INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 421 CALL ORDER : 140 CONTRACT ID : R -26752-A COUNTIES : WHITE LETTING DATE : 02/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC $ 1,077,218.78 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,098,328.00 101.9596% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,156,467.98 105.2935% 4 90-0177865 HIS CONSTRUCTORS LLC $ 1,194,071.23 108.7172% ================================================================================================================================== ---------------------------------------------------------------------------------------------------------------------------------- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/04/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 4,815,786.98 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 4,928,850.00 102.3478% 3 35-1139301 E & B PAVING, INC. $ 4,933,000.00 102.4339% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 5,286,608.00 109.7766% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 5,679,456.78 117.9341% ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |SCHUTT-LOOKABILL CO |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 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 61398.00000 61398.00| 58000.00000 58000.00| 75100.00000 75100.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 16.000 MOS | 1862.35000 29797.60| 2200.00000 35200.00| 2350.00000 37600.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 235324.35000 235324.35| 200797.45000 200797.45| 246650.00000 246650.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 48264.87000 48264.87| 15000.00000 15000.00| 49000.00000 49000.00 CLEARING RIGHT OF WAY | | | 0008 202-02240 17934.000 m2 | 4.83000 86621.22| 11.00000 197274.00| 5.14000 92180.76 PAVEMENT REMOVAL | | | 0009 202-02241 221.000 m | 5.72000 1264.12| 11.00000 2431.00| 12.20000 2696.20 GUARDRAIL, REMOVE | | | 0010 202-02273 2182.000 m2 | 14.57000 31791.74| 15.00000 32730.00| 10.95000 23892.90 CENTER CURB, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 202-02274 992.000 m | 15.22000 15098.24| 22.00000 21824.00| 12.21000 12112.32 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0012 202-04089 31.000 EACH | 32.40000 1004.40| 30.00000 930.00| 30.00000 930.00 SIGN, SHEET, REMOVE | | | 0013 202-04998 4.000 EACH | 9180.00000 36720.00| 12000.00000 48000.00| 8500.00000 34000.00 RAILROAD HEADER, HMA | | | 0014 202-51133 54.000 m | 1.84000 99.36| 10.00000 540.00| 10.00000 540.00 RAILING, REMOVE | | | 0015 202-51328 LUMP | 114173.34000 114173.34| 38000.00000 38000.00| 37867.00000 37867.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0016 202-52710 841.000 m2 | 5.30000 4457.30| 11.00000 9251.00| 4.95000 4162.95 SIDEWALK, CONCRETE, REMOVE | | | 0017 202-74050 1.000 EACH | 162.00000 162.00| 150.00000 150.00| 150.00000 150.00 SIGN, OVERHEAD, REMOVE | | | 0018 202-78515 LUMP | 19051.20000 19051.20| 17640.00000 17640.00| 17640.00000 17640.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0019 202-91385 39.000 EACH | 99.59000 3884.01| 250.00000 9750.00| 500.00000 19500.00 INLET, REMOVE | | | 0020 202-93047 11.000 EACH | 311.49000 3426.39| 450.00000 4950.00| 1000.00000 11000.00 MANHOLE, REMOVE | | | 0021 202-94954 790.000 m | 19.03000 15033.70| 40.00000 31600.00| 54.00000 42660.00 BARRIER WALL, CONCRETE, REMOVE | | | 0022 202-96133 1500.000 m | 15.51000 23265.00| 40.00000 60000.00| 50.00000 75000.00 PIPE, REMOVE | | | 0023 203-02000 3834.000 m3 | 35.12000 134650.08| 50.00000 191700.00| 47.50000 182115.00 EXCAVATION, COMMON | | | 0024 205-06931 28.000 Mg | 40.36000 1130.08| 55.00000 1540.00| 42.00000 1176.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0025 205-06933 2.000 EACH | 97.20000 194.40| 90.00000 180.00| 90.00000 180.00 TEMPORARY DITCH INLET PROTECTION | | | 0026 205-06937 846.000 m | 4.08000 3451.68| 3.90000 3299.40| 3.78000 3197.88 TEMPORARY SILT FENCE | | | 0027 207-08263 20467.000 m2 | 6.47000 132421.49| 4.00000 81868.00| 6.55000 134058.85 SUBGRADE TREATMENT, TYPE IA | | | 0028 211-07454 2474.000 m3 | 27.28000 67490.72| 35.00000 86590.00| 21.50000 53191.00 STRUCTURE BACKFILL | | | 0029 213-52830 8.000 m3 | 140.00000 1120.00| 150.00000 1200.00| 150.00000 1200.00 FLOWABLE MORTAR | | | 0030 301-07448 408.000 Mg | 25.52000 10412.16| 27.00000 11016.00| 24.00000 9792.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 302-07455 164.000 m3 | 58.70000 9626.80| 38.00000 6232.00| 38.00000 6232.00 DENSE GRADED SUBBASE | | | 0032 304-07783 201.000 Mg | 75.60000 15195.60| 120.00000 24120.00| 70.00000 14070.00 HMA PATCHING, TYPE D | | | 0033 304-07789 67.000 Mg | 75.60000 5065.20| 120.00000 8040.00| 70.00000 4690.00 WIDENING WITH HMA, TYPE D | | | 0034 306-08036 30724.000 m2 | 1.72000 52845.28| 0.60000 18434.40| 1.12000 34410.88 MILLING, ASPHALT, 50 mm | | | 0035 306-08039 1479.000 m2 | 5.99000 8859.21| 3.50000 5176.50| 5.24000 7749.96 MILLING, ASPHALT REMOVAL | | | 0036 306-08043 542.000 m2 | 8.47000 4590.74| 5.00000 2710.00| 8.41000 4558.22 MILLING, TRANSITION | | | 0037 311-06465 4348.000 m2 | 3.15000 13696.20| 2.10000 9130.80| 1.35000 5869.80 PCCP CRACKING AND SEATING | | | 0038 401-07335 4950.000 Mg | 75.60000 374220.00| 63.00000 311850.00| 70.00000 346500.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0039 401-07404 9955.000 Mg | 46.44000 462310.20| 47.00000 467885.00| 43.00000 428065.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0040 401-07409 9899.000 Mg | 42.12000 416945.88| 42.00000 415758.00| 39.00000 386061.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0041 401-08333 3821.000 Mg | 48.60000 185700.60| 47.00000 179587.00| 45.00000 171945.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0042 402-07432 34.000 Mg | 129.60000 4406.40| 150.00000 5100.00| 120.00000 4080.00 HMA SURFACE, TYPE A | | | 0043 402-07435 56.000 Mg | 109.08000 6108.48| 100.00000 5600.00| 101.00000 5656.00 HMA INTERMEDIATE, TYPE A | | | 0044 402-07453 774.000 Mg | 51.84000 40124.16| 65.00000 50310.00| 48.00000 37152.00 HMA FOR TEMPORARY PAVEMENT | | | 0045 406-05520 46.000 Mg | 259.20000 11923.20| 230.00000 10580.00| 240.00000 11040.00 ASPHALT FOR TACK COAT | | | 0046 601-01522 4.000 EACH | 1890.00000 7560.00| 1645.00000 6580.00| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0047 601-05586 1.000 EACH | 2106.00000 2106.00| 2148.00000 2148.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0048 601-05999 2.000 EACH | 51.84000 103.68| 32.00000 64.00| 40.00000 80.00 CURVED TERMINAL END | | | 0049 601-94689 1.000 EACH | 2268.00000 2268.00| 3530.00000 3530.00| 2900.00000 2900.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 601-99105 60.000 m | 48.60000 2916.00| 49.00000 2940.00| 70.00000 4200.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0051 602-06729 10.000 EACH | 7.95000 79.50| 10.00000 100.00| 10.00000 100.00 BARRIER DELINEATOR | | | 0052 604-06070 2287.000 m2 | 28.63000 65476.81| 40.00000 91480.00| 42.00000 96054.00 SIDEWALK, CONCRETE | | | 0053 604-07896 36.000 m2 | 97.79000 3520.44| 100.00000 3600.00| 125.00000 4500.00 CURB RAMP, CONCRETE, B | | | 0054 604-07897 3.000 m2 | 132.37000 397.11| 100.00000 300.00| 500.00000 1500.00 CURB RAMP, CONCRETE, C | | | 0055 604-07901 81.000 m2 | 105.50000 8545.50| 100.00000 8100.00| 125.00000 10125.00 CURB RAMP, CONCRETE, G | | | 0056 604-07902 20.000 m2 | 105.90000 2118.00| 100.00000 2000.00| 165.00000 3300.00 CURB RAMP, CONCRETE, H | | | 0057 604-07903 9.000 m2 | 78.72000 708.48| 100.00000 900.00| 175.00000 1575.00 CURB RAMP, CONCRETE, K | | | 0058 604-07904 11.000 m2 | 103.12000 1134.32| 100.00000 1100.00| 155.00000 1705.00 CURB RAMP, CONCRETE, L | | | 0059 605-06090 6.000 m | 78.64000 471.84| 80.00000 480.00| 74.00000 444.00 CURB, INTEGRAL, CONCRETE | | | 0060 605-06120 2393.000 m | 40.53000 96988.29| 40.00000 95720.00| 31.00000 74183.00 CURB, CONCRETE | | | 0061 605-06140 1736.000 m | 47.32000 82147.52| 45.00000 78120.00| 50.00000 86800.00 CURB AND GUTTER, CONCRETE | | | 0062 605-06235 12.000 m | 97.78000 1173.36| 82.00000 984.00| 82.00000 984.00 CENTER CURB, D, CONCRETE, MODIFIED | | | 0063 605-06255 1695.000 m2 | 87.24000 147871.80| 77.00000 130515.00| 70.00000 118650.00 CENTER CURB, D, CONCRETE | | | 0064 609-06259 460.000 m2 | 70.45000 32407.00| 71.00000 32660.00| 71.00000 32660.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0065 610-07712 1074.000 m2 | 41.76000 44850.24| 50.00000 53700.00| 42.00000 45108.00 PCCP FOR APPROACHES, 150 mm | | | 0066 610-07788 210.000 Mg | 97.20000 20412.00| 100.00000 21000.00| 90.00000 18900.00 HMA FOR APPROACHES, TYPE D | | | 0067 615-06505 5.000 EACH | 556.20000 2781.00| 595.00000 2975.00| 450.00000 2250.00 MONUMENT, B | | | 0068 615-06510 4.000 EACH | 502.20000 2008.80| 400.00000 1600.00| 325.00000 1300.00 MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 615-06527 2.000 EACH | 513.00000 1026.00| 710.00000 1420.00| 325.00000 650.00 MONUMENT, SECTION CORNER | | | 0070 616-02320 1484.000 m2 | 2.65000 3932.60| 2.00000 2968.00| 2.00000 2968.00 GEOTEXTILES | | | 0071 616-05688 300.000 Mg | 61.06000 18318.00| 60.00000 18000.00| 55.41000 16623.00 RIPRAP, CLASS 1 | | | 0072 616-06405 1010.000 Mg | 42.83000 43258.30| 40.00000 40400.00| 24.60000 24846.00 RIPRAP, REVETMENT | | | 0073 621-01004 2.000 EACH | 378.00000 756.00| 350.00000 700.00| 350.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0074 621-06560 500.000 m2 | 0.70000 350.00| 0.65000 325.00| 0.65000 325.00 MULCHED SEEDING, U | | | 0075 621-06567 200.000 kL | 1.08000 216.00| 1.00000 200.00| 1.00000 200.00 WATER | | | 0076 621-06570 1940.000 m3 | 36.30000 70422.00| 45.00000 87300.00| 35.50000 68870.00 TOP SOIL | | | 0077 621-06574 25.000 m2 | 3.07000 76.75| 2.90000 72.50| 4.99000 124.75 SODDING | | | 0078 621-06575 11059.000 m2 | 3.07000 33951.13| 2.90000 32071.10| 4.99000 55184.41 SODDING, NURSERY | | | 0079 702-03607 6.000 EACH | 407.81000 2446.86| 500.00000 3000.00| 500.00000 3000.00 CORED HOLE IN CONCRETE | | | 0080 702-51863 736.000 EACH | 8.43000 6204.48| 8.00000 5888.00| 8.00000 5888.00 FIELD DRILLED HOLE IN CONCRETE | | | 0081 703-51030 9042.000 kg | 2.36000 21339.12| 1.83000 16546.86| 1.83000 16546.86 REINFORCING STEEL | | | 0082 703-51032 3043.000 kg | 2.60000 7911.80| 2.10000 6390.30| 2.10000 6390.30 REINFORCING STEEL, EPOXY COATED | | | 0083 706-05732 4.000 EACH | 1140.00000 4560.00| 1600.00000 6400.00| 1600.00000 6400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0084 706-51025 54.000 m | 240.05000 12962.70| 107.00000 5778.00| 107.00000 5778.00 CONCRETE, C, RAILING | | | 0085 709-51821 LUMP | 3181.68000 3181.68| 3850.00000 3850.00| 2946.00000 2946.00 SURFACE SEAL | | | 0086 710-51870 10.000 m2 | 576.08000 5760.80| 540.00000 5400.00| 540.00000 5400.00 REPOINTING MASONRY IN STRUCTURES | | | 0087 715-05024 238.000 m | 190.76000 45400.88| 270.00000 64260.00| 320.00000 76160.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 715-05048 1717.000 m | 10.27000 17633.59| 9.70000 16654.90| 11.25000 19316.25 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0089 715-05053 8.000 m | 56.16000 449.28| 53.00000 424.00| 56.00000 448.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0090 715-05149 61.000 m | 91.11000 5557.71| 140.00000 8540.00| 155.00000 9455.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0091 715-05151 634.000 m | 82.38000 52228.92| 140.00000 88760.00| 170.00000 107780.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0092 715-05152 180.000 m | 100.04000 18007.20| 160.00000 28800.00| 185.00000 33300.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0093 715-05154 287.000 m | 114.94000 32987.78| 190.00000 54530.00| 220.00000 63140.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0094 715-05203 279.000 m | 11.51000 3211.29| 11.00000 3069.00| 20.00000 5580.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0095 715-05756 2.000 m | 270.15000 540.30| 300.00000 600.00| 400.00000 800.00 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0096 715-08283 95.000 m2 | 107.58000 10220.10| 120.00000 11400.00| 58.95000 5600.25 PCCP FOR STRUCTURE INSTALLATION | | | 0097 715-08307 10.000 Mg | 97.20000 972.00| 120.00000 1200.00| 90.00000 900.00 HMA FOR STRUCTURE INSTALLATION, TYPE D | | | 0098 715-46000 9.000 EACH | 202.61000 1823.49| 340.00000 3060.00| 270.00000 2430.00 PIPE END SECTION, 300 mm | | | 0099 715-46005 2.000 EACH | 278.79000 557.58| 360.00000 720.00| 276.00000 552.00 PIPE END SECTION, 375 mm | | | 0100 715-46020 1.000 EACH | 491.63000 491.63| 480.00000 480.00| 350.00000 350.00 PIPE END SECTION, 600 mm | | | 0101 715-91361 3.000 m | 99.71000 299.13| 200.00000 600.00| 150.00000 450.00 PIPE, PVC, 150 mm | | | 0102 718-06526 27.000 Mg | 129.60000 3499.20| 200.00000 5400.00| 150.00000 4050.00 HMA FOR UNDERDRAINS | | | 0103 718-06529 1.000 EACH | 648.00000 648.00| 610.00000 610.00| 500.00000 500.00 OUTLET PROTECTOR, 2 | | | 0104 718-52610 405.000 m3 | 39.91000 16163.55| 38.00000 15390.00| 53.00000 21465.00 AGGREGATE FOR UNDERDRAINS | | | 0105 718-99153 5340.000 m2 | 1.89000 10092.60| 1.80000 9612.00| 1.50000 8010.00 GEOTEXTILES FOR UNDERDRAIN | | | 0106 720-44000 31.000 EACH | 583.50000 18088.50| 400.00000 12400.00| 390.00000 12090.00 CASTING, ADJUST TO GRADE | | | 0107 720-45030 1.000 EACH | 1026.30000 1026.30| 1700.00000 1700.00| 1800.00000 1800.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0108 720-45035 1.000 EACH | 1144.05000 1144.05| 1750.00000 1750.00| 1800.00000 1800.00 INLET, F7 | | | 0109 720-45045 44.000 EACH | 1318.95000 58033.80| 1900.00000 83600.00| 2000.00000 88000.00 INLET, J10 | | | 0110 720-45055 4.000 EACH | 1409.70000 5638.80| 1950.00000 7800.00| 2000.00000 8000.00 INLET, M10 | | | 0111 720-45080 2.000 EACH | 1903.34000 3806.68| 2100.00000 4200.00| 2400.00000 4800.00 INLET, S14 | | | 0112 720-45410 17.000 EACH | 2026.83000 34456.11| 2600.00000 44200.00| 2400.00000 40800.00 MANHOLE, C4 | | | 0113 720-45416 1.000 EACH | 6047.64000 6047.64| 4700.00000 4700.00| 4600.00000 4600.00 MANHOLE, E4 | | | 0114 720-95422 8.000 EACH | 3251.22000 26009.76| 4000.00000 32000.00| 4000.00000 32000.00 MANHOLE, J4 | | | 0115 720-98174 1.000 EACH | 2012.49000 2012.49| 2400.00000 2400.00| 2750.00000 2750.00 INLET, B15 | | | 0116 722-51401 5.000 m2 | 173.44000 867.20| 269.00000 1345.00| 269.00000 1345.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0117 722-51842 695.000 m2 | 58.57000 40706.15| 58.33000 40539.35| 58.33000 40539.35 BRIDGE DECK OVERLAY | | | 0118 722-51846 6.000 m3 | 434.50000 2607.00| 434.50000 2607.00| 434.50000 2607.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0119 722-51852 75.000 m2 | 108.41000 8130.75| 129.12000 9684.00| 129.12000 9684.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0120 722-60824 695.000 m2 | 11.19000 7777.05| 4.80000 3336.00| 4.80000 3336.00 SURFACE MILLING | | | 0121 725-08291 269.000 m | 442.80000 119113.20| 345.00000 92805.00| 340.00000 91460.00 PIPE LINER, CURED-IN-PLACE, 600 mm | | | 0122 725-08293 13.000 m | 691.20000 8985.60| 1200.00000 15600.00| 1174.00000 15262.00 PIPE LINER, CURED-IN-PLACE, 900 mm | | | 0123 725-08481 319.000 m | 248.40000 79239.60| 340.00000 108460.00| 336.00000 107184.00 PIPE LINER, CURED-IN-PLACE, 300 mm | | | 0124 728-98377 LUMP | 2063.88000 2063.88| 2160.00000 2160.00| 1911.00000 1911.00 MASONRY COATING | | | 0125 801-04308 11.000 EACH | 270.00000 2970.00| 255.00000 2805.00| 250.00000 2750.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0126 801-06203 8767.000 m | 1.19000 10432.73| 1.10000 9643.70| 1.10000 9643.70 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0127 801-06207 3086.000 m | 2.70000 8332.20| 2.55000 7869.30| 2.50000 7715.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0128 801-06216 53.000 m | 8.64000 457.92| 8.20000 434.60| 8.00000 424.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0129 801-06469 883.000 m | 6.32000 5580.56| 6.00000 5298.00| 5.85000 5165.55 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0130 801-06640 31.000 EACH | 243.00000 7533.00| 230.00000 7130.00| 225.00000 6975.00 CONSTRUCTION SIGN, A | | | 0131 801-06645 8.000 EACH | 48.60000 388.80| 46.00000 368.00| 45.00000 360.00 CONSTRUCTION SIGN, B | | | 0132 801-06710 1620.000 DAY | 5.40000 8748.00| 6.00000 9720.00| 5.00000 8100.00 FLASHING ARROW SIGN | | | 0133 801-06775 LUMP | 58804.49000 58804.49| 70000.00000 70000.00| 122251.34000 122251.34 MAINTAINING TRAFFIC | | | 0134 801-07023 1.000 EACH | 5076.00000 5076.00| 4300.00000 4300.00| 5600.00000 5600.00 ENERGY ABSORBIBG TERMINAL, CZ, TL-2 | | | 0135 801-07118 155.000 m | 47.52000 7365.60| 45.00000 6975.00| 44.00000 6820.00 BARRICADE, III-A | | | 0136 801-07119 18.000 m | 55.08000 991.44| 52.00000 936.00| 51.00000 918.00 BARRICADE, III-B | | | 0137 801-08401 123.000 m | 55.84000 6868.32| 56.15000 6906.45| 56.15000 6906.45 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0138 801-08508 174.000 m | 57.61000 10024.14| 61.15000 10640.10| 61.15000 10640.10 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0139 802-05701 67.000 m | 33.48000 2243.16| 32.00000 2144.00| 31.00000 2077.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0140 802-05702 9.000 m | 37.80000 340.20| 36.00000 324.00| 35.00000 315.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0141 802-76025 9.000 m2 | 163.08000 1467.72| 152.00000 1368.00| 151.00000 1359.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0142 802-76035 10.000 m2 | 183.60000 1836.00| 170.00000 1700.00| 170.00000 1700.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0143 802-76045 4.000 m2 | 194.40000 777.60| 180.00000 720.00| 180.00000 720.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0144 802-99045 11.000 EACH | 87.48000 962.28| 82.00000 902.00| 81.00000 891.00 SIGN REMOUNTING | | | 0145 805-01842 13.000 EACH | 772.20000 10038.60| 720.00000 9360.00| 715.00000 9295.00 HANDHOLE, SIGNAL | | | 0146 805-01879 4.000 EACH | 529.20000 2116.80| 500.00000 2000.00| 490.00000 1960.00 SIGNAL SERVICE | | | 0147 805-01893 LUMP | 9203.76000 9203.76| 8700.00000 8700.00| 8522.00000 8522.00 MAINTAINING TRAFFIC SIGNAL | | | 0148 805-02072 2.000 EACH | 5246.64000 10493.28| 5000.00000 10000.00| 4858.00000 9716.00 SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0149 805-02072 2.000 EACH | 9331.20000 18662.40| 8800.00000 17600.00| 8640.00000 17280.00 SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | AND 12.2 m ARM | | | 0150 805-02087 LUMP | 1249.56000 1249.56| 1200.00000 1200.00| 1157.00000 1157.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0151 805-02152 12.000 EACH | 515.16000 6181.92| 490.00000 5880.00| 477.00000 5724.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0152 805-02503 3194.000 m | 1.40000 4471.60| 1.30000 4152.20| 1.30000 4152.20 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0153 805-03978 2.000 EACH | 509.76000 1019.52| 480.00000 960.00| 472.00000 944.00 EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0154 805-03980 8.000 EACH | 173.88000 1391.04| 162.00000 1296.00| 161.00000 1288.00 EMERGENCY VEHICLE CONFIRMATION LIGHT KI | | | 0155 805-03983 4.000 EACH | 2327.40000 9309.60| 2200.00000 8800.00| 2155.00000 8620.00 PHASE SELECTORS | | | 0156 805-03985 424.000 m | 5.35000 2268.40| 5.00000 2120.00| 4.95000 2098.80 DETECTOR CABLE 3C 20GA. | | | 0157 805-04989 2.000 EACH | 9885.24000 19770.48| 9300.00000 18600.00| 9153.00000 18306.00 POWER SUPPLY CONTROL CABINET AND | | | FOUNDATION | | | 0158 805-05870 4.000 EACH | 899.64000 3598.56| 850.00000 3400.00| 833.00000 3332.00 SIGNAL SUPPORT FOUNDATION , 900 mm x 2. | | | 1 m | | | 0160 805-05871 6.000 EACH | 563.76000 3382.56| 530.00000 3180.00| 522.00000 3132.00 EMERGENCY VEHICLE LIGHT DETECTOR , | | | SINGLE CHANNEL, TWO DIRECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0161 805-06592 807.000 m | 49.68000 40091.76| 47.00000 37929.00| 46.00000 37122.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0162 805-78205 23.000 EACH | 538.92000 12395.16| 505.00000 11615.00| 499.00000 11477.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0163 805-78215 2.000 EACH | 567.00000 1134.00| 530.00000 1060.00| 525.00000 1050.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0164 805-78230 10.000 EACH | 952.56000 9525.60| 890.00000 8900.00| 882.00000 8820.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0165 805-78415 8.000 EACH | 1402.92000 11223.36| 1300.00000 10400.00| 1299.00000 10392.00 SPAN, CATENARY, AND TETHER | | | 0166 805-78420 8.000 EACH | 232.20000 1857.60| 220.00000 1760.00| 215.00000 1720.00 DISCONNECT HANGER | | | 0167 805-78465 110.000 m | 5.99000 658.90| 5.60000 616.00| 5.55000 610.50 SIGNAL CABLE, 2C 8GA. | | | 0168 805-78480 424.000 m | 2.52000 1068.48| 2.35000 996.40| 2.33000 987.92 SIGNAL CABLE, 3C 14GA. | | | 0169 805-78485 605.000 m | 3.87000 2341.35| 3.60000 2178.00| 3.58000 2165.90 SIGNAL CABLE, 5C 14GA. | | | 0170 805-78490 641.000 m | 4.21000 2698.61| 3.95000 2531.95| 3.90000 2499.90 SIGNAL CABLE, 7C 14GA. | | | 0171 805-78495 317.000 m | 5.51000 1746.67| 5.20000 1648.40| 5.10000 1616.70 SIGNAL CABLE, 9C 14GA. | | | 0172 805-78500 367.000 m | 6.05000 2220.35| 5.70000 2091.90| 5.60000 2055.20 SIGNAL CABLE, 11C 14GA. | | | 0173 805-78510 3777.000 m | 2.39000 9027.03| 2.25000 8498.25| 2.21000 8347.17 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0174 805-78785 16.000 EACH | 537.84000 8605.44| 500.00000 8000.00| 498.00000 7968.00 SIGNAL DETECTOR HOUSING | | | 0175 805-78785 7.000 EACH | 311.04000 2177.28| 290.00000 2030.00| 288.00000 2016.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0176 805-78795 1276.000 m | 25.38000 32384.88| 24.00000 30624.00| 23.50000 29986.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0177 805-78900 4.000 EACH | 479.52000 1918.08| 450.00000 1800.00| 444.00000 1776.00 PEDESTAL FOUNDATION, A | | | 0178 805-78925 2.000 EACH | 858.60000 1717.20| 810.00000 1620.00| 795.00000 1590.00 CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0179 805-81032 8.000 EACH | 3606.12000 28848.96| 3400.00000 27200.00| 3339.00000 26712.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0180 805-90005 4.000 EACH | 683.64000 2734.56| 640.00000 2560.00| 633.00000 2532.00 SIGNAL PEDESTAL, 3.0 m | | | 0181 805-91703 200.000 m | 30.24000 6048.00| 28.50000 5700.00| 28.00000 5600.00 CONDUIT, STEEL, GALVANIZED, 40 mm | | | 0182 805-92504 14.000 EACH | 367.20000 5140.80| 345.00000 4830.00| 340.00000 4760.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0183 805-96121 12.000 EACH | 153.36000 1840.32| 143.00000 1716.00| 142.00000 1704.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0184 805-98336 2580.000 m | 20.52000 52941.60| 19.00000 49020.00| 19.00000 49020.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0185 807-03951 21.000 EACH | 2220.48000 46630.08| 2075.00000 43575.00| 2056.00000 43176.00 LIGHT POLE, ORNAMENTAL , 3592mm | | | 0186 807-03951 21.000 EACH | 3263.76000 68538.96| 3050.00000 64050.00| 3022.00000 63462.00 LIGHT POLE, ORNAMENTAL , 9140mm | | | 0188 807-04651 308.000 m | 7.31000 2251.48| 6.80000 2094.40| 6.77000 2085.16 WIRE , NO. 10, COPPER, 4 1/C, IN POLE | | | 0189 807-04652 2.000 EACH | 1512.00000 3024.00| 1400.00000 2800.00| 1400.00000 2800.00 SERVICE POINT FOR LIGHTING | | | 0190 807-04653 42.000 EACH | 801.36000 33657.12| 750.00000 31500.00| 742.00000 31164.00 LIGHTING FOUNDATION , CONCRETE, WITH | | | GROUNDING, | | | 0191 807-06935 8.000 EACH | 50.76000 406.08| 48.00000 384.00| 47.00000 376.00 INSULATION LINK, WATERPROOFED | | | 0192 807-86910 42.000 EACH | 31.32000 1315.44| 29.50000 1239.00| 29.00000 1218.00 CONNECTOR KIT, UNFUSED | | | 0193 807-86915 42.000 EACH | 31.32000 1315.44| 29.50000 1239.00| 29.00000 1218.00 CONNECTOR KIT, FUSED | | | 0194 807-86925 34.000 EACH | 46.44000 1578.96| 43.50000 1479.00| 43.00000 1462.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0195 807-98690 15.000 EACH | 307.80000 4617.00| 290.00000 4350.00| 285.00000 4275.00 HANDHOLE ADJUSTED TO GRADE | | | 0196 808-03002 140.000 m | 4.05000 567.00| 3.80000 532.00| 3.75000 525.00 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0197 808-03631 460.000 m | 4.05000 1863.00| 3.80000 1748.00| 3.75000 1725.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0198 808-03632 420.000 m | 4.05000 1701.00| 3.80000 1596.00| 3.75000 1575.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0199 808-04298 4.000 EACH | 432.00000 1728.00| 405.00000 1620.00| 400.00000 1600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0200 808-06701 1210.000 m | 0.93000 1125.30| 0.87000 1052.70| 0.86000 1040.60 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0201 808-06703 3863.000 m | 0.93000 3592.59| 0.87000 3360.81| 0.86000 3322.18 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0202 808-06705 26.000 m | 4.32000 112.32| 4.00000 104.00| 4.00000 104.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0203 808-06716 1510.000 m | 1.67000 2521.70| 1.55000 2340.50| 1.55000 2340.50 LINE, REMOVE | | | 0204 808-74807 2.000 EACH | 218.16000 436.32| 205.00000 410.00| 202.00000 404.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0205 808-74808 1.000 EACH | 327.24000 327.24| 305.00000 305.00| 303.00000 303.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0206 808-75245 4854.000 m | 0.95000 4611.30| 0.87000 4222.98| 0.86000 4174.44 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0207 808-75278 126.000 m | 7.56000 952.56| 7.00000 882.00| 7.00000 882.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0208 808-75297 192.000 m | 14.04000 2695.68| 13.00000 2496.00| 13.00000 2496.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0209 808-75300 366.000 m | 3.56000 1302.96| 3.30000 1207.80| 3.30000 1207.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0210 808-75320 50.000 EACH | 59.40000 2970.00| 56.00000 2800.00| 55.00000 2750.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0211 808-75325 23.000 EACH | 75.60000 1738.80| 71.00000 1633.00| 70.00000 1610.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0212 808-75998 7.000 EACH | 91.80000 642.60| 86.00000 602.00| 85.00000 595.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0213 807-04443 1090.000 m | 24.84000 27075.60| 23.00000 25070.00| 23.00000 25070.00 CONDUIT , PVC, 40 mm | | | 0214 805-05870 8.000 EACH | 899.64000 7197.12| 840.00000 6720.00| 833.00000 6664.00 SIGNAL SUPPORT FOUNDATION , 900 mm X | | | 900 mm X 2.1 m | | | SECTION TOTALS | $ 4,815,786.98| $ 4,928,850.00| $ 4,933,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,815,786.98| $ 4,928,850.00| $ 4,933,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-0999231 |( ) |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 72100.00000 72100.00| 70000.00000 70000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 16.000 MOS | 1450.00000 23200.00| 2100.00000 33600.