INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/03/05 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 55,705,933.97 ROUTE : 465 CALL ORDER : 220 CONTRACT ID : R -27533-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/20/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL $ 37,673,000.00 100.0000% 2 99-9994428 RIETH RILEY/BERNS/WEDDLE J/V $ 39,759,440.00 105.5383% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 40,578,000.00 107.7111% ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 99-9994428 |( 3 ) 35-1917625 |WALSH CONSTR CO. OF ILL |RIETH RILEY/BERNS/WEDDLE J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGN MODERNIZATION | | | 0001 105-06845 LUMP | 499800.27000 499800.27| 491500.00000 491500.00| 525506.00000 525506.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 18.000 MOS | 1630.00000 29340.00| 2600.00000 46800.00| 2804.06000 50473.08 FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 108-01614 LUMP | 8600.00000 8600.00| 9000.00000 9000.00| 12888.04000 12888.04 PARTNERING OVERHEAD | | | 0006 110-01001 LUMP | 1800000.00000 1800000.00| 2074498.94000 2074498.94| 1902728.00000 1902728.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 375000.00000 375000.00| 400000.00000 400000.00| 140594.23000 140594.23 CLEARING RIGHT OF WAY | | | 0008 202-02240 137089.000 SYS | 5.25000 719717.25| 9.57000 1311941.73| 5.62000 770440.18 PAVEMENT REMOVAL | | | 0009 202-02241 1987.000 LFT | 3.00000 5961.00| 3.00000 5961.00| 2.09000 4152.83 GUARDRAIL, REMOVE | | | 0010 202-02286 1.000 EACH | 150000.00000 150000.00| 113755.64000 113755.64| 90083.94000 90083.94 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0011 202-02286 1.000 EACH | 100000.00000 100000.00| 343196.16000 343196.16| 145062.19000 145062.19 PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/03/05 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 55,705,933 ROUTE : 465 CALL ORDER : 220 CONTRACT ID : R -27533-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 99-9994428 |( 3 ) 35-1917625 |WALSH CONSTR CO. OF ILL |RIETH RILEY/BERNS/WEDDLE J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-02286 1.000 EACH | 150000.00000 150000.00| 122603.02000 122603.02| 92190.64000 92190.64 PRESENT STRUCTURE, REMOVE , STR. NO. 4 | | | 0013 202-02286 1.000 EACH | 100000.00000 100000.00| 211414.57000 211414.57| 147351.57000 147351.57 PRESENT STRUCTURE, REMOVE , STR. NO. 5 | | | 0014 202-03783 12.000 EACH | 495.00000 5940.00| 495.00000 5940.00| 505.10000 6061.20 SIGN, PANEL, REMOVE | | | 0015 202-04089 36.000 EACH | 56.00000 2016.00| 56.00000 2016.00| 57.14000 2057.04 SIGN, SHEET, REMOVE | | | 0016 202-51368 2004.000 SYS | 3.05000 6112.20| 4.38000 8777.52| 9.42000 18877.68 SLOPEWALL, REMOVE | | | 0017 202-74050 1.000 EACH | 680.00000 680.00| 680.00000 680.00| 693.87000 693.87 SIGN, OVERHEAD, REMOVE | | | 0018 202-91385 31.000 EACH | 61.86000 1917.66| 250.00000 7750.00| 657.95000 20396.45 INLET, REMOVE | | | 0019 202-93763 36.000 EACH | 288.21000 10375.56| 196.17000 7062.12| 841.84000 30306.24 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0020 202-93974 4.000 EACH | 1335.61000 5342.44| 950.00000 3800.00| 8441.86000 33767.44 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0021 202-94793 14807.000 LFT | 4.00000 59228.00| 6.27000 92839.89| 16.02000 237208.14 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0022 202-96070 1.000 EACH | 2609.85000 2609.85| 1984.12000 1984.12| 2024.60000 2024.60 HIGH MAST TOWER, REMOVE | | | 0023 202-96133 2693.000 LFT | 6.00000 16158.00| 3.00000 8079.00| 11.00000 29623.00 PIPE, REMOVE , 12 IN. | | | 0024 202-96133 193.000 LFT | 5.00000 965.00| 6.00000 1158.00| 11.50000 2219.50 PIPE, REMOVE , 15 IN. | | | 0025 202-96133 85.000 LFT | 5.00000 425.00| 6.00000 510.00| 12.00000 1020.00 PIPE, REMOVE , 18 IN. | | | 0026 202-96133 95.000 LFT | 5.00000 475.00| 10.00000 950.00| 12.50000 1187.50 PIPE, REMOVE , 20 IN. | | | 0027 202-96133 830.000 LFT | 5.00000 4150.00| 1.00000 830.00| 14.00000 11620.00 PIPE, REMOVE , 36 IN. | | | 0028 202-96133 544.000 LFT | 15.00000 8160.00| 2.00000 1088.00| 15.00000 8160.00 PIPE, REMOVE , 48 IN. | | | 0029 202-96133 935.000 LFT | 10.00000 9350.00| 0.50000 467.50| 17.00000 15895.00 PIPE, REMOVE , 54 IN. | | | 0030 202-96133 253.000 LFT | 10.00000 2530.00| 0.50000 126.50| 18.00000 4554.00 PIPE, REMOVE , 60 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/03/05 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 55,705,933 ROUTE : 465 CALL ORDER : 220 CONTRACT ID : R -27533-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 99-9994428 |( 3 ) 35-1917625 |WALSH CONSTR CO. OF ILL |RIETH RILEY/BERNS/WEDDLE J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 202-96133 353.000 LFT | 10.00000 3530.00| 0.50000 176.50| 20.00000 7060.00 PIPE, REMOVE , 66 IN. | | | 0032 202-96151 LUMP | 5442.50000 5442.50| 3438.24000 3438.24| 4018.58000 4018.58 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0033 203-02000 178370.000 CYS | 9.25000 1649922.50| 10.48000 1869317.60| 8.68000 1548251.60 EXCAVATION, COMMON | | | 0035 205-03371 4494.000 CYS | 4.00000 17976.00| 0.25000 1123.50| 4.00000 17976.00 SEDIMENT, REMOVE | | | 0036 205-06930 25.000 TON | 55.00000 1375.00| 40.00000 1000.00| 183.22000 4580.50 SPLASHPAD, RIPRAP | | | 0037 205-06931 480.000 TON | 23.00000 11040.00| 30.00000 14400.00| 26.43000 12686.