INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -1 VENDOR RANKING CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : 65 CONTRACT TIME : 06/06/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600288 0800918 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER INC $ 2,219,173.16 100.0000% 2 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 2,239,918.48 100.9348% 3 35-1461789 POINDEXTER EXCAVATING $ 2,272,179.65 102.3886% 4 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 2,283,007.66 102.8765% 5 35-1357381 O`MARA DAVE CONTRACTOR $ 2,326,756.40 104.8479% 6 35-1917625 MILESTONE CONTRACTORS LP $ 2,885,000.00 130.0034% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 2,997,000.00 135.0503% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -2 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 31-1323837 |( 3 ) 35-1461789 |CRIDER & CRIDER INC |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE WORK | | | 0001 105-06845 LUMP | 27889.86000 27889.86| 16000.00000 16000.00| 40000.00000 40000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 231.11000 693.33| 400.00000 1200.00| 500.00000 1500.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 92.45000 2218.80| 180.00000 4320.00| 100.00000 2400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 110-01001 LUMP | 110000.00000 110000.00| 100000.00000 100000.00| 108000.00000 108000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 52197.81000 52197.81| 30600.00000 30600.00| 150000.00000 150000.00 CLEARING RIGHT OF WAY | | | 0012 202-02240 2910.000 SYS | 7.62000 22174.20| 12.00000 34920.00| 7.00000 20370.00 PAVEMENT REMOVAL | | | 0013 202-02241 1043.750 LFT | 1.93000 2014.44| 2.10000 2191.88| 4.00000 4175.00 GUARDRAIL, REMOVE | | | 0014 202-02245 25.000 EACH | 165.84000 4146.00| 120.00000 3000.00| 158.00000 3950.00 TREE, 6 IN., REMOVE | | | 0015 202-02250 55.000 EACH | 276.40000 15202.00| 178.00000 9790.00| 260.00000 14300.00 TREE, 10 IN., REMOVE | | | 0016 202-02255 33.000 EACH | 497.52000 16418.16| 475.00000 15675.00| 470.00000 15510.00 TREE, 18 IN., REMOVE | | | 0017 202-02260 13.000 EACH | 829.20000 10779.60| 830.00000 10790.00| 780.00000 10140.00 TREE, 30 IN., REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -3 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 31-1323837 |( 3 ) 35-1461789 |CRIDER & CRIDER INC |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-02265 9.000 EACH | 1326.72000 11940.48| 1185.00000 10665.00| 1260.00000 11340.00 TREE, 48 IN., REMOVE | | | 0019 202-02270 4.000 EACH | 1658.40000 6633.60| 1775.00000 7100.00| 1575.00000 6300.00 TREE, 60 IN., REMOVE | | | 0020 202-02272 50.000 LFT | 8.37000 418.50| 11.00000 550.00| 25.00000 1250.00 PAVED SIDE DITCH, REMOVE | | | 0021 202-04089 40.000 EACH | 232.18000 9287.20| 36.00000 1440.00| 40.00000 1600.00 SIGN, SHEET, REMOVE , AND RESET | | | 0022 202-93741 16.000 EACH | 154.78000 2476.48| 166.00000 2656.00| 147.00000 2352.00 GUARD RAIL END TREATMENT, REMOVE | | | 0023 202-99187 100.000 LFT | 6.08000 608.00| 10.00000 1000.00| 6.00000 600.00 FENCE, FARM FIELD, REMOVE | | | 0024 203-02000 19899.100 CYS | 15.40000 306446.14| 12.17000 242172.05| 6.00000 119394.60 EXCAVATION, COMMON | | | 0025 203-02070 14962.000 CYS | 1.00000 14962.00| 5.90000 88275.80| 9.00000 134658.00 BORROW | | | 0026 205-06930 19.000 TON | 26.24000 498.56| 90.00000 1710.00| 100.00000 1900.00 SPLASHPAD, RIPRAP | | | 0027 205-06931 105.000 TON | 48.74000 5117.70| 32.00000 3360.00| 50.00000 5250.