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 264000.00000 264000.00| 280000.00000 280000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 52000.00000 52000.00| 56000.00000 56000.00| CLEARING RIGHT OF WAY | | | 0008 202-02240 17934.000 m2 | 6.50000 116571.00| 11.91000 213593.94| PAVEMENT REMOVAL | | | 0009 202-02241 221.000 m | 5.45000 1204.45| 5.89000 1301.69| GUARDRAIL, REMOVE | | | 0010 202-02273 2182.000 m2 | 38.00000 82916.00| 34.58000 75453.56| CENTER CURB, CONCRETE, REMOVE | | | 0011 202-02274 992.000 m | 16.50000 16368.00| 27.02000 26803.84| CURB, CONCRETE, INTEGRAL, REMOVE | | | 0012 202-04089 31.000 EACH | 38.00000 1178.00| 41.11000 1274.41| SIGN, SHEET, REMOVE | | | 0013 202-04998 4.000 EACH | 12500.00000 50000.00| 9444.59000 37778.36| RAILROAD HEADER, HMA | | | 0014 202-51133 54.000 m | 3.85000 207.90| 11.11000 599.94| RAILING, REMOVE | | | 0015 202-51328 LUMP | 75000.00000 75000.00| 42075.09000 42075.09| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0016 202-52710 841.000 m2 | 15.00000 12615.00| 15.75000 13245.75| SIDEWALK, CONCRETE, REMOVE | | | 0017 202-74050 1.000 EACH | 638.00000 638.00| 688.90000 688.90| SIGN, OVERHEAD, REMOVE | | | 0018 202-78515 LUMP | 18169.00000 18169.00| 18100.00000 18100.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-0999231 |( ) |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-91385 39.000 EACH | 480.00000 18720.00| 175.72000 6853.08| INLET, REMOVE | | | 0020 202-93047 11.000 EACH | 465.00000 5115.00| 445.29000 4898.19| MANHOLE, REMOVE | | | 0021 202-94954 790.000 m | 39.25000 31007.50| 59.76000 47210.40| BARRIER WALL, CONCRETE, REMOVE | | | 0022 202-96133 1500.000 m | 44.70000 67050.00| 26.64000 39960.00| PIPE, REMOVE | | | 0023 203-02000 3834.000 m3 | 37.00000 141858.00| 55.00000 210870.00| EXCAVATION, COMMON | | | 0024 205-06931 28.000 Mg | 89.00000 2492.00| 54.98000 1539.44| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0025 205-06933 2.000 EACH | 92.75000 185.50| 100.00000 200.00| TEMPORARY DITCH INLET PROTECTION | | | 0026 205-06937 846.000 m | 6.75000 5710.50| 4.20000 3553.20| TEMPORARY SILT FENCE | | | 0027 207-08263 20467.000 m2 | 6.60000 135082.20| 9.28000 189933.76| SUBGRADE TREATMENT, TYPE IA | | | 0028 211-07454 2474.000 m3 | 18.90000 46758.60| 32.86000 81295.64| STRUCTURE BACKFILL | | | 0029 213-52830 8.000 m3 | 124.00000 992.00| 200.00000 1600.00| FLOWABLE MORTAR | | | 0030 301-07448 408.000 Mg | 49.00000 19992.00| 48.00000 19584.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 302-07455 164.000 m3 | 66.00000 10824.00| 42.22000 6924.08| DENSE GRADED SUBBASE | | | 0032 304-07783 201.000 Mg | 103.00000 20703.00| 77.78000 15633.78| HMA PATCHING, TYPE D | | | 0033 304-07789 67.000 Mg | 135.00000 9045.00| 77.78000 5211.26| WIDENING WITH HMA, TYPE D | | | 0034 306-08036 30724.000 m2 | 1.60000 49158.40| 0.88000 27037.12| MILLING, ASPHALT, 50 mm | | | 0035 306-08039 1479.000 m2 | 2.20000 3253.80| 5.20000 7690.80| MILLING, ASPHALT REMOVAL | | | 0036 306-08043 542.000 m2 | 5.90000 3197.80| 5.00000 2710.00| MILLING, TRANSITION | | | 0037 311-06465 4348.000 m2 | 1.90000 8261.20| 7.00000 30436.00| PCCP CRACKING AND SEATING | | | 0038 401-07335 4950.000 Mg | 63.75000 315562.50| 77.78000 385011.00| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-0999231 |( ) |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 401-07404 9955.000 Mg | 44.50000 442997.50| 47.78000 475649.90| QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0040 401-07409 9899.000 Mg | 38.50000 381111.50| 43.33000 428923.67| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0041 401-08333 3821.000 Mg | 46.50000 177676.50| 50.00000 191050.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0042 402-07432 34.000 Mg | 148.00000 5032.00| 133.34000 4533.56| HMA SURFACE, TYPE A | | | 0043 402-07435 56.000 Mg | 112.00000 6272.00| 112.22000 6284.32| HMA INTERMEDIATE, TYPE A | | | 0044 402-07453 774.000 Mg | 44.00000 34056.00| 53.33000 41277.42| HMA FOR TEMPORARY PAVEMENT | | | 0045 406-05520 46.000 Mg | 275.00000 12650.00| 266.67000 12266.82| ASPHALT FOR TACK COAT | | | 0046 601-01522 4.000 EACH | 1803.00000 7212.00| 1944.47000 7777.88| GUARDRAIL TRANSITION TYPE TGB | | | 0047 601-05586 1.000 EACH | 2009.00000 2009.00| 2166.70000 2166.70| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0048 601-05999 2.000 EACH | 49.50000 99.00| 53.33000 106.66| CURVED TERMINAL END | | | 0049 601-94689 1.000 EACH | 2163.00000 2163.00| 2333.37000 2333.37| GUARDRAIL END TREATMENT, OS | | | 0050 601-99105 60.000 m | 46.50000 2790.00| 50.00000 3000.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0051 602-06729 10.000 EACH | 8.25000 82.50| 11.11000 111.10| BARRIER DELINEATOR | | | 0052 604-06070 2287.000 m2 | 42.00000 96054.00| 37.41000 85556.67| SIDEWALK, CONCRETE | | | 0053 604-07896 36.000 m2 | 165.00000 5940.00| 199.88000 7195.68| CURB RAMP, CONCRETE, B | | | 0054 604-07897 3.000 m2 | 165.00000 495.00| 199.88000 599.64| CURB RAMP, CONCRETE, C | | | 0055 604-07901 81.000 m2 | 165.00000 13365.00| 167.78000 13590.18| CURB RAMP, CONCRETE, G | | | 0056 604-07902 20.000 m2 | 165.00000 3300.00| 167.66000 3353.20| CURB RAMP, CONCRETE, H | | | 0057 604-07903 9.000 m2 | 165.00000 1485.00| 140.62000 1265.58| CURB RAMP, CONCRETE, K | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-0999231 |( ) |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 604-07904 11.000 m2 | 165.00000 1815.00| 174.63000 1920.93| CURB RAMP, CONCRETE, L | | | 0059 605-06090 6.000 m | 236.00000 1416.00| 82.22000 493.32| CURB, INTEGRAL, CONCRETE | | | 0060 605-06120 2393.000 m | 58.00000 138794.00| 47.03000 112542.79| CURB, CONCRETE | | | 0061 605-06140 1736.000 m | 57.75000 100254.00| 54.29000 94247.44| CURB AND GUTTER, CONCRETE | | | 0062 605-06235 12.000 m | 272.00000 3264.00| 91.11000 1093.32| CENTER CURB, D, CONCRETE, MODIFIED | | | 0063 605-06255 1695.000 m2 | 85.00000 144075.00| 75.57000 128091.15| CENTER CURB, D, CONCRETE | | | 0064 609-06259 460.000 m2 | 103.00000 47380.00| 78.89000 36289.40| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0065 610-07712 1074.000 m2 | 61.00000 65514.00| 55.04000 59112.96| PCCP FOR APPROACHES, 150 mm | | | 0066 610-07788 210.000 Mg | 95.00000 19950.00| 100.00000 21000.00| HMA FOR APPROACHES, TYPE D | | | 0067 615-06505 5.000 EACH | 530.00000 2650.00| 572.23000 2861.15| MONUMENT, B | | | 0068 615-06510 4.000 EACH | 479.00000 1916.00| 516.67000 2066.68| MONUMENT, C | | | 0069 615-06527 2.000 EACH | 490.00000 980.00| 527.79000 1055.58| MONUMENT, SECTION CORNER | | | 0070 616-02320 1484.000 m2 | 5.40000 8013.60| 2.69000 3991.96| GEOTEXTILES | | | 0071 616-05688 300.000 Mg | 64.00000 19200.00| 80.00000 24000.00| RIPRAP, CLASS 1 | | | 0072 616-06405 1010.000 Mg | 57.00000 57570.00| 59.25000 59842.50| RIPRAP, REVETMENT | | | 0073 621-01004 2.000 EACH | 360.00000 720.00| 388.89000 777.78| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0074 621-06560 500.000 m2 | 0.67000 335.00| 0.72000 360.00| MULCHED SEEDING, U | | | 0075 621-06567 200.000 kL | 1.03000 206.00| 1.11000 222.00| WATER | | | 0076 621-06570 1940.000 m3 | 16.36000 31738.40| 30.00000 58200.00| TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-0999231 |( ) |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 621-06574 25.000 m2 | 2.95000 73.75| 3.16000 79.00| SODDING | | | 0078 621-06575 11059.000 m2 | 2.95000 32624.05| 3.16000 34946.44| SODDING, NURSERY | | | 0079 702-03607 6.000 EACH | 220.00000 1320.00| 555.56000 3333.36| CORED HOLE IN CONCRETE | | | 0080 702-51863 736.000 EACH | 6.50000 4784.00| 8.89000 6543.04| FIELD DRILLED HOLE IN CONCRETE | | | 0081 703-51030 9042.000 kg | 1.90000 17179.80| 2.03000 18355.26| REINFORCING STEEL | | | 0082 703-51032 3043.000 kg | 2.00000 6086.00| 2.33000 7090.19| REINFORCING STEEL, EPOXY COATED | | | 0083 706-05732 4.000 EACH | 1800.00000 7200.00| 1777.81000 7111.24| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0084 706-51025 54.000 m | 227.00000 12258.00| 118.89000 6420.06| CONCRETE, C, RAILING | | | 0085 709-51821 LUMP | 3050.00000 3050.00| 4277.84000 4277.84| SURFACE SEAL | | | 0086 710-51870 10.000 m2 | 460.00000 4600.00| 600.01000 6000.10| REPOINTING MASONRY IN STRUCTURES | | | 0087 715-05024 238.000 m | 239.00000 56882.00| 275.00000 65450.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0088 715-05048 1717.000 m | 9.80000 16826.60| 16.40000 28158.80| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0089 715-05053 8.000 m | 53.50000 428.00| 93.88000 751.04| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0090 715-05149 61.000 m | 231.25000 14106.25| 275.00000 16775.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0091 715-05151 634.000 m | 188.05000 119223.70| 180.55000 114468.70| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0092 715-05152 180.000 m | 149.30000 26874.00| 242.49000 43648.20| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0093 715-05154 287.000 m | 154.00000 44198.00| 245.78000 70538.86| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0094 715-05203 279.000 m | 11.00000 3069.00| 22.15000 6179.85| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0095 715-05756 2.000 m | 375.00000 750.00| 284.82000 569.64| PIPE EXTENSION, CIRCULAR, 300 mm | | | 0096 715-08283 95.000 m2 | 80.00000 7600.00| 175.00000 16625.00| PCCP FOR STRUCTURE INSTALLATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-0999231 |( ) |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 715-08307 10.000 Mg | 125.00000 1250.00| 100.00000 1000.00| HMA FOR STRUCTURE INSTALLATION, TYPE D | | | 0098 715-46000 9.000 EACH | 890.00000 8010.00| 389.13000 3502.17| PIPE END SECTION, 300 mm | | | 0099 715-46005 2.000 EACH | 915.00000 1830.00| 437.08000 874.16| PIPE END SECTION, 375 mm | | | 0100 715-46020 1.000 EACH | 812.00000 812.00| 632.85000 632.85| PIPE END SECTION, 600 mm | | | 0101 715-91361 3.000 m | 219.00000 657.00| 388.89000 1166.67| PIPE, PVC, 150 mm | | | 0102 718-06526 27.000 Mg | 145.00000 3915.00| 200.00000 5400.00| HMA FOR UNDERDRAINS | | | 0103 718-06529 1.000 EACH | 620.00000 620.00| 990.59000 990.59| OUTLET PROTECTOR, 2 | | | 0104 718-52610 405.000 m3 | 38.00000 15390.00| 56.04000 22696.20| AGGREGATE FOR UNDERDRAINS | | | 0105 718-99153 5340.000 m2 | 2.00000 10680.00| 2.27000 12121.80| GEOTEXTILES FOR UNDERDRAIN | | | 0106 720-44000 31.000 EACH | 550.00000 17050.00| 545.44000 16908.64| CASTING, ADJUST TO GRADE | | | 0107 720-45030 1.000 EACH | 1225.00000 1225.00| 1077.11000 1077.11| INLET, E7 | | | 0108 720-45035 1.000 EACH | 1225.00000 1225.00| 1166.18000 1166.18| INLET, F7 | | | 0109 720-45045 44.000 EACH | 1475.00000 64900.00| 1333.96000 58694.24| INLET, J10 | | | 0110 720-45055 4.000 EACH | 1475.00000 5900.00| 1333.96000 5335.84| INLET, M10 | | | 0111 720-45080 2.000 EACH | 1525.00000 3050.00| 1725.02000 3450.04| INLET, S14 | | | 0112 720-45410 17.000 EACH | 3010.00000 51170.00| 2550.61000 43360.37| MANHOLE, C4 | | | 0113 720-45416 1.000 EACH | 4000.00000 4000.00| 4336.28000 4336.28| MANHOLE, E4 | | | 0114 720-95422 8.000 EACH | 3700.00000 29600.00| 3187.69000 25501.52| MANHOLE, J4 | | | 0115 720-98174 1.000 EACH | 2000.00000 2000.00| 1925.08000 1925.08| INLET, B15 | | | 0116 722-51401 5.000 m2 | 1500.00000 7500.00| 298.89000 1494.45| BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-0999231 |( ) |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0117 722-51842 695.000 m2 | 80.00000 55600.00| 64.81000 45042.95| BRIDGE DECK OVERLAY | | | 0118 722-51846 6.000 m3 | 434.50000 2607.00| 434.50000 2607.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0119 722-51852 75.000 m2 | 175.00000 13125.00| 143.47000 10760.25| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0120 722-60824 695.000 m2 | 12.25000 8513.75| 6.00000 4170.00| SURFACE MILLING | | | 0121 725-08291 269.000 m | 350.00000 94150.00| 434.00000 116746.00| PIPE LINER, CURED-IN-PLACE, 600 mm | | | 0122 725-08293 13.000 m | 1210.00000 15730.00| 677.00000 8801.00| PIPE LINER, CURED-IN-PLACE, 900 mm | | | 0123 725-08481 319.000 m | 347.00000 110693.00| 244.00000 77836.00| PIPE LINER, CURED-IN-PLACE, 300 mm | | | 0124 728-98377 LUMP | 2000.00000 2000.00| 2400.04000 2400.04| MASONRY COATING | | | 0125 801-04308 11.000 EACH | 361.00000 3971.00| 277.78000 3055.58| ROAD CLOSURE SIGN ASSEMBLY | | | 0126 801-06203 8767.000 m | 0.59000 5172.53| 1.22000 10695.74| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0127 801-06207 3086.000 m | 3.40000 10492.40| 2.78000 8579.08| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0128 801-06216 53.000 m | 4.90000 259.70| 8.89000 471.17| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0129 801-06469 883.000 m | 6.80000 6004.40| 6.50000 5739.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0130 801-06640 31.000 EACH | 149.35000 4629.85| 250.00000 7750.00| CONSTRUCTION SIGN, A | | | 0131 801-06645 8.000 EACH | 87.50000 700.00| 50.00000 400.00| CONSTRUCTION SIGN, B | | | 0132 801-06710 1620.000 DAY | 10.30000 16686.00| 5.56000 9007.20| FLASHING ARROW SIGN | | | 0133 801-06775 LUMP | 203604.23000 203604.23| 170000.00000 170000.00| MAINTAINING TRAFFIC | | | 0134 801-07023 1.000 EACH | 4841.00000 4841.00| 5222.30000 5222.30| ENERGY ABSORBIBG TERMINAL, CZ, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-0999231 |( ) |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0135 801-07118 155.000 m | 42.25000 6548.75| 48.89000 7577.95| BARRICADE, III-A | | | 0136 801-07119 18.000 m | 60.75000 1093.50| 56.67000 1020.06| BARRICADE, III-B | | | 0137 801-08401 123.000 m | 108.00000 13284.00| 57.00000 7011.00| TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0138 801-08508 174.000 m | 75.00000 13050.00| 62.00000 10788.00| TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0139 802-05701 67.000 m | 32.00000 2144.00| 51.11000 3424.37| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0140 802-05702 9.000 m | 36.00000 324.00| 46.67000 420.03| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0141 802-76025 9.000 m2 | 155.50000 1399.50| 186.67000 1680.03| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0142 802-76035 10.000 m2 | 175.00000 1750.00| 198.89000 1988.90| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0143 802-76045 4.000 m2 | 185.41000 741.64| 223.34000 893.36| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0144 802-99045 11.000 EACH | 83.40000 917.40| 188.89000 2077.79| SIGN REMOUNTING | | | 0145 805-01842 13.000 EACH | 736.50000 9574.50| 1055.57000 13722.41| HANDHOLE, SIGNAL | | | 0146 805-01879 4.000 EACH | 504.75000 2019.00| 510.00000 2040.00| SIGNAL SERVICE | | | 0147 805-01893 LUMP | 8778.00000 8778.00| 15444.68000 15444.68| MAINTAINING TRAFFIC SIGNAL | | | 0148 805-02072 2.000 EACH | 5004.00000 10008.00| 6000.09000 12000.18| SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0149 805-02072 2.000 EACH | 8900.00000 17800.00| 10777.94000 21555.88| SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | AND 12.2 m ARM | | | 0150 805-02087 LUMP | 1192.00000 1192.00| 1206.00000 1206.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-0999231 |( ) |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0151 805-02152 12.000 EACH | 491.30000 5895.60| 633.34000 7600.08| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0152 805-02503 3194.000 m | 1.35000 4311.90| 1.32000 4216.08| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0153 805-03978 2.000 EACH | 486.00000 972.00| 566.68000 1133.36| EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0154 805-03980 8.000 EACH | 166.00000 1328.00| 166.67000 1333.36| EMERGENCY VEHICLE CONFIRMATION LIGHT KI | | | 0155 805-03983 4.000 EACH | 2220.00000 8880.00| 2211.15000 8844.60| PHASE SELECTORS | | | 0156 805-03985 424.000 m | 5.11000 2166.64| 5.20000 2204.80| DETECTOR CABLE 3C 20GA. | | | 0157 805-04989 2.000 EACH | 9428.00000 18856.00| 9600.00000 19200.00| POWER SUPPLY CONTROL CABINET AND | | | FOUNDATION | | | 0158 805-05870 4.000 EACH | 858.00000 3432.00| 1377.80000 5511.20| SIGNAL SUPPORT FOUNDATION , 900 mm x 2. | | | 1 m | | | 0160 805-05871 6.000 EACH | 538.00000 3228.00| 622.23000 3733.38| EMERGENCY VEHICLE LIGHT DETECTOR , | | | SINGLE CHANNEL, TWO DIRECTION | | | 0161 805-06592 807.000 m | 47.40000 38251.80| 57.78000 46628.46| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0162 805-78205 23.000 EACH | 514.00000 11822.00| 633.34000 14566.82| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0163 805-78215 2.000 EACH | 541.00000 1082.00| 677.79000 1355.58| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0164 805-78230 10.000 EACH | 908.50000 9085.00| 1000.02000 10000.20| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0165 805-78415 8.000 EACH | 1338.00000 10704.00| 1511.13000 12089.04| SPAN, CATENARY, AND TETHER | | | 0166 805-78420 8.000 EACH | 221.50000 1772.00| 262.23000 2097.84| DISCONNECT HANGER | | | 0167 805-78465 110.000 m | 5.75000 632.50| 7.44000 818.40| SIGNAL CABLE, 2C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-0999231 |( ) |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0168 805-78480 424.000 m | 2.41000 1021.84| 4.81000 2039.44| SIGNAL CABLE, 3C 14GA. | | | 0169 805-78485 605.000 m | 3.70000 2238.50| 7.11000 4301.55| SIGNAL CABLE, 5C 14GA. | | | 0170 805-78490 641.000 m | 4.00000 2564.00| 7.00000 4487.00| SIGNAL CABLE, 7C 14GA. | | | 0171 805-78495 317.000 m | 5.26000 1667.42| 9.44000 2992.48| SIGNAL CABLE, 9C 14GA. | | | 0172 805-78500 367.000 m | 5.75000 2110.25| 9.44000 3464.48| SIGNAL CABLE, 11C 14GA. | | | 0173 805-78510 3777.000 m | 2.30000 8687.10| 4.38000 16543.26| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0174 805-78785 16.000 EACH | 513.00000 8208.00| 888.90000 14222.40| SIGNAL DETECTOR HOUSING | | | 0175 805-78785 7.000 EACH | 297.00000 2079.00| 298.00000 2086.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0176 805-78795 1276.000 m | 24.20000 30879.20| 32.22000 41112.72| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0177 805-78900 4.000 EACH | 457.00000 1828.00| 688.90000 2755.60| PEDESTAL FOUNDATION, A | | | 0178 805-78925 2.000 EACH | 819.00000 1638.00| 900.00000 1800.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0179 805-81032 8.000 EACH | 3439.00000 27512.00| 3777.84000 30222.72| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0180 805-90005 4.000 EACH | 652.00000 2608.00| 700.00000 2800.00| SIGNAL PEDESTAL, 3.0 m | | | 0181 805-91703 200.000 m | 28.85000 5770.00| 35.00000 7000.00| CONDUIT, STEEL, GALVANIZED, 40 mm | | | 0182 805-92504 14.000 EACH | 350.00000 4900.00| 375.00000 5250.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0183 805-96121 12.000 EACH | 146.25000 1755.00| 170.00000 2040.00| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0184 805-98336 2580.000 m | 19.50000 50310.00| 21.00000 54180.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0185 807-03951 21.000 EACH | 2118.00000 44478.00| 2300.00000 48300.00| LIGHT POLE, ORNAMENTAL , 3592mm | | | 0186 807-03951 21.000 EACH | 3113.00000 65373.00| 3222.27000 67667.67| LIGHT POLE, ORNAMENTAL , 9140mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-0999231 |( ) |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0188 807-04651 308.000 m | 7.00000 2156.00| 6.82000 2100.56| WIRE , NO. 10, COPPER, 4 1/C, IN POLE | | | 0189 807-04652 2.000 EACH | 1442.10000 2884.20| 1600.00000 3200.00| SERVICE POINT FOR LIGHTING | | | 0190 807-04653 42.000 EACH | 764.00000 32088.00| 805.00000 33810.00| LIGHTING FOUNDATION , CONCRETE, WITH | | | GROUNDING, | | | 0191 807-06935 8.000 EACH | 48.40000 387.20| 48.00000 384.00| INSULATION LINK, WATERPROOFED | | | 0192 807-86910 42.000 EACH | 29.90000 1255.80| 34.44000 1446.48| CONNECTOR KIT, UNFUSED | | | 0193 807-86915 42.000 EACH | 29.90000 1255.80| 35.56000 1493.52| CONNECTOR KIT, FUSED | | | 0194 807-86925 34.000 EACH | 44.30000 1506.20| 44.00000 1496.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0195 807-98690 15.000 EACH | 293.50000 4402.50| 295.00000 4425.00| HANDHOLE ADJUSTED TO GRADE | | | 0196 808-03002 140.000 m | 5.05000 707.00| 4.17000 583.80| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0197 808-03631 460.000 m | 5.05000 2323.00| 4.17000 1918.20| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0198 808-03632 420.000 m | 5.05000 2121.00| 4.17000 1751.40| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0199 808-04298 4.000 EACH | 541.00000 2164.00| 444.45000 1777.80| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0200 808-06701 1210.000 m | 1.40000 1694.00| 0.96000 1161.60| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0201 808-06703 3863.000 m | 1.40000 5408.20| 0.96000 3708.48| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0202 808-06705 26.000 m | 2.80000 72.80| 4.44000 115.44| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0203 808-06716 1510.000 m | 1.10000 1661.00| 1.72000 2597.20| LINE, REMOVE | | | 0204 808-74807 2.000 EACH | 353.30000 706.60| 224.45000 448.90| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 150 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,882,738.24 ROUTE : CALL ORDER : 150 CONTRACT ID : R -27174-A COUNTIES : MARION LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-0999231 |( ) |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0205 808-74808 1.000 EACH | 507.80000 507.80| 336.67000 336.67| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0206 808-75245 4854.000 m | 1.40000 6795.60| 0.96000 4659.84| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0207 808-75278 126.000 m | 6.30000 793.80| 7.78000 980.28| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0208 808-75297 192.000 m | 12.60000 2419.20| 14.44000 2772.48| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0209 808-75300 366.000 m | 3.15000 1152.90| 3.67000 1343.22| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0210 808-75320 50.000 EACH | 101.00000 5050.00| 61.11000 3055.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0211 808-75325 23.000 EACH | 152.50000 3507.50| 77.78000 1788.94| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0212 808-75998 7.000 EACH | 257.50000 1802.50| 94.45000 661.15| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0213 807-04443 1090.000 m | 23.70000 25833.00| 23.00000 25070.00| CONDUIT , PVC, 40 mm | | | 0214 805-05870 8.000 EACH | 858.00000 6864.00| 850.00000 6800.00| SIGNAL SUPPORT FOUNDATION , 900 mm X | | | 900 mm X 2.1 m | | | SECTION TOTALS | $ 5,286,608.00| $ 5,679,456.78| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,286,608.00| $ 5,679,456.78| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,350,516.99 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -27277-A COUNTIES : HARRISON WASHINGTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/01/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 13,885,000.00 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 15,483,165.38 111.5100% 3 35-1875662 CRIDER & CRIDER, INC. $ 17,633,798.93 126.9989% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1385672 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 175000.00000 175000.00| 196782.00000 196782.00| 231877.00000 231877.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 27.000 MOS | 2200.00000 59400.00| 1452.00000 39204.00| 1555.00000 41985.00 FIELD OFFICE, C | | | 0003 108-01614 LUMP | 8000.00000 8000.00| 18042.00000 18042.00| 13250.00000 13250.00 PARTNERING OVERHEAD | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 692784.41000 692784.41| 755000.00000 755000.00| 793000.00000 793000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 137000.00000 137000.00| 184269.00000 184269.00| 176340.00000 176340.00 CLEARING RIGHT OF WAY | | | 0009 202-02241 341.000 m | 10.50000 3580.50| 7.50000 2557.50| 22.00000 7502.00 GUARDRAIL, REMOVE | | | 0010 202-02286 1.000 EACH | 62000.00000 62000.00| 34608.00000 34608.00| 83982.00000 83982.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0011 202-51330 LUMP | 80000.00000 80000.00| 37196.00000 37196.00| 94780.00000 94780.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,350,516.99 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -27277-A COUNTIES : HARRISON WASHINGTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1385672 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-78515 LUMP | 1425.46000 1425.46| 800.00000 800.00| 914.00000 914.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-93995 2.000 EACH | 237.58000 475.16| 650.00000 1300.00| 742.00000 1484.00 SIGNAL POLE FOUNDATION, REMOVE | | | 0014 202-93999 2.000 EACH | 237.58000 475.16| 200.00000 400.00| 228.00000 456.00 SIGNAL POLE, REMOVE | | | 0015 202-95579 1.000 EACH | 237.58000 237.58| 150.00000 150.00| 171.00000 171.00 SERVICE POINT, REMOVE | | | 0016 203-02000 368021.000 m3 | 5.15000 1895308.15| 7.35000 2704954.35| 7.70000 2833761.70 EXCAVATION, COMMON | | | 0017 203-02010 25073.000 m3 | 12.50000 313412.50| 25.00000 626825.00| 30.56000 766230.88 EXCAVATION, ROCK | | | 0018 203-02070 8773.000 m3 | 0.01000 87.73| 8.20000 71938.60| 5.00000 43865.00 BORROW | | | 0019 203-51223 1255.000 m3 | 13.00000 16315.00| 10.96000 13754.80| 29.00000 36395.00 EXCAVATION, WATERWAY | | | 0020 205-03371 1000.000 m3 | 9.00000 9000.00| 5.00000 5000.00| 8.00000 8000.00 SEDIMENT REMOVE | | | 0021 205-06931 87.000 Mg | 35.00000 3045.00| 42.00000 3654.00| 33.00000 2871.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06933 2.000 EACH | 80.00000 160.00| 22.00000 44.00| 47.00000 94.00 TEMPORARY DITCH INLET PROTECTION | | | 0023 205-06934 21.000 Mg | 320.00000 6720.00| 320.00000 6720.00| 366.00000 7686.00 TEMPORARY MULCHING | | | 0024 205-06936 262.000 Mg | 30.00000 7860.00| 26.14000 6848.68| 27.00000 7074.00 TEMPORARY SEDIMENT TRAP | | | 0025 205-06937 10979.000 m | 4.90000 53797.10| 3.60000 39524.40| 7.00000 76853.00 TEMPORARY SILT FENCE | | | 0026 205-06938 815.000 m | 13.00000 10595.00| 25.00000 20375.00| 53.00000 43195.00 TEMPORARY SLOPE DRAIN | | | 0027 206-51220 171.000 m3 | 100.00000 17100.00| 23.81000 4071.51| 345.00000 58995.00 EXCAVATION, WET | | | 0028 206-93520 1496.000 m2 | 100.00000 149600.00| 40.00000 59840.00| 92.00000 137632.00 TEMPORARY SHEET PILING | | | 0029 207-08263 118470.000 m2 | 5.50000 651585.00| 5.45000 645661.50| 5.84000 691864.80 SUBGRADE TREATMENT, TYPE IA | | | 0030 207-08265 11970.000 m2 | 3.40000 40698.00| 3.82000 45725.40| 5.00000 59850.00 SUBGRADE TREATMENT, TYPE IIA | | | 0031 211-02050 500.000 m3 | 34.00000 17000.00| 31.43000 15715.00| 35.00000 17500.00 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,350,516.99 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -27277-A COUNTIES : HARRISON WASHINGTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1385672 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 211-06467 83.000 m3 | 60.00000 4980.00| 44.63000 3704.29| 75.00000 6225.00 AGGREGATE FOR END BENT BACKFILL | | | 0033 211-07454 2763.000 m3 | 38.00000 104994.00| 32.73000 90432.99| 21.00000 58023.00 STRUCTURE BACKFILL | | | 0034 301-07448 44088.000 Mg | 16.50000 727452.00| 15.89000 700558.32| 13.63000 600919.44 COMPACTED AGGREGATE, NO. 53, BASE | | | 0035 302-07455 43.000 m3 | 45.00000 1935.00| 59.51000 2558.93| 75.00000 3225.00 DENSE GRADED SUBBASE | | | 0036 303-07449 402.000 Mg | 20.00000 8040.00| 22.05000 8864.10| 29.00000 11658.00 COMPACTED AGGREGATE, NO. 73 | | | 0037 303-08210 6473.000 Mg | 17.00000 110041.00| 18.45000 119426.85| 15.00000 97095.