.43000 193.50| 0.45000 202.50 REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE | | | 0015 202-05544 450.000 GAL | 1.61000 724.50| 5.40000 2430.00| 7.00000 3150.00 REGULATED MATERIALS, DISPOSE, C , SLUDGE| | | 0016 203-02000 550.000 CYS | 12.50000 6875.00| 1.50000 825.00| 10.00000 5500.00 EXCAVATION, COMMON | | | 0017 621-01004 1.000 EACH| 500.00000 500.00| 250.00000 250.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 45,853.25| $ 47,366.50| $ 56,667.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 45,853.25| $ 47,366.50| $ 56,667.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 275 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 88,503.59 ROUTE : SR 1 CALL ORDER : 275 CONTRACT ID : R -26908-A COUNTIES : RANDOLPH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 | | |HERITAGE INDUSTRIAL SERVICES| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-01347 4.000 EACH| 2000.00000 8000.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE , PARCEL NO. 99 | | | 0002 202-03000 LUMP| 6430.00000 6430.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 100 | | | 0003 202-03000 LUMP| 9300.00000 9300.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 101 | | | 0004 202-03000 LUMP| 1100.00000 1100.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 99 | | | 0005 621-06559 5000.000 SYS | 0.60000 3000.00| | MULCHED SEEDING, R | | | 0006 202-05823 2.000 EACH| 3000.00000 6000.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GALLONS CAPACITY | | | 0007 202-04357 3.000 EACH| 2500.00000 7500.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, 3000 THROUGH 6000 GALLONS | | | CAPACITY | | | 0008 202-05545 200.000 CYS | 25.50000 5100.00| | REGULATED MATERIALS, DISPOSE, C | | | 0009 202-05550 200.000 CYS | 25.50000 5100.00| | REGULATED MATERIALS, REMOVE, C | | | 0010 202-05555 200.000 CYS | 10.50000 2100.00| | REGULATED MATERIALS, TRANSPORT, C | | | 0011 202-05571 27.000 EACH| 135.00000 3645.00| | TESTING FOR WASTES , TPH(48 HOUR | | | RESULTS) | | | 0012 202-05571 10.000 EACH| 40.00000 400.00| | TESTING FOR WASTES (WATER), BTEX-MTBE | | | 0013 202-05549 450.000 GAL | 2.10000 945.00| | REGULATED MATERIALS, REMOVE, C , SLUDGE | | | 0014 202-05554 450.000 GAL | 1.20000 540.00| | REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE | | | 0015 202-05544 450.000 GAL | 0.60000 270.00| | REGULATED MATERIALS, DISPOSE, C , SLUDGE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 275 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 88,503.59 ROUTE : SR 1 CALL ORDER : 275 CONTRACT ID : R -26908-A COUNTIES : RANDOLPH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2031359 | | |HERITAGE INDUSTRIAL SERVICES| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 203-02000 550.000 CYS | 5.00000 2750.00| | EXCAVATION, COMMON | | | 0017 621-01004 1.000 EACH| 620.00000 620.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 62,800.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 62,800.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 279 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 90,449.77 ROUTE : 36 CALL ORDER : 279 CONTRACT ID : R -26910-A COUNTIES : HANCOCK LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/03/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS CORP. $ 45,097.76 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 45,564.70 101.0353% 3 35-1815287 DENNEY EXCAVATING INC. $ 49,799.57 110.4258% 4 35-1874009 HAUER EXCAVATING $ 52,944.52 117.3994% 5 35-1817574 YARDBERRY LANDSCAPE $ 72,049.30 159.7624% 6 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 82,200.00 182.2706% ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1128289 |(3) 35-1815287 |FOX CONTRACTORS CORP. |BEATY CONSTRUCTION, INC. |DENNEY EXCAVATING INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 37325.00000 37325.00| 42489.39000 42489.39| 44500.00000 44500.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 39 | | | 0002 202-94749 1511.000 LFT | 3.00000 4533.00| 0.05000 75.55| 1.50000 2266.50 CURB, ASPHALT, REMOVE | | | 0003 621-06559 3333.000 SYS | 0.72000 2399.76| 0.72000 2399.76| 0.79000 2633.07 MULCHED SEEDING, R | | | 0004 802-76085 1.000 EACH| 525.00000 525.00| 300.00000 300.00| 100.00000 100.00 SIGN SUPPORT, WOOD | | | 0005 621-01004 1.000 EACH| 315.00000 315.00| 300.00000 300.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 45,097.76| $ 45,564.70| $ 49,799.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 45,097.76| $ 45,564.70| $ 49,799.57 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 279 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 90,449.77 ROUTE : 36 CALL ORDER : 279 CONTRACT ID : R -26910-A COUNTIES : HANCOCK LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1874009 |(5) 35-1817574 |(6) 35-2031359 |HAUER EXCAVATING |YARDBERRY LANDSCAPE |HERITAGE INDUSTRIAL SERVICES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 47656.00000 47656.00| 62000.00000 62000.00| 74989.40000 74989.40 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 39 | | | 0002 202-94749 1511.000 LFT | 2.00000 3022.00| 4.50000 6799.50| 2.50000 3777.50 CURB, ASPHALT, REMOVE | | | 0003 621-06559 3333.000 SYS | 0.44000 1466.52| 0.60000 1999.80| 0.70000 2333.10 MULCHED SEEDING, R | | | 0004 802-76085 1.000 EACH| 300.00000 300.00| 500.00000 500.00| 800.00000 800.00 SIGN SUPPORT, WOOD | | | 0005 621-01004 1.000 EACH| 500.00000 500.00| 750.00000 750.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 52,944.52| $ 72,049.30| $ 82,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 52,944.52| $ 72,049.30| $ 82,200.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 289 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 805,611.27 ROUTE : SR 9 CALL ORDER : 289 CONTRACT ID : RS-26375-A COUNTIES : SHELBY LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1771008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 762,300.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 896,800.00 117.6439% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |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| 2750.00000 2750.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1300.00000 3900.00| 2200.00000 6600.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 26000.00000 26000.00| 40886.21000 40886.21| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 20864.000 SYS | 1.12000 23367.68| 1.70000 35468.80| SURFACE MILLING, ASPHALT , 1" | | | 0005 303-01180 1257.000 TON | 18.90000 23757.30| 24.00000 30168.00| COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07490 204.500 TON | 103.00000 21063.50| 100.00000 20450.00| HMA PATCHING, TYPE B | | | 0007 401-07328 13660.000 TON | 37.50000 512250.00| 44.00000 601040.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0008 406-05520 41.000 TON | 185.00000 7585.00| 200.00000 8200.00| ASPHALT FOR TACK COAT | | | 0009 610-07487 1262.000 TON | 71.00000 89602.00| 70.00000 88340.00| HMA FOR APPROACHES, TYPE B | | | 0010 615-06525 2.000 EACH| 300.00000 600.00| 400.00000 800.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0011 615-06527 2.000 EACH| 300.00000 600.00| 850.00000 1700.00| MONUMENT, SECTION CORNER | | | 0012 720-44000 19.000 EACH| 300.00000 5700.00| 425.00000 8075.00| CASTING, ADJUST TO GRADE | | | 0013 801-06207 7406.000 LFT | 0.75000 5554.50| 1.10000 8146.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 80.000 EACH| 55.00000 4400.00| 57.00000 4560.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 289 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 805,611.27 ROUTE : SR 9 CALL ORDER : 289 CONTRACT ID : RS-26375-A COUNTIES : SHELBY LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 22843.58000 22843.58| 24000.00000 24000.00| MAINTAINING TRAFFIC | | | 0016 808-06712 8554.000 LFT | 0.08000 684.32| 0.09000 769.86| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0017 808-06713 99054.000 LFT | 0.08000 7924.32| 0.08000 7924.32| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0018 808-06714 39845.000 LFT | 0.08000 3187.60| 0.08000 3187.60| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0019 808-06721 61.000 LFT | 1.00000 61.00| 0.01000 0.61| TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. | | | 0020 808-75297 72.000 LFT | 5.10000 367.20| 5.25000 378.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 808-75320 1.000 EACH| 102.00000 102.00| 105.00000 105.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | SECTION TOTALS | $ 762,300.00| $ 896,800.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 762,300.00| $ 896,800.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 299 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 645,642.34 ROUTE : 32 CALL ORDER : 299 CONTRACT ID : RS-26384-A COUNTIES : RANDOLPH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1004011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 478,612.66 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 605,440.44 126.4990% ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 | |L I C A CONSTRUCTION |BROOKS 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| 2820.00000 2820.00| 10.00000 10.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1500.00000 4500.00| 10.00000 30.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 23440.00000 23440.00| 30250.00000 30250.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 5732.000 SYS | 1.65000 9457.80| 0.94000 5388.08| SURFACE MILLING, ASPHALT | | | 0005 303-01180 1142.000 TON | 15.70000 17929.40| 26.00000 29692.00| COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07490 129.000 TON | 80.35000 10365.15| 95.50000 12319.50| HMA PATCHING, TYPE B | | | 0007 401-07322 11725.000 TON | 28.00000 328300.00| 40.50000 474862.50| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0008 406-05520 34.500 TON | 150.00000 5175.00| 1.00000 34.50| ASPHALT FOR TACK COAT | | | 0009 610-07487 735.000 TON | 49.00000 36015.00| 44.00000 32340.00| HMA FOR APPROACHES, TYPE B | | | 0010 615-06525 13.000 EACH| 150.00000 1950.00| 1.00000 13.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0011 801-06207 6266.000 LFT | 0.80000 5012.80| 0.01000 62.66| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 42.000 EACH| 65.00000 2730.00| 70.00000 2940.