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0028 205-06933 17.000 EACH | 107.52000 1827.84| 98.00000 1666.00| 100.00000 1700.00 TEMPORARY DITCH INLET PROTECTION | | | 0029 205-06937 3496.000 LFT | 1.40000 4894.40| 1.15000 4020.40| 1.50000 5244.00 TEMPORARY SILT FENCE | | | 0030 206-51220 500.000 CYS | 18.96000 9480.00| 22.25000 11125.00| 30.00000 15000.00 EXCAVATION, WET | | | 0031 207-08263 4410.000 SYS | 7.22000 31840.20| 5.70000 25137.00| 6.50000 28665.00 SUBGRADE TREATMENT, TYPE IA | | | 0032 211-02060 18.000 CYS | 37.05000 666.90| 11.50000 207.00| 100.00000 1800.00 B BORROW FOR STRUCTURE BACKFILL | | | 0033 211-09265 129.000 CYS | 63.38000 8176.02| 22.25000 2870.25| 30.00000 3870.00 STRUCTURE BACKFILL, TYPE 2 | | | 0034 213-08058 50.000 CYS | 72.46000 3623.00| 77.00000 3850.00| 80.00000 4000.00 FLOWABLE BACKFILL , NON REMOVABLE | | | UNDISTRIBUTED | | | 0035 303-01180 2154.000 TON | 21.95000 47280.30| 27.60000 59450.40| 30.00000 64620.00 COMPACTED AGGREGATE, NO. 53 | | | 0036 306-08038 750.000 SYS | 3.98000 2985.00| 10.00000 7500.00| 6.00000 4500.00 MILLING, ASPHALT, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -4 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 31-1323837 |( 3 ) 35-1461789 |CRIDER & CRIDER INC |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 306-08043 1200.000 SYS | 3.79000 4548.00| 6.60000 7920.00| 8.00000 9600.00 MILLING, TRANSITION | | | 0038 401-05467 750.000 LFT | 6.83000 5122.50| 6.25000 4687.50| 6.00000 4500.00 MILLED HMA CORRUGATIONS | | | 0039 401-06264 LUMP | 1102.07000 1102.07| 1180.00000 1180.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0040 401-08333 340.000 TON | 71.86000 24432.40| 77.00000 26180.00| 68.00000 23120.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0041 402-07453 2340.000 TON | 82.32000 192628.80| 73.50000 171990.00| 76.00000 177840.00 HMA FOR TEMPORARY PAVEMENT | | | 0042 402-07784 344.000 TON | 103.93000 35751.92| 111.00000 38184.00| 98.00000 33712.00 HMA SURFACE, TYPE D | | | 0043 402-07785 405.000 TON | 79.60000 32238.00| 85.00000 34425.00| 75.00000 30375.00 HMA INTERMEDIATE, TYPE D | | | 0044 402-07786 1280.000 TON | 64.51000 82572.80| 69.00000 88320.00| 61.20000 78336.00 HMA BASE, TYPE D | | | 0045 406-05520 4.500 TON | 611.40000 2751.30| 655.00000 2947.50| 560.00000 2520.00 ASPHALT FOR TACK COAT | | | 0046 601-01625 2.000 EACH | 1503.62000 3007.24| 1600.00000 3200.00| 1450.00000 2900.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0047 601-01626 1.000 EACH | 1503.62000 1503.62| 1600.00000 1600.00| 1400.00000 1400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0048 601-01839 2.000 EACH | 1768.96000 3537.92| 1890.00000 3780.00| 1680.00000 3360.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0049 601-01846 1.000 EACH | 1603.12000 1603.12| 1715.00000 1715.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0050 601-02103 56.250 LFT | 24.32000 1368.00| 26.16000 1471.50| 24.00000 1350.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0051 601-02625 6.000 EACH | 2587.11000 15522.66| 2765.00000 16590.00| 2450.00000 14700.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2, MODIFIED , FOR TYPE M SYSTEM | | | 0052 601-05399 LUMP | 14372.82000 14372.82| 20500.00000 20500.00| 20000.00000 20000.00 GUARDRAIL , SYSTEM, BULLNOSE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -5 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 31-1323837 |( 3 ) 35-1461789 |CRIDER & CRIDER INC |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 601-05586 1.000 EACH | 2056.42000 2056.42| 2200.00000 2200.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0054 601-05999 5.000 EACH | 60.81000 304.05| 65.40000 327.00| 58.00000 290.00 CURVED TERMINAL END | | | 0055 601-06035 3375.000 LFT | 5.86000 19777.50| 6.25000 21093.75| 5.60000 18900.00 GUARDRAIL, RESET | | | 0056 601-06038 1.000 EACH | 2653.44000 2653.44| 2835.00000 2835.00| 2520.00000 2520.00 GUARDRAIL END TREATMENT, II | | | 0058 601-94689 13.000 EACH | 2570.52000 33416.76| 2745.00000 35685.00| 2450.00000 31850.00 GUARDRAIL END TREATMENT, OS | | | 0059 601-94690 2.000 EACH | 4201.29000 8402.58| 4485.00000 8970.00| 4000.00000 8000.00 GUARDRAIL END TREATMENT, MS | | | 0060 601-97774 1.000 EACH | 995.04000 995.04| 1060.00000 1060.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0061 601-99105 20912.500 LFT | 18.30000 382698.75| 19.50000 407793.75| 17.30000 361786.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0062 601-99108 100.000 LFT | 27.64000 2764.00| 29.00000 2900.00| 26.00000 2600.