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0038 205-06936 420.000 TON | 33.00000 13860.00| 30.00000 12600.00| 32.23000 13536.60 TEMPORARY SEDIMENT TRAP | | | 0039 205-06937 10247.000 LFT | 1.25000 12808.75| 1.50000 15370.50| 1.28000 13116.16 TEMPORARY SILT FENCE | | | 0040 205-06938 903.000 LFT | 14.00000 12642.00| 8.00000 7224.00| 18.56000 16759.68 TEMPORARY SLOPE DRAIN | | | 0041 206-51230 1133.000 CYS | 75.00000 84975.00| 20.62000 23362.46| 15.01000 17006.33 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0043 207-08263 326636.000 SYS | 3.75000 1224885.00| 2.75000 898249.00| 4.64000 1515591.04 SUBGRADE TREATMENT, TYPE IA | | | 0044 210-07230 2.000 EACH | 0.99000 1.98| 0.99000 1.98| 1.01000 2.02 TERMINAL SERVER, 8 PORT | | | 0045 210-07234 2.000 EACH | 13.27000 26.54| 13.25000 26.50| 13.52000 27.04 SENSOR , I/O SERIAL OUTPUT | | | 0046 210-08229 11022.000 SYS | 45.00000 495990.00| 55.50000 611721.00| 59.41000 654817.02 REINFORCED CONCRETE MOMENT SLAB, 15 IN. | | | 0048 210-08339 LUMP | 11812.86000 11812.86| 11797.09000 11797.09| 12037.75000 12037.75 MAINTAIN EXISTING ROADWAY LIGHTING | | | 0049 211-02050 27228.000 CYS | 8.50000 231438.00| 18.00000 490104.00| 11.36000 309310.08 B BORROW | | | 0050 211-06467 417.000 CYS | 28.00000 11676.00| 43.08000 17964.36| 68.77000 28677.09 AGGREGATE FOR END BENT BACKFILL | | | 0051 211-07454 54581.000 CYS | 9.00000 491229.00| 18.00000 982458.00| 11.36000 620040.16 STRUCTURE BACKFILL | | | 0052 301-07448 228639.000 TON | 10.75000 2457869.25| 9.40000 2149206.60| 10.42000 2382418.38 COMPACTED AGGREGATE, NO. 53, BASE | | | 0053 302-07455 316.000 CYS | 45.00000 14220.00| 40.45000 12782.20| 89.87000 28398.92 DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/03/05 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 55,705,933 ROUTE : 465 CALL ORDER : 220 CONTRACT ID : R -27533-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 99-9994428 |( 3 ) 35-1917625 |WALSH CONSTR CO. OF ILL |RIETH RILEY/BERNS/WEDDLE J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 306-08043 5653.000 SYS | 6.00000 33918.00| 3.50000 19785.50| 2.64000 14923.92 MILLING, TRANSITION | | | 0057 401-06264 LUMP | 20000.00000 20000.00| 9500.00000 9500.00| 16133.99000 16133.99 PROFILOGRAPH, HMA | | | 0059 401-07337 467.000 TON | 75.25000 35141.75| 69.00000 32223.00| 46.05000 21505.35 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0062 401-08338 3327.000 TON | 36.25000 120603.75| 37.00000 123099.00| 35.81000 119139.87 QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0063 402-07433 1226.000 TON | 61.00000 74786.00| 42.00000 51492.00| 46.46000 56959.96 HMA SURFACE, TYPE B | | | 0064 402-07438 2044.000 TON | 45.50000 93002.00| 34.00000 69496.00| 34.42000 70354.48 HMA INTERMEDIATE, TYPE B | | | 0065 402-07441 7359.000 TON | 37.00000 272283.00| 30.00000 220770.00| 29.76000 219003.84 HMA BASE, TYPE B | | | 0066 402-07451 396.000 TON | 47.00000 18612.00| 40.00000 15840.00| 35.41000 14022.36 HMA, TYPE B, WEDGE AND LEVEL | | | 0068 406-05520 325.000 TON | 190.00000 61750.00| 200.00000 65000.00| 165.34000 53735.50 ASPHALT FOR TACK COAT | | | 0069 503-05310 219.000 LFT | 55.00000 12045.00| 105.53000 23111.07| 136.42000 29875.98 TERMINAL JOINT | | | 0070 601-01522 9.000 EACH | 1490.00000 13410.00| 1500.00000 13500.00| 1658.15000 14923.35 GUARDRAIL TRANSITION TYPE TGB | | | 0071 601-07024 3.000 EACH | 5200.00000 15600.00| 5250.00000 15750.00| 9832.39000 29497.17 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0073 601-94689 7.000 EACH | 2370.00000 16590.00| 2400.00000 16800.00| 2142.84000 14999.88 GUARDRAIL END TREATMENT, OS | | | 0074 601-97774 2.000 EACH | 1100.00000 2200.00| 1110.00000 2220.00| 1020.40000 2040.80 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0075 601-99105 2084.000 LFT | 12.50000 26050.00| 12.60000 26258.40| 14.03000 29238.52 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0077 602-06729 1474.000 EACH | 7.00000 10318.00| 7.10000 10465.40| 7.14000 10524.36 BARRIER DELINEATOR | | | 0078 602-06944 2181.000 LFT | 32.00000 69792.00| 45.58000 99409.98| 50.01000 109071.81 BARRIER, CONCRETE, 33 IN. | | | 0079 602-06945 15304.000 LFT | 38.00000 581552.00| 45.43000 695260.72| 58.53000 895743.12 BARRIER, CONCRETE, 45 IN. | | | 0083 604-90256 39.000 SYS | 108.00000 4212.00| 100.00000 3900.00| 192.82000 7519.98 SIDEWALK, CONCRETE, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/03/05 PAGE : 220 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 55,705,933 ROUTE : 465 CALL ORDER : 220 CONTRACT ID : R -27533-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 99-9994428 |( 3 ) 35-1917625 |WALSH CONSTR CO. OF ILL |RIETH RILEY/BERNS/WEDDLE J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0086 615-06505 24.000 EACH | 