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0038 304-07490 185.000 Mg | 115.00000 21275.00| 100.00000 18500.00| 115.00000 21275.00 HMA PATCHING, TYPE B | | | 0039 306-08034 1577.000 m2 | 6.00000 9462.00| 3.17000 4999.09| 4.00000 6308.00 MILLING, ASPHALT, 38 mm | | | 0040 401-06264 LUMP | 8000.00000 8000.00| 5000.00000 5000.00| 8567.00000 8567.00 PROFILOGRAPH, HMA | | | 0041 401-07325 3443.000 Mg | 57.00000 196251.00| 53.00000 182479.00| 67.39000 232023.77 QC/QA-HMA, 1, 70, SURFACE, 9.5 mm | | | 0042 401-07328 7944.000 Mg | 58.00000 460752.00| 48.00000 381312.00| 68.54000 544481.76 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0043 401-07398 14806.000 Mg | 52.00000 769912.00| 44.50000 658867.00| 61.68000 913234.08 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0044 401-07408 29298.000 Mg | 42.00000 1230516.00| 41.00000 1201218.00| 50.00000 1464900.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0045 401-07411 10549.000 Mg | 47.00000 495803.00| 46.00000 485254.00| 57.00000 601293.00 QC/QA-HMA, 1, 70, BASE, 25.0 mm | | | 0046 401-07430 10755.000 Mg | 42.00000 451710.00| 50.00000 537750.00| 50.00000 537750.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0047 402-07432 949.000 Mg | 55.00000 52195.00| 81.00000 76869.00| 70.00000 66430.00 HMA SURFACE, TYPE A | | | 0048 402-07435 2801.000 Mg | 53.00000 148453.00| 60.00000 168060.00| 65.00000 182065.00 HMA INTERMEDIATE, TYPE A | | | 0049 402-07453 100.000 Mg | 65.00000 6500.00| 120.00000 12000.00| 74.00000 7400.00 HMA FOR TEMPORARY PAVEMENT | | | 0050 404-05510 1280.000 m2 | 2.00000 2560.00| 6.00000 7680.00| 2.00000 2560.00 SEAL COAT, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,350,516.99 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -27277-A COUNTIES : HARRISON WASHINGTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1385672 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 406-05520 86.000 Mg | 250.00000 21500.00| 200.00000 17200.00| 314.00000 27004.00 ASPHALT FOR TACK COAT | | | 0052 601-01522 8.000 EACH | 1825.00000 14600.00| 1500.00000 12000.00| 1713.00000 13704.00 GUARDRAIL TRANSITION TYPE TGB | | | 0053 601-05071 3.000 EACH | 2150.00000 6450.00| 1795.00000 5385.00| 2056.00000 6168.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0054 601-07661 4.000 EACH | 1775.00000 7100.00| 1600.00000 6400.00| 2399.00000 9596.00 GUARDRAIL END TREATMENT, OS, TEMPORARY | | | BRIDGE APPROACH | | | 0055 601-94689 5.000 EACH | 2150.00000 10750.00| 2395.00000 11975.00| 2741.00000 13705.00 GUARDRAIL END TREATMENT, OS | | | 0056 601-99105 519.000 m | 46.45000 24107.55| 44.65000 23173.35| 54.00000 28026.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0057 602-06729 24.000 EACH | 9.00000 216.00| 8.00000 192.00| 11.00000 264.00 BARRIER DELINEATOR | | | 0059 604-07896 9.000 m2 | 130.00000 1170.00| 160.00000 1440.00| 267.00000 2403.00 CURB RAMP, CONCRETE, B | | | 0060 604-07899 84.000 m2 | 130.00000 10920.00| 160.00000 13440.00| 267.00000 22428.00 CURB RAMP, CONCRETE, E | | | 0061 604-07901 208.000 m2 | 115.00000 23920.00| 160.00000 33280.00| 250.00000 52000.00 CURB RAMP, CONCRETE, G | | | 0062 604-07902 12.000 m2 | 115.00000 1380.00| 160.00000 1920.00| 250.00000 3000.00 CURB RAMP, CONCRETE, H | | | 0063 604-91531 1434.000 m2 | 32.00000 45888.00| 37.85000 54276.90| 71.00000 101814.00 SIDEWALK, CONCRETE, 100 mm | | | 0064 605-06150 1604.000 m | 41.00000 65764.00| 45.00000 72180.00| 118.00000 189272.00 CURB AND GUTTER, C, CONCRETE | | | 0065 606-07484 20578.000 m | 0.38000 7819.64| 0.52000 10700.56| 1.00000 20578.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0066 609-06259 296.000 m2 | 120.00000 35520.00| 77.57000 22960.72| 98.00000 29008.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0067 610-07486 2372.000 Mg | 60.00000 142320.00| 70.00000 166040.00| 74.00000 175528.00 HMA FOR APPROACHES, TYPE A | | | 0068 610-07487 889.000 Mg | 63.00000 56007.00| 56.50000 50228.50| 74.00000 65786.00 HMA FOR APPROACHES, TYPE B | | | 0069 610-08446 2119.000 m2 | 45.00000 95355.00| 41.50000 87938.50| 94.00000 199186.00 PCCP FOR APPROACHES, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,350,516.99 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -27277-A COUNTIES : HARRISON WASHINGTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1385672 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 611-06497 42.000 EACH | 195.00000 8190.00| 105.00000 4410.00| 137.00000 5754.00 MAILBOX ASSEMBLY, SINGLE | | | 0071 611-06498 2.000 EACH | 235.00000 470.00| 155.00000 310.00| 183.00000 366.00 MAILBOX ASSEMBLY, DOUBLE | | | 0072 615-06490 294.000 EACH | 135.00000 39690.00| 125.00000 36750.00| 131.00000 38514.00 RIGHT OF WAY MARKER | | | 0073 615-06505 77.000 EACH | 535.00000 41195.00| 495.00000 38115.00| 514.00000 39578.00 MONUMENT, B | | | 0074 615-06510 15.000 EACH | 478.00000 7170.00| 395.00000 5925.00| 400.00000 6000.00 MONUMENT, C | | | 0075 616-02305 333.000 m3 | 170.00000 56610.00| 170.63000 56819.79| 158.00000 52614.00 GABIONS | | | 0076 616-02320 31379.000 m2 | 1.75000 54913.25| 1.83000 57423.57| 3.00000 94137.00 GEOTEXTILES | | | 0077 616-05688 2920.000 Mg | 21.00000 61320.00| 19.83000 57903.60| 27.00000 78840.00 RIPRAP, CLASS 1 | | | 0078 616-05689 645.000 Mg | 23.50000 15157.50| 22.55000 14544.75| 27.00000 17415.00 RIPRAP, CLASS 2 | | | 0079 616-06405 200.000 Mg | 23.50000 4700.00| 21.91000 4382.00| 22.00000 4400.00 RIPRAP, REVETMENT | | | 0080 616-06451 16311.000 Mg | 20.00000 326220.00| 21.74000 354601.14| 32.00000 521952.00 RIPRAP, UNIFORM | | | 0081 621-01004 4.000 EACH | 800.00000 3200.00| 800.00000 3200.00| 914.00000 3656.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0082 621-02770 500.000 m2 | 1.29000 645.00| 1.29000 645.00| 1.50000 750.00 EROSION CONTROL BLANKET | | | 0083 621-06545 14.000 Mg | 633.00000 8862.00| 633.00000 8862.00| 723.00000 10122.00 FERTILIZER | | | 0084 621-06553 2939.000 kg | 4.96000 14577.44| 4.96000 14577.44| 6.00000 17634.00 SEED MIXTURE, R | | | 0085 621-06557 1276.000 kg | 2.00000 2552.00| 2.00000 2552.00| 2.00000 2552.00 SEED MIXTURE, T | | | 0086 621-06565 70.000 Mg | 356.00000 24920.00| 356.00000 24920.00| 407.00000 28490.00 MULCHING MATERIAL | | | 0087 621-06567 595.000 kL | 1.00000 595.00| 1.00000 595.00| 1.00000 595.00 WATER | | | 0088 621-06574 3342.000 m2 | 2.79000 9324.18| 3.59000 11997.78| 3.00000 10026.00 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,350,516.99 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -27277-A COUNTIES : HARRISON WASHINGTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1385672 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0089 621-06575 15000.000 m2 | 2.79000 41850.00| 3.59000 53850.00| 3.00000 45000.00 SODDING, NURSERY | | | 0091 622-52436 27.000 EACH | 29.00000 783.00| 29.00000 783.00| 33.00000 891.00 SIGN, DO NOT MOW OR SPRAY | | | 0092 622-91786 1550.000 EACH | 4.05000 6277.50| 4.05000 6277.50| 5.00000 7750.00 SEEDLING | | | 0093 701-51195 217.300 m | 180.00000 39114.00| 158.39000 34418.15| 230.00000 49979.00 PILE, STEEL H, HP 310 X 79 | | | 0094 701-91792 42.000 EACH | 100.00000 4200.00| 112.06000 4706.52| 144.00000 6048.00 PILE TIP, STEEL H | | | 0095 702-51005 226.000 m3 | 710.00000 160460.00| 827.11000 186926.86| 574.00000 129724.00 CONCRETE, A, SUBSTRUCTURE | | | 0096 702-51100 24.000 kg | 15.00000 360.00| 40.68000 976.32| 14.00000 336.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0097 702-51110 146.000 kg | 3.00000 438.00| 8.66000 1264.36| 6.00000 876.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0098 702-94656 30.000 m3 | 800.00000 24000.00| 3416.24000 102487.20| 574.00000 17220.00 CONCRETE, B | | | 0099 703-51030 13878.000 kg | 1.55000 21510.90| 2.00000 27756.00| 2.00000 27756.00 REINFORCING STEEL | | | 0100 703-51032 73128.000 kg | 1.60000 117004.80| 2.08000 152106.24| 2.25000 164538.00 REINFORCING STEEL, EPOXY COATED | | | 0101 704-51002 415.000 m3 | 680.00000 282200.00| 685.18000 284349.70| 718.00000 297970.00 CONCRETE, C, SUPERSTRUCTURE | | | 0102 706-05106 4.000 EACH | 5500.00000 22000.00| 3661.76000 14647.04| 8518.00000 34072.00 CONCRETE REINFORCED SINKHOLE CAP | | | 0103 706-05106 1.000 EACH | 16000.00000 16000.00| 6443.40000 6443.40| 12435.00000 12435.00 CONCRETE REINFORCED SINKHOLE CAP WITH | | | 0104 706-05732 8.000 EACH | 1275.00000 10200.00| 1459.37000 11674.96| 1894.00000 15152.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0105 706-51020 44.000 m3 | 600.00000 26400.00| 507.34000 22322.96| 631.00000 27764.00 CONCRETE, C, RAILING | | | 0106 707-05984 265.000 m | 675.00000 178875.00| 606.08000 160611.20| 746.00000 197690.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0107 707-05988 222.000 m | 1050.00000 233100.00| 991.26000 220059.72| 1148.00000 254856.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1676 mm X 1220 mm | | | 0108 709-51821 LUMP | 5850.00000 5850.00| 4974.00000 4974.00| 5741.00000 5741.00 SURFACE SEAL , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,350,516.99 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -27277-A COUNTIES : HARRISON WASHINGTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1385672 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0109 709-51821 LUMP | 5130.00000 5130.00| 4325.00000 4325.00| 5167.00000 5167.00 SURFACE SEAL , STR. NO. 2 | | | 0110 713-51335 LUMP | 194000.00000 194000.00| 243971.00000 243971.00| 148994.00000 148994.00 TEMPORARY BRIDGE AND APPROACHES | | | 0111 713-99365 194.000 m | 20.00000 3880.00| 13.90000 2696.60| 42.00000 8148.00 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0112 714-01634 19.000 m | 1300.00000 24700.00| 2090.00000 39710.00| 2020.00000 38380.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1200 mm | | | 0113 714-06056 49.000 m | 2300.00000 112700.00| 2860.00000 140140.00| 2350.00000 115150.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3300 mm X 1200 mm | | | 0114 714-26724 34.000 m | 2500.00000 85000.00| 3055.00000 103870.00| 2525.00000 85850.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0115 714-93638 38.000 m | 1050.00000 39900.00| 1340.00000 50920.00| 1211.00000 46018.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 1200 mm | | | 0116 715-05019 33.000 m | 225.00000 7425.00| 344.00000 11352.00| 332.00000 10956.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0117 715-05024 24.000 m | 225.00000 5400.00| 452.00000 10848.00| 295.00000 7080.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0118 715-05048 16196.000 m | 8.00000 129568.00| 7.31000 118392.76| 13.00000 210548.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0119 715-05053 1257.000 m | 28.00000 35196.00| 55.57000 69851.49| 52.00000 65364.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0120 715-05121 89.000 m | 115.00000 10235.00| 128.50000 11436.50| 273.00000 24297.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0121 715-05123 180.000 m | 138.00000 24840.00| 143.00000 25740.00| 312.00000 56160.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0122 715-05125 77.000 m | 175.00000 13475.00| 232.00000 17864.00| 358.00000 27566.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0123 715-05151 448.000 m | 103.00000 46144.00| 226.50000 101472.00| 137.00000 61376.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0124 715-05152 133.000 m | 115.00000 15295.00| 232.00000 30856.00| 153.00000 20349.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0125 715-05153 53.000 m | 130.00000 6890.00| 244.00000 12932.00| 163.00000 8639.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,350,516.99 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -27277-A COUNTIES : HARRISON WASHINGTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1385672 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0126 715-05154 39.000 m | 138.00000 5382.00| 251.00000 9789.00| 244.00000 9516.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0127 715-05156 20.000 m | 175.00000 3500.00| 341.00000 6820.00| 218.00000 4360.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0128 715-05169 735.000 m | 103.00000 75705.00| 109.50000 80482.50| 130.00000 95550.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0129 715-05228 106.000 m | 150.00000 15900.00| 170.00000 18020.00| 199.00000 21094.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.15 | | | m2 | | | 0130 715-05232 15.000 m | 200.00000 3000.00| 300.00000 4500.00| 219.00000 3285.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.27 | | | m2 | | | 0131 715-05235 24.000 m | 255.00000 6120.00| 313.00000 7512.00| 389.00000 9336.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.42 | | | m2 | | | 0132 715-05242 77.000 m | 400.00000 30800.00| 408.00000 31416.00| 504.00000 38808.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.83 | | | m2 | | | 0133 715-05376 33.000 m | 460.00000 15180.00| 388.00000 12804.00| 547.00000 18051.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.08 | | | m2 | | | 0134 715-05407 99.000 m | 22.00000 2178.00| 17.22000 1704.78| 46.00000 4554.00 PIPE, END BENT DRAIN, 150 mm | | | 0135 715-06501 2.000 EACH | 1300.00000 2600.00| 1555.00000 3110.00| 2597.00000 5194.00 CONCRETE ANCHOR, MIN. AREA 0.83 m2 | | | 0136 715-07090 4.000 EACH | 1500.00000 6000.00| 1840.00000 7360.00| 2725.00000 10900.00 CONCRETE ANCHOR, MIN. AREA 1.08 m2 | | | 0137 715-26818 2.000 EACH | 4800.00000 9600.00| 5870.00000 11740.00| 5914.00000 11828.00 GRATED BOX END SECTION, I, 3:1, 1225 mm | | | x 825 mm | | | 0138 715-46005 118.000 EACH | 265.00000 31270.00| 250.00000 29500.00| 902.00000 106436.00 PIPE END SECTION, 375 mm | | | 0139 715-46010 8.000 EACH | 330.00000 2640.00| 310.00000 2480.00| 936.00000 7488.00 PIPE END SECTION, 450 mm | | | 0140 715-46020 8.000 EACH | 360.00000 2880.00| 375.00000 3000.00| 1099.00000 8792.00 PIPE END SECTION, 600 mm | | | 0141 715-46030 4.000 EACH | 490.00000 1960.00| 530.00000 2120.00| 1221.00000 4884.00 PIPE END SECTION, 750 mm | | | 0142 715-46040 2.000 EACH | 990.00000 1980.00| 850.00000 1700.00| 1695.00000 3390.00 PIPE END SECTION, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,350,516.99 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -27277-A COUNTIES : HARRISON WASHINGTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1385672 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0143 715-46050 10.000 EACH | 470.00000 4700.00| 425.00000 4250.00| 1499.00000 14990.00 PIPE END SECTION, MIN. AREA .15 m2 | | | 0144 715-97607 2.000 EACH | 680.00000 1360.00| 525.00000 1050.00| 2032.00000 4064.00 PIPE END SECTION, MIN. AREA .42 m2 | | | 0145 718-06528 93.000 EACH | 450.00000 41850.00| 450.00000 41850.00| 1026.00000 95418.00 OUTLET PROTECTOR, 1 | | | 0146 718-06529 2.000 EACH | 375.00000 750.00| 425.00000 850.00| 839.00000 1678.00 OUTLET PROTECTOR, 2 | | | 0147 718-06531 21.000 EACH | 375.00000 7875.00| 400.00000 8400.00| 902.00000 18942.00 OUTLET PROTECTOR, 3 | | | 0148 718-06532 2000.000 m | 3.30000 6600.00| 3.25000 6500.00| 3.75000 7500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0149 718-52610 3634.000 m3 | 32.00000 116288.00| 33.70000 122465.80| 39.00000 141726.00 AGGREGATE FOR UNDERDRAINS | | | 0150 718-99153 30876.000 m2 | 1.40000 43226.40| 1.63000 50327.88| 2.50000 77190.00 GEOTEXTILES FOR UNDERDRAIN | | | 0151 720-44296 1.000 EACH | 390.00000 390.00| 875.00000 875.00| 910.00000 910.00 CAP INLET | | | 0152 720-45035 1.000 EACH | 1600.00000 1600.00| 2350.00000 2350.00| 1721.00000 1721.00 INLET, F7 | | | 0153 720-45045 11.000 EACH | 1325.00000 14575.00| 1870.00000 20570.00| 1884.00000 20724.00 INLET, J10 | | | 0154 720-45055 12.000 EACH | 1350.00000 16200.00| 1750.00000 21000.00| 1872.00000 22464.00 INLET, M10 | | | 0155 720-45410 16.000 EACH | 1850.00000 29600.00| 1650.00000 26400.00| 2332.00000 37312.00 MANHOLE, C4 | | | 0156 720-45415 3.000 EACH | 2800.00000 8400.00| 2350.00000 7050.00| 3303.00000 9909.00 MANHOLE, D4 | | | 0157 720-91051 1.000 EACH | 1400.00000 1400.00| 1300.00000 1300.00| 1627.00000 1627.00 INLET, A | | | 0158 720-91973 2.000 EACH | 2500.00000 5000.00| 2675.00000 5350.00| 3046.00000 6092.00 MANHOLE, H4 | | | 0159 720-98174 5.000 EACH | 1600.00000 8000.00| 2450.00000 12250.00| 2080.00000 10400.00 INLET, B15 | | | 0160 720-98555 5.000 EACH | 1600.00000 8000.00| 2450.00000 12250.00| 2109.00000 10545.00 INLET, C15 | | | 0161 723-06660 56.000 m2 | 900.00000 50400.00| 831.20000 46547.20| 1027.00000 57512.00 WINGWALL | | | 0162 723-07659 46.000 m | 5000.00000 230000.00| 5822.86000 267851.56| 6045.00000 278070.00 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 3050 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 160 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,350,516.99 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -27277-A COUNTIES : HARRISON WASHINGTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1385672 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0163 801-01093 18.000 EACH | 3205.00000 57690.00| 1800.00000 32400.00| 1599.00000 28782.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0164 801-04308 33.000 EACH | 485.00000 16005.00| 495.00000 16335.00| 128.00000 4224.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0165 801-06203 1592.000 m | 1.00000 1592.00| 0.92000 1464.64| 2.30000 3661.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0166 801-06625 22.000 EACH | 144.00000 3168.00| 114.00000 2508.00| 171.00000 3762.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0167 801-06640 182.000 EACH | 212.00000 38584.00| 185.00000 33670.00| 171.00000 31122.00 CONSTRUCTION SIGN, A | | | 0168 801-06645 62.000 EACH | 72.00000 4464.00| 50.00000 3100.00| 57.00000 3534.00 CONSTRUCTION SIGN, B | | | 0169 801-06775 LUMP | 367000.00000 367000.00| 566188.00000 566188.00| 468457.00000 468457.00 MAINTAINING TRAFFIC | | | 0170 801-07118 296.000 m | 62.40000 18470.40| 81.10000 24005.60| 51.00000 15096.00 BARRICADE, III-A | | | 0171 801-07119 168.000 m | 86.20000 14481.60| 95.80000 16094.40| 51.00000 8568.00 BARRICADE, III-B | | | 0172 802-07059 50.000 EACH | 30.00000 1500.00| 95.00000 4750.00| 34.00000 1700.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0173 802-76025 21.000 m2 | 280.00000 5880.00| 192.60000 4044.60| 320.00000 6720.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0174 802-76035 25.000 m2 | 216.00000 5400.00| 214.12000 5353.00| 247.00000 6175.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0175 802-76045 3.000 m2 | 185.00000 555.00| 235.64000 706.92| 211.00000 633.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0176 802-76055 447.000 m | 16.50000 7375.50| 12.96000 5793.12| 19.00000 8493.00 SIGN POST, A | | | 0177 802-76065 16.000 m | 15.50000 248.00| 16.24000 259.84| 18.00000 288.00 SIGN POST, B | | | 0178 802-91122 14.000 EACH | 125.00000 1750.00| 195.00000 2730.00| 143.00000 2002.00 SIGN, GROUND MOUNTED, RESET | | | 0179 804-06770 113.000 EACH | 18.80000 2124.40| 24.90000 2813.70| 21.00000 2373.00 DELINEATOR POST | | | 0180 805-01815 2.000 EACH | 2045.43000 4090.86| 1650.00000 3300.00| 1885.00000 3770.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 160 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,350,516.99 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -27277-A COUNTIES : HARRISON WASHINGTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1385672 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0181 805-78010 1.000 EACH | 1008.65000 1008.65| 1000.00000 1000.00| 1142.00000 1142.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0182 805-78195 8.000 EACH | 283.79000 2270.32| 320.00000 2560.00| 366.00000 2928.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0183 805-78415 1.000 EACH | 1857.81000 1857.81| 1400.00000 1400.00| 1599.00000 1599.00 SPAN, CATENARY, AND TETHER | | | 0184 805-78420 1.000 EACH | 192.49000 192.49| 220.00000 220.00| 251.00000 251.00 DISCONNECT HANGER | | | 0185 805-78445 1.000 EACH | 667.65000 667.65| 480.00000 480.00| 548.00000 548.00 SIGNAL SERVICE | | | 0186 805-78480 150.000 m | 3.48000 522.00| 3.30000 495.00| 4.00000 600.00 SIGNAL CABLE, 3C 14GA. | | | 0187 805-78485 30.000 m | 3.65000 109.50| 3.60000 108.00| 4.00000 120.00 SIGNAL CABLE, 5C 14GA. | | | 0188 805-81060 2.000 EACH | 3885.15000 7770.30| 4140.00000 8280.00| 4729.00000 9458.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0189 808-06703 152.000 m | 1.03000 156.56| 0.99000 150.48| 1.00000 152.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0190 808-06713 23958.000 m | 0.41000 9822.78| 0.35000 8385.30| 0.50000 11979.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0191 808-75054 197.000 m | 7.60000 1497.20| 8.05000 1585.85| 9.00000 1773.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0192 808-75063 9.000 m | 7.60000 68.40| 8.05000 72.45| 9.00000 81.00 LINE, PREFORMED PLASTIC, BROKEN, YELLOW | | | 100 mm | | | 0193 808-75240 159.000 m | 1.03000 163.77| 0.99000 157.41| 1.10000 174.90 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0194 808-75245 11680.000 m | 1.03000 12030.40| 0.99000 11563.20| 1.10000 12848.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0195 808-75278 164.000 m | 7.40000 1213.60| 5.25000 861.00| 6.00000 984.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0196 808-75297 274.000 m | 14.75000 4041.50| 10.37000 2841.38| 12.00000 3288.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 160 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,350,516.99 ROUTE : 135 CALL ORDER : 160 CONTRACT ID : R -27277-A COUNTIES : HARRISON WASHINGTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1385672 |( 3 ) 35-1875662 |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0197 808-75300 152.000 m | 3.70000 562.40| 4.00000 608.00| 5.00000 760.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0198 808-75320 19.000 EACH | 95.00000 1805.00| 63.70000 1210.30| 73.00000 1387.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0199 808-75325 16.000 EACH | 135.00000 2160.00| 92.06000 1472.96| 105.00000 1680.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0200 808-75996 88.000 EACH | 5.00000 440.00| 12.07000 1062.16| 33.00000 2904.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0201 808-75998 825.000 EACH | 17.40000 14355.00| 17.40000 14355.00| 20.00000 16500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0202 105-08520 4.000 EACH | 130.00000 520.00| 300.00000 1200.00| 171.00000 684.00 CELLULAR TELEPHONE/RADIO | | | 0203 105-08521 108.000 MOS | 110.00000 11880.00| 85.62000 9246.96| 246.00000 26568.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0204 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0205 701-05569 12.000 m | 800.00000 9600.00| 1.00000 12.00| 1378.00000 16536.00 CORED HOLE IN ROCK , 400 mm | | | 0206 621-08536 LUMP | 12000.00000 12000.00| 6000.00000 6000.00| 5483.00000 5483.00 DETENTION POND , BASIN WITH SIPHON | | | OUTFALL | | | SECTION TOTALS | $ 13,885,000.00| $ 15,483,165.38| $ 17,633,798.93 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 13,885,000.00| $ 15,483,165.38| $ 17,633,798.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : FIRST STREET CALL ORDER : 170 CONTRACT ID : R -27312-A COUNTIES : KNOX LETTING DATE : 02/15/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTRUCTION $ 581,412.70 100.0000% 2 35-2131982 J B I CONSTRUCTION INC $ 635,368.04 109.2800% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 697,535.60 109.7845% 4 35-1618530 AMERICAN CONTRACTING & SERVICE $ 785,215.30 112.5699% ================================================================================================================================= --------------------------------------------------------------------------------------------------------------------------------- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 312,000.00 ROUTE : CALL ORDER : 190 CONTRACT ID : R -27880-B COUNTIES : LAWRENCE LETTING DATE : 02/15/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 284,384.00 100.0000% 2 54-1342714 TRI COUNTY BUILDERS CO $ 342,000.00 120.2599% ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 54-1342714 |( ) |CLR, INC. |TRI COUNTY BUILDERS CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, TRAIN DEPOT | | | 0001 105-06845 LUMP | 53500.00000 53500.00| 4200.00000 4200.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 307.00000 3684.00| 400.00000 4800.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP | 14200.00000 14200.00| 9000.00000 9000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 210-05665 LUMP | 151500.00000 151500.00| 174000.00000 174000.00| ROOFING , NEW | | | 0005 711-03973 LUMP | 61500.00000 61500.00| 150000.00000 150000.00| BUILDING ARCHITECTURAL | | | SECTION TOTALS | $ 284,384.00| $ 342,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 284,384.00| $ 342,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 200 CONTRACT ID : R -27940-A COUNTIES : HAMILTON LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/17/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 6,722,273.84 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 7,298,400.00 108.5704% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 7,514,346.90 102.9588% 4 35-1139301 E & B PAVING, INC. $ 7,630,568.10 101.5467% 5 35-1151771 CALUMET ASPHALT PAVING COMPANY, INC. $ 7,825,000.00 102.5481% ================================================================================================================================== ---------------------------------------------------------------------------------------------------------------------------------- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 549,383.59 ROUTE : US 33 CALL ORDER : 220 CONTRACT ID : R -28087-A COUNTIES : NOBLE LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/16/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 502,537.20 100.0000% 2 35-1139301 E & B PAVING, INC. $ 532,672.40 105.9966% 3 62-1492793 API CONSTRUCTION CORP. $ 532,849.17 106.0318% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 642,225.79 127.7967% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 62-1492793 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 12400.00000 12400.00| 19195.00000 19195.