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0063 603-01932 845.000 LFT | 25.71000 21724.95| 27.50000 23237.50| 24.50000 20702.50 FENCE, CHAIN LINK, 96 IN. | | | 0064 610-07788 100.000 TON | 132.67000 13267.00| 140.00000 14000.00| 126.00000 12600.00 HMA FOR APPROACHES, TYPE D | | | 0065 611-08232 8.000 EACH | 204.54000 1636.32| 74.00000 592.00| 195.00000 1560.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0066 611-08233 1.000 EACH | 292.98000 292.98| 86.00000 86.00| 280.00000 280.00 MAILBOX ASSEMBLY, DOUBLE, RESET | | | 0067 616-02320 4843.000 SYS | 2.07000 10025.01| 1.75000 8475.25| 2.00000 9686.00 GEOTEXTILES | | | 0068 616-05688 840.000 TON | 41.45000 34818.00| 40.00000 33600.00| 45.00000 37800.00 RIPRAP, CLASS 1 | | | 0069 616-06405 387.000 TON | 49.13000 19013.31| 38.00000 14706.00| 32.00000 12384.00 RIPRAP, REVETMENT | | | 0070 616-06451 525.000 TON | 49.32000 25893.00| 26.77000 14054.25| 34.00000 17850.00 RIPRAP, UNIFORM | | | 0071 621-01004 11.000 EACH | 276.40000 3040.40| 300.00000 3300.00| 270.00000 2970.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -6 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 31-1323837 |( 3 ) 35-1461789 |CRIDER & CRIDER INC |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 621-02363 12000.000 SYS | 0.30000 3600.00| 0.30000 3600.00| 0.30000 3600.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0073 621-02770 4925.000 SYS | 1.75000 8618.75| 1.85000 9111.25| 1.70000 8372.50 EROSION CONTROL BLANKET | | | 0074 621-06559 37640.000 SYS | 0.39000 14679.60| 0.40000 15056.00| 0.40000 15056.00 MULCHED SEEDING, R | | | 0075 621-06567 1.000 kGAL | 55.28000 55.28| 60.00000 60.00| 100.00000 100.00 WATER | | | 0076 621-06575 1992.000 SYS | 3.12000 6215.04| 3.35000 6673.20| 3.00000 5976.00 SODDING, NURSERY | | | 0077 628-09403 8.000 MOS | 1958.68000 15669.44| 3000.00000 24000.00| 2200.00000 17600.00 FIELD OFFICE, C | | | 0078 715-02397 3.000 EACH | 1883.60000 5650.80| 1820.00000 5460.00| 1660.00000 4980.00 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0079 715-02628 8.000 EACH | 612.47000 4899.76| 435.00000 3480.00| 450.00000 3600.00 SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0080 715-02630 1.000 EACH | 959.14000 959.14| 870.00000 870.00| 800.00000 800.00 SAFETY METAL END SECTION, 6:1, 24 IN. | | | 0081 715-03475 2.000 EACH | 573.96000 1147.92| 480.00000 960.00| 420.00000 840.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0082 715-03476 2.000 EACH | 856.43000 1712.86| 765.00000 1530.00| 700.00000 1400.00 SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0083 715-03584 1.000 EACH | 708.77000 708.77| 615.00000 615.00| 550.00000 550.00 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0084 715-04509 80.000 LFT | 42.27000 3381.60| 23.00000 1840.00| 60.00000 4800.00 TEMPORARY PIPE | | | 0085 715-04618 1.000 EACH | 1954.21000 1954.21| 1900.00000 1900.00| 1800.00000 1800.00 SAFETY METAL END SECTION, 6:1, 30 IN. | | | 0086 715-05048 1640.000 LFT | 14.24000 23353.60| 5.75000 9430.00| 7.00000 11480.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0087 715-05053 150.000 LFT | 53.94000 8091.00| 14.50000 2175.00| 20.00000 3000.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0088 715-05151 855.600 LFT | 38.58000 33009.05| 47.75000 40854.90| 58.00000 49624.80 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0089 715-05152 88.000 LFT | 34.73000 3056.24| 44.50000 3916.00| 43.00000 3784.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0090 715-05154 161.000 LFT | 37.73000 6074.53| 56.25000 9056.25| 54.00000 8694.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0091 715-05169 30.000 LFT | 33.71000 1011.30| 57.75000 1732.50| 30.00000 900.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -7 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 31-1323837 |( 3 ) 35-1461789 |CRIDER & CRIDER INC |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 715-05595 171.000 LFT | 60.79000 10395.09| 48.50000 8293.50| 38.00000 6498.