555.00000 13320.00| 560.00000 13440.00| 484.69000 11632.56 MONUMENT, B | | | 0087 615-06515 19.000 EACH | 70.00000 1330.00| 71.00000 1349.00| 108.16000 2055.04 MONUMENT, D | | | 0088 616-02320 8241.000 SYS | 2.00000 16482.00| 2.40000 19778.40| 1.95000 16069.95 GEOTEXTILES | | | 0089 616-05688 170.000 TON | 45.00000 7650.00| 39.75000 6757.50| 37.39000 6356.30 RIPRAP, CLASS 1 | | | 0090 616-05689 25.000 TON | 65.00000 1625.00| 52.25000 1306.25| 65.62000 1640.50 RIPRAP, CLASS 2 | | | 0091 616-06405 3038.000 TON | 25.00000 75950.00| 35.00000 106330.00| 26.16000 79474.08 RIPRAP, REVETMENT | | | 0092 621-01004 8.000 EACH | 300.00000 2400.00| 200.00000 1600.00| 204.08000 1632.64 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0093 621-04258 84.000 LBS | 20.00000 1680.00| 91.00000 7644.00| 92.86000 7800.24 SEED MIXTURE , NM | | | 0094 621-06545 12.000 TON | 350.00000 4200.00| 670.00000 8040.00| 683.67000 8204.04 FERTILIZER | | | 0095 621-06554 2413.000 LBS | 2.25000 5429.25| 3.55000 8566.15| 3.62000 8735.06 SEED MIXTURE, U | | | 0096 621-06557 2078.000 LBS | 2.10000 4363.80| 2.55000 5298.90| 2.60000 5402.80 SEED MIXTURE, T | | | 0097 621-06565 99.000 TON | 300.00000 29700.00| 260.00000 25740.00| 265.30000 26264.70 MULCHING MATERIAL | | | 0098 621-06567 23.000 MG | 7.00000 161.00| 2.00000 46.00| 2.04000 46.92 WATER | | | 0099 621-06574 5888.000 SYS | 2.80000 16486.40| 3.55000 20902.40| 2.60000 15308.80 SODDING | | | 0101 701-06011 5.000 EACH | 1500.00000 7500.00| 5277.67000 26388.35| 852.25000 4261.25 DYNAMIC PILE LOAD TEST | | | 0102 701-06012 5.000 EACH | 3500.00000 17500.00| 2126.26000 10631.30| 763.44000 3817.20 TEST PILE, RESTRIKE | | | 0103 701-06027 5.000 EACH | 3500.00000 17500.00| 2445.35000 12226.75| 1652.44000 8262.20 TEST PILE , HP 12 X 74 | | | 0104 701-91792 189.000 EACH | 50.00000 9450.00| 85.55000 16168.95| 96.26000 18193.14 PILE TIP, STEEL H | | | 0105 701-95780 14467.000 LFT | 30.00000 434010.00| 27.02000 390898.34| 30.00000 434010.00 PILE, STEEL H, HP 12 X 74 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/03/05 PAGE : 220 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 55,705,933 ROUTE : 465 CALL ORDER : 220 CONTRACT ID : R -27533-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 99-9994428 |( 3 ) 35-1917625 |WALSH CONSTR CO. OF ILL |RIETH RILEY/BERNS/WEDDLE J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 702-51005 1047.000 CYS | 450.00000 471150.00| 484.96000 507753.12| 516.29000 540555.63 CONCRETE, A, SUBSTRUCTURE | | | 0107 702-51015 52.000 CYS | 400.00000 20800.00| 339.39000 17648.28| 449.28000 23362.56 CONCRETE, B, FOOTINGS | | | 0108 702-90915 5342.000 CYS | 215.00000 1148530.00| 228.99000 1223264.58| 285.63000 1525835.46 CONCRETE, A | | | 0109 703-06028 71506.000 LBS | 0.60000 42903.60| 0.72000 51484.32| 0.72000 51484.32 REINFORCING BARS | | | 0110 703-06029 2710796.000 LBS | 0.65000 1762017.40| 0.77000 2087312.92| 0.72000 1951773.12 REINFORCING BARS, EPOXY COATED | | | 0113 703-97936 650.000 EACH | 18.00000 11700.00| 12.13000 7884.50| 14.37000 9340.50 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0114 704-51002 2449.000 CYS | 170.00000 416330.00| 321.07000 786300.43| 375.00000 918375.00 CONCRETE, C, SUPERSTRUCTURE | | | 0115 706-05732 3.000 EACH | 1600.00000 4800.00| 1651.82000 4955.46| 939.28000 2817.84 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0116 706-05734 7.000 EACH | 1200.00000 8400.00| 2555.92000 17891.44| 1000.40000 7002.80 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0117 706-51020 2683.000 CYS | 188.06000 504564.98| 274.97000 737744.51| 293.67000 787916.61 CONCRETE, C, RAILING | | | 0118 707-08158 3104.000 LFT | 240.00000 744960.00| 239.64000 743842.56| 207.59000 644359.36 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 42 IN. X 49 IN. | | | 0120 709-51821 LUMP | 10000.00000 10000.00| 9671.31000 9671.31| 9127.44000 9127.44 SURFACE SEAL , STR. NO. 2 | | | 0121 709-51821 LUMP | 15000.00000 15000.00| 14446.18000 14446.18| 13797.54000 13797.54 SURFACE SEAL , STR. NO. 3 | | | 0122 709-51821 LUMP | 10000.00000 10000.00| 9229.19000 9229.19| 8704.88000 8704.88 SURFACE SEAL , STR. NO. 4 | | | 0123 709-51821 LUMP | 10000.00000 10000.00| 9151.82000 9151.82| 8344.63000 8344.63 SURFACE SEAL , STR. NO. 5 | | | 0124 709-51821 LUMP | 5000.00000 5000.00| 4222.22000 4222.22| 4082.51000 4082.51 SURFACE SEAL , STR. NO. 8 | | | 0126 711-51038 LUMP | 25000.00000 25000.00| 5530.88000 5530.88| 8934.76000 8934.76 STRUCTURAL STEEL , GALVANIZED, STR. NO. | | | 8 | | | 0127 711-51070 152.000 EACH | 75.00000 11400.00| 50.99000 7750.48| 37.43000 5689.36 ANCHOR PLATE, AP 1 | | | 0128 714-44240 25.000 CYS | 800.00000 20000.00| 673.12000 16828.00| 522.33000 13058.25 CONCRETE, A, STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/03/05 PAGE : 220 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 55,705,933 ROUTE : 465 CALL ORDER : 220 CONTRACT ID : R -27533-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 99-9994428 |( 3 ) 35-1917625 |WALSH CONSTR CO. OF ILL |RIETH RILEY/BERNS/WEDDLE J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0129 715-01466 1.000 EACH | 9100.00000 9100.00| 13000.00000 13000.00| 9473.32000 9473.32 GRATED BOX END SECTION, I, 6:1, 48 IN. | | | 0130 715-05019 801.000 LFT | 75.00000 60075.00| 57.00000 45657.00| 96.25000 77096.25 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0131 715-05048 41449.000 LFT | 1.80000 74608.20| 2.45000 101550.05| 1.84000 76266.16 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0132 715-05053 1440.000 LFT | 10.00000 14400.00| 10.00000 14400.00| 15.10000 21744.