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1000.00000 9000.00| 1300.00000 11700.00| 1850.00000 16650.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 25000.00000 25000.00| 26400.00000 26400.00| 26600.00000 26600.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 15000.00000 15000.00| 12000.00000 12000.00| 34845.00000 34845.00 CLEARING RIGHT OF WAY | | | 0007 202-01405 50.000 CYS | 70.00000 3500.00| 140.00000 7000.00| 101.00000 5050.00 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0008 202-05571 5.000 EACH | 275.00000 1375.00| 275.00000 1375.00| 180.00000 900.00 TESTING FOR WASTES | | | 0009 203-02000 3744.000 CYS | 13.00000 48672.00| 11.75000 43992.00| 16.50000 61776.00 EXCAVATION, COMMON | | | 0010 203-02070 3907.000 CYS | 16.00000 62512.00| 14.50000 56651.50| 17.10000 66809.70 BORROW | | | 0011 203-02100 1944.000 CYS | 9.23000 17943.12| 6.40000 12441.60| 11.60000 22550.40 EXCAVATION, PEAT | | | 0012 205-06931 72.000 TON | 34.00000 2448.00| 20.00000 1440.00| 71.00000 5112.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 549,383.59 ROUTE : US 33 CALL ORDER : 220 CONTRACT ID : R -28087-A COUNTIES : NOBLE LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 62-1492793 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06933 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06937 645.000 LFT | 2.00000 1290.00| 1.60000 1032.00| 2.00000 1290.00 TEMPORARY SILT FENCE | | | 0015 207-08263 1573.000 SYS | 12.00000 18876.00| 11.00000 17303.00| 5.00000 7865.00 SUBGRADE TREATMENT, TYPE IA | | | 0016 207-08265 2155.000 SYS | 7.00000 15085.00| 6.90000 14869.50| 5.00000 10775.00 SUBGRADE TREATMENT, TYPE IIA | | | 0017 211-02050 2019.000 CYS | 12.00000 24228.00| 18.75000 37856.25| 10.50000 21199.50 B BORROW | | | 0018 211-07454 101.000 CYS | 20.00000 2020.00| 18.00000 1818.00| 11.50000 1161.50 STRUCTURE BACKFILL | | | 0019 213-08058 43.000 CYS | 40.00000 1720.00| 110.00000 4730.00| 92.00000 3956.00 FLOWABLE BACKFILL | | | 0020 301-07448 2030.000 TON | 14.00000 28420.00| 20.53000 41675.90| 17.50000 35525.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 303-07449 42.000 TON | 30.00000 1260.00| 20.53000 862.26| 16.00000 672.00 COMPACTED AGGREGATE, NO. 73 | | | 0022 306-08033 3317.000 SYS | 1.50000 4975.50| 5.00000 16585.00| 2.00000 6634.00 MILLING, ASPHALT, 1 IN. | | | 0023 306-08043 480.000 SYS | 1.50000 720.00| 5.00000 2400.00| 2.75000 1320.00 MILLING, TRANSITION | | | 0024 401-06264 LUMP | 1000.00000 1000.00| 4000.00000 4000.00| 3100.00000 3100.00 PROFILOGRAPH, HMA | | | 0025 402-07432 162.000 TON | 50.00000 8100.00| 48.00000 7776.00| 51.60000 8359.20 HMA SURFACE, TYPE A | | | 0026 402-07434 344.000 TON | 55.00000 18920.00| 59.00000 20296.00| 51.60000 17750.40 HMA SURFACE, TYPE C | | | 0027 402-07435 316.000 TON | 42.00000 13272.00| 46.00000 14536.00| 42.70000 13493.20 HMA INTERMEDIATE, TYPE A | | | 0028 402-07439 541.000 TON | 46.00000 24886.00| 42.00000 22722.00| 42.70000 23100.70 HMA INTERMEDIATE, TYPE C | | | 0029 402-07442 732.000 TON | 42.00000 30744.00| 48.00000 35136.00| 42.70000 31256.40 HMA BASE, TYPE C | | | 0030 404-05511 208.000 SYS | 1.00000 208.00| 3.40000 707.20| 14.50000 3016.00 SEAL COAT, 2 | | | 0031 405-05518 2169.000 SYS | 0.25000 542.25| 0.01000 21.69| 1.00000 2169.00 ASPHALT FOR PRIME COAT | | | 0032 406-05521 10979.000 SYS | 0.05000 548.95| 0.01000 109.79| 0.05000 548.95 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 549,383.59 ROUTE : US 33 CALL ORDER : 220 CONTRACT ID : R -28087-A COUNTIES : NOBLE LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 62-1492793 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 610-07486 94.000 TON | 100.00000 9400.00| 70.00000 6580.00| 95.00000 8930.00 HMA FOR APPROACHES, TYPE A | | | 0034 611-06497 4.000 EACH | 160.00000 640.00| 160.00000 640.00| 160.00000 640.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 27.000 EACH | 115.00000 3105.00| 115.00000 3105.00| 115.00000 3105.00 RIGHT OF WAY MARKER | | | 0036 615-06505 6.000 EACH | 450.00000 2700.00| 450.00000 2700.00| 450.00000 2700.00 MONUMENT, B | | | 0037 616-02320 303.000 SYS | 1.00000 303.00| 3.25000 984.75| 2.00000 606.00 GEOTEXTILES | | | 0038 616-06405 197.000 TON | 26.00000 5122.00| 40.00000 7880.00| 30.00000 5910.00 RIPRAP, REVETMENT | | | 0039 621-01004 2.000 EACH | 200.00000 400.00| 575.00000 1150.00| 200.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 1.000 TON | 550.00000 550.00| 585.00000 585.00| 575.00000 575.00 FERTILIZER | | | 0041 621-06553 326.000 LBS | 3.00000 978.00| 4.52000 1473.52| 3.00000 978.00 SEED MIXTURE, R | | | 0042 621-06557 298.000 LBS | 2.75000 819.50| 3.20000 953.60| 2.75000 819.50 SEED MIXTURE, T | | | 0043 621-06565 8.000 TON | 450.00000 3600.00| 420.00000 3360.00| 475.00000 3800.00 MULCHING MATERIAL | | | 0044 621-06567 1.000 kGAL | 10.00000 10.00| 20.00000 20.00| 10.00000 10.00 WATER | | | 0045 621-06574 336.000 SYS | 5.00000 1680.00| 8.62000 2896.32| 5.00000 1680.00 SODDING | | | 0046 622-52436 2.000 EACH | 23.00000 46.00| 23.00000 46.00| 30.00000 60.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 100.000 EACH | 15.00000 1500.00| 9.65000 965.00| 18.00000 1800.00 SEEDLING | | | 0048 715-05049 50.000 LFT | 10.00000 500.00| 28.00000 1400.00| 12.75000 637.50 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0049 715-05123 153.000 LFT | 55.00000 8415.00| 84.00000 12852.00| 46.00000 7038.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0050 715-05149 224.000 LFT | 40.00000 8960.00| 44.00000 9856.00| 19.00000 4256.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0051 715-05169 48.000 LFT | 44.00000 2112.00| 54.75000 2628.00| 21.40000 1027.20 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 549,383.59 ROUTE : US 33 CALL ORDER : 220 CONTRACT ID : R -28087-A COUNTIES : NOBLE LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 62-1492793 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 715-08306 15.000 TON | 60.00000 900.00| 111.00000 1665.00| 145.00000 2175.00 HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0053 715-46000 1.000 EACH | 200.00000 200.00| 410.00000 410.00| 218.50000 218.50 PIPE END SECTION, 12 IN. | | | 0054 715-46020 4.000 EACH | 450.00000 1800.00| 698.00000 2792.00| 442.50000 1770.00 PIPE END SECTION, 24 IN. | | | 0055 720-45270 1.000 EACH | 1500.00000 1500.00| 825.00000 825.00| 745.00000 745.00 PIPE CATCH BASIN, 18 IN. | | | 0056 720-45410 1.000 EACH | 2500.00000 2500.00| 1700.00000 1700.00| 1360.00000 1360.00 MANHOLE, C4 | | | 0057 801-06203 3082.000 LFT | 0.46000 1417.72| 0.06000 184.92| 0.06000 184.92 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0058 801-06207 3014.000 LFT | 1.04000 3134.56| 0.80000 2411.20| 0.80000 2411.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0059 801-06625 7.000 EACH | 109.00000 763.00| 78.00000 546.00| 78.00000 546.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 15.000 EACH | 169.00000 2535.00| 78.00000 1170.00| 78.00000 1170.00 CONSTRUCTION SIGN, A | | | 0061 801-06645 4.000 EACH | 13.50000 54.00| 1.00000 4.00| 1.00000 4.00 CONSTRUCTION SIGN, B | | | 0062 801-06775 LUMP | 34010.00000 34010.00| 22400.00000 22400.00| 15960.00000 15960.00 MAINTAINING TRAFFIC | | | 0063 802-05701 152.000 LFT | 17.00000 2584.00| 19.30000 2933.60| 19.30000 2933.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0064 802-05702 80.000 LFT | 15.00000 1200.00| 5.85000 468.00| 5.85000 468.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0065 802-76025 52.000 SFT | 18.00000 936.00| 7.60000 395.20| 7.60000 395.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0066 802-76035 20.000 SFT | 20.00000 400.00| 19.10000 382.00| 19.10000 382.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0067 802-76045 18.000 SFT | 24.00000 432.00| 25.45000 458.10| 25.45000 458.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0068 808-06703 3140.000 LFT | 0.58000 1821.20| 0.49000 1538.60| 0.49000 1538.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 220 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 549,383.59 ROUTE : US 33 CALL ORDER : 220 CONTRACT ID : R -28087-A COUNTIES : NOBLE LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 62-1492793 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 808-06716 2100.000 LFT | 0.55000 1155.00| 0.33000 693.00| 0.33000 693.00 LINE, REMOVE | | | 0070 808-75245 3130.000 LFT | 0.58000 1815.40| 0.49000 1533.70| 0.49000 1533.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0071 808-75297 38.000 LFT | 4.50000 171.00| 3.90000 148.20| 3.90000 148.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 502,537.20| $ 532,672.40| $ 532,849.17 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 502,537.20| $ 532,672.40| $ 532,849.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 220 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 549,383.59 ROUTE : US 33 CALL ORDER : 220 CONTRACT ID : R -28087-A COUNTIES : NOBLE LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06845 LUMP | 14000.00000 14000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2000.00000 18000.00| | FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 60000.00000 60000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 17500.00000 17500.00| | CLEARING RIGHT OF WAY | | | 0007 202-01405 50.000 CYS | 150.00000 7500.00| | CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0008 202-05571 5.000 EACH | 300.00000 1500.00| | TESTING FOR WASTES | | | 0009 203-02000 3744.000 CYS | 22.50000 84240.00| | EXCAVATION, COMMON | | | 0010 203-02070 3907.000 CYS | 12.00000 46884.00| | BORROW | | | 0011 203-02100 1944.000 CYS | 7.75000 15066.00| | EXCAVATION, PEAT | | | 0012 205-06931 72.000 TON | 120.00000 8640.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06933 1.000 EACH | 100.00000 100.00| | TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06937 645.000 LFT | 2.00000 1290.00| | TEMPORARY SILT FENCE | | | 0015 207-08263 1573.000 SYS | 13.75000 21628.75| | SUBGRADE TREATMENT, TYPE IA | | | 0016 207-08265 2155.000 SYS | 6.75000 14546.25| | SUBGRADE TREATMENT, TYPE IIA | | | 0017 211-02050 2019.000 CYS | 15.50000 31294.50| | B BORROW | | | 0018 211-07454 101.000 CYS | 12.00000 1212.00| | STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 220 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 549,383.59 ROUTE : US 33 CALL ORDER : 220 CONTRACT ID : R -28087-A COUNTIES : NOBLE LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 213-08058 43.000 CYS | 77.50000 3332.50| | FLOWABLE BACKFILL | | | 0020 301-07448 2030.000 TON | 17.25000 35017.50| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 303-07449 42.000 TON | 67.00000 2814.00| | COMPACTED AGGREGATE, NO. 73 | | | 0022 306-08033 3317.000 SYS | 3.25000 10780.25| | MILLING, ASPHALT, 1 IN. | | | 0023 306-08043 480.000 SYS | 5.25000 2520.00| | MILLING, TRANSITION | | | 0024 401-06264 LUMP | 2000.00000 2000.00| | PROFILOGRAPH, HMA | | | 0025 402-07432 162.000 TON | 66.00000 10692.00| | HMA SURFACE, TYPE A | | | 0026 402-07434 344.000 TON | 62.50000 21500.00| | HMA SURFACE, TYPE C | | | 0027 402-07435 316.000 TON | 44.00000 13904.00| | HMA INTERMEDIATE, TYPE A | | | 0028 402-07439 541.000 TON | 48.75000 26373.75| | HMA INTERMEDIATE, TYPE C | | | 0029 402-07442 732.000 TON | 51.50000 37698.00| | HMA BASE, TYPE C | | | 0030 404-05511 208.000 SYS | 4.50000 936.00| | SEAL COAT, 2 | | | 0031 405-05518 2169.000 SYS | 0.01000 21.69| | ASPHALT FOR PRIME COAT | | | 0032 406-05521 10979.000 SYS | 0.40000 4391.60| | ASPHALT FOR TACK COAT | | | 0033 610-07486 94.000 TON | 78.00000 7332.00| | HMA FOR APPROACHES, TYPE A | | | 0034 611-06497 4.000 EACH | 160.00000 640.00| | MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 27.000 EACH | 115.00000 3105.00| | RIGHT OF WAY MARKER | | | 0036 615-06505 6.000 EACH | 450.00000 2700.00| | MONUMENT, B | | | 0037 616-02320 303.000 SYS | 4.50000 1363.50| | GEOTEXTILES | | | 0038 616-06405 197.000 TON | 39.00000 7683.00| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 220 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 549,383.59 ROUTE : US 33 CALL ORDER : 220 CONTRACT ID : R -28087-A COUNTIES : NOBLE LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 621-01004 2.000 EACH | 250.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 1.000 TON | 575.00000 575.00| | FERTILIZER | | | 0041 621-06553 326.000 LBS | 3.25000 1059.50| | SEED MIXTURE, R | | | 0042 621-06557 298.000 LBS | 3.00000 894.00| | SEED MIXTURE, T | | | 0043 621-06565 8.000 TON | 500.00000 4000.00| | MULCHING MATERIAL | | | 0044 621-06567 1.000 kGAL | 10.00000 10.00| | WATER | | | 0045 621-06574 336.000 SYS | 5.50000 1848.00| | SODDING | | | 0046 622-52436 2.000 EACH | 25.00000 50.00| | SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 100.000 EACH | 16.00000 1600.00| | SEEDLING | | | 0048 715-05049 50.000 LFT | 37.00000 1850.00| | PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0049 715-05123 153.000 LFT | 89.00000 13617.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0050 715-05149 224.000 LFT | 29.00000 6496.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0051 715-05169 48.000 LFT | 57.00000 2736.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0052 715-08306 15.000 TON | 276.00000 4140.00| | HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0053 715-46000 1.000 EACH | 225.00000 225.00| | PIPE END SECTION, 12 IN. | | | 0054 715-46020 4.000 EACH | 325.00000 1300.00| | PIPE END SECTION, 24 IN. | | | 0055 720-45270 1.000 EACH | 2000.00000 2000.00| | PIPE CATCH BASIN, 18 IN. | | | 0056 720-45410 1.000 EACH | 2600.00000 2600.00| | MANHOLE, C4 | | | 0057 801-06203 3082.000 LFT | 0.65000 2003.30| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 220 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 549,383.59 ROUTE : US 33 CALL ORDER : 220 CONTRACT ID : R -28087-A COUNTIES : NOBLE LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1185040 |( ) |( ) |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 801-06207 3014.000 LFT | 1.30000 3918.20| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0059 801-06625 7.000 EACH | 85.00000 595.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 15.000 EACH | 85.00000 1275.00| | CONSTRUCTION SIGN, A | | | 0061 801-06645 4.000 EACH | 85.00000 340.00| | CONSTRUCTION SIGN, B | | | 0062 801-06775 LUMP | 40000.00000 40000.00| | MAINTAINING TRAFFIC | | | 0063 802-05701 152.000 LFT | 18.00000 2736.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0064 802-05702 80.000 LFT | 16.00000 1280.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0065 802-76025 52.000 SFT | 20.00000 1040.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0066 802-76035 20.000 SFT | 21.00000 420.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0067 802-76045 18.000 SFT | 25.00000 450.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0068 808-06703 3140.000 LFT | 0.55000 1727.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0069 808-06716 2100.000 LFT | 0.40000 840.00| | LINE, REMOVE | | | 0070 808-75245 3130.000 LFT | 0.55000 1721.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0071 808-75297 38.000 LFT | 4.50000 171.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 642,225.79| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 642,225.79| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,658,398.19 ROUTE : 69 CALL ORDER : 230 CONTRACT ID : R -28097-A COUNTIES : MADISON LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/25/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 4,625,338.79 100.0000% 2 35-1139301 E & B PAVING, INC. $ 5,297,378.88 114.5295% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 6,287,788.00 135.9422% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-0918397 |BROOKS CONSTRUCTION COMPANY |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 PAVEMENT REHABILITATION | | | 0001 105-06845 LUMP | 7100.00000 7100.00| 12000.00000 12000.00| 12997.66000 12997.66 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1550.00000 6200.00| 2500.00000 10000.00| 2500.00000 10000.00 FIELD OFFICE, B | | | 0003 105-08520 6.000 EACH | 1.00000 6.00| 40.00000 240.00| 93.00000 558.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 72.000 MOS | 1.00000 72.00| 70.00000 5040.00| 93.00000 6696.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 231000.00000 231000.00| 264500.00000 264500.00| 101000.00000 101000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 303-01180 11082.000 TON | 0.01000 110.82| 6.00000 66492.00| 23.00000 254886.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0010 304-07783 3725.000 TON | 58.90000 219402.50| 88.00000 327800.00| 131.00000 487975.00 HMA PATCHING, TYPE D | | | 0011 306-08033 907773.000 SYS | 0.01000 9077.73| 0.30000 272331.90| 0.62000 562819.26 MILLING, ASPHALT, 1 IN. | | | 0012 306-08034 2600.000 SYS | 4.00000 10400.00| 0.30000 780.00| 1.50000 3900.00 MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,658,398.19 ROUTE : 69 CALL ORDER : 230 CONTRACT ID : R -28097-A COUNTIES : MADISON LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-0918397 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 306-08039 15474.000 SYS | 0.01000 154.74| 0.01000 154.74| 1.00000 15474.00 MILLING, ASPHALT REMOVAL | | | 0014 306-08043 5253.500 SYS | 0.25000 1313.38| 0.01000 52.54| 1.00000 5253.50 MILLING, TRANSITION | | | 0015 401-06264 LUMP | 20000.00000 20000.00| 15000.00000 15000.00| 12000.00000 12000.00 PROFILOGRAPH, HMA | | | 0016 401-07320 28232.000 TON | 33.70000 951418.40| 41.00000 1157512.00| 51.00000 1439832.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0017 401-07337 47086.000 TON | 52.30000 2462597.80| 58.00000 2730988.00| 62.50000 2942875.00 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0018 406-05520 218.000 TON | 0.01000 2.18| 1.00000 218.00| 210.00000 45780.00 ASPHALT FOR TACK COAT | | | 0019 506-06333 90.000 SYS | 159.00000 14310.00| 130.00000 11700.00| 150.00000 13500.00 PCCP PATCHING, FULL DEPTH | | | 0020 507-07482 544.000 LFT | 1.90000 1033.60| 1.90000 1033.60| 3.60000 1958.40 CRACKS AND JOINTS IN PCCP, ROUT AND SEA | | | 0021 606-07484 415986.000 LFT | 0.01000 4159.86| 0.13000 54078.18| 0.13000 54078.18 MILLED HMA SHOULDER CORRUGATIONS | | | 0022 612-04315 5.000 TON | 2211.00000 11055.00| 2211.00000 11055.00| 2211.00000 11055.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0023 612-05081 1.000 EACH | 3000.00000 3000.00| 3500.00000 3500.00| 3500.00000 3500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0024 612-60410 85.000 EACH | 55.00000 4675.00| 55.00000 4675.00| 55.00000 4675.00 DRILLED HOLE FOR UNDERSEAL | | | 0025 801-01093 4.000 EACH | 600.00000 2400.00| 1875.00000 7500.00| 1200.00000 4800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0026 801-06207 20143.000 LFT | 0.78000 15711.54| 0.60000 12085.80| 0.90000 18128.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0027 801-06640 18.000 EACH | 300.00000 5400.00| 360.00000 6480.00| 160.00000 2880.00 CONSTRUCTION SIGN, A | | | 0028 801-06710 480.000 DAY | 1.00000 480.00| 10.00000 4800.00| 15.00000 7200.00 FLASHING ARROW SIGN | | | 0029 801-06775 LUMP | 460850.00000 460850.00| 152600.00000 152600.00| 64000.00000 64000.00 MAINTAINING TRAFFIC | | | 0030 801-07215 480.000 DAY | 1.00000 480.00| 44.00000 21120.00| 57.00000 27360.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,658,398.19 ROUTE : 69 CALL ORDER : 230 CONTRACT ID : R -28097-A COUNTIES : MADISON LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-0918397 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 808-06702 50358.000 LFT | 0.33000 16618.14| 0.33000 16618.14| 0.30000 15107.40 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0032 808-06713 210622.000 LFT | 0.25000 52655.50| 0.12000 25274.64| 0.10000 21062.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0033 808-06714 209707.000 LFT | 0.25000 52426.75| 0.12000 25164.84| 0.10000 20970.70 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0034 808-75008 9198.000 LFT | 0.50000 4599.00| 0.25000 2299.50| 0.50000 4599.00 LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0035 808-75297 72.000 LFT | 10.00000 720.00| 20.00000 1440.00| 10.00000 720.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0036 808-75996 2905.000 EACH | 2.17000 6303.85| 5.00000 14525.00| 7.00000 20335.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0037 808-75998 2905.000 EACH | 17.00000 49385.00| 20.00000 58100.00| 24.00000 69720.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0038 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0039 801-06203 21600.000 LFT | 0.01000 216.00| 0.01000 216.00| 0.93000 20088.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | SECTION TOTALS | $ 4,625,338.79| $ 5,297,378.88| $ 6,287,788.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,625,338.79| $ 5,297,378.88| $ 6,287,788.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,285.12 ROUTE : 218 CALL ORDER : 240 CONTRACT ID : R -28113-A COUNTIES : WABASH LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/16/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 446,886.12 100.0000% 2 35-1058755 BAKER & SCHULTZ, INC. $ 457,280.32 102.3259% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 512,091.70 114.5911% 4 90-0177865 HIS CONSTRUCTORS LLC $ 530,899.00 118.7996% 5 35-1212938 ATLAS EXCAVATING, INC. $ 594,861.53 133.1126% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1058755 |( 3 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, 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 | 8765.00000 8765.00| 5000.00000 5000.00| 4800.00000 4800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1350.00000 8100.00| 2280.00000 13680.00| 1800.00000 10800.00 FIELD OFFICE, A | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 22300.00000 22300.00| 22200.00000 22200.00| 25600.00000 25600.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 13400.00000 13400.00| 4700.00000 4700.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0008 202-02241 584.000 LFT | 3.00000 1752.00| 3.00000 1752.00| 3.00000 1752.00 GUARDRAIL, REMOVE | | | 0009 202-51330 LUMP | 10000.00000 10000.00| 53870.00000 53870.00| 37580.00000 37580.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-74035 1.000 EACH | 1.00000 1.00| 500.00000 500.00| 65.00000 65.00 SIGN, REMOVE | | | 0011 203-02000 1394.000 CYS | 20.00000 27880.00| 10.00000 13940.00| 20.00000 27880.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,285.12 ROUTE : 218 CALL ORDER : 240 CONTRACT ID : R -28113-A COUNTIES : WABASH LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1058755 |( 3 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 203-02070 247.000 CYS | 40.00000 9880.00| 28.00000 6916.00| 23.00000 5681.00 BORROW | | | 0013 203-51223 99.000 CYS | 30.00000 2970.00| 13.00000 1287.00| 45.00000 4455.00 EXCAVATION, WATERWAY | | | 0014 205-06932 423.000 LFT | 7.50000 3172.50| 9.00000 3807.00| 7.50000 3172.50 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 207-08265 4346.000 SYS | 4.50000 19557.00| 5.00000 21730.00| 3.80000 16514.80 SUBGRADE TREATMENT, TYPE IIA | | | 0016 211-07454 526.000 CYS | 25.00000 13150.00| 20.00000 10520.00| 40.00000 21040.00 STRUCTURE BACKFILL | | | 0017 301-07448 971.000 TON | 15.00000 14565.00| 9.80000 9515.80| 14.00000 13594.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 401-06264 LUMP | 725.00000 725.00| 1200.00000 1200.00| 1340.00000 1340.00 PROFILOGRAPH, HMA | | | 0020 401-07321 465.000 TON | 50.00000 23250.00| 38.00000 17670.00| 42.60000 19809.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0021 401-07356 377.000 TON | 45.00000 16965.00| 38.00000 14326.00| 42.60000 16060.20 QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm | | | 0022 401-07407 1417.000 TON | 37.00000 52429.00| 35.00000 49595.00| 39.20000 55546.40 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0023 404-05511 1219.000 SYS | 1.00000 1219.00| 3.00000 3657.00| 3.40000 4144.60 SEAL COAT, 2 | | | 0024 406-05520 2.000 TON | 200.00000 400.00| 165.00000 330.00| 185.00000 370.00 ASPHALT FOR TACK COAT | | | 0025 601-01848 2.000 EACH | 1875.00000 3750.00| 1875.00000 3750.00| 1880.00000 3760.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0026 601-06854 1.000 EACH | 2675.00000 2675.00| 2675.00000 2675.00| 2680.00000 2680.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 2.000 EACH | 2175.00000 4350.00| 2175.00000 4350.00| 2180.00000 4360.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 513.000 LFT | 14.25000 7310.25| 14.25000 7310.25| 14.30000 7335.90 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 610-07486 23.000 TON | 90.00000 2070.00| 85.00000 1955.00| 95.30000 2191.90 HMA FOR APPROACHES, TYPE A | | | 0030 611-06497 2.000 EACH | 180.00000 360.00| 180.00000 360.00| 180.00000 360.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 8.000 EACH | 120.00000 960.00| 120.00000 960.00| 127.00000 1016.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,285.12 ROUTE : 218 CALL ORDER : 240 CONTRACT ID : R -28113-A COUNTIES : WABASH LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1058755 |( 3 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 615-06505 2.000 EACH | 550.00000 1100.00| 550.00000 1100.00| 610.00000 1220.00 MONUMENT, B | | | 0033 616-02320 138.000 SYS | 3.00000 414.00| 2.50000 345.00| 3.20000 441.60 GEOTEXTILES | | | 0034 616-06405 66.000 TON | 40.00000 2640.00| 25.00000 1650.00| 31.00000 2046.00 RIPRAP, REVETMENT | | | 0035 621-01004 1.000 EACH | 325.00000 325.00| 325.00000 325.00| 325.00000 325.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01597 45.000 SYS | 6.25000 281.25| 6.25000 281.25| 6.30000 283.50 EROSION CONTROL, MAT | | | 0038 621-06545 4.000 TON | 310.00000 1240.00| 310.00000 1240.00| 310.00000 1240.00 FERTILIZER | | | 0039 621-06553 182.000 LBS | 5.64000 1026.48| 5.64000 1026.48| 5.60000 1019.20 SEED MIXTURE, R | | | 0041 621-06565 2.000 TON | 475.00000 950.00| 475.00000 950.00| 475.00000 950.00 MULCHING MATERIAL | | | 0042 621-06567 4.000 kGAL | 10.00000 40.00| 10.00000 40.00| 10.00000 40.00 WATER | | | 0043 621-06574 933.000 SYS | 3.68000 3433.44| 3.68000 3433.44| 3.70000 3452.10 SODDING | | | 0046 703-51030 191.000 LBS | 1.00000 191.00| 1.00000 191.00| 1.30000 248.30 REINFORCING STEEL | | | 0047 704-51002 4.000 CYS | 650.00000 2600.00| 400.00000 1600.00| 950.00000 3800.00 CONCRETE, C, SUPERSTRUCTURE | | | 0048 714-05765 67.000 LFT | 1600.00000 107200.00| 1850.00000 123950.00| 2050.00000 137350.