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0093 715-05596 62.000 LFT | 61.16000 3791.92| 52.00000 3224.00| 41.00000 2542.00 PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0094 715-05597 12.000 LFT | 40.14000 481.68| 79.00000 948.00| 36.00000 432.00 PIPE EXTENSION, CIRCULAR, 24 IN. , TYPE | | | 1, RCP | | | 0095 715-05756 71.000 LFT | 56.45000 4007.95| 60.00000 4260.00| 25.00000 1775.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0096 715-05889 25.000 LFT | 77.28000 1932.00| 148.00000 3700.00| 60.00000 1500.00 PIPE EXTENSION, CIRCULAR, 30 IN. | | | 0097 715-07093 2.000 EACH | 427.46000 854.92| 1110.00000 2220.00| 1800.00000 3600.00 SAFETY METAL END SECTION, 4:1, MIN AREA | | | 11.6 SFT | | | 0098 715-46000 4.000 EACH | 593.86000 2375.44| 250.00000 1000.00| 400.00000 1600.00 PIPE END SECTION, 12 IN. | | | 0099 715-46005 12.000 EACH | 593.86000 7126.32| 335.00000 4020.00| 420.00000 5040.00 PIPE END SECTION, 15 IN. | | | 0100 715-46010 5.000 EACH | 628.53000 3142.65| 370.00000 1850.00| 400.00000 2000.00 PIPE END SECTION, 18 IN. | | | 0101 715-46020 6.000 EACH | 785.14000 4710.84| 445.00000 2670.00| 460.00000 2760.00 PIPE END SECTION, 24 IN. | | | 0102 715-91361 326.000 LFT | 21.27000 6934.02| 13.75000 4482.50| 10.00000 3260.00 PIPE, PVC, 6 IN. | | | 0103 715-97607 1.000 EACH | 1004.08000 1004.08| 680.00000 680.00| 550.00000 550.00 PIPE END SECTION, MIN. AREA 4.5 SQ. FT. | | | 0104 718-06526 77.000 TON | 85.79000 6605.83| 90.00000 6930.00| 82.00000 6314.00 HMA FOR UNDERDRAINS | | | 0105 718-06529 12.000 EACH | 657.41000 7888.92| 270.00000 3240.00| 500.00000 6000.00 OUTLET PROTECTOR, 2 | | | 0106 718-06532 400.000 LFT | 6.63000 2652.00| 7.00000 2800.00| 7.00000 2800.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0107 718-52610 135.000 CYS | 56.70000 7654.50| 52.00000 7020.00| 27.00000 3645.00 AGGREGATE FOR UNDERDRAINS | | | 0108 718-99153 1214.000 SYS | 1.12000 1359.68| 1.15000 1396.10| 2.00000 2428.00 GEOTEXTILES FOR UNDERDRAIN | | | 0109 720-01894 1.000 EACH | 474.10000 474.10| 815.00000 815.00| 1000.00000 1000.00 CASTING, FURNISH AND ADJUST TO GRADE , | | | FLAT CASTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -8 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 31-1323837 |( 3 ) 35-1461789 |CRIDER & CRIDER INC |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0110 720-02609 1.000 EACH | 2320.81000 2320.81| 3300.00000 3300.00| 2600.00000 2600.00 MANHOLE, H2 | | | 0111 720-45065 2.000 EACH | 3832.40000 7664.80| 2800.00000 5600.00| 3400.00000 6800.00 INLET, N12 , MODIFIED DEPTH | | | 0112 720-45070 2.000 EACH | 2697.90000 5395.80| 1800.00000 3600.00| 2450.00000 4900.00 INLET, P12A | | | 0113 720-45070 9.000 EACH | 2583.38000 23250.42| 1790.00000 16110.00| 2440.00000 21960.00 INLET, P12A , MODIFIED DEPTH | | | 0114 720-45405 2.000 EACH | 1419.28000 2838.56| 2700.00000 5400.00| 2160.00000 4320.00 MANHOLE, B4 | | | 0115 720-90129 3.000 EACH | 2339.13000 7017.39| 3750.00000 11250.00| 3100.00000 9300.00 MANHOLE, J2 | | | 0116 720-95101 1.000 EACH | 5459.15000 5459.15| 7150.00000 7150.00| 6300.00000 6300.00 MANHOLE, L2 | | | 0117 720-97958 2.000 EACH | 2707.59000 5415.18| 5250.00000 10500.00| 3560.00000 7120.00 MANHOLE, K2 | | | 0118 801-01093 8.000 EACH | 1326.72000 10613.76| 1745.00000 13960.00| 890.00000 7120.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0119 801-03290 4.000 EACH | 206.75000 827.00| 235.00000 940.00| 210.00000 840.00 CONSTRUCTION SIGN, C | | | 0120 801-04308 1.000 EACH | 331.68000 331.68| 590.00000 590.00| 550.00000 550.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0121 801-06207 5200.000 LFT | 1.02000 5304.00| 2.40000 12480.00| 0.90000 4680.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0122 801-06625 14.000 EACH | 98.40000 1377.60| 178.00000 2492.00| 158.00000 2212.