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 11250.00000 11250.00| 62.25000 62.25| MAINTAINING TRAFFIC | | | 0014 808-01226 614.000 EACH| 12.50000 7675.00| 12.50000 7675.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 299 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 645,642.34 ROUTE : 32 CALL ORDER : 299 CONTRACT ID : RS-26384-A COUNTIES : RANDOLPH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1065659 | |L I C A CONSTRUCTION |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06712 10030.000 LFT | 0.07000 702.10| 0.08000 802.40| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0016 808-06713 81080.000 LFT | 0.07000 5675.60| 0.07000 5675.60| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0017 808-06714 22533.000 LFT | 0.07000 1577.31| 0.07000 1577.31| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 808-75078 1230.000 LFT | 1.00000 1230.00| 0.40000 492.00| TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0019 808-75297 24.000 LFT | 5.00000 120.00| 6.50000 156.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0020 808-75320 8.000 EACH| 62.00000 496.00| 55.50000 444.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0021 808-75325 9.000 EACH| 90.00000 810.00| 67.50000 607.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0022 808-75996 614.000 EACH| 2.25000 1381.50| 0.01000 6.14| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 478,612.66| $ 605,440.44| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 478,612.66| $ 605,440.44| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 303 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,260,330.86 ROUTE : US 35 CALL ORDER : 303 CONTRACT ID : RS-26386-A COUNTIES : DELAWARE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1081013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,727,675.77 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,840,004.85 106.5017% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS 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| 10000.00000 10000.00| 4560.00000 4560.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 3200.00000 9600.00| 1750.00000 5250.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 86000.00000 86000.00| 91900.00000 91900.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 370107.000 SYS | 0.32000 118434.24| 0.01000 3701.07| SURFACE MILLING, ASPHALT | | | 0005 303-01180 1442.000 TON | 27.00000 38934.00| 38.00000 54796.00| COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07490 200.000 TON | 85.00000 17000.00| 75.62000 15124.00| HMA PATCHING, TYPE B | | | 0007 401-07328 28653.000 TON | 36.00000 1031508.00| 40.00000 1146120.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0008 406-05520 85.000 TON | 183.00000 15555.00| 145.00000 12325.00| ASPHALT FOR TACK COAT | | | 0009 606-07484 106960.000 LFT | 0.20000 21392.00| 0.07000 7487.20| MILLED HMA SHOULDER CORRUGATIONS | | | 0010 610-07487 1881.000 TON | 56.00000 105336.00| 58.19000 109455.39| HMA FOR APPROACHES, TYPE B | | | 0011 615-06525 1.000 EACH| 600.00000 600.00| 257.30000 257.30| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0012 720-44000 3.000 EACH| 460.00000 1380.00| 389.50000 1168.50| CASTING, ADJUST TO GRADE | | | 0013 725-06858 701.500 LFT | 58.42000 40981.63| 58.42000 40981.63| PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0014 725-06861 503.500 LFT | 75.90000 38215.65| 75.90000 38215.65| PIPE LINER, THERMOPLASTIC, AREA 6.5 SFT | | | 0015 725-06872 348.500 LFT | 61.80000 21537.30| 61.80000 21537.30| PIPE LINER, THERMOPLASTIC, 42 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 303 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,260,330.86 ROUTE : US 35 CALL ORDER : 303 CONTRACT ID : RS-26386-A COUNTIES : DELAWARE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 725-07648 569.000 LFT | 63.05000 35875.45| 63.05000 35875.45| PIPE LINER, THERMOPLASTIC, AREA 4.5 SFT.| | | 0017 801-06207 25758.000 LFT | 0.20000 5151.60| 3.00000 77274.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 30.000 EACH| 90.00000 2700.00| 85.00000 2550.00| CONSTRUCTION SIGN, A | | | 0019 801-06710 60.000 DAY | 20.00000 1200.00| 16.00000 960.00| FLASHING ARROW SIGN | | | 0020 801-06775 LUMP| 44000.00000 44000.00| 99494.00000 99494.00| MAINTAINING TRAFFIC | | | 0021 805-02328 2760.000 LFT | 0.20000 552.00| 0.20000 552.00| SIGNAL CABLE, 1C 14GA. | | | 0022 805-78795 960.000 LFT | 8.00000 7680.00| 6.00000 5760.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0023 808-01329 6.000 EACH| 105.00000 630.00| 85.00000 510.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY RAMP ARROW | | | 0024 808-06701 7203.000 LFT | 2.40000 17287.20| 0.22000 1584.66| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0025 808-06703 103265.000 LFT | 0.14000 14457.10| 0.22000 22718.30| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0026 808-06705 15370.000 LFT | 1.20000 18444.00| 1.00000 15370.00| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0027 808-75245 103265.000 LFT | 0.14000 14457.10| 0.01000 1032.65| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0028 808-75270 3695.000 LFT | 0.50000 1847.50| 2.25000 8313.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 22 IN. | | | 0029 808-75272 4045.000 LFT | 0.50000 2022.50| 3.00000 12135.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0030 808-75274 945.000 LFT | 1.50000 1417.50| 1.00000 945.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0031 808-75297 320.000 LFT | 4.00000 1280.00| 3.00000 960.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0032 808-75320 17.000 EACH| 100.00000 1700.00| 48.00000 816.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 303 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,260,330.86 ROUTE : US 35 CALL ORDER : 303 CONTRACT ID : RS-26386-A COUNTIES : DELAWARE LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-75325 5.000 EACH| 100.00000 500.00| 55.00000 275.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,727,675.77| $ 1,840,004.85| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,727,675.77| $ 1,840,004.85| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 307 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 254,274.52 ROUTE : NUS 35 CALL ORDER : 307 CONTRACT ID : RS-26388-B COUNTIES : HOWARD LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1471005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0524595 MOHR CONSTRUCTION CO $ 255,294.35 100.0000% ==================================================================================================================================== |(1) 35-0524595 | | |MOHR CONSTRUCTION CO | | 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| 2500.00000 2500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 1.000 MOS | 3000.00000 3000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 20000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 25305.000 SYS | 2.10000 53140.50| | SURFACE MILLING, ASPHALT , 1 1/2" | | | 0005 304-07490 304.000 TON | 91.00000 27664.00| | HMA PATCHING, TYPE B | | | 0006 401-07334 2032.200 TON | 51.00000 103642.20| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0007 406-05520 5.800 TON | 199.00000 1154.20| | ASPHALT FOR TACK COAT | | | 0008 406-06466 6489.000 LFT | 1.42000 9214.38| | POLYMERIC ASPHALT JOINT TAPE | | | 0009 610-07487 55.500 TON | 82.00000 4551.00| | HMA FOR APPROACHES, TYPE B | | | 0010 801-06207 1747.000 LFT | 1.12000 1956.64| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0011 801-06640 22.000 EACH| 86.00000 1892.00| | CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 13050.00000 13050.00| | MAINTAINING TRAFFIC | | | 0013 805-02328 1800.000 LFT | 1.04000 1872.00| | SIGNAL CABLE, 1C 14GA. | | | 0014 805-78795 450.000 LFT | 10.12000 4554.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0015 808-06694 464.000 LFT | 1.30000 603.20| | LINE, PAINT, SOLID, YELLOW, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 307 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 254,274.52 ROUTE : NUS 35 CALL ORDER : 307 CONTRACT ID : RS-26388-B COUNTIES : HOWARD LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 | | |MOHR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-06711 1360.000 LFT | 0.12000 163.20| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0017 808-06713 5888.000 LFT | 0.12000 706.56| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0018 808-06714 6140.000 LFT | 0.12000 736.80| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0019 808-75078 492.000 LFT | 1.96000 964.32| | TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0020 808-75297 177.000 LFT | 4.30000 761.10| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 808-75320 16.000 EACH| 63.25000 1012.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0022 808-75325 25.000 EACH| 86.25000 2156.25| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 255,294.35| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 255,294.35| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 313 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 606,474.60 ROUTE : SR 44 CALL ORDER : 313 CONTRACT ID : RS-26393-A COUNTIES : RUSH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0686006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 588,200.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 667,400.00 113.4648% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |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| 4000.00000 4000.00| 5700.00000 5700.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1200.00000 7200.00| 2200.00000 13200.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 29000.00000 29000.00| 36198.66000 36198.66| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02264 1.000 EACH| 1500.00000 1500.00| 1450.00000 1450.00| TREE, 42 IN., REMOVE | | | 0005 202-52710 174.000 SYS | 12.50000 2175.00| 15.00000 2610.00| SIDEWALK, CONCRETE, REMOVE | | | 0006 202-60820 11658.000 SYS | 1.10000 12823.80| 1.50000 17487.00| SURFACE MILLING, ASPHALT , 1" | | | 0007 202-91922 1.000 EACH| 500.00000 500.00| 520.00000 520.00| STUMP, REMOVE | | | 0008 211-07454 590.000 CYS | 10.00000 5900.00| 21.00000 12390.00| STRUCTURE BACKFILL | | | 0009 303-01180 652.000 TON | 24.00000 15648.00| 30.00000 19560.00| COMPACTED AGGREGATE, NO. 53 | | | 0010 304-07489 100.000 TON | 100.00000 10000.00| 100.00000 10000.00| HMA PATCHING, TYPE A | | | 0011 401-07321 10323.000 TON | 34.25000 353562.75| 39.00000 402597.