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0133 715-05128 503.000 LFT | 95.00000 47785.00| 84.30000 42402.90| 117.87000 59288.61 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0134 715-05129 271.000 LFT | 150.00000 40650.00| 114.65000 31070.15| 128.73000 34885.83 PIPE, TYPE 1, CIRCULAR, 54 IN. | | | 0135 715-05149 2330.000 LFT | 28.00000 65240.00| 24.55000 57201.50| 25.01000 58273.30 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0136 715-05151 3118.000 LFT | 32.00000 99776.00| 27.55000 85900.90| 27.43000 85526.74 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0137 715-05152 1722.000 LFT | 35.00000 60270.00| 29.25000 50368.50| 29.30000 50454.60 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0138 715-05154 435.000 LFT | 38.00000 16530.00| 39.25000 17073.75| 36.15000 15725.25 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0139 715-05252 705.000 LFT | 200.00000 141000.00| 187.00000 131835.00| 180.16000 127012.80 PIPE, TYPE 1, DEFORMED, 20.5 SQ. FT. | | | 0140 715-05422 1512.000 LFT | 80.00000 120960.00| 74.35000 112417.20| 60.53000 91521.36 PIPE, SLOTTED DRAIN, 12 IN. | | | 0141 715-06004 3.000 EACH | 900.00000 2700.00| 1225.00000 3675.00| 2950.64000 8851.92 CONCRETE ANCHOR, 48 IN. | | | 0142 715-06492 2.000 EACH | 1000.00000 2000.00| 1250.00000 2500.00| 3024.79000 6049.58 CONCRETE ANCHOR, 54 IN. | | | 0143 715-08300 235.000 LFT | 225.00000 52875.00| 242.00000 56870.00| 229.40000 53909.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 24.8 | | | SQ. FT. | | | 0144 715-08301 285.000 LFT | 145.00000 41325.00| 139.00000 39615.00| 133.48000 38041.80 PIPE, TYPE 1, DEFORMED, MIN. AREA 12.9 | | | SQ. FT. | | | 0145 715-08302 1.000 EACH | 1300.00000 1300.00| 1875.00000 1875.00| 3024.81000 3024.81 CONCRETE ANCHOR, MIN. AREA 24.8 SQ. FT. | | | 0146 715-08303 4.000 EACH | 1100.00000 4400.00| 1525.00000 6100.00| 3024.80000 12099.20 CONCRETE ANCHOR, MIN. AREA 20.5 SQ. FT. | | | 0147 715-46000 27.000 EACH | 210.00000 5670.00| 152.00000 4104.00| 184.92000 4992.84 PIPE END SECTION, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/03/05 PAGE : 220 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 55,705,933 ROUTE : 465 CALL ORDER : 220 CONTRACT ID : R -27533-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 99-9994428 |( 3 ) 35-1917625 |WALSH CONSTR CO. OF ILL |RIETH RILEY/BERNS/WEDDLE J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0148 715-46005 15.000 EACH | 225.00000 3375.00| 190.00000 2850.00| 199.68000 2995.20 PIPE END SECTION, 15 IN. | | | 0149 715-46010 10.000 EACH | 275.00000 2750.00| 305.00000 3050.00| 350.13000 3501.30 PIPE END SECTION, 18 IN. | | | 0150 715-46020 3.000 EACH | 450.00000 1350.00| 480.00000 1440.00| 281.35000 844.05 PIPE END SECTION, 24 IN. | | | 0151 715-46040 8.000 EACH | 900.00000 7200.00| 775.00000 6200.00| 583.09000 4664.72 PIPE END SECTION, 36 IN. | | | 0153 718-06528 27.000 EACH | 599.00000 16173.00| 660.00000 17820.00| 612.24000 16530.48 OUTLET PROTECTOR, 1 | | | 0154 718-06532 6600.000 LFT | 0.90000 5940.00| 1.00000 6600.00| 0.92000 6072.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0155 718-52610 3281.000 CYS | 24.00000 78744.00| 23.30000 76447.30| 32.65000 107124.65 AGGREGATE FOR UNDERDRAINS | | | 0156 718-99153 28400.000 SYS | 0.60000 17040.00| 0.56000 15904.00| 0.87000 24708.00 GEOTEXTILES FOR UNDERDRAIN | | | 0157 720-06607 9.000 EACH | 1450.00000 13050.00| 1480.00000 13320.00| 863.88000 7774.92 SLOTTED DRAIN CLEANOUT | | | 0158 720-06607 3.000 EACH | 1575.00000 4725.00| 1860.00000 5580.00| 1039.07000 3117.21 SLOTTED DRAIN CLEANOUT PORT, MODIFIED | | | 0159 720-07299 1.000 EACH | 2700.00000 2700.00| 3210.00000 3210.00| 2554.15000 2554.15 INLET TYPE H | | | 0160 720-07299 23.000 EACH | 2800.00000 64400.00| 3210.00000 73830.00| 2558.08000 58835.84 INLET TYPE H , MODIFIED | | | 0161 720-07300 1.000 EACH | 5000.00000 5000.00| 6065.00000 6065.00| 4133.67000 4133.67 INLET TYPE H, WITH SLOTTED DRAIN | | | 0162 720-07300 14.000 EACH | 5400.00000 75600.00| 6065.00000 84910.00| 4125.80000 57761.20 INLET TYPE H, WITH SLOTTED DRAIN , | | | MODIFIED | | | 0163 720-07301 6.000 EACH | 1400.00000 8400.00| 1645.00000 9870.00| 1266.28000 7597.68 INLET TYPE HA | | | 0164 720-07301 43.000 EACH | 1400.00000 60200.00| 1645.00000 70735.00| 1271.20000 54661.60 INLET TYPE HA , MODIFIED | | | 0165 720-07302 2.000 EACH | 2800.00000 5600.00| 3060.00000 6120.00| 2398.94000 4797.88 INLET TYPE HA, WITH SLOTTED DRAIN | | | 0166 720-07302 21.000 EACH | 2700.00000 56700.00| 