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0123 801-06640 91.000 EACH | 220.01000 20020.91| 220.00000 20020.00| 189.00000 17199.00 CONSTRUCTION SIGN, A | | | 0124 801-06645 21.000 EACH | 60.81000 1277.01| 113.00000 2373.00| 32.00000 672.00 CONSTRUCTION SIGN, B | | | 0125 801-06646 2400.000 LFT | 27.45000 65880.00| 25.10000 60240.00| 24.00000 57600.00 TEMPORARY CONCRETE BARRIER | | | 0126 801-06710 300.000 DAY | 15.48000 4644.00| 14.25000 4275.00| 8.00000 2400.00 FLASHING ARROW SIGN | | | 0127 801-06775 LUMP | 27469.85000 27469.85| 18500.00000 18500.00| 60000.00000 60000.00 MAINTAINING TRAFFIC | | | 0128 801-07118 60.000 LFT | 13.27000 796.20| 14.00000 840.00| 16.00000 960.00 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -9 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 31-1323837 |( 3 ) 35-1461789 |CRIDER & CRIDER INC |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0129 801-07119 126.000 LFT | 14.37000 1810.62| 16.00000 2016.00| 16.00000 2016.00 BARRICADE, III-B | | | 0130 801-08401 483.000 LFT | 23.63000 11413.29| 31.00000 14973.00| 29.00000 14007.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 TL-3 | | | 0131 801-09133 2.000 EACH | 11719.38000 23438.76| 11700.00000 23400.00| 8400.00000 16800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0132 801-09282 288.000 SFT | 30.96000 8916.48| 30.00000 8640.00| 30.00000 8640.00 TEMPORARY PANEL SIGNS | | | 0133 801-52818 2.000 EACH | 115.56000 231.12| 21200.00000 42400.00| 28000.00000 56000.00 TEMPORARY CROSSOVER, A | | | 0134 802-05701 50.000 LFT | 17.69000 884.50| 19.00000 950.00| 20.00000 1000.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0135 802-96248 80.000 LFT | 5.00000 400.00| 30.00000 2400.00| 13.00000 1040.00 POST, WOOD, 4 IN. X 4 IN. | | | 0136 802-99058 40.000 EACH | 71.86000 2874.40| 77.00000 3080.00| 70.00000 2800.00 SHEET SIGN, INSTALL | | | 0137 804-06770 3.000 EACH | 24.32000 72.96| 26.00000 78.00| 25.00000 75.00 DELINEATOR POST | | | 0138 808-06711 315.000 LFT | 0.53000 166.95| 0.60000 189.00| 0.40000 126.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0139 808-06713 2500.000 LFT | 0.31000 775.00| 0.35000 875.00| 0.40000 1000.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0140 808-06714 1250.000 LFT | 0.53000 662.50| 0.58000 725.00| 0.40000 500.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0141 808-06716 3900.000 LFT | 0.53000 2067.00| 0.58000 2262.00| 0.35000 1365.00 LINE, REMOVE | | | 0142 808-75996 45.000 EACH | 28.25000 1271.25| 31.00000 1395.00| 28.00000 1260.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0143 808-75998 45.000 EACH | 61.89000 2785.05| 66.50000 2992.50| 61.00000 2745.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0144 801-07024 1.000 EACH | 8513.13000 8513.13| 9200.00000 9200.00| 8085.00000 8085.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | SECTION TOTALS | $ 2,219,173.16| $ 2,239,918.48| $ 2,272,179.65 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,219,173.16| $ 2,239,918.48| $ 2,272,179.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -10 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1487672 |( 5 ) 35-1357381 |( 6 ) 35-1917625 |MAC CONSTRUCTION & EXCAVATIN |O`MARA DAVE CONTRACTOR |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE WORK | | | 0001 105-06845 LUMP | 29100.00000 29100.00| 15000.00000 15000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 138.00000 414.00| 86.43000 259.29| 100.00000 300.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 138.00000 3312.00| 86.44000 2074.56| 75.00000 1800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 110-01001 LUMP | 85000.00000 85000.00| 115000.00000 115000.00| 140000.00000 140000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 140000.00000 140000.00| 92000.00000 92000.00| 69398.01000 69398.01 CLEARING RIGHT OF WAY | | | 0012 202-02240 2910.000 SYS | 2.00000 5820.00| 13.00000 37830.00| 12.00000 34920.00 PAVEMENT REMOVAL | | | 0013 202-02241 1043.750 LFT | 1.75000 1826.56| 2.00000 2087.50| 1.75000 1826.56 GUARDRAIL, REMOVE | | | 0014 202-02245 25.000 EACH | 150.00000 3750.00| 172.87000 4321.75| 300.00000 7500.00 TREE, 6 IN., REMOVE | | | 0015 202-02250 55.000 EACH | 250.00000 13750.00| 288.12000 15846.60| 410.00000 22550.00 TREE, 10 IN., REMOVE | | | 0016 202-02255 33.000 EACH | 450.00000 14850.00| 518.61000 17114.13| 800.00000 26400.00 TREE, 18 IN., REMOVE | | | 0017 202-02260 13.000 EACH | 750.00000 9750.00| 864.35000 11236.55| 1800.00000 23400.00 TREE, 30 