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 10 FT. | | | 0049 715-05048 100.000 LFT | 4.00000 400.00| 5.35000 535.00| 6.00000 600.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0050 715-05049 100.000 LFT | 8.00000 800.00| 6.45000 645.00| 8.00000 800.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0051 715-05051 100.000 LFT | 10.00000 1000.00| 8.00000 800.00| 10.00000 1000.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0052 715-05171 155.000 LFT | 50.00000 7750.00| 32.00000 4960.00| 32.00000 4960.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0053 715-46010 8.000 EACH | 350.00000 2800.00| 350.00000 2800.00| 275.00000 2200.00 PIPE END SECTION, 18 IN. | | | 0054 723-06660 62.000 SYS | 330.00000 20460.00| 370.00000 22940.00| 584.00000 36208.00 WINGWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 240 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,285.12 ROUTE : 218 CALL ORDER : 240 CONTRACT ID : R -28113-A COUNTIES : WABASH LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1058755 |( 3 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 801-04308 8.000 EACH | 60.00000 480.00| 78.00000 624.00| 98.00000 784.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06625 19.000 EACH | 70.00000 1330.00| 46.50000 883.50| 45.00000 855.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0057 801-06640 18.000 EACH | 80.00000 1440.00| 80.25000 1444.50| 65.00000 1170.00 CONSTRUCTION SIGN, A | | | 0058 801-06775 LUMP | 12930.00000 12930.00| 6200.00000 6200.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0059 801-07118 96.000 LFT | 6.25000 600.00| 3.70000 355.20| 6.50000 624.00 BARRICADE, III-A | | | 0060 801-07119 48.000 LFT | 6.25000 300.00| 4.40000 211.20| 6.90000 331.20 BARRICADE, III-B | | | 0061 802-05702 23.000 LFT | 8.00000 184.00| 8.00000 184.00| 8.00000 184.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0062 802-76045 11.000 SFT | 17.50000 192.50| 17.50000 192.50| 17.50000 192.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0063 804-06725 6.000 EACH | 21.00000 126.00| 21.00000 126.00| 21.00000 126.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0064 808-06712 350.000 LFT | 0.39000 136.50| 0.14000 49.00| 0.40000 140.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0065 808-06713 2800.000 LFT | 0.39000 1092.00| 0.14000 392.00| 0.40000 1120.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0066 808-06714 480.000 LFT | 0.39000 187.20| 0.14000 67.20| 0.40000 192.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0067 808-75998 36.000 EACH | 35.50000 1278.00| 5.00000 180.00| 35.50000 1278.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 446,886.12| $ 457,280.32| $ 512,091.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 446,886.12| $ 457,280.32| $ 512,091.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 240 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,285.12 ROUTE : 218 CALL ORDER : 240 CONTRACT ID : R -28113-A COUNTIES : WABASH LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1212938 |( ) |HIS CONSTRUCTORS LLC |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 | 7000.00000 7000.00| 6800.00000 6800.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2200.00000 13200.00| 2400.00000 14400.00| FIELD OFFICE, A | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 26450.00000 26450.00| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 15300.00000 15300.00| 2500.00000 2500.00| CLEARING RIGHT OF WAY | | | 0008 202-02241 584.000 LFT | 4.00000 2336.00| 3.00000 1752.00| GUARDRAIL, REMOVE | | | 0009 202-51330 LUMP | 19250.00000 19250.00| 7500.00000 7500.00| PRESENT STRUCTURE, REMOVE | | | 0010 202-74035 1.000 EACH | 15.00000 15.00| 140.00000 140.00| SIGN, REMOVE | | | 0011 203-02000 1394.000 CYS | 23.00000 32062.00| 16.00000 22304.00| EXCAVATION, COMMON | | | 0012 203-02070 247.000 CYS | 25.00000 6175.00| 1.00000 247.00| BORROW | | | 0013 203-51223 99.000 CYS | 35.00000 3465.00| 30.00000 2970.00| EXCAVATION, WATERWAY | | | 0014 205-06932 423.000 LFT | 7.75000 3278.25| 7.50000 3172.50| TEMPORARY CHECK DAM, STRAW BALES | | | 0015 207-08265 4346.000 SYS | 4.25000 18470.50| 10.00000 43460.00| SUBGRADE TREATMENT, TYPE IIA | | | 0016 211-07454 526.000 CYS | 31.00000 16306.00| 45.00000 23670.00| STRUCTURE BACKFILL | | | 0017 301-07448 971.000 TON | 25.00000 24275.00| 32.00000 31072.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 401-06264 LUMP | 1300.00000 1300.00| 1200.00000 1200.00| PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 240 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,285.12 ROUTE : 218 CALL ORDER : 240 CONTRACT ID : R -28113-A COUNTIES : WABASH LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1212938 |( ) |HIS CONSTRUCTORS LLC |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 401-07321 465.000 TON | 39.00000 18135.00| 38.00000 17670.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0021 401-07356 377.000 TON | 37.00000 13949.00| 38.00000 14326.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm | | | 0022 401-07407 1417.000 TON | 38.00000 53846.00| 35.00000 49595.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0023 404-05511 1219.000 SYS | 3.25000 3961.75| 1.39000 1694.41| SEAL COAT, 2 | | | 0024 406-05520 2.000 TON | 170.00000 340.00| 165.00000 330.00| ASPHALT FOR TACK COAT | | | 0025 601-01848 2.000 EACH | 1900.00000 3800.00| 1875.00000 3750.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0026 601-06854 1.000 EACH | 2700.00000 2700.00| 2675.00000 2675.00| GUARDRAIL, W-BEAM, NESTED | | | 0027 601-94689 2.000 EACH | 2200.00000 4400.00| 2175.00000 4350.00| GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 513.000 LFT | 14.75000 7566.75| 14.25000 7310.25| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 610-07486 23.000 TON | 90.00000 2070.00| 85.00000 1955.00| HMA FOR APPROACHES, TYPE A | | | 0030 611-06497 2.000 EACH | 185.00000 370.00| 180.00000 360.00| MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 8.000 EACH | 125.00000 1000.00| 120.00000 960.00| RIGHT OF WAY MARKER | | | 0032 615-06505 2.000 EACH | 560.00000 1120.00| 550.00000 1100.00| MONUMENT, B | | | 0033 616-02320 138.000 SYS | 2.00000 276.00| 3.50000 483.00| GEOTEXTILES | | | 0034 616-06405 66.000 TON | 30.00000 1980.00| 40.00000 2640.00| RIPRAP, REVETMENT | | | 0035 621-01004 1.000 EACH | 330.00000 330.00| 325.00000 325.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-01597 45.000 SYS | 6.50000 292.50| 6.25000 281.25| EROSION CONTROL, MAT | | | 0038 621-06545 4.000 TON | 325.00000 1300.00| 310.00000 1240.00| FERTILIZER | | | 0039 621-06553 182.000 LBS | 5.75000 1046.50| 5.64000 1026.48| SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 240 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,285.12 ROUTE : 218 CALL ORDER : 240 CONTRACT ID : R -28113-A COUNTIES : WABASH LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1212938 |( ) |HIS CONSTRUCTORS LLC |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-06565 2.000 TON | 485.00000 970.00| 475.00000 950.00| MULCHING MATERIAL | | | 0042 621-06567 4.000 kGAL | 10.50000 42.00| 10.00000 40.00| WATER | | | 0043 621-06574 933.000 SYS | 3.75000 3498.75| 3.68000 3433.44| SODDING | | | 0046 703-51030 191.000 LBS | 1.00000 191.00| 3.00000 573.00| REINFORCING STEEL | | | 0047 704-51002 4.000 CYS | 1500.00000 6000.00| 700.00000 2800.00| CONCRETE, C, SUPERSTRUCTURE | | | 0048 714-05765 67.000 LFT | 2200.00000 147400.00| 3200.00000 214400.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 10 FT. | | | 0049 715-05048 100.000 LFT | 15.00000 1500.00| 30.00000 3000.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0050 715-05049 100.000 LFT | 17.00000 1700.00| 30.00000 3000.00| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0051 715-05051 100.000 LFT | 19.00000 1900.00| 32.00000 3200.00| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0052 715-05171 155.000 LFT | 31.00000 4805.00| 50.00000 7750.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0053 715-46010 8.000 EACH | 250.00000 2000.00| 550.00000 4400.00| PIPE END SECTION, 18 IN. | | | 0054 723-06660 62.000 SYS | 563.00000 34906.00| 650.00000 40300.00| WINGWALL | | | 0055 801-04308 8.000 EACH | 85.00000 680.00| 98.00000 784.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06625 19.000 EACH | 51.00000 969.00| 45.00000 855.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0057 801-06640 18.000 EACH | 88.00000 1584.00| 65.00000 1170.00| CONSTRUCTION SIGN, A | | | 0058 801-06775 LUMP | 13500.00000 13500.00| 800.00000 800.00| MAINTAINING TRAFFIC | | | 0059 801-07118 96.000 LFT | 4.00000 384.00| 6.45000 619.20| BARRICADE, III-A | | | 0060 801-07119 48.000 LFT | 4.80000 230.40| 6.85000 328.80| BARRICADE, III-B | | | 0061 802-05702 23.000 LFT | 8.70000 200.10| 8.00000 184.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 240 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 454,285.12 ROUTE : 218 CALL ORDER : 240 CONTRACT ID : R -28113-A COUNTIES : WABASH LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1212938 |( ) |HIS CONSTRUCTORS LLC |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 802-76045 11.000 SFT | 18.00000 198.00| 17.50000 192.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0063 804-06725 6.000 EACH | 21.50000 129.00| 21.00000 126.00| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0064 808-06712 350.000 LFT | 0.15000 52.50| 0.39000 136.50| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0065 808-06713 2800.000 LFT | 0.15000 420.00| 0.39000 1092.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0066 808-06714 480.000 LFT | 0.15000 72.00| 0.39000 187.20| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0067 808-75998 36.000 EACH | 5.50000 198.00| 35.50000 1278.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 530,899.00| $ 594,861.53| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 530,899.00| $ 594,861.53| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 655,447.39 ROUTE : 19 CALL ORDER : 270 CONTRACT ID : R -28392-A COUNTIES : MIAMI LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 05/12/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1325036 DEICHMAN EXCAVATING CO $ 471,159.12 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 523,620.37 111.1345% 3 35-1139301 E & B PAVING, INC. $ 548,439.07 116.4021% 4 90-0177865 HIS CONSTRUCTORS LLC $ 554,205.90 117.6261% 5 35-1212938 ATLAS EXCAVATING, INC. $ 579,551.55 123.0055% 6 35-1817530 PIONEER ASSOCIATES, INC. $ 603,315.80 128.0493% 7 35-1817574 YARDBERRY LANDSCAPE $ 603,661.90 128.1227% ==================================================================================================================================== |( 1 ) 35-1325036 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |DEICHMAN EXCAVATING CO |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACMENT | | | 0001 105-06845 LUMP | 6000.00000 6000.00| 15000.00000 15000.00| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2150.00000 12900.00| 1200.00000 7200.00| 2500.00000 15000.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 31000.00000 31000.00| 26000.00000 26000.00| 27350.00000 27350.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 1500.00000 1500.00| 10400.00000 10400.00| 11000.00000 11000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 198.000 SYS | 15.00000 2970.00| 15.11000 2991.78| 30.00000 5940.00 PAVEMENT REMOVAL | | | 0008 202-02241 626.000 LFT | 4.00000 2504.00| 3.15000 1971.90| 3.00000 1878.00 GUARDRAIL, REMOVE | | | 0009 202-02286 1.000 EACH | 8500.00000 8500.00| 18000.00000 18000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 1670.000 CYS | 10.00000 16700.00| 20.00000 33400.00| 18.00000 30060.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 270 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 655,447.39 ROUTE : 19 CALL ORDER : 270 CONTRACT ID : R -28392-A COUNTIES : MIAMI LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1325036 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |DEICHMAN EXCAVATING CO |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 205-06932 110.000 LFT | 15.00000 1650.00| 10.96000 1205.60| 10.96000 1205.60 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 1520.000 LFT | 1.50000 2280.00| 1.30000 1976.00| 1.30000 1976.00 TEMPORARY SILT FENCE | | | 0013 207-08265 1945.000 SYS | 10.00000 19450.00| 8.00000 15560.00| 11.00000 21395.00 SUBGRADE TREATMENT, TYPE IIA | | | 0014 211-07454 488.000 CYS | 20.00000 9760.00| 25.00000 12200.00| 38.00000 18544.00 STRUCTURE BACKFILL | | | 0015 301-07448 842.000 TON | 16.50000 13893.00| 17.00000 14314.00| 25.00000 21050.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 306-08033 1470.000 SYS | 3.50000 5145.00| 2.00000 2940.00| 0.50000 735.00 MILLING, ASPHALT, 1 IN. | | | 0017 306-08043 866.000 SYS | 3.50000 3031.00| 0.50000 433.00| 2.05000 1775.30 MILLING, TRANSITION | | | 0018 402-07432 220.000 TON | 55.00000 12100.00| 55.00000 12100.00| 55.00000 12100.00 HMA SURFACE, TYPE A | | | 0019 402-07433 210.000 TON | 55.00000 11550.00| 55.00000 11550.00| 55.00000 11550.00 HMA SURFACE, TYPE B | | | 0020 402-07438 865.000 TON | 45.00000 38925.00| 45.00000 38925.00| 45.00000 38925.00 HMA INTERMEDIATE, TYPE B | | | 0021 402-07441 100.000 TON | 65.00000 6500.00| 50.00000 5000.00| 65.00000 6500.00 HMA BASE, TYPE B | | | 0022 404-05511 1318.000 SYS | 1.00000 1318.00| 1.00000 1318.00| 1.00000 1318.00 SEAL COAT, 2 | | | 0023 406-05520 3.000 TON | 350.00000 1050.00| 100.00000 300.00| 350.00000 1050.00 ASPHALT FOR TACK COAT | | | 0024 601-01846 1.000 EACH | 2000.00000 2000.00| 1650.00000 1650.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-01848 1.000 EACH | 2000.00000 2000.00| 1775.00000 1775.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0026 601-06854 2.000 EACH | 2530.00000 5060.00| 2600.00000 5200.00| 2200.00000 4400.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-08434 1.000 EACH | 1265.00000 1265.00| 675.00000 675.00| 1100.00000 1100.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0028 601-94689 2.000 EACH | 2875.00000 5750.00| 2100.00000 4200.00| 2500.00000 5000.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 270 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 655,447.39 ROUTE : 19 CALL ORDER : 270 CONTRACT ID : R -28392-A COUNTIES : MIAMI LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1325036 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |DEICHMAN EXCAVATING CO |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0029 601-99105 560.000 LFT | 16.00000 8960.00| 14.00000 7840.00| 14.00000 7840.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 610-07486 49.000 TON | 98.38000 4820.62| 75.00000 3675.00| 98.38000 4820.62 HMA FOR APPROACHES, TYPE A | | | 0031 610-07712 84.000 SYS | 60.00000 5040.00| 65.00000 5460.00| 62.00000 5208.00 PCCP FOR APPROACHES, 6 IN. | | | 0032 611-06497 3.000 EACH | 200.00000 600.00| 185.00000 555.00| 150.00000 450.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06490 18.000 EACH | 175.00000 3150.00| 115.00000 2070.00| 135.00000 2430.00 RIGHT OF WAY MARKER | | | 0034 615-06500 2.000 EACH | 600.00000 1200.00| 535.00000 1070.00| 500.00000 1000.00 MONUMENT, A | | | 0035 616-02320 644.000 SYS | 5.00000 3220.00| 1.00000 644.00| 5.00000 3220.00 GEOTEXTILES | | | 0036 616-06405 660.000 TON | 27.50000 18150.00| 35.00000 23100.00| 30.00000 19800.00 RIPRAP, REVETMENT | | | 0037 616-06451 27.000 TON | 30.00000 810.00| 20.00000 540.00| 37.00000 999.00 RIPRAP, UNIFORM | | | 0038 621-01004 1.000 EACH | 300.00000 300.00| 250.00000 250.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 1.000 TON | 800.00000 800.00| 686.00000 686.00| 686.00000 686.00 FERTILIZER | | | 0040 621-06553 270.000 LBS | 4.20000 1134.00| 3.61000 974.70| 3.61000 974.70 SEED MIXTURE, R | | | 0041 621-06565 3.000 TON | 605.00000 1815.00| 524.00000 1572.00| 524.00000 1572.00 MULCHING MATERIAL | | | 0042 621-06567 1.000 kGAL | 50.00000 50.00| 20.00000 20.00| 20.00000 20.00 WATER | | | 0043 621-06574 191.000 SYS | 15.00000 2865.00| 8.95000 1709.45| 8.95000 1709.45 SODDING | | | 0044 715-05049 350.000 LFT | 25.00000 8750.00| 20.00000 7000.00| 16.00000 5600.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0045 715-05169 230.000 LFT | 30.00000 6900.00| 40.00000 9200.00| 30.00000 6900.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0046 715-05440 50.000 LFT | 20.00000 1000.00| 8.00000 400.00| 21.00000 1050.00 PIPE, DRAINTILE TERMINAL SECTION, 8 IN. | | | 0047 715-05442 50.000 LFT | 30.00000 1500.00| 10.00000 500.00| 24.00000 1200.00 PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 270 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 655,447.39 ROUTE : 19 CALL ORDER : 270 CONTRACT ID : R -28392-A COUNTIES : MIAMI LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1325036 |( 2 ) 35-1065659 |( 3 ) 35-1139301 |DEICHMAN EXCAVATING CO |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 715-05443 50.000 LFT | 40.00000 2000.00| 12.00000 600.00| 28.00000 1400.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0049 715-46005 10.000 EACH | 350.00000 3500.00| 300.00000 3000.00| 450.00000 4500.00 PIPE END SECTION, 15 IN. | | | 0050 723-06660 88.000 SYS | 425.00000 37400.00| 310.00000 27280.00| 500.00000 44000.00 WINGWALL | | | 0051 723-07659 62.000 LFT | 1700.00000 105400.00| 2000.00000 124000.00| 1500.00000 93000.00 STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 120 IN. | | | 0052 801-04308 2.000 EACH | 69.00000 138.00| 60.00000 120.00| 176.00000 352.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06625 22.000 EACH | 69.00000 1518.00| 60.00000 1320.00| 89.00000 1958.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 14.000 EACH | 121.00000 1694.00| 105.00000 1470.00| 88.50000 1239.00 CONSTRUCTION SIGN, A | | | 0055 801-06775 LUMP | 4500.00000 4500.00| 20000.00000 20000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0056 801-07119 96.000 LFT | 8.00000 768.00| 6.25000 600.00| 12.00000 1152.00 BARRICADE, III-B | | | 0057 808-06703 1900.000 LFT | 0.75000 1425.00| 0.63000 1197.00| 0.80000 1520.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0058 808-75240 238.000 LFT | 0.75000 178.50| 0.63000 149.94| 0.80000 190.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0059 808-75996 12.000 EACH | 75.00000 900.00| 10.00000 120.00| 20.00000 240.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 12.000 EACH | 100.00000 1200.00| 72.50000 870.00| 158.00000 1896.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0061 206-51230 731.000 CYS | 10.00000 7310.00| 20.00000 14620.00| 28.00000 20468.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0062 206-51220 360.000 CYS | 10.00000 3600.00| 20.00000 7200.00| 40.00000 14400.00 EXCAVATION, WET | | | 0063 203-51223 376.000 CYS | 10.00000 3760.00| 20.00000 7520.00| 15.00000 5640.00 EXCAVATION, WATERWAY | | | SECTION TOTALS | $ 471,159.12| $ 523,620.37| $ 548,439.07 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 471,159.12| $ 523,620.37| $ 548,439.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 270 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 655,447.39 ROUTE : 19 CALL ORDER : 270 CONTRACT ID : R -28392-A COUNTIES : MIAMI LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1212938 |( 6 ) 35-1817530 |HIS CONSTRUCTORS LLC |ATLAS EXCAVATING, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACMENT | | | 0001 105-06845 LUMP | 8200.00000 8200.00| 8100.00000 8100.00| 4730.00000 4730.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1500.00000 9000.00| 2200.00000 13200.00| 1800.00000 10800.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 27700.00000 27700.00| 28500.00000 28500.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 11000.00000 11000.00| 2500.00000 2500.00| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 198.000 SYS | 12.00000 2376.00| 10.00000 1980.00| 13.00000 2574.00 PAVEMENT REMOVAL | | | 0008 202-02241 626.000 LFT | 6.50000 4069.00| 3.15000 1971.90| 3.20000 2003.20 GUARDRAIL, REMOVE | | | 0009 202-02286 1.000 EACH | 14000.00000 14000.00| 7500.00000 7500.00| 44690.00000 44690.00 PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 1670.000 CYS | 25.00000 41750.00| 12.00000 20040.00| 28.00000 46760.00 EXCAVATION, COMMON | | | 0011 205-06932 110.000 LFT | 11.00000 1210.00| 10.00000 1100.00| 11.00000 1210.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 1520.000 LFT | 1.40000 2128.00| 1.30000 1976.00| 2.71000 4119.20 TEMPORARY SILT FENCE | | | 0013 207-08265 1945.000 SYS | 8.00000 15560.00| 10.00000 19450.00| 7.20000 14004.00 SUBGRADE TREATMENT, TYPE IIA | | | 0014 211-07454 488.000 CYS | 45.00000 21960.00| 40.00000 19520.00| 35.00000 17080.00 STRUCTURE BACKFILL | | | 0015 301-07448 842.000 TON | 25.00000 21050.00| 23.00000 19366.00| 14.00000 11788.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 306-08033 1470.000 SYS | 1.35000 1984.50| 1.60000 2352.00| 1.60000 2352.00 MILLING, ASPHALT, 1 IN. | | | 0017 306-08043 866.000 SYS | 3.00000 2598.00| 3.10000 2684.60| 2.20000 1905.20 MILLING, TRANSITION | | | 0018 402-07432 220.000 TON | 55.00000 12100.00| 55.00000 12100.00| 56.10000 12342.00 HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 270 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 655,447.39 ROUTE : 19 CALL ORDER : 270 CONTRACT ID : R -28392-A COUNTIES : MIAMI LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1212938 |( 6 ) 35-1817530 |HIS CONSTRUCTORS LLC |ATLAS EXCAVATING, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07433 210.000 TON | 55.00000 11550.00| 55.00000 11550.00| 56.10000 11781.00 HMA SURFACE, TYPE B | | | 0020 402-07438 865.000 TON | 51.00000 44115.00| 50.00000 43250.00| 51.90000 44893.50 HMA INTERMEDIATE, TYPE B | | | 0021 402-07441 100.000 TON | 51.00000 5100.00| 50.00000 5000.00| 51.90000 5190.00 HMA BASE, TYPE B | | | 0022 404-05511 1318.000 SYS | 2.80000 3690.40| 2.70000 3558.60| 2.80000 3690.40 SEAL COAT, 2 | | | 0023 406-05520 3.000 TON | 425.00000 1275.00| 425.00000 1275.00| 441.00000 1323.00 ASPHALT FOR TACK COAT | | | 0024 601-01846 1.000 EACH | 1700.00000 1700.00| 1650.00000 1650.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-01848 1.000 EACH | 1825.00000 1825.00| 1775.00000 1775.00| 1780.00000 1780.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0026 601-06854 2.000 EACH | 2848.15000 5696.30| 2600.00000 5200.00| 2600.00000 5200.00 GUARDRAIL, W-BEAM, NESTED | | | 0027 601-08434 1.000 EACH | 700.00000 700.00| 675.00000 675.00| 675.00000 675.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0028 601-94689 2.000 EACH | 2150.00000 4300.00| 2100.00000 4200.00| 2100.00000 4200.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 560.000 LFT | 15.00000 8400.00| 14.00000 7840.00| 14.00000 7840.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 610-07486 49.000 TON | 73.00000 3577.00| 70.00000 3430.00| 72.70000 3562.30 HMA FOR APPROACHES, TYPE A | | | 0031 610-07712 84.000 SYS | 57.00000 4788.00| 60.00000 5040.00| 54.00000 4536.00 PCCP FOR APPROACHES, 6 IN. | | | 0032 611-06497 3.000 EACH | 185.00000 555.00| 185.00000 555.00| 185.00000 555.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06490 18.000 EACH | 115.00000 2070.00| 115.00000 2070.00| 115.00000 2070.00 RIGHT OF WAY MARKER | | | 0034 615-06500 2.000 EACH | 540.00000 1080.00| 535.00000 1070.00| 535.00000 1070.00 MONUMENT, A | | | 0035 616-02320 644.000 SYS | 2.00000 1288.00| 4.62000 2975.28| 3.10000 1996.40 GEOTEXTILES | | | 0036 616-06405 660.000 TON | 26.00000 17160.00| 40.50000 26730.00| 42.00000 27720.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 270 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 655,447.39 ROUTE : 19 CALL ORDER : 270 CONTRACT ID : R -28392-A COUNTIES : MIAMI LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1212938 |( 6 ) 35-1817530 |HIS CONSTRUCTORS LLC |ATLAS EXCAVATING, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 616-06451 27.000 TON | 50.00000 1350.00| 61.06000 1648.62| 35.00000 945.00 RIPRAP, UNIFORM | | | 0038 621-01004 1.000 EACH | 260.00000 260.00| 250.00000 250.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 1.000 TON | 700.00000 700.00| 686.00000 686.00| 686.00000 686.00 FERTILIZER | | | 0040 621-06553 270.000 LBS | 3.75000 1012.50| 3.61000 974.70| 3.60000 972.00 SEED MIXTURE, R | | | 0041 621-06565 3.000 TON | 535.00000 1605.00| 524.00000 1572.00| 524.00000 1572.00 MULCHING MATERIAL | | | 0042 621-06567 1.000 kGAL | 20.00000 20.00| 20.00000 20.00| 20.00000 20.00 WATER | | | 0043 621-06574 191.000 SYS | 9.00000 1719.00| 8.95000 1709.45| 9.00000 1719.00 SODDING | | | 0044 715-05049 350.000 LFT | 15.00000 5250.00| 32.00000 11200.00| 13.00000 4550.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0045 715-05169 230.000 LFT | 30.00000 6900.00| 45.00000 10350.00| 34.00000 7820.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0046 715-05440 50.000 LFT | 15.00000 750.00| 32.00000 1600.00| 7.00000 350.00 PIPE, DRAINTILE TERMINAL SECTION, 8 IN. | | | 0047 715-05442 50.000 LFT | 17.00000 850.00| 34.00000 1700.00| 9.00000 450.00 PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | | 0048 715-05443 50.000 LFT | 19.00000 950.00| 36.00000 1800.00| 11.00000 550.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0049 715-46005 10.000 EACH | 325.00000 3250.00| 550.00000 5500.00| 246.00000 2460.00 PIPE END SECTION, 15 IN. | | | 0050 723-06660 88.000 SYS | 345.00000 30360.00| 460.00000 40480.00| 550.00000 48400.00 WINGWALL | | | 0051 723-07659 62.000 LFT | 1900.00000 117800.00| 2875.00000 178250.00| 2000.00000 124000.00 STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 120 IN. | | | 0052 801-04308 2.000 EACH | 300.00000 600.00| 285.00000 570.00| 285.00000 570.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06625 22.000 EACH | 65.00000 1430.00| 62.00000 1364.00| 62.00000 1364.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 14.000 EACH | 72.00000 1008.00| 70.00000 980.00| 70.00000 980.00 CONSTRUCTION SIGN, A | | | 0055 801-06775 LUMP | 15500.00000 15500.00| 800.00000 800.00| 7000.00000 7000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 270 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 655,447.39 ROUTE : 19 CALL ORDER : 270 CONTRACT ID : R -28392-A COUNTIES : MIAMI LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1212938 |( 6 ) 35-1817530 |HIS CONSTRUCTORS LLC |ATLAS EXCAVATING, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 801-07119 96.000 LFT | 8.00000 768.00| 7.45000 715.20| 7.50000 720.00 BARRICADE, III-B | | | 0057 808-06703 1900.000 LFT | 0.48000 912.00| 0.47000 893.00| 0.50000 950.