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0012 406-05520 30.000 TON | 175.00000 5250.00| 200.00000 6000.00| ASPHALT FOR TACK COAT | | | 0013 604-91531 199.000 SYS | 62.00000 12338.00| 46.00000 9154.00| SIDEWALK, CONCRETE, 4 IN. | | | 0014 610-07486 381.000 TON | 100.00000 38100.00| 76.00000 28956.00| HMA FOR APPROACHES, TYPE A | | | 0015 621-01004 1.000 EACH| 625.00000 625.00| 300.00000 300.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 313 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 606,474.60 ROUTE : SR 44 CALL ORDER : 313 CONTRACT ID : RS-26393-A COUNTIES : RUSH LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 621-06559 206.000 SYS | 3.10000 638.60| 5.00000 1030.00| MULCHED SEEDING, R | | | 0017 715-05051 456.000 LFT | 34.00000 15504.00| 70.00000 31920.00| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0018 720-44000 2.000 EACH| 250.00000 500.00| 500.00000 1000.00| CASTING, ADJUST TO GRADE | | | 0019 720-45400 2.000 EACH| 1350.00000 2700.00| 2600.00000 5200.00| MANHOLE, A4 | | | 0020 801-06207 6490.000 LFT | 1.10000 7139.00| 1.15000 7463.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 26.000 EACH| 80.00000 2080.00| 78.00000 2028.00| CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 26236.01000 26236.01| 18000.00000 18000.00| MAINTAINING TRAFFIC | | | 0023 808-06712 5960.000 LFT | 0.09000 536.40| 0.09000 536.40| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0024 808-06713 71156.000 LFT | 0.09000 6404.04| 0.09000 6404.04| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0025 808-06714 41060.000 LFT | 0.09000 3695.40| 0.09000 3695.40| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0026 808-75996 960.000 EACH| 6.00000 5760.00| 6.00000 5760.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-75998 960.000 EACH| 19.15000 18384.00| 19.00000 18240.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 588,200.00| $ 667,400.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 588,200.00| $ 667,400.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 319 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 995,574.00 ROUTE : SR 109 CALL ORDER : 319 CONTRACT ID : RS-26396-A COUNTIES : HANCOCK HENRY LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1871011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 879,600.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 896,000.00 101.8644% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,040,000.00 118.2355% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2600.00000 2600.00| 7000.00000 7000.00| 5800.00000 5800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1250.00000 5000.00| 2200.00000 8800.00| 2200.00000 8800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 44700.00000 44700.00| 53573.14000 53573.14 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 181626.000 SYS | 0.50000 90813.00| 0.54000 98078.04| 0.65000 118056.90 SURFACE MILLING, ASPHALT , 1" | | | 0005 304-07490 225.000 TON | 105.00000 23625.00| 115.00000 25875.00| 115.00000 25875.00 HMA PATCHING, TYPE B | | | 0006 401-07328 13696.000 TON | 38.50000 527296.00| 38.00000 520448.00| 44.00000 602624.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0007 406-05520 43.500 TON | 180.00000 7830.00| 185.00000 8047.50| 200.00000 8700.00 ASPHALT FOR TACK COAT | | | 0008 610-07487 2016.000 TON | 74.00000 149184.00| 50.00000 100800.00| 76.00000 153216.00 HMA FOR APPROACHES, TYPE B | | | 0009 615-06525 2.000 EACH| 275.00000 550.00| 235.00000 470.00| 400.00000 800.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0010 720-44000 14.000 EACH| 275.00000 3850.00| 415.00000 5810.00| 425.00000 5950.00 CASTING, ADJUST TO GRADE | | | 0011 801-06207 6826.000 LFT | 0.75000 5119.50| 1.10000 7508.60| 1.10000 7508.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 70.000 EACH| 51.00000 3570.00| 50.00000 3500.00| 52.00000 3640.00 CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 26023.70000 26023.70| 55914.80000 55914.80| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0014 808-06712 9765.000 LFT | 0.10000 976.50| 0.10000 976.50| 0.11000 1074.15 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 319 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 995,574.00 ROUTE : SR 109 CALL ORDER : 319 CONTRACT ID : RS-26396-A COUNTIES : HANCOCK HENRY LETTING DATE : 04/22/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06713 100645.000 LFT | 0.06000 6038.70| 0.06000 6038.70| 0.07000 7045.15 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0016 808-06714 29200.000 LFT | 0.06000 1752.00| 0.06000 1752.00| 0.07000 2044.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0017 808-06721 86.000 LFT | 1.00000 86.00| 0.01000 0.86| 0.01000 0.86 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. | | | 0018 808-75297 36.000 LFT | 5.10000 183.60| 5.00000 180.00| 5.20000 187.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0019 808-75320 1.000 EACH| 102.00000 102.00| 100.00000 100.00| 105.00000 105.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | SECTION TOTALS | $ 879,600.00| $ 896,000.00| $ 1,040,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 879,600.00| $ 896,000.00| $ 1,040,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 325 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,882,403.13 ROUTE : 12 CALL ORDER : 325 CONTRACT ID : RS-26534-A COUNTIES : PORTER LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5664003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,062,784.51 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 2,067,484.36 100.2278% 3 35-1035700 BUCKO CONSTRUCTION $ 2,374,596.48 115.1160% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACING | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 18500.00000 18500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1500.00000 13500.00| 2000.00000 18000.00| 1500.00000 13500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 98000.00000 98000.00| 103000.00000 103000.00| 110000.00000 110000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 632.000 LFT | 3.50000 2212.00| 3.50000 2212.00| 3.50000 2212.00 GUARDRAIL, REMOVE | | | 0005 202-02928 2.000 EACH| 1650.00000 3300.00| 1675.00000 3350.00| 585.00000 1170.00 CATCH BASIN, REMOVE - DRYWELL | | | 0006 202-60820 203675.000 SYS | 0.35000 71286.25| 0.38000 77396.50| 0.80000 162940.00 SURFACE MILLING, ASPHALT | | | 0007 202-93741 10.000 EACH| 120.00000 1200.00| 120.00000 1200.00| 120.00000 1200.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-04591 1.000 EACH| 1500.00000 1500.00| 1200.00000 1200.00| 570.00000 570.00 DRYWELL, CLEAN OUT | | | 0009 303-07449 6000.000 TON | 15.00000 90000.00| 12.00000 72000.00| 19.50000 117000.00 COMPACTED AGGREGATE, NO. 73 | | | 0010 304-07491 200.000 TON | 40.00000 8000.00| 140.00000 28000.00| 150.00000 30000.00 HMA PATCHING, TYPE C | | | 0011 401-06264 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0012 401-07334 16413.900 TON | 41.50000 681176.85| 40.00000 656556.00| 43.00000 705797.70 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm - SMA | | | 0013 401-07398 24785.000 TON | 30.60000 758421.00| 27.00000 669195.00| 30.75000 762138.75 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0014 406-05520 100.000 TON | 150.00000 15000.00| 250.00000 25000.00| 348.00000 34800.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 325 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,882,403.13 ROUTE : 12 CALL ORDER : 325 CONTRACT ID : RS-26534-A COUNTIES : PORTER LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-01846 3.000 EACH| 1650.00000 4950.00| 1650.00000 4950.00| 1650.00000 4950.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0016 601-94689 5.000 EACH| 2100.00000 10500.00| 2100.00000 10500.00| 2100.00000 10500.00 GUARDRAIL END TREATMENT, OS | | | 0017 601-94690 2.000 EACH| 3275.00000 6550.00| 3275.00000 6550.00| 3275.00000 6550.00 GUARDRAIL END TREATMENT, MS | | | 0018 601-97774 2.000 EACH| 775.00000 1550.00| 775.00000 1550.00| 775.00000 1550.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0019 601-97803 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0020 601-99105 602.000 LFT | 10.00000 6020.00| 10.00000 6020.00| 10.00000 6020.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 606-07484 1500.000 LFT | 3.00000 4500.00| 1.50000 2250.00| 2.25000 3375.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0022 610-07488 3500.000 TON | 25.00000 87500.00| 43.80000 153300.00| 37.75000 132125.00 HMA FOR APPROACHES, TYPE C | | | 0023 615-06527 3.000 EACH| 465.00000 1395.00| 200.00000 600.00| 465.00000 1395.00 MONUMENT, SECTION CORNER | | | 0024 720-04815 3.000 EACH| 20000.00000 60000.00| 15000.00000 45000.00| 28400.00000 85200.00 DRYWELL | | | 0025 720-44000 20.000 EACH| 250.00000 5000.00| 225.00000 4500.00| 250.00000 5000.00 CASTING, ADJUST TO GRADE | | | 0026 801-06203 5839.000 LFT | 1.50000 8758.50| 0.35000 2043.65| 0.28000 1634.92 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0027 801-06207 5839.000 LFT | 1.50000 8758.50| 0.75000 4379.25| 1.10000 6422.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0028 801-06640 60.000 EACH| 80.00000 4800.00| 80.00000 4800.00| 86.25000 5175.00 CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 5000.00000 5000.00| 60000.00000 60000.00| 47260.00000 47260.00 MAINTAINING TRAFFIC | | | 0030 805-02328 1120.000 LFT | 0.10000 112.00| 0.60000 672.00| 0.10000 112.00 SIGNAL CABLE, 1C 14GA. | | | 0031 805-78795 1120.000 LFT | 7.00000 7840.00| 8.15000 9128.00| 8.34000 9340.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0032 805-92951 5.000 EACH| 250.00000 1250.00| 265.00000 1325.00| 250.00000 1250.