IN., REMOVE | | | 0018 202-02265 9.000 EACH | 1200.00000 10800.00| 1300.00000 11700.00| 2200.00000 19800.00 TREE, 48 IN., REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -11 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1487672 |( 5 ) 35-1357381 |( 6 ) 35-1917625 |MAC CONSTRUCTION & EXCAVATIN |O`MARA DAVE CONTRACTOR |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-02270 4.000 EACH | 1500.00000 6000.00| 1600.00000 6400.00| 2800.00000 11200.00 TREE, 60 IN., REMOVE | | | 0020 202-02272 50.000 LFT | 13.30000 665.00| 12.48000 624.00| 80.00000 4000.00 PAVED SIDE DITCH, REMOVE | | | 0021 202-04089 40.000 EACH | 30.00000 1200.00| 34.57000 1382.80| 30.00000 1200.00 SIGN, SHEET, REMOVE , AND RESET | | | 0022 202-93741 16.000 EACH | 306.00000 4896.00| 161.35000 2581.60| 140.00000 2240.00 GUARD RAIL END TREATMENT, REMOVE | | | 0023 202-99187 100.000 LFT | 5.50000 550.00| 3.88000 388.00| 5.50000 550.00 FENCE, FARM FIELD, REMOVE | | | 0024 203-02000 19899.100 CYS | 5.10000 101485.41| 9.00000 179091.90| 18.00000 358183.80 EXCAVATION, COMMON | | | 0025 203-02070 14962.000 CYS | 2.50000 37405.00| 14.00000 209468.00| 22.00000 329164.00 BORROW | | | 0026 205-06930 19.000 TON | 79.00000 1501.00| 100.00000 1900.00| 220.00000 4180.00 SPLASHPAD, RIPRAP | | | 0027 205-06931 105.000 TON | 55.00000 5775.00| 65.00000 6825.00| 50.00000 5250.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0028 205-06933 17.000 EACH | 97.25000 1653.25| 110.00000 1870.00| 98.00000 1666.00 TEMPORARY DITCH INLET PROTECTION | | | 0029 205-06937 3496.000 LFT | 1.27000 4439.92| 2.50000 8740.00| 7.00000 24472.00 TEMPORARY SILT FENCE | | | 0030 206-51220 500.000 CYS | 17.00000 8500.00| 20.00000 10000.00| 20.00000 10000.00 EXCAVATION, WET | | | 0031 207-08263 4410.000 SYS | 14.80000 65268.00| 6.00000 26460.00| 12.00000 52920.00 SUBGRADE TREATMENT, TYPE IA | | | 0032 211-02060 18.000 CYS | 30.00000 540.00| 17.00000 306.00| 30.00000 540.00 B BORROW FOR STRUCTURE BACKFILL | | | 0033 211-09265 129.000 CYS | 47.25000 6095.25| 31.82000 4104.78| 36.00000 4644.00 STRUCTURE BACKFILL, TYPE 2 | | | 0034 213-08058 50.000 CYS | 111.00000 5550.00| 84.28000 4214.00| 122.00000 6100.00 FLOWABLE BACKFILL , NON REMOVABLE | | | UNDISTRIBUTED | | | 0035 303-01180 2154.000 TON | 25.40000 54711.60| 18.00000 38772.00| 35.00000 75390.00 COMPACTED AGGREGATE, NO. 53 | | | 0036 306-08038 750.000 SYS | 4.84000 3630.00| 6.56000 4920.00| 8.00000 6000.00 MILLING, ASPHALT, 4 IN. | | | 0037 306-08043 1200.000 SYS | 5.04000 6048.00| 5.62000 6744.00| 8.00000 9600.00 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -12 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1487672 |( 5 ) 35-1357381 |( 6 ) 35-1917625 |MAC CONSTRUCTION & EXCAVATIN |O`MARA DAVE CONTRACTOR |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 401-05467 750.000 LFT | 4.50000 3375.00| 8.21000 6157.50| 8.00000 6000.00 MILLED HMA CORRUGATIONS | | | 0039 401-06264 LUMP | 1000.00000 1000.00| 1382.96000 1382.96| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0040 401-08333 340.000 TON | 68.00000 23120.00| 80.80000 27472.00| 72.00000 24480.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0041 402-07453 2340.000 TON | 67.75000 158535.00| 92.00000 215280.00| 64.00000 149760.00 HMA FOR TEMPORARY PAVEMENT | | | 0042 402-07784 344.000 TON | 100.00000 34400.00| 100.00000 34400.00| 99.00000 34056.00 HMA SURFACE, TYPE D | | | 0043 402-07785 405.000 TON | 69.00000 27945.00| 75.00000 30375.00| 76.00000 30780.00 HMA INTERMEDIATE, TYPE D | | | 0044 402-07786 1280.000 TON | 71.00000 90880.00| 69.00000 88320.00| 55.00000 70400.00 HMA BASE, TYPE D | | | 0045 406-05520 4.500 TON | 600.00000 2700.00| 460.99000 2074.46| 315.00000 1417.50 ASPHALT FOR TACK COAT | | | 0046 601-01625 2.000 EACH | 1360.00000 2720.00| 1450.00000 2900.00| 1360.00000 2720.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0047 601-01626 1.000 EACH | 1360.00000 1360.00| 1450.00000 1450.00| 1360.00000 1360.