3060.00000 64260.00| 2317.18000 48660.78 INLET TYPE HA, WITH SLOTTED DRAIN , | | | MODIFIED | | | 0167 720-45075 1.000 EACH | 1500.00000 1500.00| 1710.00000 1710.00| 1663.30000 1663.30 INLET, R13 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/03/05 PAGE : 220 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 55,705,933 ROUTE : 465 CALL ORDER : 220 CONTRACT ID : R -27533-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 99-9994428 |( 3 ) 35-1917625 |WALSH CONSTR CO. OF ILL |RIETH RILEY/BERNS/WEDDLE J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0168 720-45075 1.000 EACH | 1600.00000 1600.00| 1830.00000 1830.00| 1708.56000 1708.56 INLET, R13 , MODIFIED | | | 0169 720-45205 1.000 EACH | 3300.00000 3300.00| 2100.00000 2100.00| 1641.93000 1641.93 CATCH BASIN, A2 | | | 0170 720-45410 2.000 EACH | 2400.00000 4800.00| 1730.00000 3460.00| 1707.84000 3415.68 MANHOLE, C4 | | | 0171 720-45415 1.000 EACH | 4200.00000 4200.00| 4560.00000 4560.00| 2978.88000 2978.88 MANHOLE, D4 | | | 0173 728-98377 LUMP | 9000.00000 9000.00| 5029.08000 5029.08| 6914.23000 6914.23 MASONRY COATING , STR. NO. 2 | | | 0174 728-98377 LUMP | 10000.00000 10000.00| 7239.67000 7239.67| 10074.56000 10074.56 MASONRY COATING , STR. NO. 3 | | | 0175 728-98377 LUMP | 10000.00000 10000.00| 4332.75000 4332.75| 9910.12000 9910.12 MASONRY COATING , STR. NO. 4 | | | 0176 728-98377 LUMP | 10000.00000 10000.00| 3249.56000 3249.56| 9467.07000 9467.07 MASONRY COATING , STR. NO. 5 | | | 0177 731-93945 103925.000 SFT | 12.50000 1299062.50| 13.77000 1431047.25| 13.49000 1401948.25 FACE PANELS, CONCRETE | | | 0178 731-93946 103925.000 SFT | 7.50000 779437.50| 5.52000 573666.00| 8.74000 908304.50 WALL ERECTION | | | 0179 731-93947 8978.000 LFT | 10.00000 89780.00| 14.32000 128564.96| 17.90000 160706.20 LEVELING PAD, CONCRETE | | | 0181 801-03290 8.000 EACH | 500.00000 4000.00| 450.00000 3600.00| 459.18000 3673.44 CONSTRUCTION SIGN, C , WORK ZONE | | | SPECIAL PATROL | | | 0182 801-06198 240.000 DAY | 250.00000 60000.00| 200.00000 48000.00| 591.83000 142039.20 PATROLLER | | | 0183 801-06203 154484.000 LFT | 0.07000 10813.88| 0.06000 9269.04| 0.06000 9269.04 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0184 801-06204 22176.000 LFT | 0.07000 1552.32| 0.08000 1774.08| 0.08000 1774.08 TEMPORARY PAVEMENT MARKING, 5 IN. | | | 0185 801-06586 7466.000 LFT | 0.12000 895.92| 0.12000 895.92| 0.12000 895.92 TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0186 801-06640 71.000 EACH | 150.00000 10650.00| 110.00000 7810.00| 112.24000 7969.04 CONSTRUCTION SIGN, A | | | 0187 801-06645 4.000 EACH | 85.00000 340.00| 65.00000 260.00| 66.33000 265.32 CONSTRUCTION SIGN, B | | | 0188 801-06710 450.000 DAY | 18.00000 8100.00| 5.00000 2250.00| 11.22000 5049.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/03/05 PAGE : 220 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 55,705,933 ROUTE : 465 CALL ORDER : 220 CONTRACT ID : R -27533-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 99-9994428 |( 3 ) 35-1917625 |WALSH CONSTR CO. OF ILL |RIETH RILEY/BERNS/WEDDLE J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0189 801-06775 LUMP | 750000.00000 750000.00| 448689.34000 448689.34| 602724.19000 602724.19 MAINTAINING TRAFFIC | | | 0190 801-06808 4000.000 HRS | 23.00000 92000.00| 42.30000 169200.00| 23.47000 93880.00 TRUCK, TOW | | | 0191 801-07118 216.000 LFT | 13.00000 2808.00| 11.00000 2376.00| 11.22000 2423.52 BARRICADE, III-A | | | 0192 801-09133 4.000 EACH | 8000.00000 32000.00| 5000.00000 20000.00| 8163.20000 32652.80 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0193 802-04893 26.000 EACH | 144.00000 3744.00| 144.00000 3744.00| 146.94000 3820.44 REFERENCE POST | | | 0194 802-05702 157.000 LFT | 11.40000 1789.80| 11.40000 1789.80| 11.63000 1825.91 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0195 802-07057 2179.000 SFT | 13.50000 29416.50| 13.50000 29416.50| 13.78000 30026.62 SIGN, PANEL, WITH LEGEND | | | 0196 802-07101 7.000 EACH | 15100.00000 105700.00| 15100.00000 105700.00| 15408.04000 107856.28 SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0197 802-07137 6.000 EACH | 259.00000 1554.00| 259.00000 1554.00| 264.28000 1585.68 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION,VIII | | | 0198 802-07138 2.000 EACH | 259.00000 518.00| 259.00000 518.00| 264.29000 528.58 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0199 802-07151 6.000 EACH | 259.00000 1554.00| 259.00000 1554.00| 264.28000 1585.68 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0200 802-07272 4.000 EACH | 4173.52000 16694.08| 3510.94000 14043.76| 6251.86000 25007.44 BOX TRUSS SIGN FOUNDATION, V-B | | | 0203 802-07282 3.000 EACH | 4844.00000 14532.00| 4195.90000 12587.70| 6409.96000 19229.88 BOX TRUSS SIGN FOUNDATION, VI-B | | | 0206 802-76025 6.000 SFT | 15.90000 95.40| 15.90000 95.40| 16.23000 97.38 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0207 802-76035 321.000 SFT | 15.40000 4943.40| 15.40000 4943.40| 15.71000 5042.91 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0208 