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0033 808-06701 3130.000 LFT | 0.23000 719.90| 0.23000 719.90| 0.23000 719.90 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 325 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,882,403.13 ROUTE : 12 CALL ORDER : 325 CONTRACT ID : RS-26534-A COUNTIES : PORTER LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-06703 126748.000 LFT | 0.23000 29152.04| 0.23000 29152.04| 0.23000 29152.04 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0035 808-75240 8680.000 LFT | 0.23000 1996.40| 0.23000 1996.40| 0.23000 1996.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0036 808-75245 70509.000 LFT | 0.23000 16217.07| 0.23000 16217.07| 0.23000 16217.07 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0037 808-75297 195.000 LFT | 3.20000 624.00| 3.50000 682.50| 3.20000 624.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0038 808-75320 6.000 EACH| 65.00000 390.00| 60.00000 360.00| 65.00000 390.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0039 808-75325 4.000 EACH| 70.00000 280.00| 85.00000 340.00| 70.00000 280.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0040 808-75340 2.000 EACH| 325.00000 650.00| 365.00000 730.00| 325.00000 650.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0041 808-75996 1299.000 EACH| 7.00000 9093.00| 1.95000 2533.05| 4.00000 5196.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 808-75998 1299.000 EACH| 18.00000 23382.00| 24.00000 31176.00| 18.00000 23382.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0043 105-04655 6.000 MOS | 200.00000 1200.00| 150.00000 900.00| 300.00000 1800.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | SECTION TOTALS | $ 2,062,784.51| $ 2,067,484.36| $ 2,374,596.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,062,784.51| $ 2,067,484.36| $ 2,374,596.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 335 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,944,265.37 ROUTE : 25 CALL ORDER : 335 CONTRACT ID : RS-26539-A COUNTIES : FULTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/21/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5125002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 3,466,114.13 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 3,495,931.22 100.8602% 3 35-1139301 E & B PAVING, INC. $ 3,506,696.96 101.1708% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-1139301 |BROOKS CONSTRUCTION |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 10275.00000 10275.00| 23000.00000 23000.00| 14500.00000 14500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1480.00000 17760.00| 1350.00000 16200.00| 1900.00000 22800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 173000.00000 173000.00| 173000.00000 173000.00| 175330.00000 175330.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-90788 LUMP| 1000.00000 1000.00| 250.00000 250.00| 2800.00000 2800.00 DEBRIS, REMOVE | | | 0005 202-02241 4400.500 LFT | 2.10000 9241.05| 2.10000 9241.05| 2.10000 9241.05 GUARDRAIL, REMOVE | | | 0006 202-02271 48.000 EACH| 200.00000 9600.00| 250.00000 12000.00| 300.00000 14400.00 HEADWALL, REMOVE | | | 0007 202-02279 2341.000 LFT | 2.90000 6788.90| 3.60000 8427.60| 4.00000 9364.00 CURB AND GUTTER, REMOVE | | | 0008 202-52710 26.000 SYS | 13.80000 358.80| 7.00000 182.00| 19.00000 494.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 121000.000 SYS | 0.40000 48400.00| 0.55000 66550.00| 0.17000 20570.00 SURFACE MILLING, ASPHALT | | | 0010 202-93741 16.000 EACH| 210.00000 3360.00| 210.00000 3360.00| 210.00000 3360.00 GUARD RAIL END TREATMENT, REMOVE | | | 0011 202-96133 221.000 LFT | 3.25000 718.25| 3.15000 696.15| 8.00000 1768.00 PIPE, REMOVE | | | 0012 203-02000 12520.000 CYS | 9.50000 118940.00| 6.80000 85136.00| 15.00000 187800.00 EXCAVATION, COMMON | | | 0013 203-02070 8000.000 CYS | 0.01000 80.00| 0.01000 80.00| 13.85000 110800.00 BORROW | | | 0014 203-02080 9.000 MILE| 3050.00000 27450.00| 3000.00000 27000.00| 1680.00000 15120.00 LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 335 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,944,265.37 ROUTE : 25 CALL ORDER : 335 CONTRACT ID : RS-26539-A COUNTIES : FULTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-1139301 |BROOKS CONSTRUCTION |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 207-07500 10900.000 SYS | 3.10000 33790.00| 3.10000 33790.00| 3.10000 33790.00 SUBGRADE TREATMENT, TYPE C | | | 0016 211-07454 88.000 CYS | 13.00000 1144.00| 10.00000 880.00| 28.00000 2464.00 STRUCTURE BACKFILL | | | 0017 303-04075 7700.000 TON | 12.50000 96250.00| 15.00000 115500.00| 13.00000 100100.00 COMPACTED AGGREGATE, O, 73 | | | 0018 304-07509 22500.000 TON | 31.35000 705375.00| 31.80000 715500.00| 21.00000 472500.00 WIDENING WITH QC/QA-HMA, 3, 64, BASE, | | | 25 mm | | | 0019 401-06264 LUMP| 6500.00000 6500.00| 5000.00000 5000.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0020 401-07322 13500.000 TON | 33.30000 449550.00| 34.00000 459000.00| 29.50000 398250.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0021 401-07334 700.000 TON | 42.00000 29400.00| 38.60000 27020.00| 40.00000 28000.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0022 401-07392 26250.000 TON | 26.85000 704812.50| 25.50000 669375.00| 26.00000 682500.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0023 401-07403 1200.000 TON | 31.80000 38160.00| 28.00000 33600.00| 29.00000 34800.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0024 401-07408 1400.000 TON | 30.25000 42350.00| 31.80000 44520.00| 39.00000 54600.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0025 401-07424 3400.000 TON | 30.20000 102680.00| 27.00000 91800.00| 39.00000 132600.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0026 401-07429 1450.000 TON | 38.00000 55100.00| 35.00000 50750.00| 32.00000 46400.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0027 406-05520 118.000 TON | 1.00000 118.00| 150.00000 17700.00| 125.00000 14750.00 ASPHALT FOR TACK COAT | | | 0028 601-01625 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-01700 2.000 EACH| 1700.00000 3400.00| 1700.00000 3400.00| 1700.00000 3400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-01701 2.000 EACH| 1700.00000 3400.00| 1700.00000 3400.00| 1700.00000 3400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0031 601-01839 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0032 601-01846 18.000 EACH| 1700.00000 30600.00| 1700.00000 30600.00| 1700.00000 30600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 335 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,944,265.37 ROUTE : 25 CALL ORDER : 335 CONTRACT ID : RS-26539-A COUNTIES : FULTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-1139301 |BROOKS CONSTRUCTION |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-01939 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED, 25 FT. 6 IN. RADIUS | | | 0034 601-02103 56.250 LFT | 13.40000 753.75| 13.40000 753.75| 13.40000 753.75 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0035 601-93346 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 100.00000 400.00 GUARD RAIL CONNECTOR, AS | | | 0036 601-05071 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0037 601-05585 2.000 EACH| 1700.00000 3400.00| 1700.00000 3400.00| 1700.00000 3400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 8 | | | 0038 601-94689 22.000 EACH| 1900.00000 41800.00| 2200.00000 48400.00| 1900.00000 41800.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-97774 3.000 EACH| 900.00000 2700.00| 900.00000 2700.00| 900.00000 2700.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0040 601-99105 11950.000 LFT | 8.50000 101575.00| 8.50000 101575.00| 8.50000 101575.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 601-99106 50.000 LFT | 14.40000 720.00| 14.40000 720.00| 14.40000 720.00 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0042 604-06070 26.000 SYS | 42.00000 1092.00| 37.00000 962.00| 47.00000 1222.00 SIDEWALK, CONCRETE | | | 0043 604-07092 1300.000 TON | 0.01000 13.00| 0.10000 130.00| 0.01000 13.00 BED COURSE MATERIAL | | | 0044 605-06140 2600.000 LFT | 7.50000 19500.00| 11.50000 29900.00| 12.00000 31200.00 CURB AND GUTTER, CONCRETE | | | 0045 610-07487 525.000 TON | 70.00000 36750.00| 65.00000 34125.00| 75.00000 39375.00 HMA FOR APPROACHES, TYPE B | | | 0046 611-95023 112.000 EACH| 90.00000 10080.00| 130.00000 14560.00| 175.00000 19600.00 MAILBOX ASSEMBLY, RESET | | | 0047 616-02320 525.000 SYS | 2.30000 1207.50| 3.00000 1575.00| 4.90000 2572.50 GEOTEXTILES | | | 0048 616-05688 50.000 TON | 41.00000 2050.00| 45.00000 2250.00| 52.00000 2600.00 RIPRAP, CLASS 1 | | | 0049 621-06559 4600.000 SYS | 2.00000 9200.00| 0.58000 2668.00| 0.58000 2668.00 MULCHED SEEDING, R | | | 0050 714-92875 LUMP| 50.00000 50.00| 1100.00000 1100.00| 2750.00000 2750.00 WINGWALL, RECONSTRUCT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 335 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,944,265.37 ROUTE : 25 CALL ORDER : 335 CONTRACT ID : RS-26539-A COUNTIES : FULTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-1139301 |BROOKS CONSTRUCTION |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 715-01662 250.000 LFT | 1.00000 250.00| 1.15000 287.50| 1.00000 250.00 PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0052 715-03293 78.000 LFT | 94.42000 7364.76| 126.50000 9867.00| 94.42000 7364.76 PIPE, POLYETHYLENE LINER, 48 IN | | | 0053 715-05019 67.000 LFT | 78.80000 5279.60| 175.00000 11725.00| 165.00000 11055.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0054 715-05048 2918.000 LFT | 4.60000 13422.80| 4.50000 13131.00| 6.00000 17508.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0055 715-05123 67.000 LFT | 71.00000 4757.00| 75.00000 5025.00| 155.00000 10385.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0056 715-05136 10.000 LFT | 260.00000 2600.00| 250.00000 2500.00| 390.00000 3900.00 PIPE, TYPE 1, CIRCULAR, 72 IN. EXTENSION| | | 0057 715-05168 94.000 LFT | 46.00000 4324.00| 15.00000 1410.00| 140.00000 13160.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0058 715-05595 145.000 LFT | 136.00000 19720.00| 80.00000 11600.00| 75.00000 10875.