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0048 601-01839 2.000 EACH | 1600.00000 3200.00| 1700.00000 3400.00| 1600.00000 3200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0049 601-01846 1.000 EACH | 1450.00000 1450.00| 1550.00000 1550.00| 1450.00000 1450.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0050 601-02103 56.250 LFT | 22.00000 1237.50| 25.35000 1425.94| 22.00000 1237.50 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0051 601-02625 6.000 EACH | 2340.00000 14040.00| 2500.00000 15000.00| 2340.00000 14040.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2, MODIFIED , FOR TYPE M SYSTEM | | | 0052 601-05399 LUMP | 17222.00000 17222.00| 18000.00000 18000.00| 30000.00000 30000.00 GUARDRAIL , SYSTEM, BULLNOSE | | | 0053 601-05586 1.000 EACH | 1860.00000 1860.00| 2000.00000 2000.00| 1860.00000 1860.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -13 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1487672 |( 5 ) 35-1357381 |( 6 ) 35-1917625 |MAC CONSTRUCTION & EXCAVATIN |O`MARA DAVE CONTRACTOR |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 601-05999 5.000 EACH | 55.00000 275.00| 60.00000 300.00| 55.00000 275.00 CURVED TERMINAL END | | | 0055 601-06035 3375.000 LFT | 5.30000 17887.50| 6.00000 20250.00| 5.30000 17887.50 GUARDRAIL, RESET | | | 0056 601-06038 1.000 EACH | 2400.00000 2400.00| 2550.00000 2550.00| 2400.00000 2400.00 GUARDRAIL END TREATMENT, II | | | 0058 601-94689 13.000 EACH | 2325.00000 30225.00| 2500.00000 32500.00| 3800.00000 49400.00 GUARDRAIL END TREATMENT, OS | | | 0059 601-94690 2.000 EACH | 3800.00000 7600.00| 4025.00000 8050.00| 5000.00000 10000.00 GUARDRAIL END TREATMENT, MS | | | 0060 601-97774 1.000 EACH | 900.00000 900.00| 1000.00000 1000.00| 900.00000 900.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0061 601-99105 20912.500 LFT | 16.55000 346101.88| 17.50000 365968.75| 16.55000 346101.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0062 601-99108 100.000 LFT | 25.00000 2500.00| 28.81000 2881.00| 25.00000 2500.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0063 603-01932 845.000 LFT | 23.25000 19646.25| 25.00000 21125.00| 23.25000 19646.25 FENCE, CHAIN LINK, 96 IN. | | | 0064 610-07788 100.000 TON | 120.00000 12000.00| 115.00000 11500.00| 135.00000 13500.00 HMA FOR APPROACHES, TYPE D | | | 0065 611-08232 8.000 EACH | 185.00000 1480.00| 200.00000 1600.00| 185.00000 1480.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0066 611-08233 1.000 EACH | 265.00000 265.00| 280.00000 280.00| 265.00000 265.00 MAILBOX ASSEMBLY, DOUBLE, RESET | | | 0067 616-02320 4843.000 SYS | 3.60000 17434.80| 1.75000 8475.25| 1.35000 6538.05 GEOTEXTILES | | | 0068 616-05688 840.000 TON | 48.30000 40572.00| 35.00000 29400.00| 52.00000 43680.00 RIPRAP, CLASS 1 | | | 0069 616-06405 387.000 TON | 47.60000 18421.20| 34.00000 13158.00| 75.00000 29025.00 RIPRAP, REVETMENT | | | 0070 616-06451 525.000 TON | 42.20000 22155.00| 33.00000 17325.00| 54.00000 28350.00 RIPRAP, UNIFORM | | | 0071 621-01004 11.000 EACH | 250.00000 2750.00| 275.00000 3025.00| 250.00000 2750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0072 621-02363 12000.000 SYS | 0.27000 3240.00| 0.31000 3720.00| 0.30000 3600.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -14 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1487672 |( 5 ) 35-1357381 |( 6 ) 35-1917625 |MAC CONSTRUCTION & EXCAVATIN |O`MARA DAVE CONTRACTOR |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 621-02770 4925.000 SYS | 1.58000 7781.50| 1.82000 8963.50| 1.60000 7880.00 EROSION CONTROL BLANKET | | | 0074 621-06559 37640.000 SYS | 0.35000 13174.00| 0.40000 15056.00| 0.35000 13174.00 MULCHED SEEDING, R | | | 0075 621-06567 1.000 kGAL | 50.00000 50.00| 57.62000 57.62| 50.00000 50.00 WATER | | | 0076 621-06575 1992.000 SYS | 2.82000 5617.44| 3.25000 6474.00| 3.00000 5976.00 SODDING, NURSERY | | | 0077 628-09403 8.000 MOS | 1630.00000 13040.00| 1567.36000 12538.88| 2200.00000 17600.00 FIELD OFFICE, C | | | 0078 715-02397 3.000 EACH | 1540.00000 4620.00| 2672.08000 8016.24| 2090.00000 6270.00 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0079 715-02628 8.000 EACH | 804.00000 6432.00| 1136.50000 9092.00| 1400.00000 11200.00 SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0080 715-02630 1.000 EACH | 914.00000 914.00| 1482.23000 1482.23| 1600.00000 1600.00 SAFETY METAL END SECTION, 6:1, 24 IN. | | | 0081 715-03475 2.000 EACH | 803.00000 1606.00| 963.63000 1927.26| 1370.00000 2740.