802-76095 2612.000 LBS | 2.64000 6895.68| 2.64000 6895.68| 2.69000 7026.28 STRUCTURAL STEEL, BREAKAWAY | | | 0209 802-76110 4.000 EACH | 35600.00000 142400.00| 35600.00000 142400.00| 36326.24000 145304.96 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/03/05 PAGE : 220 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 55,705,933 ROUTE : 465 CALL ORDER : 220 CONTRACT ID : R -27533-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 99-9994428 |( 3 ) 35-1917625 |WALSH CONSTR CO. OF ILL |RIETH RILEY/BERNS/WEDDLE J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0210 802-76110 3.000 EACH | 52200.00000 156600.00| 52200.00000 156600.00| 53264.88000 159794.64 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | , SPECIAL | | | 0211 802-93389 14.000 EACH | 860.00000 12040.00| 860.00000 12040.00| 877.54000 12285.56 BARRIER WALL SIGN BRACKET, SHOULDER | | | 0212 804-06771 19.000 EACH | 40.00000 760.00| 15.00000 285.00| 22.45000 426.55 DELINEATOR POST, FLEXIBLE | | | 0213 805-04977 2.000 EACH | 8472.23000 16944.46| 8470.65000 16941.30| 8643.45000 17286.90 MICROLOOP , DETECTOR EQUIPMENT, SITE | | | TYPE 6, | | | 0214 805-04977 1.000 EACH | 6749.93000 6749.93| 6748.35000 6748.35| 6886.02000 6886.02 MICROLOOP , SPEED DETECTION, 5 LANES | | | 0215 805-04977 3.000 EACH | 8042.65000 24127.95| 8041.07000 24123.21| 8205.11000 24615.33 MICROLOOP , SPEED DETECTION, 6 LANES | | | 0216 805-05406 2.000 EACH | 55000.00000 110000.00| 50482.33000 100964.66| 51512.17000 103024.34 DATA COLLECTION SITE , 11 LANE | | | 0217 805-06107 24.000 EACH | 24.86000 596.64| 24.86000 596.64| 25.37000 608.88 PADLOCK | | | 0218 805-06592 1200.000 LFT | 18.00000 21600.00| 17.96000 21552.00| 18.33000 21996.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0219 805-06592 675.000 LFT | 18.00000 12150.00| 16.98000 11461.50| 17.33000 11697.75 CONDUIT, STEEL, GALVANIZED, 2 IN. , IN | | | TRENCH | | | 0220 805-06592 215.000 LFT | 18.00000 3870.00| 17.96000 3861.40| 18.33000 3940.95 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | DIRECTIONAL PUSH | | | 0221 805-06595 12639.000 LFT | 4.00000 50556.00| 3.86000 48786.54| 3.94000 49797.66 CONDUIT, PVC, 2 IN. | | | 0222 805-06595 4385.000 LFT | 5.00000 21925.00| 4.60000 20171.00| 4.69000 20565.65 CONDUIT, PVC, 2 IN. , IN BRIDGE | | | 0223 805-06595 1300.000 LFT | 6.00000 7800.00| 5.85000 7605.00| 5.97000 7761.00 CONDUIT, PVC, 2 IN. , IN TRENCH | | | 0224 805-06600 840.000 LFT | 18.00000 15120.00| 15.84000 13305.60| 16.16000 13574.40 CONDUIT, PVC, 3 IN. , DIRECTIONAL PUSH | | | 0225 805-06600 2200.000 LFT | 20.00000 44000.00| 18.87000 41514.00| 19.25000 42350.00 CONDUIT, PVC, 3 IN. , IN TRENCH | | | 0226 805-07074 2.000 EACH | 12137.52000 24275.04| 12134.37000 24268.74| 12381.91000 24763.82 ITS CONTROLLER CABINET | | | 0227 805-07075 2.000 EACH | 8474.23000 16948.46| 8467.25000 16934.50| 8639.98000 17279.96 ITS CABINET FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/03/05 PAGE : 220 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 55,705,933 ROUTE : 465 CALL ORDER : 220 CONTRACT ID : R -27533-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 99-9994428 |( 3 ) 35-1917625 |WALSH CONSTR CO. OF ILL |RIETH RILEY/BERNS/WEDDLE J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0228 805-07751 1.000 EACH | 75000.00000 75000.00| 65013.50000 65013.50| 66339.78000 66339.78 ATR STATION , 12 LANE | | | 0229 805-86838 55000.000 LFT | 1.19000 65450.00| 1.19000 65450.00| 1.21000 66550.00 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0230 805-86889 11500.000 LFT | 0.47000 5405.00| 0.47000 5405.00| 0.48000 5520.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0232 805-95568 750.000 LFT | 7.97000 5977.50| 7.96000 5970.00| 8.12000 6090.00 CONDUIT, PVC, 4 IN. , IN TRENCH | | | 0233 805-95568 29400.000 LFT | 5.00000 147000.00| 5.00000 147000.00| 5.10000 149940.00 CONDUIT, PVC, 4 IN. POLYDUCT | | | 0234 805-95568 900.000 LFT | 7.00000 6300.00| 7.00000 6300.00| 7.14000 6426.00 CONDUIT, PVC, 4 IN. POLYDUCT IN BRIDGE | | | DECK | | | 0235 805-98336 1200.000 LFT | 6.17000 7404.00| 6.16000 7392.00| 6.29000 7548.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0236 807-02191 41.000 EACH | 740.40000 30356.40| 739.69000 30327.29| 754.78000 30945.98 HANDHOLE, LIGHTING | | | 0237 807-02191 35.000 EACH | 770.00000 26950.00| 770.00000 26950.00| 785.71000 27499.85 HANDHOLE, LIGHTING , QUAZITE | | | 0238 807-02193 22.000 EACH | 771.23000 16967.06| 770.52000 16951.44| 786.24000 17297.28 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0239 807-04651 850.000 LFT | 5.46000 4641.00| 5.45000 4632.50| 5.56000 4726.00 WIRE , XHHW, NO. 2 COPPER | | | 0240 807-04652 2.000 EACH | 3315.05000 6630.10| 3312.92000 6625.84| 3380.51000 6761.02 SERVICE POINT , ATMS | | | 0241 807-04654 1.000 EACH | 1037.58000 1037.58| 1037.05000 1037.05| 1058.21000 1058.21 LIGHT POLE , 40 FT. E.M.H., 2 FT. MAST | | | ARM, | | | 0242 807-04654 51.000 EACH | 1037.58000 52916.58| 1037.05000 52889.55| 1400.04000 71402.04 LIGHT POLE , 40 FT. E.M.H., TWIN MAST | | | ARM, | | | 0243 