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0059 715-05597 18.000 LFT | 102.50000 1845.00| 85.00000 1530.00| 125.00000 2250.00 PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0060 715-46000 4.000 EACH| 176.50000 706.00| 230.00000 920.00| 175.00000 700.00 PIPE END SECTION, 12 IN. | | | 0061 715-46005 39.000 EACH| 288.50000 11251.50| 255.00000 9945.00| 185.00000 7215.00 PIPE END SECTION, 15 IN. | | | 0062 715-46010 1.000 EACH| 315.00000 315.00| 285.00000 285.00| 210.00000 210.00 PIPE END SECTION, 18 IN. | | | 0063 715-46020 4.000 EACH| 315.00000 1260.00| 415.00000 1660.00| 230.00000 920.00 PIPE END SECTION, 24 IN. | | | 0064 715-46040 2.000 EACH| 520.00000 1040.00| 560.00000 1120.00| 545.00000 1090.00 PIPE END SECTION, 36 IN. | | | 0065 715-96273 LUMP| 50.00000 50.00| 1100.00000 1100.00| 1875.00000 1875.00 HEADWALL, RECONSTRUCT | | | 0066 715-96913 138.000 LFT | 74.24000 10245.12| 90.00000 12420.00| 74.24000 10245.12 PIPE, POLYETHYLENE LINER, 36 IN. | | | 0067 718-52610 675.000 CYS | 1.00000 675.00| 22.00000 14850.00| 24.00000 16200.00 AGGREGATE FOR UNDERDRAINS | | | 0068 720-44000 9.000 EACH| 400.00000 3600.00| 300.00000 2700.00| 310.00000 2790.00 CASTING, ADJUST TO GRADE | | | 0069 720-44040 1.000 EACH| 500.00000 500.00| 430.00000 430.00| 425.00000 425.00 CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0070 720-45610 32.000 LFT | 100.00000 3200.00| 360.00000 11520.00| 410.00000 13120.00 STRUCTURE, CATCH BASIN, RECONSTRUCT | | | 0071 720-45615 7.000 LFT | 100.00000 700.00| 360.00000 2520.00| 370.00000 2590.00 STRUCTURE, INLET, RECONSTRUCT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 335 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,944,265.37 ROUTE : 25 CALL ORDER : 335 CONTRACT ID : RS-26539-A COUNTIES : FULTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-1139301 |BROOKS CONSTRUCTION |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-04308 10.000 EACH| 70.00000 700.00| 58.00000 580.00| 120.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06203 5300.000 LFT | 2.00000 10600.00| 1.00000 5300.00| 0.12000 636.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0074 801-06207 5300.000 LFT | 0.45000 2385.00| 1.10000 5830.00| 0.98000 5194.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0075 801-06625 24.000 EACH| 40.00000 960.00| 32.00000 768.00| 50.00000 1200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0076 801-06640 145.000 EACH| 70.00000 10150.00| 98.00000 14210.00| 75.00000 10875.00 CONSTRUCTION SIGN, A | | | 0077 801-06775 LUMP| 4000.00000 4000.00| 1000.00000 1000.00| 84490.00000 84490.00 MAINTAINING TRAFFIC | | | 0078 801-07118 84.000 LFT | 5.00000 420.00| 4.00000 336.00| 5.00000 420.00 BARRICADE, III-A | | | 0079 801-07119 56.000 LFT | 6.00000 336.00| 4.15000 232.40| 6.00000 336.00 BARRICADE, III-B | | | 0080 802-07058 21.000 EACH| 68.00000 1428.00| 68.00000 1428.00| 68.00000 1428.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0081 804-06740 69.000 EACH| 8.59000 592.71| 8.60000 593.40| 8.59000 592.71 DELINEATOR WITH POST, D2 | | | 0082 804-06771 1528.000 EACH| 17.76000 27137.28| 17.76000 27137.28| 17.76000 27137.28 DELINEATOR POST, FLEXIBLE | | | 0083 805-01836 60.000 LFT | 0.45000 27.00| 0.45000 27.00| 1.00000 60.00 SIGNAL CABLE DETECTOR, 2C 16GA., | | | SHIELDED, LEAD IN | | | 0084 805-02503 4800.000 LFT | 0.20000 960.00| 0.20000 960.00| 0.35000 1680.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0085 805-78795 1200.000 LFT | 8.00000 9600.00| 8.00000 9600.00| 8.00000 9600.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0086 805-92951 2.000 EACH| 325.00000 650.00| 325.00000 650.00| 125.00000 250.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0087 808-06713 97363.000 LFT | 0.08000 7789.04| 0.08000 7789.04| 0.08000 7789.04 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0088 808-75240 7940.000 LFT | 0.22000 1746.80| 0.25000 1985.00| 0.25000 1985.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0089 808-75245 41661.000 LFT | 0.22000 9165.42| 0.25000 10415.25| 0.25000 10415.25 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0090 808-75297 134.000 LFT | 4.00000 536.00| 2.75000 368.50| 2.75000 368.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 335 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,944,265.37 ROUTE : 25 CALL ORDER : 335 CONTRACT ID : RS-26539-A COUNTIES : FULTON LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-0997978 |(3) 35-1139301 |BROOKS CONSTRUCTION |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 808-75996 917.000 EACH| 2.55000 2338.35| 3.40000 3117.80| 4.50000 4126.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0092 808-75998 917.000 EACH| 17.00000 15589.00| 15.50000 14213.50| 15.50000 14213.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0093 611-05330 260.000 SYS | 38.15000 9919.00| 45.00000 11700.00| 48.00000 12480.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0094 301-07448 15090.000 TON | 13.30000 200697.00| 12.00000 181080.00| 12.10000 182589.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0095 202-93615 115.000 SYS | 13.80000 1587.00| 6.00000 690.00| 19.00000 2185.00 CONCRETE, REMOVE | | | 0096 611-06497 3.000 EACH| 120.00000 360.00| 130.00000 390.00| 130.00000 390.00 MAILBOX ASSEMBLY, SINGLE | | | 0097 202-06541 2.000 EACH| 180.00000 360.00| 130.00000 260.00| 520.00000 1040.00 REMOVE & RESET MAILBOX ASSEMBLY, | | | MULTIPLE BOXES | | | 0098 105-07577 6.000 MOS | 150.00000 900.00| 275.00000 1650.00| 190.00000 1140.00 CELLULAR SERVICE | | | 0099 214-07202 45720.000 SYS | 1.85000 84582.00| 2.15000 98298.00| 2.15000 98298.00 GEOGRID, I | | | SECTION TOTALS | $ 3,466,114.13| $ 3,495,931.22| $ 3,506,696.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,466,114.13| $ 3,495,931.22| $ 3,506,696.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 339 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,352,681.12 ROUTE : 23 CALL ORDER : 339 CONTRACT ID : RS-26541-A COUNTIES : ST. JOSEPH LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 537500F SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 995,348.10 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,024,560.16 102.9348% 3 35-1065659 BROOKS CONSTRUCTION $ 1,249,892.10 125.5733% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1065659 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BROOKS 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| 7000.00000 7000.00| 10000.00000 10000.00| 75775.00000 75775.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1500.00000 13500.00| 600.00000 5400.00| 1460.00000 13140.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 49000.00000 49000.00| 50000.00000 50000.00| 62500.00000 62500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 100.000 LFT | 5.00000 500.00| 3.00000 300.00| 7.00000 700.00 GUARDRAIL, REMOVE | | | 0005 202-02278 14000.000 LFT | 3.90000 54600.00| 3.75000 52500.00| 3.70000 51800.00 CURB, CONCRETE, REMOVE | | | 0006 202-02772 8.000 EACH| 150.00000 1200.00| 50.00000 400.00| 120.00000 960.00 CASTING, REMOVE | | | 0007 202-05441 2778.000 SYS | 12.30000 34169.40| 3.00000 8334.00| 10.00000 27780.00 GRIND CONCRETE PAVEMENT | | | 0008 202-52710 1000.000 SYS | 4.50000 4500.00| 10.00000 10000.00| 8.00000 8000.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 34116.000 SYS | 1.05000 35821.80| 1.10000 37527.60| 1.20000 40939.20 SURFACE MILLING, ASPHALT | | | 0010 202-91385 6.000 EACH| 300.00000 1800.00| 100.00000 600.00| 275.00000 1650.00 INLET, REMOVE | | | 0011 202-93741 3.000 EACH| 500.00000 1500.00| 700.00000 2100.00| 800.00000 2400.00 GUARD RAIL END TREATMENT, REMOVE | | | 0012 211-02050 300.000 CYS | 6.00000 1800.00| 18.00000 5400.00| 45.00000 13500.00 B BORROW | | | 0013 211-07454 100.000 CYS | 8.00000 800.00| 20.00000 2000.00| 10.00000 1000.00 STRUCTURE BACKFILL | | | 0014 303-07449 150.000 TON | 18.00000 2700.00| 20.00000 3000.00| 30.00000 4500.00 COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 339 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,352,681.12 ROUTE : 23 CALL ORDER : 339 CONTRACT ID : RS-26541-A COUNTIES : ST. JOSEPH LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1065659 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 304-07491 200.000 TON | 100.00000 20000.00| 100.00000 20000.00| 100.00000 20000.00 HMA PATCHING, TYPE C | | | 0016 401-06264 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0017 401-07328 5778.000 TON | 36.50000 210897.00| 38.00000 219564.00| 45.00000 260010.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0018 401-07398 4893.000 TON | 26.00000 127218.00| 31.00000 151683.00| 43.00000 210399.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0019 406-05520 26.260 TON | 300.00000 7878.00| 1.00000 26.26| 150.00000 3939.00 ASPHALT FOR TACK COAT | | | 0020 506-06333 50.000 SYS | 90.00000 4500.00| 140.00000 7000.00| 110.00000 5500.00 PCCP PATCHING, FULL DEPTH | | | 0021 604-06069 100.000 SYS | 44.00000 4400.00| 45.00000 4500.00| 50.00000 5000.00 CURB RAMP, CONCRETE | | | 0022 604-06070 1000.000 SYS | 30.00000 30000.00| 30.00000 30000.00| 29.00000 29000.00 SIDEWALK, CONCRETE | | | 0023 605-01870 13800.000 LFT | 8.00000 110400.00| 10.00000 138000.00| 8.00000 110400.00 CURB, CONCRETE, A | | | 0024 605-06120 300.000 LFT | 17.00000 5100.00| 17.50000 5250.00| 16.00000 4800.00 CURB, CONCRETE , C | | | 0026 615-06527 2.000 EACH| 165.00000 330.00| 325.00000 650.00| 225.00000 450.00 MONUMENT, SECTION CORNER | | | 0027 621-06574 200.000 SYS | 10.00000 2000.00| 10.00000 2000.00| 10.06000 2012.00 SODDING | | | 0028 720-44000 111.000 EACH| 300.00000 33300.00| 150.00000 16650.00| 350.00000 38850.00 CASTING, ADJUST TO GRADE | | | 0029 720-44020 3.000 EACH| 610.00000 1830.00| 450.00000 1350.00| 750.00000 2250.00 CASTING, 3, FURNISH AND ADJUST TO GRADE | | | 0030 720-45015 6.000 EACH| 1200.00000 7200.00| 1100.00000 6600.00| 2000.00000 12000.00 INLET, A8 | | | 0031 720-45615 15.000 LFT | 300.00000 4500.00| 400.00000 6000.00| 300.00000 4500.00 STRUCTURE, INLET, RECONSTRUCT | | | 0032 801-06203 1800.000 LFT | 0.14000 252.00| 0.15000 270.00| 0.40000 720.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0033 801-06207 1800.000 LFT | 2.00000 3600.00| 1.00000 1800.00| 0.90000 1620.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0034 801-06640 50.000 EACH| 90.00000 4500.00| 75.00000 3750.00| 90.00000 4500.00 CONSTRUCTION SIGN, A | | | 0035 801-06775 LUMP| 65000.00000 65000.00| 75000.00000 75000.00| 77500.00000 77500.