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0058 808-75240 238.000 LFT | 1.40000 333.20| 1.38000 328.44| 1.40000 333.20 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0059 808-75996 12.000 EACH | 46.00000 552.00| 90.00000 1080.00| 20.20000 242.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 12.000 EACH | 46.00000 552.00| 90.00000 1080.00| 72.50000 870.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0061 206-51230 731.000 CYS | 19.00000 13889.00| 14.08000 10292.48| 46.00000 33626.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0062 206-51220 360.000 CYS | 55.00000 19800.00| 18.78000 6760.80| 30.00000 10800.00 EXCAVATION, WET | | | 0063 203-51223 376.000 CYS | 28.00000 10528.00| 17.98000 6760.48| 24.00000 9024.00 EXCAVATION, WATERWAY | | | SECTION TOTALS | $ 554,205.90| $ 579,551.55| $ 603,315.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 554,205.90| $ 579,551.55| $ 603,315.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 270 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 655,447.39 ROUTE : 19 CALL ORDER : 270 CONTRACT ID : R -28392-A COUNTIES : MIAMI LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1817574 |( ) |( ) |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACMENT | | | 0001 105-06845 LUMP | 10100.00000 10100.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2350.00000 14100.00| | FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 28744.00000 28744.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 3500.00000 3500.00| | CLEARING RIGHT OF WAY | | | 0007 202-02240 198.000 SYS | 27.00000 5346.00| | PAVEMENT REMOVAL | | | 0008 202-02241 626.000 LFT | 7.50000 4695.00| | GUARDRAIL, REMOVE | | | 0009 202-02286 1.000 EACH | 18000.00000 18000.00| | PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 1670.000 CYS | 19.00000 31730.00| | EXCAVATION, COMMON | | | 0011 205-06932 110.000 LFT | 16.00000 1760.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 1520.000 LFT | 3.50000 5320.00| | TEMPORARY SILT FENCE | | | 0013 207-08265 1945.000 SYS | 8.25000 16046.25| | SUBGRADE TREATMENT, TYPE IIA | | | 0014 211-07454 488.000 CYS | 28.00000 13664.00| | STRUCTURE BACKFILL | | | 0015 301-07448 842.000 TON | 24.00000 20208.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 306-08033 1470.000 SYS | 3.90000 5733.00| | MILLING, ASPHALT, 1 IN. | | | 0017 306-08043 866.000 SYS | 3.90000 3377.40| | MILLING, TRANSITION | | | 0018 402-07432 220.000 TON | 59.40000 13068.00| | HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 270 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 655,447.39 ROUTE : 19 CALL ORDER : 270 CONTRACT ID : R -28392-A COUNTIES : MIAMI LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1817574 |( ) |( ) |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07433 210.000 TON | 59.40000 12474.00| | HMA SURFACE, TYPE B | | | 0020 402-07438 865.000 TON | 55.00000 47575.00| | HMA INTERMEDIATE, TYPE B | | | 0021 402-07441 100.000 TON | 55.00000 5500.00| | HMA BASE, TYPE B | | | 0022 404-05511 1318.000 SYS | 3.00000 3954.00| | SEAL COAT, 2 | | | 0023 406-05520 3.000 TON | 467.50000 1402.50| | ASPHALT FOR TACK COAT | | | 0024 601-01846 1.000 EACH | 1955.00000 1955.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-01848 1.000 EACH | 1955.00000 1955.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0026 601-06854 2.000 EACH | 2530.00000 5060.00| | GUARDRAIL, W-BEAM, NESTED | | | 0027 601-08434 1.000 EACH | 1265.00000 1265.00| | GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0028 601-94689 2.000 EACH | 2750.00000 5500.00| | GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 560.000 LFT | 16.10000 9016.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 610-07486 49.000 TON | 77.00000 3773.00| | HMA FOR APPROACHES, TYPE A | | | 0031 610-07712 84.000 SYS | 33.00000 2772.00| | PCCP FOR APPROACHES, 6 IN. | | | 0032 611-06497 3.000 EACH | 225.00000 675.00| | MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06490 18.000 EACH | 155.00000 2790.00| | RIGHT OF WAY MARKER | | | 0034 615-06500 2.000 EACH | 650.00000 1300.00| | MONUMENT, A | | | 0035 616-02320 644.000 SYS | 3.50000 2254.00| | GEOTEXTILES | | | 0036 616-06405 660.000 TON | 26.00000 17160.00| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 270 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 655,447.39 ROUTE : 19 CALL ORDER : 270 CONTRACT ID : R -28392-A COUNTIES : MIAMI LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1817574 |( ) |( ) |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 616-06451 27.000 TON | 50.00000 1350.00| | RIPRAP, UNIFORM | | | 0038 621-01004 1.000 EACH | 750.00000 750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 1.000 TON | 575.00000 575.00| | FERTILIZER | | | 0040 621-06553 270.000 LBS | 13.00000 3510.00| | SEED MIXTURE, R | | | 0041 621-06565 3.000 TON | 275.00000 825.00| | MULCHING MATERIAL | | | 0042 621-06567 1.000 kGAL | 10.00000 10.00| | WATER | | | 0043 621-06574 191.000 SYS | 6.75000 1289.25| | SODDING | | | 0044 715-05049 350.000 LFT | 24.00000 8400.00| | PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0045 715-05169 230.000 LFT | 45.00000 10350.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0046 715-05440 50.000 LFT | 65.00000 3250.00| | PIPE, DRAINTILE TERMINAL SECTION, 8 IN. | | | 0047 715-05442 50.000 LFT | 70.00000 3500.00| | PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | | 0048 715-05443 50.000 LFT | 80.00000 4000.00| | PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0049 715-46005 10.000 EACH | 285.00000 2850.00| | PIPE END SECTION, 15 IN. | | | 0050 723-06660 88.000 SYS | 543.00000 47784.00| | WINGWALL | | | 0051 723-07659 62.000 LFT | 2170.00000 134540.00| | STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 120 IN. | | | 0052 801-04308 2.000 EACH | 330.00000 660.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06625 22.000 EACH | 109.00000 2398.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 14.000 EACH | 166.00000 2324.00| | CONSTRUCTION SIGN, A | | | 0055 801-06775 LUMP | 4500.00000 4500.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 270 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 655,447.39 ROUTE : 19 CALL ORDER : 270 CONTRACT ID : R -28392-A COUNTIES : MIAMI LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1817574 |( ) |( ) |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 801-07119 96.000 LFT | 12.00000 1152.00| | BARRICADE, III-B | | | 0057 808-06703 1900.000 LFT | 1.25000 2375.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0058 808-75240 238.000 LFT | 1.25000 297.50| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0059 808-75996 12.000 EACH | 138.00000 1656.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0060 808-75998 12.000 EACH | 115.00000 1380.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0061 206-51230 731.000 CYS | 30.00000 21930.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0062 206-51220 360.000 CYS | 28.00000 10080.00| | EXCAVATION, WET | | | 0063 203-51223 376.000 CYS | 27.00000 10152.00| | EXCAVATION, WATERWAY | | | SECTION TOTALS | $ 603,661.90| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 603,661.90| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 290 CONTRACT ID : R -28420-A COUNTIES : PORTER LETTING DATE : 02/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/22/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1569222 GRIMMER CONSTRUCTION, INC. $ 931,189.50 100.0000% 2 35-1787934 GOUGH, INC. $ 959,155.00 103.0032% 3 35-1035122 GARIUP CONSTRUCTION COMPANY, INC. $ 1,141,390.00 119.9995% 4 35-1058916 WOODRUFF & SONS, INC. $ 1,234,767.00 108.1810% 5 35-1489621 HRP CONSTRUCTION, INC. $ 1,270,346.80 102.8815% ================================================================================================================================== ---------------------------------------------------------------------------------------------------------------------------------- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 300 CONTRACT ID : R -28421-A COUNTIES : CASS LETTING DATE : 02/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1325036 DEICHMAN EXCAVATING COMPANY $ 3,092,727.63 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 3,229,950.78 95.7515% ================================================================================================================================== ---------------------------------------------------------------------------------------------------------------------------------- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,682.37 ROUTE : CALL ORDER : 320 CONTRACT ID : R -28489-A COUNTIES : KOSCIUSKO LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 532,331.09 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 621,120.76 116.6794% ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( ) |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITIES | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 38970.00000 38970.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1256.00000 10048.00| 1385.00000 11080.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 26000.00000 26000.00| 31050.00000 31050.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 12000.00000 12000.00| 20865.00000 20865.00| CLEARING RIGHT OF WAY | | | 0007 202-02260 8.000 EACH | 1.05000 8.40| 500.00000 4000.00| TREE, 30 IN., REMOVE | | | 0008 202-52710 12.000 SYS | 29.00000 348.00| 63.00000 756.00| SIDEWALK, CONCRETE, REMOVE | | | 0009 202-91840 1881.000 LFT | 0.25000 470.25| 3.25000 6113.25| FENCE, CHAIN LINK, REMOVE | | | 0010 202-91922 2.000 EACH | 120.00000 240.00| 700.00000 1400.00| STUMP, REMOVE | | | 0011 202-93994 1.000 EACH | 1250.00000 1250.00| 1250.00000 1250.00| SIGNAL MAST ARM AND POLE, REMOVE AND | | | FOUNDATION | | | 0012 202-94747 3.000 EACH | 18.00000 54.00| 250.00000 750.00| POST, REMOVE | | | 0013 202-96133 86.000 LFT | 27.50000 2365.00| 17.70000 1522.20| PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,682.37 ROUTE : CALL ORDER : 320 CONTRACT ID : R -28489-A COUNTIES : KOSCIUSKO LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( ) |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 203-02000 1910.000 CYS | 18.00000 34380.00| 22.50000 42975.00| EXCAVATION, COMMON | | | 0015 203-02070 1068.000 CYS | 25.00000 26700.00| 20.00000 21360.00| BORROW | | | 0016 205-06937 3235.000 LFT | 1.68000 5434.80| 1.14000 3687.90| TEMPORARY SILT FENCE | | | 0017 210-06192 12.000 LFT | 400.00000 4800.00| 380.00000 4560.00| WALL , LIMESTONE | | | 0018 211-07454 475.000 CYS | 10.00000 4750.00| 8.70000 4132.50| STRUCTURE BACKFILL | | | 0019 213-52830 2.000 CYS | 127.00000 254.00| 200.00000 400.00| FLOWABLE MORTAR | | | 0020 301-07448 4108.000 TON | 14.15000 58128.20| 15.00000 61620.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 304-07492 16.000 TON | 97.00000 1552.00| 62.00000 992.00| WIDENING WITH HMA, TYPE A | | | 0022 401-07320 934.000 TON | 54.00000 50436.00| 56.60000 52864.40| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0023 401-07389 1470.000 TON | 47.00000 69090.00| 46.10000 67767.00| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0024 406-05521 26632.000 SYS | 0.02000 532.64| 0.03000 798.96| ASPHALT FOR TACK COAT | | | 0025 502-06627 69.000 SYS | 42.00000 2898.00| 36.50000 2518.50| PCCP, 6 IN. | | | 0026 603-03004 4.000 EACH | 225.00000 900.00| 225.00000 900.00| POST, END, CHAIN LINK | | | 0027 603-04255 4.000 EACH | 3200.00000 12800.00| 3750.00000 15000.00| GATE , SWING | | | 0028 603-04847 1.000 EACH | 2700.00000 2700.00| 2700.00000 2700.00| FENCE GATE , SLIDING | | | 0029 603-92636 273.000 LFT | 30.50000 8326.50| 27.00000 7371.00| FENCE, CHAIN LINK, 72 IN. , PVC COATED | | | 0030 604-03643 234.000 SYS | 88.00000 20592.00| 54.00000 12636.00| BRICK PAVERS , OPEN | | | 0031 604-91531 514.000 SYS | 37.52000 19285.28| 30.30000 15574.20| SIDEWALK, CONCRETE, 4 IN. | | | 0032 610-07486 39.000 TON | 84.00000 3276.00| 135.00000 5265.00| HMA FOR APPROACHES, TYPE A | | | 0033 611-08232 2.000 EACH | 150.00000 300.00| 145.00000 290.00| MAILBOX ASSEMBLY, SINGLE, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,682.37 ROUTE : CALL ORDER : 320 CONTRACT ID : R -28489-A COUNTIES : KOSCIUSKO LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( ) |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 621-01004 1.000 EACH | 425.00000 425.00| 425.00000 425.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-02770 11125.000 SYS | 1.10000 12237.50| 1.10000 12237.50| EROSION CONTROL BLANKET | | | 0036 621-06545 1.000 TON | 720.00000 720.00| 720.00000 720.00| FERTILIZER | | | 0037 621-06553 390.000 LBS | 3.79000 1478.10| 3.79000 1478.10| SEED MIXTURE, R | | | 0038 621-06565 5.000 TON | 550.00000 2750.00| 550.00000 2750.00| MULCHING MATERIAL | | | 0039 621-06570 8.000 CYS | 189.02000 1512.16| 204.00000 1632.00| TOP SOIL FOR OPEN PAVING BRICK FILL | | | 0040 621-98038 1.000 CYS | 90.00000 90.00| 90.00000 90.00| MULCH, HARDWOOD SHREDDED BARK | | | 0041 622-05651 2.000 EACH | 970.00000 1940.00| 970.00000 1940.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0042 622-05654 19.000 EACH | 38.80000 737.20| 38.80000 737.20| PLANT, PERENNIAL | | | 0043 622-05748 45.000 LFT | 135.00000 6075.00| 49.50000 2227.50| TIMBER STAIRS | | | 0044 624-92647 1.000 ACRE | 545.00000 545.00| 545.00000 545.00| HERBICIDE TREATMENT | | | 0045 702-51010 1.000 CYS | 2000.00000 2000.00| 1850.00000 1850.00| CONCRETE, B, ABOVE FOOTINGS FOR | | | CONCRETE FOUNDATION WALL | | | 0046 702-51015 1.000 CYS | 1100.00000 1100.00| 3440.00000 3440.00| CONCRETE, B, FOOTINGS FOR CONCRETE | | | FOUNDATION WALL | | | 0047 703-06028 244.000 LBS | 2.45000 597.80| 3.30000 805.20| REINFORCING BARS FOR CONCRETE WALL AND | | | FOUNDATION | | | 0048 711-90932 95.000 LFT | 9.25000 878.75| 9.25000 878.75| EDGING, STEEL FOR LANDSCAPE | | | 0049 715-05119 143.000 LFT | 60.00000 8580.00| 110.00000 15730.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0050 715-05121 31.000 LFT | 74.00000 2294.00| 43.00000 1333.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,682.37 ROUTE : CALL ORDER : 320 CONTRACT ID : R -28489-A COUNTIES : KOSCIUSKO LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( ) |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 715-05128 43.000 LFT | 151.00000 6493.00| 110.00000 4730.00| PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0052 715-05168 10.000 LFT | 38.00000 380.00| 44.00000 440.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0053 715-05171 570.000 LFT | 27.00000 15390.00| 35.50000 20235.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0054 715-05246 27.000 LFT | 357.00000 9639.00| 295.00000 7965.00| PIPE, TYPE 1, DEFORMED, 14.7 SQ. FT. | | | 0055 715-06051 48.000 LFT | 20.87000 1001.76| 38.60000 1852.80| PIPE EXTENSION, CIRCULAR, 8 IN. | | | 0056 715-46000 2.000 EACH | 164.00000 328.00| 230.00000 460.00| PIPE END SECTION, 12 IN. | | | 0057 715-46005 14.000 EACH | 168.00000 2352.00| 260.00000 3640.00| PIPE END SECTION, 15 IN. | | | 0058 715-46010 1.000 EACH | 198.00000 198.00| 315.00000 315.00| PIPE END SECTION, 18 IN. | | | 0059 720-45235 3.000 EACH | 1440.00000 4320.00| 1400.00000 4200.00| CATCH BASIN, E7 | | | 0060 720-45410 5.000 EACH | 1800.00000 9000.00| 1570.00000 7850.00| MANHOLE, C4 | | | 0061 802-03896 12.000 EACH | 275.00000 3300.00| 335.00000 4020.00| BOLLARD | | | 0062 802-03896 8.000 EACH | 350.00000 2800.00| 410.00000 3280.00| BOLLARD , REMOVABLE | | | 0063 802-03896 3.000 EACH | 350.00000 1050.00| 350.00000 1050.00| BOLLARD ASSEMBLY, TRAIL MARKER | | | 0064 802-05702 195.000 LFT | 18.00000 3510.00| 11.00000 2145.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0065 802-07060 11.000 EACH | 100.00000 1100.00| 95.00000 1045.00| SIGN, SHEET, RELOCATE | | | 0066 802-76025 100.000 SFT | 9.50000 950.00| 13.00000 1300.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0067 805-01816 1.000 EACH | 900.00000 900.00| 900.00000 900.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0068 805-01885 1.000 EACH | 1320.00000 1320.00| 1320.00000 1320.00| MAST ARM, 30 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 320 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,682.37 ROUTE : CALL ORDER : 320 CONTRACT ID : R -28489-A COUNTIES : KOSCIUSKO LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1065659 |( ) |PHEND & BROWN, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 805-78010 1.000 EACH | 635.00000 635.00| 635.00000 635.00| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0070 805-78190 2.000 EACH | 325.00000 650.00| 325.00000 650.00| TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | 0071 805-78445 1.000 EACH | 680.00000 680.00| 680.00000 680.00| SIGNAL SERVICE | | | 0072 805-78490 100.000 LFT | 1.40000 140.00| 1.40000 140.00| SIGNAL CABLE, 7C 14GA. | | | 0073 805-81032 1.000 EACH | 2370.00000 2370.00| 2370.00000 2370.00| SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0074 808-02977 12.000 EACH | 75.00000 900.00| 75.00000 900.00| TRANSVERSE MARKING, THERMOPLASTIC, BIKE | | | SYMBOL | | | 0075 808-03115 12.000 EACH | 75.00000 900.00| 75.00000 900.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (XING), 4 FT. | | | 0076 808-03439 525.000 LFT | 3.00000 1575.00| 3.00000 1575.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0077 808-06703 138.000 LFT | 0.85000 117.30| 0.85000 117.30| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0078 808-75245 382.000 LFT | 0.85000 324.70| 0.85000 324.70| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0079 207-08266 12311.000 SYS | 1.65000 20313.15| 4.00000 49244.00| SUBGRADE TREATMENT, TYPE III | | | 0080 214-07202 347.000 SYS | 5.80000 2012.60| 4.40000 1526.80| GEOGRID, I | | | 0081 303-04853 190.000 TON | 20.00000 3800.00| 28.00000 5320.00| COMPACTED AGGREGATE , 8, CRUSHED | | | SECTION TOTALS | $ 532,331.09| $ 621,120.76| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 532,331.09| $ 621,120.76| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 330 CONTRACT ID : R -28505-A COUNTIES : DELAWARE LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 574,294.54 100.0000% ==================================================================================================================================== ------------------------------------------------------------------------------------------------------------------------------------ INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 110,145.00 ROUTE : US 231 CALL ORDER : 340 CONTRACT ID : R -28521-A COUNTIES : TIPPECANOE LETTING DATE : 02/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 90-0177865 HIS CONSTRUCTORS LLC $ 43,454.00 100.0000% 2 35-2103617 BRYAN`S HAULING & EXCAVATING $ 44,462.00 102.3197% 3 35-2009641 REAGINS, INC. $ 53,465.00 123.0382% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 62,965.00 144.9004% ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-2103617 |( 3 ) 35-2009641 |HIS CONSTRUCTORS LLC |BRYAN`S HAULING & EXCAVATING |REAGINS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0002 202-03000 LUMP | 18000.00000 18000.00| 20000.00000 20000.00| 21966.00000 21966.00 HOUSES AND BUILDINGS, REMOVE , HOUSE, | | | BASEMENT, WELL, & SEPTIC | | | 0003 202-03000 LUMP | 7946.50000 7946.50| 7501.00000 7501.00| 8897.00000 8897.00 HOUSES AND BUILDINGS, REMOVE , | | | WORKSHOP/BARN | | | 0004 202-03135 32.000 SFT | 43.00000 1376.00| 16.00000 512.00| 37.00000 1184.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0008 202-05823 1.000 EACH | 2500.00000 2500.00| 2000.00000 2000.00| 3000.00000 3000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GAL LONS CAPACITY | | | 0009 202-07602 4.000 EACH | 38.00000 152.00| 165.00000 660.00| 92.50000 370.00 TESTING FOR WASTE, B | | | 0010 202-07603 6.000 EACH | 72.00000 432.00| 165.00000 990.00| 78.00000 468.00 TESTING FOR WASTE, C | | | 0011 202-08192 350.000 GAL | 1.25000 437.50| 5.00000 1750.00| 2.00000 700.00 UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, C | | | 0012 203-02070 100.000 CYS | 12.00000 1200.00| 16.00000 1600.00| 8.00000 800.00 BORROW | | | 0013 205-06937 200.000 LFT | 1.75000 350.00| 1.00000 200.00| 1.30000 260.00 TEMPORARY SILT FENCE | | | 0014 621-06559 500.000 SYS | 1.15000 575.00| 1.50000 750.00| 2.00000 1000.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 110,145.00 ROUTE : US 231 CALL ORDER : 340 CONTRACT ID : R -28521-A COUNTIES : TIPPECANOE LETTING DATE : 02/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-2103617 |( 3 ) 35-2009641 |HIS CONSTRUCTORS LLC |BRYAN`S HAULING & EXCAVATING |REAGINS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 202-06580 200.000 CYS | 33.00000 6600.00| 37.50000 7500.00| 62.10000 12420.00 CONTAMINATED SOIL, REMOVE | | | 0016 211-02050 300.000 CYS | 12.95000 3885.00| 3.33000 999.00| 8.00000 2400.00 B BORROW | | | SECTION TOTALS | $ 43,454.00| $ 44,462.00| $ 53,465.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 43,454.00| $ 44,462.00| $ 53,465.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 110,145.00 ROUTE : US 231 CALL ORDER : 340 CONTRACT ID : R -28521-A COUNTIES : TIPPECANOE LETTING DATE : 02/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0002 202-03000 LUMP | 28300.00000 28300.00| | HOUSES AND BUILDINGS, REMOVE , HOUSE, | | | BASEMENT, WELL, & SEPTIC | | | 0003 202-03000 LUMP | 10800.00000 10800.00| | HOUSES AND BUILDINGS, REMOVE , | | | WORKSHOP/BARN | | | 0004 202-03135 32.000 SFT | 40.00000 1280.00| | REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0008 202-05823 1.000 EACH | 4685.00000 4685.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GAL LONS CAPACITY | | | 0009 202-07602 4.000 EACH | 75.00000 300.00| | TESTING FOR WASTE, B | | | 0010 202-07603 6.000 EACH | 75.00000 450.00| | TESTING FOR WASTE, C | | | 0011 202-08192 350.000 GAL | 1.50000 525.00| | UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, C | | | 0012 203-02070 100.000 CYS | 27.75000 2775.00| | BORROW | | | 0013 205-06937 200.000 LFT | 3.00000 600.00| | TEMPORARY SILT FENCE | | | 0014 621-06559 500.000 SYS | 1.50000 750.00| | MULCHED SEEDING, R | | | 0015 202-06580 200.000 CYS | 40.00000 8000.00| | CONTAMINATED SOIL, REMOVE | | | 0016 211-02050 300.000 CYS | 15.00000 4500.00| | B BORROW | | | SECTION TOTALS | $ 62,965.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 62,965.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 64,786.00 ROUTE : SR 66 CALL ORDER : 350 CONTRACT ID : R -28522-A COUNTIES : WARRICK LETTING DATE : 02/15/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 07/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 10,800.00 100.0000% 2 35-2103617 BRYAN`S HAULING & EXCAVATING $ 12,250.00 113.4259% 3 35-0958970 LUTGRING BROTHERS, INC. $ 16,660.00 154.2593% ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 35-2103617 |( 3 ) 35-0958970 |YARDBERRY LANDSCAPE |BRYAN`S HAULING & EXCAVATING |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 7500.00000 7500.00| 4000.00000 4000.00| 7300.00000 7300.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 72 | | | 0002 205-06937 400.000 LFT | 3.00000 1200.00| 0.50000 200.00| 3.90000 1560.00 TEMPORARY SILT FENCE | | | 0003 621-06559 200.000 SYS | 3.00000 600.00| 3.00000 600.00| 10.00000 2000.00 MULCHED SEEDING, R | | | 0004 202-03000 LUMP | 1500.00000 1500.00| 7450.00000 7450.00| 5800.00000 5800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 32 | | | SECTION TOTALS | $ 10,800.00| $ 12,250.00| $ 16,660.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 10,800.00| $ 12,250.00| $ 16,660.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 45,465.00 ROUTE : PR 641 CALL ORDER : 360 CONTRACT ID : R -28526-A COUNTIES : VIGO LETTING DATE : 02/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 12,635.00 100.0000% 2 35-1127746 S & G EXCAVATING INC $ 13,880.00 109.8536% 3 35-1817574 YARDBERRY LANDSCAPE $ 18,100.00 143.2529% 4 35-2103617 BRYAN`S HAULING & EXCAVATING $ 18,700.00 148.0016% 5 35-1181156 KANIZER EXCAVATING CO $ 24,250.00 191.9272% ==================================================================================================================================== |( 1 ) 35-1874009 |( 2 ) 35-1127746 |( 3 ) 35-1817574 |HAUER EXCAVATING |S & G EXCAVATING INC |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 1700.00000 1700.00| 1700.00000 1700.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , DETACHED | | | GARAGE | | | 0002 202-03000 LUMP | 5050.00000 5050.00| 6330.00000 6330.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE , LARGER | | | DWELLING | | | 0003 202-03000 LUMP | 4700.00000 4700.00| 3300.00000 3300.00| 4500.00000 4500.00 HOUSES AND BUILDINGS, REMOVE , SMALLER | | | DWELLING | | | 0004 202-04890 1.000 EACH | 725.00000 725.00| 700.00000 700.00| 1000.00000 1000.00 WELL , CAPPING | | | 0005 205-06937 200.000 LFT | 0.30000 60.00| 3.00000 600.00| 3.00000 600.00 TEMPORARY SILT FENCE | | | 0006 621-06559 500.000 SYS | 0.80000 400.00| 2.50000 1250.00| 2.00000 1000.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 12,635.00| $ 13,880.00| $ 18,100.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 12,635.00| $ 13,880.00| $ 18,100.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 45,465.00 ROUTE : PR 641 CALL ORDER : 360 CONTRACT ID : R -28526-A COUNTIES : VIGO LETTING DATE : 02/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2103617 |( 5 ) 35-1181156 |( ) |BRYAN`S HAULING & EXCAVATING |KANIZER EXCAVATING CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 3000.00000 3000.00| 15000.00000 15000.00| HOUSES AND BUILDINGS, REMOVE , DETACHED | | | GARAGE | | | 0002 202-03000 LUMP | 8500.00000 8500.00| 4000.00000 4000.00| HOUSES AND BUILDINGS, REMOVE , LARGER | | | DWELLING | | | 0003 202-03000 LUMP | 5000.00000 5000.00| 2000.00000 2000.00| HOUSES AND BUILDINGS, REMOVE , SMALLER | | | DWELLING | | | 0004 202-04890 1.000 EACH | 500.00000 500.00| 1500.00000 1500.00| WELL , CAPPING | | | 0005 205-06937 200.000 LFT | 1.00000 200.00| 3.00000 600.00| TEMPORARY SILT FENCE | | | 0006 621-06559 500.000 SYS | 3.00000 1500.00| 2.30000 1150.00| MULCHED SEEDING, R | | | SECTION TOTALS | $ 18,700.00| $ 24,250.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 18,700.00| $ 24,250.