807-04654 22.000 EACH | 1161.88000 25561.36| 1161.35000 25549.70| 1185.04000 26070.88 LIGHT POLE , 42 FT. E.M.H., 2 FT. MAST | | | ARM, | | | 0244 807-04866 2.000 EACH | 116.00000 232.00| 116.00000 232.00| 118.37000 236.74 LUMINAIRE , RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/03/05 PAGE : 220 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 55,705,933 ROUTE : 465 CALL ORDER : 220 CONTRACT ID : R -27533-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 99-9994428 |( 3 ) 35-1917625 |WALSH CONSTR CO. OF ILL |RIETH RILEY/BERNS/WEDDLE J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0245 807-04967 10300.000 LFT | 1.03000 10609.00| 1.03000 10609.00| 1.05000 10815.00 CABLE , HOMERUN | | | 0246 807-05073 8.000 EACH | 775.00000 6200.00| 689.29000 5514.32| 703.35000 5626.80 JUNCTION BOX , BRIDGE MOUNTED | | | 0247 807-07580 11500.000 LFT | 6.17000 70955.00| 6.16000 70840.00| 6.29000 72335.00 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0248 807-82056 2.000 EACH | 320.18000 640.36| 319.79000 639.58| 326.32000 652.64 UNDERPASS CIRCUIT INSTALLATION, 6 | | | LUMINAIRES | | | 0249 807-86620 124.000 EACH | 479.59000 59469.16| 479.39000 59444.36| 489.17000 60657.08 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT , MONGOOSE | | | 0250 807-86750 12.000 EACH | 416.15000 4993.80| 415.95000 4991.40| 424.44000 5093.28 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0251 807-86810 5.000 EACH | 4307.65000 21538.25| 4305.28000 21526.40| 4393.11000 21965.55 SERVICE POINT, II | | | 0252 807-86910 87.000 EACH | 30.41000 2645.67| 30.39000 2643.93| 31.01000 2697.87 CONNECTOR KIT, UNFUSED | | | 0253 807-86915 148.000 EACH | 30.41000 4500.68| 30.39000 4497.72| 31.01000 4589.48 CONNECTOR KIT, FUSED | | | 0254 807-86920 57.000 EACH | 15.60000 889.20| 15.58000 888.06| 15.90000 906.30 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0255 807-86925 191.000 EACH | 32.52000 6211.32| 32.48000 6203.68| 33.14000 6329.74 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0256 807-86935 163.000 EACH | 32.52000 5300.76| 32.48000 5294.24| 33.14000 5401.82 INSULATION LINK, WATERPROOFED | | | 0257 807-86950 87.000 EACH | 19.74000 1717.38| 19.72000 1715.64| 20.12000 1750.44 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0258 807-86955 9.000 EACH | 162.58000 1463.22| 162.38000 1461.42| 165.69000 1491.21 CABLE DUCT MARKER | | | 0259 808-03631 40304.000 LFT | 0.34000 13703.36| 0.31000 12494.24| 0.35000 14106.40 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0260 808-03632 36583.000 LFT | 0.34000 12438.22| 0.31000 11340.73| 0.35000 12804.05 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/03/05 PAGE : 220 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 55,705,933 ROUTE : 465 CALL ORDER : 220 CONTRACT ID : R -27533-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 99-9994428 |( 3 ) 35-1917625 |WALSH CONSTR CO. OF ILL |RIETH RILEY/BERNS/WEDDLE J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0261 808-05534 13661.000 LFT | 0.72000 9835.92| 0.41000 5601.01| 0.73000 9972.53 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0262 808-05535 539.000 LFT | 6.80000 3665.20| 9.60000 5174.40| 6.94000 3740.66 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0263 808-06716 134146.000 LFT | 0.24000 32195.04| 0.14000 18780.44| 0.24000 32195.04 LINE, REMOVE | | | 0264 808-74811 25989.000 LFT | 0.45000 11695.05| 0.33000 8576.37| 0.46000 11954.94 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0265 808-75996 1400.000 EACH | 6.00000 8400.00| 0.01000 14.00| 4.95000 6930.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0266 808-75998 1568.000 EACH | 26.00000 40768.00| 26.00000 40768.00| 24.49000 38400.32 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0267 202-02272 115.000 LFT | 5.79000 665.85| 5.00000 575.00| 6.88000 791.20 PAVED SIDE DITCH, REMOVE | | | 0268 202-02278 150.000 LFT | 3.86000 579.00| 2.00000 300.00| 10.55000 1582.50 CURB, CONCRETE, REMOVE | | | 0269 206-04301 500.000 SFT | 16.00000 8000.00| 19.52000 9760.00| 27.42000 13710.00 SHEET PILING, STEEL, S=18.1 | | | 0270 402-07784 507.000 TON | 62.00000 31434.00| 62.00000 31434.00| 56.05000 28417.35 HMA SURFACE, TYPE D | | | 0271 402-07785 845.000 TON | 41.00000 34645.00| 42.00000 35490.00| 37.00000 31265.00 HMA INTERMEDIATE, TYPE D | | | 0272 402-07786 3317.000 TON | 34.00000 112778.00| 32.00000 106144.00| 29.40000 97519.80 HMA BASE, TYPE D | | | 0273 402-08346 316010.000 TON | 30.27000 9565622.70| 29.50000 9322295.00| 30.27000 9565622.70 HMA PAVEMENT MIXTURES, WARRANTED | | | 0274 402-08347 25428.000 TON | 60.15000 1529494.20| 69.00000 1754532.00| 68.50000 1741818.00 SMA PAVEMENT MIXTURES, WARRANTED | | | 0275 601-07023 1.000 EACH | 11975.00000 11975.00| 12000.00000 12000.00| 13607.87000 13607.87 ENERGY ABSORBING TERMINAL, CZ, TL-2 , | | | LEAVE IN PLACE | | | 0276 601-07023 4.000 EACH | 4200.00000 16800.00| 4225.00000 16900.00| 7230.37000 28921.48 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0277 601-96063 106.000 LFT | 82.00000 8692.00| 83.00000 8798.00| 80.61000 