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 339 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,352,681.12 ROUTE : 23 CALL ORDER : 339 CONTRACT ID : RS-26541-A COUNTIES : ST. JOSEPH LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1065659 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 805-02328 6920.000 LFT | 0.20000 1384.00| 0.20000 1384.00| 0.20000 1384.00 SIGNAL CABLE, 1C 14GA. | | | 0037 805-78795 6920.000 LFT | 6.50000 44980.00| 6.50000 44980.00| 6.50000 44980.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0038 805-92951 25.000 EACH| 300.00000 7500.00| 300.00000 7500.00| 300.00000 7500.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0039 808-03002 1250.000 LFT | 0.36000 450.00| 0.40000 500.00| 0.36000 450.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0040 808-03631 1000.000 LFT | 0.36000 360.00| 0.40000 400.00| 0.36000 360.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0041 808-03632 13120.000 LFT | 0.36000 4723.20| 0.40000 5248.00| 0.36000 4723.20 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0042 808-04896 1400.000 LFT | 0.36000 504.00| 0.40000 560.00| 0.36000 504.00 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0043 808-74805 903.000 LFT | 11.25000 10158.75| 13.20000 11919.60| 11.25000 10158.75 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0044 808-74807 10.000 EACH| 184.00000 1840.00| 102.50000 1025.00| 184.00000 1840.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0045 808-74808 4.000 EACH| 189.00000 756.00| 148.50000 594.00| 189.00000 756.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0046 808-74809 2.000 EACH| 730.00000 1460.00| 900.00000 1800.00| 730.00000 1460.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0047 808-75996 10.000 EACH| 6.00000 60.00| 6.00000 60.00| 15.00000 150.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-94455 1359.000 LFT | 4.05000 5503.95| 3.30000 4484.70| 4.05000 5503.95 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0049 610-07488 1289.000 TON | 48.00000 61872.00| 50.00000 64450.00| 52.00000 67028.00 HMA FOR APPROACHES, TYPE C | | | SECTION TOTALS | $ 995,348.10| $ 1,024,560.16| $ 1,249,892.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 995,348.10| $ 1,024,560.16| $ 1,249,892.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 349 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,187,348.00 ROUTE : SR 63 CALL ORDER : 349 CONTRACT ID : RS-26568-A COUNTIES : VERMILLION VIGO LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3384008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 2,208,827.31 100.0000% ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | 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| 2768.77000 2768.77| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 1379.70000 9657.90| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 108400.00000 108400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 321553.000 SYS | 0.70000 225087.10| | SURFACE MILLING, ASPHALT | | | 0005 303-04075 100.000 TON | 29.93000 2993.00| | COMPACTED AGGREGATE, O, 73 | | | 0006 304-07491 100.000 TON | 167.37000 16737.00| | HMA PATCHING, TYPE C | | | 0007 401-06264 LUMP| 21978.94000 21978.94| | PROFILOGRAPH, HMA | | | 0008 401-07329 24410.000 TON | 49.52000 1208783.20| | QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0010 404-05511 172597.000 SYS | 0.91000 157063.27| | SEAL COAT, 2 | | | 0011 406-05520 79.090 TON | 249.00000 19693.41| | ASPHALT FOR TACK COAT | | | 0012 610-07488 2320.000 TON | 91.35000 211932.00| | HMA FOR APPROACHES, TYPE C | | | 0013 801-01093 2.000 EACH| 525.00000 1050.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0014 801-06203 11299.000 LFT | 0.03000 338.97| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0015 801-06207 11299.000 LFT | 1.54000 17400.46| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 349 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,187,348.00 ROUTE : SR 63 CALL ORDER : 349 CONTRACT ID : RS-26568-A COUNTIES : VERMILLION VIGO LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 | | |WABASH VALLEY ASPHALT CO. LL| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06640 32.000 EACH| 77.00000 2464.00| | CONSTRUCTION SIGN, A | | | 0017 801-06710 140.000 DAY | 22.00000 3080.00| | FLASHING ARROW SIGN | | | 0018 801-06775 LUMP| 81600.00000 81600.00| | MAINTAINING TRAFFIC | | | 0019 802-03821 9.000 EACH| 262.50000 2362.50| | SIGN, SHEET WITH LEGEND | | | 0020 808-03002 415.000 LFT | 1.31000 543.65| | LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0021 808-03631 1652.000 LFT | 1.31000 2164.12| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0022 808-03632 1652.000 LFT | 1.31000 2164.12| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0023 808-06701 28919.000 LFT | 0.28000 8097.32| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0024 808-06713 115674.000 LFT | 0.08000 9253.92| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0025 808-06714 112981.000 LFT | 0.09000 10168.29| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0026 808-75320 2.000 EACH| 157.50000 315.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0027 808-75996 1471.000 EACH| 9.47000 13930.37| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0028 402-07452 1000.000 TON | 68.80000 68800.00| | HMA, TYPE C, WEDGE AND LEVEL | | | SECTION TOTALS | $ 2,208,827.31| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,208,827.31| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 359 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,177,330.18 ROUTE : 57 CALL ORDER : 359 CONTRACT ID : RS-26625-A COUNTIES : GIBSON PIKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0312041 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,733,100.00 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,743,500.00 100.3805% 3 35-0626844 RUDOLPH, J.H. & CO $ 2,839,995.50 103.9111% 4 35-1418333 ROGERS GROUP, INC. $ 3,165,429.88 115.8182% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 12000.00000 12000.00| 10100.00000 10100.00| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 2400.00000 24000.00| 1200.00000 12000.00| 1200.00000 12000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 136100.00000 136100.00| 124000.00000 124000.00| 140000.00000 140000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 50.000 LFT | 3.00000 150.00| 3.00000 150.00| 2.10000 105.00 GUARDRAIL, REMOVE | | | 0005 202-60820 246235.000 SYS | 0.21000 51709.35| 0.04000 9849.40| 0.35000 86182.25 SURFACE MILLING, ASPHALT | | | 0006 202-90043 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| 350.00000 1400.00 WINGWALL, REMOVE | | | 0007 202-93741 37.000 EACH| 175.00000 6475.00| 175.00000 6475.00| 400.00000 14800.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02000 680.000 CYS | 14.90000 10132.00| 14.90000 10132.00| 5.00000 3400.00 EXCAVATION, COMMON | | | 0009 205-06932 100.000 LFT | 8.45000 845.00| 15.46000 1546.00| 9.30000 930.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06937 50.000 LFT | 2.00000 100.00| 9.90000 495.00| 3.80000 190.00 TEMPORARY SILT FENCE | | | 0011 211-07454 61.000 CYS | 15.95000 972.95| 15.95000 972.95| 32.00000 1952.00 STRUCTURE BACKFILL | | | 0012 303-01180 325.000 TON | 20.00000 6500.00| 20.30000 6597.50| 40.00000 13000.00 COMPACTED AGGREGATE, NO. 53 | | | 0013 303-07449 8120.000 TON | 15.00000 121800.00| 15.00000 121800.00| 15.00000 121800.00 COMPACTED AGGREGATE, NO. 73 | | | 0014 304-07491 1078.000 TON | 148.00000 159544.00| 110.00000 118580.00| 95.00000 102410.00 HMA PATCHING, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 359 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,177,330.18 ROUTE : 57 CALL ORDER : 359 CONTRACT ID : RS-26625-A COUNTIES : GIBSON PIKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-06264 LUMP| 7500.00000 7500.00| 5600.00000 5600.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0016 401-07329 20390.000 TON | 43.50000 886965.00| 46.00000 937940.00| 44.00000 897160.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0017 401-07380 25305.000 TON | 33.50000 847717.50| 37.00000 936285.00| 36.00000 910980.00 QC/QA-HMA, 4, 70, INTERMEDIATE, 12.5 mm | | | 0018 401-07414 430.000 TON | 40.00000 17200.00| 42.00000 18060.00| 32.00000 13760.00 QC/QA-HMA, 4, 70, BASE, 25.0 mm | | | 0019 405-05517 110.000 TON | 260.00000 28600.00| 280.00000 30800.00| 260.00000 28600.00 ASPHALT FOR PRIME COAT | | | 0020 406-05520 126.000 TON | 200.00000 25200.00| 170.00000 21420.00| 185.00000 23310.00 ASPHALT FOR TACK COAT | | | 0021 601-94689 37.000 EACH| 1975.00000 73075.00| 1975.00000 73075.00| 2995.00000 110815.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 62.500 LFT | 12.00000 750.00| 12.00000 750.00| 12.00000 750.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 601-99132 2.000 EACH| 75.00000 150.00| 75.00000 150.00| 60.00000 120.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0024 610-07488 1785.000 TON | 69.00000 123165.00| 53.00000 94605.00| 75.00000 133875.00 HMA FOR APPROACHES, TYPE C | | | 0025 615-06525 1.000 EACH| 322.00000 322.00| 322.00000 322.00| 520.00000 520.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0026 616-02320 500.000 SYS | 1.75000 875.00| 1.75000 875.00| 4.00000 2000.00 GEOTEXTILES | | | 0027 616-06405 615.000 TON | 37.60000 23124.00| 37.60000 23124.00| 30.00000 18450.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 690.00000 690.00| 875.00000 875.00| 1150.00000 1150.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 350.000 SYS | 3.45000 1207.50| 2.20000 770.00| 3.80000 1330.00 MULCHED SEEDING, R | | | 0030 714-99346 12.000 LFT | 650.00000 7800.00| 650.00000 7800.00| 900.00000 10800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 2 FT. | | | 0031 715-01354 1305.000 LFT | 5.50000 7177.50| 5.50000 7177.50| 7.35000 9591.75 CLEAN EXISTING PIPE | | | 0032 715-05169 312.000 LFT | 35.75000 11154.00| 35.75000 11154.00| 20.00000 6240.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0033 715-05171 22.000 LFT | 35.00000 770.00| 35.00000 770.00| 65.00000 1430.