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,510.24 ROUTE : 7 CALL ORDER : 420 CONTRACT ID : RS-27944-A COUNTIES : JENNINGS LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 398,816.40 100.0000% ==================================================================================================================================== |( 1 ) 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 ASPHALT RESURFACE | | | 0001 105-07040 6.000 MOS | 1000.00000 6000.00| | FIELD OFFICE, C | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 4000.00000 4000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 304-07783 200.000 TON | 60.00000 12000.00| | HMA PATCHING, TYPE D | | | 0007 306-08034 39532.000 SYS | 0.50000 19766.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0008 306-08043 1357.000 SYS | 1.00000 1357.00| | MILLING, TRANSITION | | | 0009 306-08432 2840.000 SYS | 1.00000 2840.00| | MILLING, APPROACH | | | 0010 401-07335 3262.000 TON | 52.50000 171255.00| | QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0011 402-07787 100.000 TON | 50.00000 5000.00| | HMA WEDGE AND LEVEL, TYPE D | | | 0012 406-05520 12.000 TON | 200.00000 2400.00| | ASPHALT FOR TACK COAT | | | 0013 604-07896 385.000 SYS | 125.00000 48125.00| | CURB RAMP, CONCRETE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,510.24 ROUTE : 7 CALL ORDER : 420 CONTRACT ID : RS-27944-A COUNTIES : JENNINGS LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( ) |( ) |O`MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 604-07899 54.000 SYS | 125.00000 6750.00| | CURB RAMP, CONCRETE, E | | | 0015 604-07901 25.000 SYS | 125.00000 3125.00| | CURB RAMP, CONCRETE, G | | | 0016 604-07902 13.000 SYS | 125.00000 1625.00| | CURB RAMP, CONCRETE, H | | | 0017 610-07788 235.000 TON | 80.00000 18800.00| | HMA FOR APPROACHES, TYPE D | | | 0018 615-06525 7.000 EACH | 50.00000 350.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0019 720-44000 52.000 EACH | 100.00000 5200.00| | CASTING, ADJUST TO GRADE | | | 0020 801-06203 9583.000 LFT | 0.25000 2395.75| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0021 801-06207 9583.000 LFT | 0.60000 5749.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0022 801-06640 22.000 EACH | 110.00000 2420.00| | CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP | 15000.00000 15000.00| | MAINTAINING TRAFFIC | | | 0024 805-02503 9500.000 LFT | 0.25000 2375.00| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0025 805-78510 950.000 LFT | 2.50000 2375.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0026 805-78795 3040.000 LFT | 7.00000 21280.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0027 808-06701 2624.000 LFT | 0.35000 918.40| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0028 808-06703 1288.000 LFT | 0.35000 450.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0029 808-06705 273.000 LFT | 1.50000 409.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0030 808-75215 634.000 LFT | 2.00000 1268.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0031 808-75240 669.000 LFT | 0.35000 234.15| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,510.24 ROUTE : 7 CALL ORDER : 420 CONTRACT ID : RS-27944-A COUNTIES : JENNINGS LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( ) |( ) |O`MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 808-75245 12480.000 LFT | 0.35000 4368.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0033 808-75297 468.000 LFT | 5.00000 2340.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0034 808-75300 840.000 LFT | 1.50000 1260.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0035 808-75320 18.000 EACH | 75.00000 1350.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0036 808-75325 14.000 EACH | 80.00000 1120.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0037 808-75996 206.000 EACH | 15.00000 3090.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0038 808-75998 206.000 EACH | 40.00000 8240.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0039 808-92027 634.000 LFT | 2.00000 1268.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0040 808-96016 154.000 LFT | 2.00000 308.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0041 202-06541 30.000 EACH | 400.00000 12000.00| | REMOVE CURB RAMP | | | SECTION TOTALS | $ 398,816.40| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 398,816.40| $ 24,250.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 35 CALL ORDER : 430 CONTRACT ID : RS-27998-A COUNTIES : WAYNE LETTING DATE : 02/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/11/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L. P. $ 1,715,561.15 100.0000% ==================================================================================================================================== --------------------------------------------------------------------------------------------------------------------------------- INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,648,082.97 ROUTE : SR 28 CALL ORDER : 440 CONTRACT ID : RS-28314-A COUNTIES : WARREN LETTING DATE : 02/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,517,795.24 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,624,454.80 107.0273% ==================================================================================================================================== |( 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 | 2694.73000 2694.73| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0004 105-07038 7.000 MOS | 2095.03000 14665.21| 2000.00000 14000.00| FIELD OFFICE, A | | | 0005 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 63533.51000 63533.51| 81200.00000 81200.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 202-02241 75.000 LFT | 3.25000 243.75| 3.50000 262.50| GUARDRAIL, REMOVE | | | 0010 202-02278 318.000 LFT | 14.26000 4534.68| 5.00000 1590.00| CURB, CONCRETE, REMOVE | | | 0011 202-52710 121.000 SYS | 12.70000 1536.70| 33.00000 3993.00| SIDEWALK, CONCRETE, REMOVE | | | 0012 202-93741 10.000 EACH | 170.00000 1700.00| 600.00000 6000.00| GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-02000 12.000 CYS | 30.07000 360.84| 150.00000 1800.00| EXCAVATION, COMMON | | | 0014 203-02070 100.000 CYS | 66.39000 6639.00| 35.00000 3500.00| BORROW | | | 0015 203-02080 0.600 MILE | 10888.37000 6533.02| 12000.00000 7200.00| LINEAR GRADING FOR GUARDRAIL PLACEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,648,082.97 ROUTE : SR 28 CALL ORDER : 440 CONTRACT ID : RS-28314-A COUNTIES : WARREN LETTING DATE : 02/15/06 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0016 303-01180 510.000 TON | 21.15000 10786.50| 24.00000 12240.00| COMPACTED AGGREGATE, NO. 53 | | | 0017 303-07449 1660.000 TON | 20.74000 34428.40| 18.00000 29880.00| COMPACTED AGGREGATE, NO. 73 | | | 0018 304-07490 550.000 TON | 109.37000 60153.50| 120.00000 66000.00| HMA PATCHING, TYPE B | | | 0019 306-08034 114208.000 SYS | 0.45000 51393.60| 0.80000 91366.40| MILLING, ASPHALT, 1 1/2 IN. | | | 0020 306-08043 1880.000 SYS | 2.86000 5376.80| 2.10000 3948.00| MILLING, TRANSITION | | | 0021 306-08432 4688.000 SYS | 1.25000 5860.00| 2.75000 12892.00| MILLING, APPROACH | | | 0022 401-06264 LUMP | 1877.28000 1877.28| 4000.00000 4000.00| PROFILOGRAPH, HMA | | | 0023 401-07321 9171.000 TON | 44.68000 409760.28| 47.50000 435622.50| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0024 401-07371 8666.000 TON | 40.82000 353746.12| 43.50000 376971.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0025 402-07433 426.000 TON | 79.08000 33688.08| 69.00000 29394.00| HMA SURFACE, TYPE B | | | 0026 402-07438 418.000 TON | 72.75000 30409.50| 65.00000 27170.00| HMA INTERMEDIATE, TYPE B | | | 0027 406-05520 49.000 TON | 266.80000 13073.20| 289.00000 14161.00| ASPHALT FOR TACK COAT | | | 0028 601-01846 3.000 EACH | 1650.00000 4950.00| 1650.00000 4950.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-93346 8.000 EACH | 90.00000 720.00| 92.00000 736.00| GUARD RAIL CONNECTOR, AS | | | 0030 601-94689 17.000 EACH | 2159.90000 36718.30| 2080.00000 35360.00| GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 2278.000 LFT | 13.85000 31550.30| 13.85000 31550.30| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 601-99132 1.000 EACH | 65.00000 65.00| 70.00000 70.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0033 604-07896 56.000 SYS | 195.52000 10949.12| 130.00000 7280.00| CURB RAMP, CONCRETE, B | | | 0034 604-07901 15.000 SYS | 204.17000 3062.55| 225.00000 3375.00| CURB RAMP, CONCRETE, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,648,082.97 ROUTE : SR 28 CALL ORDER : 440 CONTRACT ID : RS-28314-A COUNTIES : WARREN LETTING DATE : 02/15/06 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 604-07902 20.000 SYS | 204.22000 4084.40| 290.00000 5800.00| CURB RAMP, CONCRETE, H | | | 0037 610-07487 846.000 TON | 89.78000 75953.88| 84.00000 71064.00| HMA FOR APPROACHES, TYPE B | | | 0038 612-04315 112.000 TON | 830.00000 92960.00| 830.00000 92960.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0039 612-05081 1.000 EACH | 3000.00000 3000.00| 3000.00000 3000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0040 612-60410 1868.000 EACH | 8.20000 15317.60| 8.20000 15317.60| DRILLED HOLE FOR UNDERSEAL | | | 0041 615-06505 1.000 EACH | 1240.00000 1240.00| 900.00000 900.00| MONUMENT, B | | | 0042 615-06525 1.000 EACH | 680.00000 680.00| 1050.00000 1050.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0043 801-03290 4.000 EACH | 120.00000 480.00| 125.00000 500.00| CONSTRUCTION SIGN, C | | | 0044 801-06203 7010.000 LFT | 0.47000 3294.70| 0.30000 2103.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0045 801-06207 3895.000 LFT | 1.05000 4089.75| 1.30000 5063.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0046 801-06640 47.000 EACH | 133.00000 6251.00| 134.00000 6298.00| CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP | 45996.26000 45996.26| 46800.00000 46800.00| MAINTAINING TRAFFIC | | | 0048 808-03631 820.000 LFT | 2.56000 2099.20| 2.60000 2132.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0049 808-03632 552.000 LFT | 2.56000 1413.12| 2.60000 1435.20| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0050 808-04896 30.000 LFT | 2.56000 76.80| 2.60000 78.00| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0051 808-06703 75500.000 LFT | 0.30000 22650.00| 0.30000 22650.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0052 808-06716 1402.000 LFT | 1.24000 1738.48| 1.25000 1752.50| LINE, REMOVE | | | 0053 808-75240 5815.000 LFT | 0.30000 1744.50| 0.30000 1744.50| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 440 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,648,082.97 ROUTE : SR 28 CALL ORDER : 440 CONTRACT ID : RS-28314-A COUNTIES : WARREN LETTING DATE : 02/15/06 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 808-75245 49370.000 LFT | 0.30000 14811.00| 0.30000 14811.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0055 808-75297 196.000 LFT | 4.55000 891.80| 4.55000 891.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0056 808-75996 974.000 EACH | 4.75000 4626.50| 5.00000 4870.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 720-44000 1.000 EACH | 980.14000 980.14| 700.00000 700.00| CASTING, ADJUST TO GRADE | | | 0058 605-06121 318.000 LFT | 35.73000 11362.14| 31.00000 9858.00| CURB, CONCRETE, B | | | 0059 105-08520 2.000 EACH | 100.00000 200.00| 100.00000 200.00| CELLULAR TELEPHONE/RADIO | | | 0060 105-08521 14.000 MOS | 60.00000 840.00| 140.00000 1960.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0061 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | SECTION TOTALS | $ 1,517,795.24| $ 1,624,454.80| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,517,795.24| $ 1,624,454.80| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 943,037.24 ROUTE : SR 42 CALL ORDER : 450 CONTRACT ID : RS-28321-A COUNTIES : MORGAN LETTING DATE : 02/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 839,233.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 867,750.00 103.3980% 3 35-1139301 E & B PAVING, INC. $ 898,000.00 107.0025% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1139301 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |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 | | | 0002 105-06845 LUMP | 9000.00000 9000.00| 6900.00000 6900.00| 6300.00000 6300.00 CONSTRUCTION ENGINEERING | | | 0003 105-07039 10.000 MOS | 2000.00000 20000.00| 2000.00000 20000.00| 2100.00000 21000.00 FIELD OFFICE, B | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 23038.25000 23038.25| 29000.00000 29000.00| 44900.00000 44900.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02241 126.000 LFT | 5.25000 661.50| 2.70000 340.20| 2.50000 315.00 GUARDRAIL, REMOVE | | | 0009 202-02278 179.000 LFT | 9.25000 1655.75| 8.45000 1512.55| 10.00000 1790.00 CURB, CONCRETE, REMOVE | | | 0010 202-52710 66.400 SYS | 25.00000 1660.00| 22.80000 1513.92| 27.50000 1826.00 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-93741 6.000 EACH | 525.00000 3150.00| 269.00000 1614.00| 250.00000 1500.00 GUARD RAIL END TREATMENT, REMOVE | | | 0012 203-02080 0.300 MILE | 13000.00000 3900.00| 12000.00000 3600.00| 19000.00000 5700.00 LINEAR GRADING | | | 0013 303-01180 50.000 TON | 35.00000 1750.00| 19.00000 950.00| 75.00000 3750.00 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 943,037.24 ROUTE : SR 42 CALL ORDER : 450 CONTRACT ID : RS-28321-A COUNTIES : MORGAN LETTING DATE : 02/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1139301 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 303-07449 2200.000 TON | 22.00000 48400.00| 28.00000 61600.00| 12.00000 26400.00 COMPACTED AGGREGATE, NO. 73 | | | 0015 304-07490 480.000 TON | 93.00000 44640.00| 89.00000 42720.00| 100.00000 48000.00 HMA PATCHING, TYPE B | | | 0016 306-08033 99357.000 SYS | 0.50000 49678.50| 0.50000 49678.50| 0.65000 64582.05 MILLING, ASPHALT, 1 IN. | | | 0017 306-08034 8766.000 SYS | 0.55000 4821.30| 0.95000 8327.70| 0.90000 7889.40 MILLING, ASPHALT, 1 1/2 IN. | | | 0018 306-08043 697.000 SYS | 3.40000 2369.80| 0.80000 557.60| 5.50000 3833.50 MILLING, TRANSITION | | | 0019 306-08432 5893.000 SYS | 1.00000 5893.00| 3.35000 19741.55| 3.00000 17679.00 MILLING, APPROACH | | | 0020 401-06264 LUMP | 4800.00000 4800.00| 2800.00000 2800.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0021 401-07321 8701.000 TON | 42.50000 369792.50| 41.00000 356741.00| 44.00000 382844.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0022 402-07433 277.000 TON | 57.00000 15789.00| 81.00000 22437.00| 65.00000 18005.00 HMA SURFACE, TYPE B | | | 0023 402-07451 250.000 TON | 47.00000 11750.00| 64.00000 16000.00| 65.00000 16250.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0024 406-05520 27.600 TON | 220.00000 6072.00| 210.00000 5796.00| 210.00000 5796.00 ASPHALT FOR TACK COAT | | | 0025 601-01846 4.000 EACH | 2200.00000 8800.00| 1735.00000 6940.00| 1700.00000 6800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-93346 3.000 EACH | 160.00000 480.00| 155.00000 465.00| 150.00000 450.00 GUARD RAIL CONNECTOR, AS | | | 0027 601-94689 8.000 EACH | 2750.00000 22000.00| 2652.00000 21216.00| 2600.00000 20800.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 912.500 LFT | 15.00000 13687.50| 14.30000 13048.75| 14.00000 12775.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 604-07894 6.300 SYS | 150.00000 945.00| 135.00000 850.50| 150.00000 945.00 CURB RAMP, CONCRETE, A | | | 0030 604-07901 60.100 SYS | 100.00000 6010.00| 136.00000 8173.60| 160.00000 9616.00 CURB RAMP, CONCRETE, G | | | 0031 605-06120 179.000 LFT | 24.00000 4296.00| 26.00000 4654.00| 41.00000 7339.00 CURB, CONCRETE | | | 0032 608-04395 10.000 TON | 97.00000 970.00| 84.50000 845.00| 325.00000 3250.00 AGGREGATE FOR SHOULDER DRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 943,037.24 ROUTE : SR 42 CALL ORDER : 450 CONTRACT ID : RS-28321-A COUNTIES : MORGAN LETTING DATE : 02/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1139301 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 610-07487 486.000 TON | 102.00000 49572.00| 104.00000 50544.00| 110.00000 53460.00 HMA FOR APPROACHES, TYPE B | | | 0034 615-06505 12.000 EACH | 740.00000 8880.00| 600.00000 7200.00| 850.00000 10200.00 MONUMENT, B | | | 0035 615-06525 15.000 EACH | 420.00000 6300.00| 450.00000 6750.00| 850.00000 12750.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0036 801-03290 2.000 EACH | 255.00000 510.00| 203.00000 406.00| 199.00000 398.00 CONSTRUCTION SIGN, C | | | 0037 801-06203 4920.000 LFT | 0.95000 4674.00| 0.44000 2164.80| 0.01000 49.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0038 801-06207 4920.000 LFT | 0.95000 4674.00| 1.11000 5461.20| 1.00000 4920.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06640 44.000 EACH | 125.00000 5500.00| 183.00000 8052.00| 179.00000 7876.00 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP | 24000.00000 24000.00| 24747.43000 24747.43| 12561.09000 12561.09 MAINTAINING TRAFFIC | | | 0041 808-03631 370.000 LFT | 5.60000 2072.00| 8.70000 3219.00| 8.50000 3145.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0042 808-03632 50.000 LFT | 5.60000 280.00| 8.70000 435.00| 8.50000 425.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0043 808-04896 44.000 LFT | 5.60000 246.40| 8.70000 382.80| 8.50000 374.00 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0044 808-06703 96615.000 LFT | 0.25000 24153.75| 0.30000 28984.50| 0.29000 28018.35 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0045 808-06716 464.000 LFT | 2.00000 928.00| 1.55000 719.20| 1.50000 696.00 LINE, REMOVE | | | 0046 808-75240 9354.000 LFT | 0.25000 2338.50| 0.30000 2806.20| 0.29000 2712.66 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0047 808-75245 38905.000 LFT | 0.25000 9726.25| 0.30000 11671.50| 0.29000 11282.45 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0048 808-75297 34.000 LFT | 10.00000 340.00| 23.50000 799.00| 23.00000 782.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0049 808-75996 954.000 EACH | 6.00000 5724.00| 3.25000 3100.50| 3.45000 3291.30 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 943,037.24 ROUTE : SR 42 CALL ORDER : 450 CONTRACT ID : RS-28321-A COUNTIES : MORGAN LETTING DATE : 02/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1139301 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 105-08520 3.000 EACH | 100.00000 300.00| 100.00000 300.00| 180.00000 540.00 CELLULAR TELEPHONE/RADIO | | | 0051 105-08521 30.000 MOS | 100.00000 3000.00| 66.00000 1980.00| 56.00000 1680.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0052 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | SECTION TOTALS | $ 839,233.00| $ 867,750.00| $ 898,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 839,233.00| $ 867,750.00| $ 898,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,862,384.07 ROUTE : US 224 CALL ORDER : 460 CONTRACT ID : RS-28410-A COUNTIES : ADAMS WELLS LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/14/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,318,590.64 100.0000% 2 35-1145884 L I C A CONSTRUCTION $ 1,399,921.96 106.1680% 3 35-1139301 E & B PAVING, INC. $ 1,532,352.60 116.2114% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1145884 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |L I C A 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 105-07039 6.000 MOS | 1500.00000 9000.00| 1800.00000 10800.00| 1100.00000 6600.00 FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 65000.00000 65000.00| 73289.00000 73289.00| 73950.00000 73950.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 106.000 LFT | 2.75000 291.50| 2.75000 291.50| 3.00000 318.00 GUARDRAIL, REMOVE | | | 0007 202-93741 13.000 EACH | 165.00000 2145.00| 165.00000 2145.00| 200.00000 2600.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-90014 18.000 STA | 738.69000 13296.42| 881.20000 15861.60| 800.00000 14400.00 LINEAR GRADING | | | 0009 301-07448 375.000 TON | 28.69000 10758.75| 12.52000 4695.00| 10.00000 3750.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 303-07449 2745.000 TON | 5.00000 13725.00| 14.95000 41037.75| 17.00000 46665.00 COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07490 50.000 TON | 70.92000 3546.00| 154.40000 7720.00| 80.00000 4000.00 HMA PATCHING, TYPE B | | | 0012 304-07493 700.000 TON | 48.58000 34006.00| 41.37000 28959.00| 50.00000 35000.00 WIDENING WITH HMA, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,862,384.07 ROUTE : US 224 CALL ORDER : 460 CONTRACT ID : RS-28410-A COUNTIES : ADAMS WELLS LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1145884 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |L I C A CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 306-08034 216050.000 SYS | 0.36000 77778.00| 0.64000 138272.00| 0.40000 86420.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0014 306-08043 1500.000 SYS | 0.19000 285.00| 0.88000 1320.00| 0.01000 15.00 MILLING, TRANSITION | | | 0015 306-08432 16600.000 SYS | 0.01000 166.00| 0.01000 166.00| 0.01000 166.00 MILLING, APPROACH | | | 0016 401-06264 LUMP | 15000.00000 15000.00| 3200.00000 3200.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0017 401-07322 17670.000 TON | 25.00000 441750.00| 28.05000 495643.50| 43.00000 759810.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm --PWL | | | 0018 401-07372 3175.000 TON | 30.39000 96488.25| 28.18000 89471.50| 39.00000 123825.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | --PWL | | | 0019 402-07432 466.000 TON | 39.68000 18490.88| 43.12000 20093.92| 56.00000 26096.00 HMA SURFACE, TYPE A | | | 0020 406-05520 65.000 TON | 10.00000 650.00| 203.00000 13195.00| 1.00000 65.00 ASPHALT FOR TACK COAT | | | 0021 601-01522 4.000 EACH | 1960.00000 7840.00| 1960.00000 7840.00| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01626 1.000 EACH | 1825.00000 1825.00| 1825.00000 1825.00| 1600.00000 1600.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0023 601-01846 2.000 EACH | 1775.00000 3550.00| 1775.00000 3550.00| 1800.00000 3600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0024 601-06037 1.000 EACH | 825.00000 825.00| 825.00000 825.00| 700.00000 700.00 GUARDRAIL END TREATMENT, I | | | 0025 601-08433 4.000 EACH | 600.00000 2400.00| 600.00000 2400.00| 900.00000 3600.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 1 | | | 0026 601-08434 4.000 EACH | 600.00000 2400.00| 600.00000 2400.00| 1200.00000 4800.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0027 601-94689 14.000 EACH | 2250.00000 31500.00| 2250.00000 31500.00| 2200.00000 30800.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 600.000 LFT | 15.10000 9060.00| 15.10000 9060.00| 14.50000 8700.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 610-07486 2025.000 TON | 40.00000 81000.00| 47.57000 96329.25| 23.00000 46575.00 HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,862,384.07 ROUTE : US 224 CALL ORDER : 460 CONTRACT ID : RS-28410-A COUNTIES : ADAMS WELLS LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1145884 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |L I C A CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 611-06497 5.000 EACH | 190.00000 950.00| 135.00000 675.00| 140.00000 700.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 611-08232 15.000 EACH | 157.89000 2368.35| 75.00000 1125.00| 140.00000 2100.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0032 615-06505 21.000 EACH | 79.04000 1659.84| 70.00000 1470.00| 80.00000 1680.00 MONUMENT, B , LID ONLY | | | 0033 615-06520 12.000 EACH | 81.13000 973.56| 300.00000 3600.00| 400.00000 4800.00 MONUMENT, RE-ESTABLISH , WITH NEW CAP | | | 0034 615-06525 6.000 EACH | 173.00000 1038.00| 300.00000 1800.00| 400.00000 2400.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0035 616-06405 6.000 TON | 42.12000 252.72| 153.99000 923.94| 42.00000 252.00 RIPRAP, REVETMENT | | | 0036 702-90915 0.200 CYS | 9338.71000 1867.74| 6395.00000 1279.00| 15300.00000 3060.00 CONCRETE, A , PATCHING | | | 0037 720-44000 2.000 EACH | 488.82000 977.64| 400.00000 800.00| 300.00000 600.00 CASTING, ADJUST TO GRADE | | | 0038 801-06203 7350.000 LFT | 0.15000 1102.50| 0.30000 2205.00| 0.24000 1764.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0039 801-06207 6400.000 LFT | 0.75000 4800.00| 0.70000 4480.00| 1.00000 6400.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0040 801-06640 40.000 EACH | 117.50000 4700.00| 125.00000 5000.00| 117.50000 4700.00 CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP | 347348.89000 347348.89| 235040.00000 235040.00| 199000.00000 199000.00 MAINTAINING TRAFFIC | | | 0042 801-92448 600.000 DAY | 0.01000 6.00| 1.00000 600.00| 3.00000 1800.00 CONSTRUCTION SIGNS, MOBILE | | | 0043 802-05704 84.000 LFT | 11.50000 966.00| 11.50000 966.00| 12.00000 1008.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0044 802-05705 28.000 LFT | 12.25000 343.00| 12.25000 343.00| 11.00000 308.00 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0045 802-91122 9.000 EACH | 120.00000 1080.00| 120.00000 1080.00| 125.00000 1125.00 SIGN, GROUND MOUNTED, RESET | | | 0046 808-06712 16000.000 LFT | 0.01000 160.00| 0.12000 1920.00| 0.01000 160.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0047 808-06713 129500.000 LFT | 0.01000 1295.00| 0.12000 15540.00| 0.01000 1295.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,862,384.07 ROUTE : US 224 CALL ORDER : 460 CONTRACT ID : RS-28410-A COUNTIES : ADAMS WELLS LETTING DATE : 02/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1145884 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |L I C A CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 808-06714 5300.000 LFT | 0.01000 53.00| 0.12000 636.00| 0.01000 53.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0049 808-75297 28.000 LFT | 4.70000 131.60| 7.00000 196.00| 4.70000 131.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0050 808-75320 2.000 EACH | 114.00000 228.00| 100.00000 200.00| 114.00000 228.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0051 808-75325 2.000 EACH | 165.00000 330.00| 150.00000 300.00| 165.00000 330.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0052 808-75996 850.000 EACH | 2.74000 2329.00| 3.00000 2550.00| 3.00000 2550.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0053 808-75998 850.000 EACH | 1.00000 850.00| 18.00000 15300.00| 1.00000 850.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,318,590.64| $ 1,399,921.96| $ 1,532,352.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,318,590.64| $ 1,399,921.96| $ 1,532,352.