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 |