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 359 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,177,330.18 ROUTE : 57 CALL ORDER : 359 CONTRACT ID : RS-26625-A COUNTIES : GIBSON PIKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-46005 1.000 EACH| 323.00000 323.00| 323.00000 323.00| 285.00000 285.00 PIPE END SECTION, 15 IN. | | | 0035 715-46010 2.000 EACH| 345.00000 690.00| 346.00000 692.00| 300.00000 600.00 PIPE END SECTION, 18 IN. | | | 0036 801-06203 13715.000 LFT | 0.40000 5486.00| 0.50000 6857.50| 1.00000 13715.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0037 801-06207 6970.000 LFT | 1.05000 7318.50| 1.05000 7318.50| 1.50000 10455.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 83.000 EACH| 95.00000 7885.00| 95.00000 7885.00| 75.00000 6225.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 46855.40000 46855.40| 55009.85000 55009.85| 55000.00000 55000.00 MAINTAINING TRAFFIC | | | 0040 805-78470 1650.000 LFT | 0.40000 660.00| 0.40000 660.00| 0.30000 495.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0041 805-78795 540.000 LFT | 7.70000 4158.00| 7.70000 4158.00| 8.00000 4320.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0042 805-92951 1.000 EACH| 204.00000 204.00| 204.00000 204.00| 180.00000 180.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0043 808-06701 500.000 LFT | 0.24000 120.00| 0.24000 120.00| 0.40000 200.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0044 808-06703 2740.000 LFT | 0.24000 657.60| 0.24000 657.60| 0.40000 1096.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0045 808-06706 150.000 LFT | 2.50000 375.00| 2.50000 375.00| 3.00000 450.00 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0046 808-06712 4720.000 LFT | 0.11000 519.20| 0.11000 519.20| 0.08000 377.60 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0047 808-06713 135300.000 LFT | 0.08000 10824.00| 0.08000 10824.00| 0.08000 10824.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0048 808-06714 72830.000 LFT | 0.08000 5826.40| 0.08000 5826.40| 0.08000 5826.40 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0049 808-75245 2240.000 LFT | 0.24000 537.60| 0.24000 537.60| 0.40000 896.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0050 808-75297 235.000 LFT | 2.50000 587.50| 2.50000 587.50| 3.00000 705.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0051 808-75300 740.000 LFT | 1.00000 740.00| 1.00000 740.00| 0.75000 555.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 359 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,177,330.18 ROUTE : 57 CALL ORDER : 359 CONTRACT ID : RS-26625-A COUNTIES : GIBSON PIKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 |(3) 35-0626844 |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-75320 13.000 EACH| 45.00000 585.00| 45.00000 585.00| 45.00000 585.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0053 808-75325 13.000 EACH| 55.00000 715.00| 55.00000 715.00| 52.00000 676.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0054 808-75340 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 250.00000 500.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0055 808-75996 1570.000 EACH| 5.90000 9263.00| 6.15000 9655.50| 4.00000 6280.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0056 808-75998 1680.000 EACH| 17.10000 28728.00| 17.10000 28728.00| 17.00000 28560.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0057 808-96016 2670.000 LFT | 1.30000 3471.00| 1.30000 3471.00| 1.55000 4138.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | SECTION TOTALS | $ 2,733,100.00| $ 2,743,500.00| $ 2,839,995.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,733,100.00| $ 2,743,500.00| $ 2,839,995.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 359 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,177,330.18 ROUTE : 57 CALL ORDER : 359 CONTRACT ID : RS-26625-A COUNTIES : GIBSON PIKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5500.00000 5500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1900.00000 19000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 58540.00000 58540.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 50.000 LFT | 12.20000 610.00| | GUARDRAIL, REMOVE | | | 0005 202-60820 246235.000 SYS | 0.50000 123117.50| | SURFACE MILLING, ASPHALT | | | 0006 202-90043 4.000 EACH| 610.00000 2440.00| | WINGWALL, REMOVE | | | 0007 202-93741 37.000 EACH| 213.00000 7881.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02000 680.000 CYS | 18.15000 12342.00| | EXCAVATION, COMMON | | | 0009 205-06932 100.000 LFT | 11.35000 1135.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06937 50.000 LFT | 4.60000 230.00| | TEMPORARY SILT FENCE | | | 0011 211-07454 61.000 CYS | 19.45000 1186.45| | STRUCTURE BACKFILL | | | 0012 303-01180 325.000 TON | 27.00000 8775.00| | COMPACTED AGGREGATE, NO. 53 | | | 0013 303-07449 8120.000 TON | 22.00000 178640.00| | COMPACTED AGGREGATE, NO. 73 | | | 0014 304-07491 1078.000 TON | 154.50000 166551.00| | HMA PATCHING, TYPE C | | | 0015 401-06264 LUMP| 6800.00000 6800.00| | PROFILOGRAPH, HMA | | | 0016 401-07329 20390.000 TON | 50.00000 1019500.00| | QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0017 401-07380 25305.000 TON | 37.65000 952733.25| | QC/QA-HMA, 4, 70, INTERMEDIATE, 12.5 mm | | | 0018 401-07414 430.000 TON | 41.00000 17630.00| | QC/QA-HMA, 4, 70, BASE, 25.0 mm | | | 0019 405-05517 110.000 TON | 350.00000 38500.00| | ASPHALT FOR PRIME COAT | | | 0020 406-05520 126.000 TON | 238.00000 29988.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 359 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,177,330.18 ROUTE : 57 CALL ORDER : 359 CONTRACT ID : RS-26625-A COUNTIES : GIBSON PIKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-94689 37.000 EACH| 3300.00000 122100.00| | GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 62.500 LFT | 14.65000 915.63| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 601-99132 2.000 EACH| 91.50000 183.00| | GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0024 610-07488 1785.000 TON | 81.00000 144585.00| | HMA FOR APPROACHES, TYPE C | | | 0025 615-06525 1.000 EACH| 400.00000 400.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0026 616-02320 500.000 SYS | 2.15000 1075.00| | GEOTEXTILES | | | 0027 616-06405 615.000 TON | 46.00000 28290.00| | RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 1400.00000 1400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 350.000 SYS | 5.00000 1750.00| | MULCHED SEEDING, R | | | 0030 714-99346 12.000 LFT | 800.00000 9600.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 2 FT. | | | 0031 715-01354 1305.000 LFT | 6.75000 8808.75| | CLEAN EXISTING PIPE | | | 0032 715-05169 312.000 LFT | 43.75000 13650.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0033 715-05171 22.000 LFT | 42.00000 924.00| | PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0034 715-46005 1.000 EACH| 400.00000 400.00| | PIPE END SECTION, 15 IN. | | | 0035 715-46010 2.000 EACH| 420.00000 840.00| | PIPE END SECTION, 18 IN. | | | 0036 801-06203 13715.000 LFT | 0.82000 11246.30| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0037 801-06207 6970.000 LFT | 1.30000 9061.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 83.000 EACH| 116.00000 9628.00| | CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 65000.00000 65000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 359 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,177,330.18 ROUTE : 57 CALL ORDER : 359 CONTRACT ID : RS-26625-A COUNTIES : GIBSON PIKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 805-78470 1650.000 LFT | 0.50000 825.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0041 805-78795 540.000 LFT | 9.50000 5130.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0042 805-92951 1.000 EACH| 250.00000 250.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0043 808-06701 500.000 LFT | 0.30000 150.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0044 808-06703 2740.000 LFT | 0.30000 822.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0045 808-06706 150.000 LFT | 3.00000 450.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0046 808-06712 4720.000 LFT | 0.15000 708.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0047 808-06713 135300.000 LFT | 0.10000 13530.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0048 808-06714 72830.000 LFT | 0.10000 7283.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0049 808-75245 2240.000 LFT | 0.30000 672.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0050 808-75297 235.000 LFT | 3.00000 705.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0051 808-75300 740.000 LFT | 1.25000 925.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0052 808-75320 13.000 EACH| 46.00000 598.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0053 808-75325 13.000 EACH| 68.00000 884.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0054 808-75340 2.000 EACH| 500.00000 1000.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0055 808-75996 1570.000 EACH| 7.00000 10990.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 359 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,177,330.18 ROUTE : 57 CALL ORDER : 359 CONTRACT ID : RS-26625-A COUNTIES : GIBSON PIKE LETTING DATE : 04/22/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 808-75998 1680.000 EACH| 21.00000 35280.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0057 808-96016 2670.000 LFT | 1.60000 4272.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | SECTION TOTALS | $ 3,165,429.88| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,165,429.88| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 369 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,793,039.64 ROUTE : 25 CALL ORDER : 369 CONTRACT ID : RS-26631-A COUNTIES : CARROLL TIPPECANOE LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0715013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,764,787.25 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,045,296.00 115.8947% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 4663.18000 4663.18| 8063.31000 8063.31| CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1799.43000 14395.44| 1571.27000 12570.16| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 66627.47000 66627.47| 102264.79000 102264.79| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 228443.000 SYS | 0.05000 11422.15| 0.49000 111937.07| SURFACE MILLING, ASPHALT | | | 0005 301-07448 400.000 TON | 18.70000 7480.00| 34.90000 13960.