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,436,492.05 ROUTE : I-74 CALL ORDER : 480 CONTRACT ID : RS-28469-A COUNTIES : DECATUR FRANKLIN LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT RIPLEY CONTRACT TIME : 06/24/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 7,589,637.60 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 7,918,622.20 104.3347% 3 31-0515195 VALLEY ASPHALT CORPORATION $ 8,532,510.43 112.4232% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 31-0515195 |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |VALLEY ASPHALT CORPORATION 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 | 13700.00000 13700.00| 12700.00000 12700.00| 27238.15000 27238.15 CONSTRUCTION ENGINEERING | | | 0003 105-07039 18.000 MOS | 1200.00000 21600.00| 1300.00000 23400.00| 1294.67000 23304.06 FIELD OFFICE, B | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 379000.00000 379000.00| 255000.00000 255000.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02240 7009.000 SYS | 7.00000 49063.00| 6.60000 46259.40| 14.82000 103873.38 PAVEMENT REMOVAL | | | 0009 203-02000 10300.000 CYS | 14.50000 149350.00| 7.70000 79310.00| 26.57000 273671.00 EXCAVATION, COMMON | | | 0010 203-02080 0.200 MILE | 49000.00000 9800.00| 9000.00000 1800.00| 6036.75000 1207.35 LINEAR GRADING | | | 0011 211-02050 310.000 CYS | 18.00000 5580.00| 26.00000 8060.00| 19.97000 6190.70 B BORROW | | | 0012 302-06464 1585.000 CYS | 36.00000 57060.00| 29.00000 45965.00| 38.90000 61656.50 SUBBASE FOR PCCP | | | 0013 303-01180 4722.590 TON | 16.00000 75561.44| 15.25000 72019.50| 23.17000 109422.41 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 480 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,436,492.05 ROUTE : I-74 CALL ORDER : 480 CONTRACT ID : RS-28469-A COUNTIES : DECATUR FRANKLIN LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT RIPLEY SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 31-0515195 |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 304-07783 700.000 TON | 84.00000 58800.00| 63.00000 44100.00| 72.76000 50932.00 HMA PATCHING, TYPE D | | | 0015 306-08033 626726.000 SYS | 0.47000 294561.22| 0.32000 200552.32| 0.52000 325897.52 MILLING, ASPHALT, 1 IN. | | | 0016 306-08043 6840.000 SYS | 0.47000 3214.80| 1.90000 12996.00| 5.10000 34884.00 MILLING, TRANSITION | | | 0017 401-06264 LUMP | 5000.00000 5000.00| 4800.00000 4800.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0018 401-07320 20165.000 TON | 36.00000 725940.00| 42.00000 846930.00| 40.75000 821723.75 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0019 401-07337 32106.000 TON | 74.00000 2375844.00| 84.00000 2696904.00| 82.35000 2643929.10 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | 0020 402-07784 562.000 TON | 61.00000 34282.00| 64.00000 35968.00| 67.16000 37743.92 HMA SURFACE, TYPE D | | | 0021 402-07785 1099.710 TON | 61.00000 67082.31| 59.00000 64882.89| 64.35000 70766.34 HMA INTERMEDIATE, TYPE D | | | 0022 402-07786 3770.710 TON | 42.00000 158369.82| 47.00000 177223.37| 42.75000 161197.85 HMA BASE, TYPE D | | | 0023 402-07787 1300.000 TON | 44.00000 57200.00| 50.00000 65000.00| 57.00000 74100.00 HMA WEDGE AND LEVEL, TYPE D | | | 0024 406-05520 181.040 TON | 200.00000 36208.00| 200.00000 36208.00| 387.53000 70158.43 ASPHALT FOR TACK COAT | | | 0025 502-06329 6336.500 SYS | 42.00000 266133.00| 32.00000 202768.00| 46.91000 297245.22 PCCP, 12 IN. | | | 0026 503-03489 2060.000 EACH | 12.00000 24720.00| 32.00000 65920.00| 16.41000 33804.60 RETROFITTED TIE BARS | | | 0027 503-05240 3447.150 LFT | 17.00000 58601.55| 9.25000 31886.14| 10.27000 35402.23 D-1 CONTRACTION JOINT | | | 0028 506-06333 3771.000 SYS | 110.00000 414810.00| 76.00000 286596.00| 69.49000 262046.79 PCCP PATCHING, FULL DEPTH | | | 0029 606-07484 314238.000 LFT | 0.12000 37708.56| 0.11000 34566.18| 0.08000 25139.04 MILLED HMA SHOULDER CORRUGATIONS | | | 0031 616-02320 1200.000 SYS | 2.00000 2400.00| 0.85000 1020.00| 1.56000 1872.00 GEOTEXTILES | | | 0032 616-06451 1200.000 TON | 24.65000 29580.00| 17.00000 20400.00| 25.57000 30684.00 RIPRAP, UNIFORM | | | 0033 621-01004 1.000 EACH | 600.00000 600.00| 600.00000 600.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 480 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,436,492.05 ROUTE : I-74 CALL ORDER : 480 CONTRACT ID : RS-28469-A COUNTIES : DECATUR FRANKLIN LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT RIPLEY SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 31-0515195 |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 621-02770 1475.000 SYS | 1.25000 1843.75| 1.25000 1843.75| 1.00000 1475.00 EROSION CONTROL BLANKET | | | 0035 621-03867 8551.000 SYS | 0.39000 3334.89| 0.38000 3249.38| 0.25000 2137.75 MULCHED SEEDING, A | | | 0036 621-06567 3.000 kGAL | 10.00000 30.00| 10.00000 30.00| 1.00000 3.00 WATER | | | 0038 715-01662 150.000 LFT | 20.00000 3000.00| 9.00000 1350.00| 21.37000 3205.50 PIPE CLEANING, 12 IN. TO 48 IN. DIA. | | | 0039 715-03475 2.000 EACH | 395.00000 790.00| 430.00000 860.00| 520.83000 1041.66 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0040 715-03476 1.000 EACH | 645.00000 645.00| 675.00000 675.00| 863.71000 863.71 SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0041 715-03584 2.000 EACH | 495.00000 990.00| 535.00000 1070.00| 627.53000 1255.06 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0042 715-05048 141204.000 LFT | 2.75000 388311.00| 2.95000 416551.80| 5.09000 718728.36 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0043 715-05053 17441.000 LFT | 1.00000 17441.00| 11.40000 198827.40| 11.44000 199525.04 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0044 718-06526 16000.000 TON | 37.00000 592000.00| 39.50000 632000.00| 40.23000 643680.00 HMA FOR UNDERDRAINS , TYPE D | | | 0045 718-06531 362.000 EACH | 295.00000 106790.00| 510.00000 184620.00| 356.89000 129194.18 OUTLET PROTECTOR, 3 | | | 0046 718-06532 10000.000 LFT | 1.00000 10000.00| 0.70000 7000.00| 1.00000 10000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0047 718-52610 8200.000 CYS | 31.00000 254200.00| 27.50000 225500.00| 28.25000 231650.00 AGGREGATE FOR UNDERDRAINS | | | 0048 718-99153 56000.000 SYS | 2.00000 112000.00| 1.35000 75600.00| 2.30000 128800.00 GEOTEXTILES FOR UNDERDRAIN | | | 0049 801-01093 8.000 EACH | 2500.00000 20000.00| 1275.00000 10200.00| 2500.00000 20000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0050 801-04746 6.000 EACH | 4550.00000 27300.00| 4595.00000 27570.00| 3616.31000 21697.86 ENERGY ABSORBING TERMINAL, CZ | | | 0051 801-06198 40.000 DAY | 552.00000 22080.00| 575.00000 23000.00| 716.70000 28668.00 PATROLLER | | | 0052 801-06203 19104.000 LFT | 0.25000 4776.00| 0.13000 2483.52| 0.29000 5540.16 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0053 801-06207 14500.000 LFT | 1.00000 14500.00| 1.05000 15225.00| 1.04000 15080.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 480 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,436,492.05 ROUTE : I-74 CALL ORDER : 480 CONTRACT ID : RS-28469-A COUNTIES : DECATUR FRANKLIN LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT RIPLEY SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 31-0515195 |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 801-06640 60.000 EACH | 200.00000 12000.00| 210.00000 12600.00| 200.00000 12000.00 CONSTRUCTION SIGN, A | | | 0055 801-06710 500.000 DAY | 15.00000 7500.00| 12.25000 6125.00| 106.43000 53215.00 FLASHING ARROW SIGN | | | 0056 801-06775 LUMP | 180734.26000 180734.26| 190000.00000 190000.00| 95609.98000 95609.98 MAINTAINING TRAFFIC | | | 0057 801-08388 5752.000 LFT | 13.00000 74776.00| 22.25000 127982.00| 22.78000 131030.56 TEMPORARY TRAFFIC BARRIER | | | 0058 801-08389 3800.000 LFT | 14.00000 53200.00| 30.00000 114000.00| 24.96000 94848.00 TEMPORARY TRAFFIC BARRIER, ANCHORED | | | 0059 801-09133 4.000 EACH | 8000.00000 32000.00| 6625.00000 26500.00| 15215.72000 60862.88 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0060 802-07060 11.000 EACH | 150.00000 1650.00| 165.00000 1815.00| 147.30000 1620.30 SIGN, SHEET, RELOCATE | | | 0061 805-96014 2750.000 LFT | 2.35000 6462.50| 1.85000 5087.50| 2.50000 6875.00 SAW CUT, FULL DEPTH | | | 0062 808-03631 8483.000 LFT | 0.50000 4241.50| 0.60000 5089.80| 0.46000 3902.18 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0063 808-03632 8483.000 LFT | 0.50000 4241.50| 0.60000 5089.80| 0.46000 3902.18 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0064 808-06702 33350.000 LFT | 0.39000 13006.50| 0.40000 13340.00| 0.36000 12006.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0065 808-06703 152000.000 LFT | 0.30000 45600.00| 0.30000 45600.00| 0.29000 44080.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0066 808-06705 9600.000 LFT | 0.85000 8160.00| 0.60000 5760.00| 0.80000 7680.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0067 808-06716 11000.000 LFT | 0.30000 3300.00| 0.40000 4400.00| 0.30000 3300.00 LINE, REMOVE | | | 0068 808-74811 2121.000 LFT | 0.50000 1060.50| 0.70000 1484.70| 0.50000 1060.50 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0069 808-75245 152000.000 LFT | 0.30000 45600.00| 0.30000 45600.00| 0.29000 44080.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0070 808-75272 2400.000 LFT | 0.01000 24.00| 3.60000 8640.00| 0.01000 24.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0071 808-75297 400.000 LFT | 3.00000 1200.00| 3.60000 1440.00| 3.00000 1200.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 480 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,436,492.05 ROUTE : I-74 CALL ORDER : 480 CONTRACT ID : RS-28469-A COUNTIES : DECATUR FRANKLIN LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT RIPLEY SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 31-0515195 |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 808-75996 2365.000 EACH | 6.00000 14190.00| 5.25000 12416.25| 6.50000 15372.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0073 808-75998 2365.000 EACH | 22.00000 52030.00| 27.00000 63855.00| 22.00000 52030.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0074 105-08520 4.000 EACH | 159.00000 636.00| 125.00000 500.00| 161.50000 646.00 CELLULAR TELEPHONE/RADIO | | | 0075 105-08521 72.000 MOS | 195.00000 14040.00| 55.00000 3960.00| 91.51000 6588.72 CELLULAR TELEPHONE/RADIO SERVICE | | | 0076 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0077 214-07202 6337.000 SYS | 3.50000 22179.50| 2.50000 15842.50| 3.73000 23637.01 GEOGRID, I | | | SECTION TOTALS | $ 7,589,637.60| $ 7,918,622.20| $ 8,532,510.43 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,589,637.60| $ 7,918,622.20| $ 8,532,510.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,289,261.32 ROUTE : SR 250 CALL ORDER : 500 CONTRACT ID : RS-28472-A COUNTIES : JACKSON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 898,996.54 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,143,000.00 127.1418% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | 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 | 1000.00000 6000.00| 1450.00000 8700.00| FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 5000.00000 5000.00| 57200.00000 57200.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 303-07449 1578.000 TON | 20.00000 31560.00| 20.00000 31560.00| COMPACTED AGGREGATE, NO. 73 | | | 0007 304-07491 2000.000 TON | 60.00000 120000.00| 95.00000 190000.00| HMA PATCHING, TYPE C | | | 0008 306-08033 146389.500 SYS | 0.30000 43916.85| 0.40000 58555.80| MILLING, ASPHALT, 1 IN. | | | 0009 306-08043 3367.000 SYS | 1.00000 3367.00| 1.30000 4377.10| MILLING, TRANSITION | | | 0010 306-08432 12557.000 SYS | 1.00000 12557.00| 1.45000 18207.65| MILLING, APPROACH | | | 0011 401-06264 LUMP | 3500.00000 3500.00| 3200.00000 3200.00| PROFILOGRAPH, HMA | | | 0012 401-07328 12355.000 TON | 40.00000 494200.00| 44.00000 543620.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0013 402-07452 400.000 TON | 60.00000 24000.00| 44.00000 17600.00| HMA, TYPE C, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,289,261.32 ROUTE : SR 250 CALL ORDER : 500 CONTRACT ID : RS-28472-A COUNTIES : JACKSON LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 406-05520 53.000 TON | 200.00000 10600.00| 172.00000 9116.00| ASPHALT FOR TACK COAT | | | 0015 610-07488 1036.000 TON | 62.00000 64232.00| 70.00000 72520.00| HMA FOR APPROACHES, TYPE C | | | 0016 615-06525 1.000 EACH | 200.00000 200.00| 530.00000 530.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0017 720-44000 4.000 EACH | 600.00000 2400.00| 385.00000 1540.00| CASTING, ADJUST TO GRADE | | | 0018 801-06203 17361.000 LFT | 0.25000 4340.25| 0.25000 4340.25| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0019 801-06207 17361.000 LFT | 0.60000 10416.60| 1.00000 17361.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0020 801-06640 55.000 EACH | 120.00000 6600.00| 105.00000 5775.00| CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP | 25000.00000 25000.00| 70643.68000 70643.68| MAINTAINING TRAFFIC | | | 0022 808-06712 13820.000 LFT | 0.12000 1658.40| 0.11000 1520.20| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0023 808-06713 138884.000 LFT | 0.12000 16666.08| 0.11000 15277.24| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 73028.000 LFT | 0.12000 8763.36| 0.11000 8033.08| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0025 808-75297 108.000 LFT | 12.00000 1296.00| 10.00000 1080.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0026 808-75340 2.000 EACH | 1200.00000 2400.00| 1000.00000 2000.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0027 808-97323 80.000 LFT | 4.00000 320.00| 3.00000 240.00| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | SECTION TOTALS | $ 898,996.54| $ 1,143,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 898,996.54| $ 1,143,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,894,178.22 ROUTE : SR 62 CALL ORDER : 510 CONTRACT ID : RS-28473-A COUNTIES : HARRISON FLOYD LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 1,397,069.43 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,661,000.00 118.8917% ==================================================================================================================================== |( 1 ) 35-1487672 |( 2 ) 35-2040801 |( ) |MAC CONSTRUCTION & EXCAVATIN |GOHMANN ASPHALT & CONSTR., I | 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 | 1500.00000 9000.00| 1450.00000 8700.00| FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 52000.00000 52000.00| 83020.00000 83020.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 2704.610 TON | 17.00000 45978.37| 19.60000 53010.36| COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07491 1447.040 TON | 66.00000 95504.64| 97.00000 140362.88| HMA PATCHING, TYPE C | | | 0008 306-08034 44213.000 SYS | 0.24000 10611.12| 0.45000 19895.85| MILLING, ASPHALT, 1 1/2 IN. | | | 0009 306-08042 215116.000 SYS | 0.22000 47325.52| 0.32000 68837.12| MILLING, SCARIFICATION/PROFILE | | | 0010 306-08043 5000.000 SYS | 0.28000 1400.00| 0.85000 4250.00| MILLING, TRANSITION | | | 0011 306-08432 28328.000 SYS | 0.98000 27761.44| 0.85000 24078.80| MILLING, APPROACH | | | 0012 401-06264 LUMP | 3200.00000 3200.00| 3400.00000 3400.00| PROFILOGRAPH, HMA | | | 0013 401-07321 21394.670 TON | 37.00000 791602.79| 41.00000 877181.47| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm --PWL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,894,178.22 ROUTE : SR 62 CALL ORDER : 510 CONTRACT ID : RS-28473-A COUNTIES : HARRISON FLOYD LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1487672 |( 2 ) 35-2040801 |( ) |MAC CONSTRUCTION & EXCAVATIN |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 406-05520 79.110 TON | 230.00000 18195.30| 172.00000 13606.92| ASPHALT FOR TACK COAT | | | 0016 604-07901 30.000 SYS | 220.00000 6600.00| 170.00000 5100.00| CURB RAMP, CONCRETE, G | | | 0017 610-07488 2337.080 TON | 50.00000 116854.00| 63.00000 147236.04| HMA FOR APPROACHES, TYPE C | | | 0018 615-06525 2.000 EACH | 38.00000 76.00| 285.00000 570.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0019 720-44000 18.000 EACH | 320.00000 5760.00| 265.00000 4770.00| CASTING, ADJUST TO GRADE | | | 0020 801-06207 8500.000 LFT | 0.50000 4250.00| 1.00000 8500.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 84.000 EACH | 105.00000 8820.00| 105.00000 8820.00| CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP | 33000.00000 33000.00| 73699.56000 73699.56| MAINTAINING TRAFFIC | | | 0023 805-02503 5250.000 LFT | 0.30000 1575.00| 0.30000 1575.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0024 805-78510 525.000 LFT | 0.50000 262.50| 0.50000 262.50| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0025 805-78795 1680.000 LFT | 5.45000 9156.00| 5.45000 9156.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0026 805-92951 15.000 EACH | 150.00000 2250.00| 150.00000 2250.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0027 808-05929 48.000 LFT | 2.00000 96.00| 1.15000 55.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0028 808-06711 1330.000 LFT | 0.09000 119.70| 0.10000 133.00| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0029 808-06712 3772.000 LFT | 0.09000 339.48| 0.10000 377.20| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0030 808-06713 158287.000 LFT | 0.09000 14245.83| 0.10000 15828.70| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0031 808-06714 139837.000 LFT | 0.09000 12585.33| 0.10000 13983.70| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0032 808-75008 1374.000 LFT | 0.20000 274.80| 1.00000 1374.00| LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0033 808-75260 1440.000 LFT | 3.00000 4320.00| 1.50000 2160.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 510 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,894,178.22 ROUTE : SR 62 CALL ORDER : 510 CONTRACT ID : RS-28473-A COUNTIES : HARRISON FLOYD LETTING DATE : 02/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1487672 |( 2 ) 35-2040801 |( ) |MAC CONSTRUCTION & EXCAVATIN |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 808-75297 432.000 LFT | 6.00000 2592.00| 3.00000 1296.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0035 808-75320 12.000 EACH | 110.00000 1320.00| 70.00000 840.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0036 808-75325 4.000 EACH | 110.00000 440.00| 80.00000 320.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0037 808-75996 1681.000 EACH | 2.71000 4555.51| 3.60000 6051.60| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0038 808-75998 1681.000 EACH | 17.10000 28745.10| 17.10000 28745.10| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0039 808-94435 10.000 EACH | 250.00000 2500.00| 80.00000 800.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (STOP) | | | 0040 402-07451 750.000 TON | 45.00000 33750.00| 41.00000 30750.00| HMA, TYPE B, WEDGE AND LEVEL | | | SECTION TOTALS | $ 1,397,069.43| $ 1,661,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,397,069.43| $ 1,661,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,329.28 ROUTE : 6 CALL ORDER : 520 CONTRACT ID : RS-28482-A COUNTIES : LAPORTE LETTING DATE : 02/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/10/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 639,131.36 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 650,545.58 101.7859% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 674,441.59 105.5247% ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 3000.00000 3000.00| 2750.00000 2750.00 CONSTRUCTION ENGINEERING | | | 0006 105-07039 6.000 MOS | 1800.00000 10800.00| 1410.00000 8460.00| 1700.00000 10200.00 FIELD OFFICE, B | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 31800.00000 31800.00| 32500.00000 32500.00| 29000.00000 29000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02241 703.000 LFT | 2.85000 2003.55| 2.00000 1406.00| 3.00000 2109.00 GUARDRAIL, REMOVE | | | 0012 202-93741 8.000 EACH | 140.00000 1120.00| 200.00000 1600.00| 575.00000 4600.00 GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-02080 1.000 MILE | 7500.00000 7500.00| 2800.00000 2800.00| 16000.00000 16000.00 LINEAR GRADING | | | 0014 303-07449 1120.000 TON | 20.00000 22400.00| 29.40000 32928.00| 22.50000 25200.00 COMPACTED AGGREGATE, NO. 73 | | | 0015 304-07783 500.000 TON | 50.00000 25000.00| 86.00000 43000.00| 70.00000 35000.00 HMA PATCHING, TYPE D | | | 0016 306-08033 88584.000 SYS | 0.69000 61122.96| 0.50000 44292.00| 0.65000 57579.60 MILLING, ASPHALT, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,329.28 ROUTE : 6 CALL ORDER : 520 CONTRACT ID : RS-28482-A COUNTIES : LAPORTE LETTING DATE : 02/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 306-08043 1467.000 SYS | 1.15000 1687.05| 0.50000 733.50| 1.68000 2464.56 MILLING, TRANSITION | | | 0018 306-08432 5810.000 SYS | 2.50000 14525.00| 0.50000 2905.00| 1.96000 11387.60 MILLING, APPROACH | | | 0019 401-06264 LUMP | 2500.00000 2500.00| 4000.00000 4000.00| 500.00000 500.00 PROFILOGRAPH, HMA | | | 0020 401-07323 7308.000 TON | 43.25000 316071.00| 46.00000 336168.00| 46.00000 336168.00 QC/QA-HMA, 4, 64, SURFACE, 9.5 mm | | | 0021 406-05520 22.000 TON | 0.01000 0.22| 200.00000 4400.00| 360.00000 7920.00 ASPHALT FOR TACK COAT | | | 0022 601-01846 1.000 EACH | 1850.00000 1850.00| 1800.00000 1800.00| 1942.50000 1942.50 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-93346 4.000 EACH | 86.00000 344.00| 125.00000 500.00| 90.30000 361.20 GUARD RAIL CONNECTOR, AS | | | 0024 601-94689 9.000 EACH | 2900.00000 26100.00| 3900.00000 35100.00| 2499.00000 22491.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 2.000 EACH | 700.00000 1400.00| 1000.00000 2000.00| 735.00000 1470.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 705.000 LFT | 15.90000 11209.50| 14.00000 9870.00| 16.70000 11773.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 610-07487 319.000 TON | 72.00000 22968.00| 76.50000 24403.50| 71.00000 22649.00 HMA FOR APPROACHES, TYPE B | | | 0028 715-01662 350.000 LFT | 23.00000 8050.00| 18.00000 6300.00| 17.00000 5950.00 PIPE CLEANING, 12 IN. TO 48 IN. DIA. | | | 0029 801-01093 4.000 EACH | 250.00000 1000.00| 250.00000 1000.00| 262.50000 1050.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0030 801-06203 4654.000 LFT | 0.34000 1582.36| 0.34000 1582.36| 0.36000 1675.44 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0031 801-06207 2327.000 LFT | 2.50000 5817.50| 1.00000 2327.00| 1.08000 2513.16 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0032 801-06640 40.000 EACH | 91.00000 3640.00| 91.00000 3640.00| 95.55000 3822.00 CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP | 30000.00000 30000.00| 21900.00000 21900.00| 31500.00000 31500.00 MAINTAINING TRAFFIC | | | 0034 808-06713 52272.000 LFT | 0.10000 5227.20| 0.10000 5227.20| 0.11000 5749.92 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 520 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,329.28 ROUTE : 6 CALL ORDER : 520 CONTRACT ID : RS-28482-A COUNTIES : LAPORTE LETTING DATE : 02/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1065659 |( 3 ) 35-0918397 |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 808-75240 5310.000 LFT | 0.28000 1486.80| 0.28000 1486.80| 0.29000 1539.90 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0036 808-75245 15249.000 LFT | 0.28000 4269.72| 0.28000 4269.72| 0.29000 4422.21 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0037 808-75996 450.000 EACH | 3.50000 1575.00| 4.90000 2205.00| 7.50000 3375.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0038 808-75998 450.000 EACH | 17.15000 7717.50| 17.15000 7717.50| 19.64000 8838.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0039 105-08520 3.000 EACH | 160.00000 480.00| 100.00000 300.00| 116.00000 348.00 CELLULAR TELEPHONE/RADIO | | | 0040 105-08521 18.000 MOS | 160.00000 2880.00| 40.00000 720.00| 116.00000 2088.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0041 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | SECTION TOTALS | $ 639,131.36| $ 650,545.58| $ 674,441.59 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 639,131.36| $ 650,545.58| $ 674,441.59 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,331.65 ROUTE : 90 CALL ORDER : 530 CONTRACT ID : RT-28459-A COUNTIES : VARIOUS LETTING DATE : 02/15/06 10:00 AM DISTRICT : TOLL ROAD DISTRICT CONTRACT TIME : 07/28/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 37-1215990 HUFF SEALING CORPORATION $ 876,290.75 100.0000% 2 38-2058318 ARNT ASPHALT SEALING $ 879,111.34 100.3219% ==================================================================================================================================== |( 1 ) 37-1215990 |( 2 ) 38-2058318 |( ) |HUFF SEALING CORPORATION |ARNT ASPHALT SEALING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PARKING AREA RECONSTRUCTION | | | 0002 110-01001 LUMP | 10000.00000 10000.00| 28500.00000 28500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 404-05510 1047440.000 SYS | 0.59000 617989.60| 0.58000 607515.20| SEAL COAT, 1 , MODIFIED | | | 0004 408-07504 79.000 TON | 2460.00000 194340.00| 2350.00000 185650.00| CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | SEAL | | | 0005 801-06775 LUMP | 10000.00000 10000.00| 22600.00000 22600.00| MAINTAINING TRAFFIC | | | 0006 105-08520 3.000 EACH | 33.33000 99.99| 150.00000 450.00| CELLULAR TELEPHONE/RADIO | | | 0007 105-08521 12.000 MOS | 117.00000 1404.00| 80.00000 960.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0008 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0009 210-06547 2.000 EACH | 400.00000 800.00| 500.00000 1000.00| PAINT , HELICOPTER PAD | | | 0010 808-06713 200201.000 LFT | 0.16000 32032.16| 0.14000 28028.14| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0011 808-06723 109.000 EACH | 12.00000 1308.00| 15.00000 1635.00| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0012 808-06726 572.000 LFT | 13.00000 7436.00| 1.00000 572.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/06/06 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 847,331.65 ROUTE : 90 CALL ORDER : 530 CONTRACT ID : RT-28459-A COUNTIES : VARIOUS LETTING DATE : 02/15/06 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 37-1215990 |( 2 ) 38-2058318 |( ) |HUFF SEALING CORPORATION |ARNT ASPHALT SEALING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 808-97222 55.000 EACH | 16.00000 880.00| 40.00000 2200.00| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 876,290.75| $ 879,111.34| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 876,290.75| $ 879,111.34| $ ====================================================================================================================================