8544.66 HANDRAIL, ALUMINUM, SCHEDULE 40, 2 IN. | | | DIA. X 3 FT. 6 IN. HIGH | | | 0278 603-06065 3200.000 LFT | 13.00000 41600.00| 12.10000 38720.00| 10.36000 33152.00 FENCE, CHAIN LINK, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/03/05 PAGE : 220 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 55,705,933 ROUTE : 465 CALL ORDER : 220 CONTRACT ID : R -27533-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 99-9994428 |( 3 ) 35-1917625 |WALSH CONSTR CO. OF ILL |RIETH RILEY/BERNS/WEDDLE J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0279 801-06469 23201.000 LFT | 0.01000 232.01| 1.30000 30161.30| 1.33000 30857.33 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0280 801-06207 204504.000 LFT | 0.01000 2045.04| 0.58000 118612.32| 0.76000 155423.04 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0281 801-06211 27.000 EACH | 48.00000 1296.00| 48.00000 1296.00| 48.98000 1322.46 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0282 801-06212 27.000 EACH | 69.50000 1876.50| 69.50000 1876.50| 70.92000 1914.84 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0283 711-51038 LUMP | 25000.00000 25000.00| 7711.63000 7711.63| 15293.61000 15293.61 STRUCTURAL STEEL , GALVANIZED, STR. NO. | | | 2 | | | 0284 801-04308 21.000 EACH | 305.00000 6405.00| 305.00000 6405.00| 311.22000 6535.62 ROAD CLOSURE SIGN ASSEMBLY | | | 0285 801-06639 2666.000 LFT | 16.00000 42656.00| 22.86000 60944.76| 26.26000 70009.16 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0286 801-06646 30842.000 LFT | 12.00000 370104.00| 6.32000 194921.44| 18.00000 555156.00 TEMPORARY CONCRETE BARRIER | | | 0287 801-95580 1300.000 LFT | 22.00000 28600.00| 12.30000 15990.00| 20.00000 26000.00 TEMPORARY CONCRETE BARRIER, LEAVE IN | | | PLACE | | | 0288 802-07282 2.000 EACH | 8000.00000 16000.00| 5103.19000 10206.38| 9206.94000 18413.88 BOX TRUSS SIGN FOUNDATION, VI-B , | | | MODIFIED 1 | | | 0289 802-07282 4.000 EACH | 8000.00000 32000.00| 5156.14000 20624.56| 8993.91000 35975.64 BOX TRUSS SIGN FOUNDATION, VI-B , | | | MODIFIED 2 | | | 0290 802-07282 1.000 EACH | 8000.00000 8000.00| 6260.69000 6260.69| 9717.79000 9717.79 BOX TRUSS SIGN FOUNDATION, VI-B , | | | MODIFIED 3 | | | 0291 805-86930 44.000 EACH | 15.60000 686.40| 15.58000 685.52| 15.90000 699.60 INSULATING LINK, NOT WATERPROOFED | | | 0292 805-86900 63.000 EACH | 103.51000 6521.13| 103.39000 6513.57| 351.18000 22124.34 JUNCTION BOX , 12 IN. X 12 IN. X 12 IN. | | | 0293 807-04653 51.000 EACH | 1400.00000 71400.00| 1181.81000 60272.31| 949.45000 48421.95 LIGHTING FOUNDATION , CONCRETE MEDIAN | | | WALL, WITH GROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/03/05 PAGE : 220 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 55,705,933 ROUTE : 465 CALL ORDER : 220 CONTRACT ID : R -27533-A COUNTIES : MARION LETTING DATE : 11/16/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 99-9994428 |( 3 ) 35-1917625 |WALSH CONSTR CO. OF ILL |RIETH RILEY/BERNS/WEDDLE J/V |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0294 210-05815 4.000 EACH | 7700.00000 30800.00| 7700.00000 30800.00| 7857.08000 31428.32 LIGHTING , ACCENT | | | 0295 609-06259 1899.000 SYS | 43.00000 81657.00| 51.96000 98672.04| 91.48000 173720.52 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0296 709-07733 LUMP | 2500.00000 2500.00| 2022.69000 2022.69| 1535.29000 1535.29 ANTI-GRAFFITI COAT , STR. NO. 2 | | | 0297 709-07733 LUMP | 2500.00000 2500.00| 3083.77000 3083.77| 2343.04000 2343.04 ANTI-GRAFFITI COAT , STR. NO. 3 | | | 0298 711-51038 LUMP | 25000.00000 25000.00| 11652.00000 11652.00| 24119.91000 24119.91 STRUCTURAL STEEL , GALVANIZED, STR. NO. | | | 3 | | | 0299 707-08357 4457.000 LFT | 235.00000 1047395.00| 217.70000 970288.90| 190.13000 847409.41 STRUCTURAL MEMBERS, 36 IN, X 49 IN. | | | 0300 709-07733 LUMP | 2500.00000 2500.00| 2122.16000 2122.16| 1622.43000 1622.43 ANTI-GRAFFITI COAT , STR. NO. 4 | | | 0301 709-07733 LUMP | 4500.00000 4500.00| 1492.15000 1492.15| 3606.50000 3606.50 ANTI-GRAFFITI COAT , STR. NO. 5 | | | 0302 709-07733 LUMP | 1289.80000 1289.80| 2022.69000 2022.69| 1316.11000 1316.11 ANTI-GRAFFITI COAT , STR. NO. 8 | | | 0303 728-98377 LUMP | 12000.00000 12000.00| 2940.08000 2940.08| 10243.85000 10243.85 MASONRY COATING , STR. NO. 8 | | | 0304 108-03287 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 INCENTIVE AND DISINCENTIVE | | | 0305 711-51038 LUMP | 25000.00000 25000.00| 9243.56000 9243.56| 15402.72000 15402.72 STRUCTURAL STEEL , GALVANIZED, STR. NO. | | | 4 | | | 0306 711-51038 LUMP | 25000.00000 25000.00| 9243.56000 9243.56| 15402.72000 15402.72 STRUCTURAL STEEL , GALVANIZED, STR. NO. | | | 5 | | | 0307 709-07733 LUMP | 50000.00000 50000.00| 92977.23000 92977.23| 66287.51000 66287.51 ANTI-GRAFFITI COAT | | | SECTION TOTALS | $ 37,673,000.00| $ 39,759,440.00| $ 40,578,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 37,673,000.00| $ 39,759,440.00| $ 40,578,000.00 ====================================================================================================================================