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 303-07449 4761.000 TON | 12.54000 59702.94| 12.38000 58941.18| COMPACTED AGGREGATE, NO. 73 | | | 0007 304-07490 1100.000 TON | 71.79000 78969.00| 94.77000 104247.00| HMA PATCHING, TYPE B | | | 0008 401-06264 LUMP| 6012.25000 6012.25| 4978.43000 4978.43| PROFILOGRAPH, HMA | | | 0010 401-07357 15272.000 TON | 28.67000 437848.24| 28.86000 440749.92| QC/QA-HMA, 3, 64, INTERMEDIATE, 9.5 mm | | | 0011 402-07451 500.000 TON | 64.67000 32335.00| 33.27000 16635.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0012 404-05511 19800.000 SYS | 0.17000 3366.00| 0.10000 1980.00| SEAL COAT, 2 | | | 0013 406-05520 143.170 TON | 176.22000 25229.42| 184.71000 26444.93| ASPHALT FOR TACK COAT | | | 0014 608-04395 10.000 TON | 171.43000 1714.30| 75.63000 756.30| AGGREGATE FOR SHOULDER DRAINS | | | 0015 608-04396 3.000 EACH| 265.17000 795.51| 144.98000 434.94| SHOULDER DRAIN | | | 0016 610-07487 5157.000 TON | 47.06000 242688.42| 42.35000 218398.95| HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 369 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,793,039.64 ROUTE : 25 CALL ORDER : 369 CONTRACT ID : RS-26631-A COUNTIES : CARROLL TIPPECANOE LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 615-06505 7.000 EACH| 669.38000 4685.66| 1121.46000 7850.22| MONUMENT, B | | | 0018 615-06525 5.000 EACH| 490.58000 2452.90| 398.72000 1993.60| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0019 801-06203 13454.000 LFT | 0.53000 7130.62| 0.63000 8476.02| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0020 801-06207 6527.000 LFT | 1.07000 6983.89| 1.38000 9007.26| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 30.000 EACH| 60.00000 1800.00| 60.60000 1818.00| CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 50437.43000 50437.43| 88712.13000 88712.13| MAINTAINING TRAFFIC | | | 0023 805-78470 2880.000 LFT | 0.30000 864.00| 0.51000 1468.80| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0024 805-78795 1080.000 LFT | 7.20000 7776.00| 7.37000 7959.60| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0025 805-92951 7.000 EACH| 200.00000 1400.00| 95.95000 671.65| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0026 808-03631 1411.000 LFT | 1.75000 2469.25| 1.77000 2497.47| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0027 808-04896 711.000 LFT | 1.75000 1244.25| 1.77000 1258.47| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0028 808-06701 2004.000 LFT | 0.30000 601.20| 0.30000 601.20| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0029 808-06703 1500.000 LFT | 0.30000 450.00| 0.30000 450.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0030 808-06712 9844.000 LFT | 0.08000 787.52| 0.08000 787.52| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0031 808-06713 127082.000 LFT | 0.08000 10166.56| 0.08000 10166.56| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0032 808-06714 87308.000 LFT | 0.08000 6984.64| 0.08000 6984.64| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0033 808-75297 275.000 LFT | 3.00000 825.00| 3.03000 833.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0034 808-75320 23.000 EACH| 42.00000 966.00| 42.42000 975.66| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0035 808-75325 17.000 EACH| 50.00000 850.00| 50.50000 858.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 369 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,793,039.64 ROUTE : 25 CALL ORDER : 369 CONTRACT ID : RS-26631-A COUNTIES : CARROLL TIPPECANOE LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 808-75996 1317.000 EACH| 5.75000 7572.75| 5.81000 7651.77| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0037 808-99176 4500.000 LFT | 2.50000 11250.00| 2.53000 11385.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | | IN. | | | 0038 401-07328 17722.000 TON | 36.33000 643840.26| 42.35000 750526.70| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm --SMA | | | SECTION TOTALS | $ 1,764,787.25| $ 2,045,296.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,764,787.25| $ 2,045,296.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 379 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 759,364.17 ROUTE : 240 CALL ORDER : 379 CONTRACT ID : RS-26676-A COUNTIES : PUTNAM LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4667009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 512,942.99 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 579,500.00 112.9755% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|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 105-07039 6.000 MOS | 1417.50000 8505.00| 2200.00000 13200.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 25400.00000 25400.00| 27377.57000 27377.57| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 89015.000 SYS | 0.64000 56969.60| 0.54000 48068.10| SURFACE MILLING, ASPHALT | | | 0004 301-07448 42.000 TON | 40.87000 1716.54| 100.00000 4200.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0005 304-07490 250.000 TON | 146.13000 36532.50| 105.00000 26250.00| HMA PATCHING, TYPE B | | | 0006 401-06264 LUMP| 6083.45000 6083.45| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0007 401-07321 7097.000 TON | 33.75000 239523.75| 40.00000 283880.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0008 404-05511 30768.000 SYS | 0.66000 20306.88| 1.10000 33844.80| SEAL COAT, 2 | | | 0009 406-05520 210.000 TON | 21.00000 4410.00| 200.00000 42000.00| ASPHALT FOR TACK COAT | | | 0010 608-04395 10.000 TON | 83.54000 835.40| 245.00000 2450.00| AGGREGATE FOR SHOULDER DRAINS | | | 0011 610-07487 561.000 TON | 86.83000 48711.63| 83.00000 46563.00| HMA FOR APPROACHES, TYPE B | | | 0012 801-06203 4289.000 LFT | 0.38000 1629.82| 0.50000 2144.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0013 801-06207 4289.000 LFT | 1.22000 5232.58| 1.10000 4717.90| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 25.000 EACH| 103.00000 2575.00| 63.00000 1575.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 379 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 759,364.17 ROUTE : 240 CALL ORDER : 379 CONTRACT ID : RS-26676-A COUNTIES : PUTNAM LETTING DATE : 04/22/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 29500.00000 29500.00| 17100.00000 17100.00| MAINTAINING TRAFFIC | | | 0016 808-06706 27.000 LFT | 10.50000 283.50| 10.25000 276.75| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0017 808-06712 4487.000 LFT | 0.10000 448.70| 0.10000 448.70| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0018 808-06713 73874.000 LFT | 0.08000 5909.92| 0.08000 5909.92| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 49647.000 LFT | 0.08000 3971.76| 0.08000 3971.76| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75996 887.000 EACH| 6.69000 5934.03| 6.00000 5322.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0021 615-06505 4.000 EACH| 1777.19000 7108.76| 1500.00000 6000.00| MONUMENT, B | | | 0022 615-06525 3.000 EACH| 451.39000 1354.17| 400.00000 1200.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | SECTION TOTALS | $ 512,942.99| $ 579,500.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 512,942.99| $ 579,500.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 389 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,924,800.54 ROUTE : 94 CALL ORDER : 389 CONTRACT ID : RS-26685-A COUNTIES : LAPORTE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0941020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,108,435.57 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 1,239,210.07 111.7981% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | 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| 2200.00000 2200.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 2200.00000 8800.00| 2000.00000 8000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 38000.00000 38000.00| 57000.00000 57000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 138239.000 SYS | 0.13000 17971.07| 0.42000 58060.38| SURFACE MILLING, ASPHALT | | | 0005 303-04075 2000.000 TON | 11.75000 23500.00| 14.00000 28000.00| COMPACTED AGGREGATE, O, 73 | | | 0007 401-06264 LUMP| 3000.00000 3000.00| 3500.00000 3500.00| PROFILOGRAPH, HMA | | | 0008 401-07337 14040.000 TON | 44.55000 625482.00| 41.40000 581256.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | 0009 406-05520 30.000 TON | 250.00000 7500.00| 250.00000 7500.00| ASPHALT FOR TACK COAT | | | 0010 506-06333 1220.000 SYS | 141.50000 172630.00| 166.00000 202520.00| PCCP PATCHING, FULL DEPTH | | | 0012 621-06574 125.000 SYS | 20.80000 2600.00| 20.00000 2500.00| SODDING | | | 0013 715-01354 4936.000 LFT | 0.85000 4195.60| 5.60000 27641.60| CLEAN EXISTING PIPE | | | 0014 715-05048 6600.000 LFT | 3.70000 24420.00| 5.00000 33000.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0015 715-05053 1190.000 LFT | 11.00000 13090.00| 17.45000 20765.50| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0016 718-06528 26.000 EACH| 245.00000 6370.00| 735.00000 19110.00| OUTLET PROTECTOR, 1 | | | 0017 718-52610 80.000 CYS | 82.00000 6560.00| 115.00000 9200.00| AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/07/03 PAGE : 389 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,924,800.54 ROUTE : 94 CALL ORDER : 389 CONTRACT ID : RS-26685-A COUNTIES : LAPORTE LETTING DATE : 04/22/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 718-99153 3292.000 SYS | 1.35000 4444.20| 1.60000 5267.20| GEOTEXTILES FOR UNDERDRAIN | | | 0019 720-96995 94.000 EACH| 55.65000 5231.10| 110.00000 10340.00| CLEAN INLET | | | 0020 801-01093 12.000 EACH| 707.20000 8486.40| 680.00000 8160.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0021 801-06203 6408.000 LFT | 0.12000 768.96| 0.45000 2883.60| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06207 6408.000 LFT | 0.98000 6279.84| 0.75000 4806.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06640 44.000 EACH| 60.32000 2654.08| 58.00000 2552.00| CONSTRUCTION SIGN, A | | | 0024 801-06710 120.000 DAY | 10.40000 1248.00| 10.00000 1200.00| FLASHING ARROW SIGN |