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0082 715-03476 2.000 EACH | 815.00000 1630.00| 1496.65000 2993.30| 1550.00000 3100.00 SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0083 715-03584 1.000 EACH | 803.00000 803.00| 1194.12000 1194.12| 1400.00000 1400.00 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0084 715-04509 80.000 LFT | 53.00000 4240.00| 32.52000 2601.60| 56.00000 4480.00 TEMPORARY PIPE | | | 0085 715-04618 1.000 EACH | 2680.00000 2680.00| 2165.73000 2165.73| 2053.00000 2053.00 SAFETY METAL END SECTION, 6:1, 30 IN. | | | 0086 715-05048 1640.000 LFT | 8.70000 14268.00| 2.13000 3493.20| 8.00000 13120.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0087 715-05053 150.000 LFT | 22.50000 3375.00| 50.24000 7536.00| 48.00000 7200.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0088 715-05151 855.600 LFT | 63.50000 54330.60| 43.78000 37458.17| 47.00000 40213.20 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0089 715-05152 88.000 LFT | 64.50000 5676.00| 45.51000 4004.88| 93.00000 8184.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0090 715-05154 161.000 LFT | 74.00000 11914.00| 90.34000 14544.74| 94.00000 15134.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0091 715-05169 30.000 LFT | 41.80000 1254.00| 45.65000 1369.50| 150.00000 4500.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0092 715-05595 171.000 LFT | 72.50000 12397.50| 85.21000 14570.91| 38.00000 6498.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -15 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1487672 |( 5 ) 35-1357381 |( 6 ) 35-1917625 |MAC CONSTRUCTION & EXCAVATIN |O`MARA DAVE CONTRACTOR |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 715-05596 62.000 LFT | 73.40000 4550.80| 113.35000 7027.70| 99.00000 6138.00 PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0094 715-05597 12.000 LFT | 74.00000 888.00| 99.85000 1198.20| 120.00000 1440.00 PIPE EXTENSION, CIRCULAR, 24 IN. , TYPE | | | 1, RCP | | | 0095 715-05756 71.000 LFT | 62.00000 4402.00| 83.21000 5907.91| 113.00000 8023.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0096 715-05889 25.000 LFT | 105.00000 2625.00| 88.51000 2212.75| 105.00000 2625.00 PIPE EXTENSION, CIRCULAR, 30 IN. | | | 0097 715-07093 2.000 EACH | 1338.00000 2676.00| 3663.94000 7327.88| 2800.00000 5600.00 SAFETY METAL END SECTION, 4:1, MIN AREA | | | 11.6 SFT | | | 0098 715-46000 4.000 EACH | 736.00000 2944.00| 394.08000 1576.32| 1350.00000 5400.00 PIPE END SECTION, 12 IN. | | | 0099 715-46005 12.000 EACH | 736.00000 8832.00| 401.67000 4820.04| 1370.00000 16440.00 PIPE END SECTION, 15 IN. | | | 0100 715-46010 5.000 EACH | 790.00000 3950.00| 411.20000 2056.00| 1400.00000 7000.00 PIPE END SECTION, 18 IN. | | | 0101 715-46020 6.000 EACH | 871.00000 5226.00| 585.46000 3512.76| 1450.00000 8700.00 PIPE END SECTION, 24 IN. | | | 0102 715-91361 326.000 LFT | 21.00000 6846.00| 22.73000 7409.98| 39.00000 12714.00 PIPE, PVC, 6 IN. | | | 0103 715-97607 1.000 EACH | 869.00000 869.00| 775.63000 775.63| 1550.00000 1550.00 PIPE END SECTION, MIN. AREA 4.5 SQ. FT. | | | 0104 718-06526 77.000 TON | 92.00000 7084.00| 115.25000 8874.25| 95.00000 7315.00 HMA FOR UNDERDRAINS | | | 0105 718-06529 12.000 EACH | 670.00000 8040.00| 548.92000 6587.04| 965.00000 11580.00 OUTLET PROTECTOR, 2 | | | 0106 718-06532 400.000 LFT | 6.00000 2400.00| 6.91000 2764.00| 6.00000 2400.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0107 718-52610 135.000 CYS | 29.54000 3987.90| 38.64000 5216.40| 65.00000 8775.00 AGGREGATE FOR UNDERDRAINS | | | 0108 718-99153 1214.000 SYS | 2.95000 3581.30| 0.94000 1141.16| 1.00000 1214.00 GEOTEXTILES FOR UNDERDRAIN | | | 0109 720-01894 1.000 EACH | 1335.00000 1335.00| 751.08000 751.08| 700.00000 700.00 CASTING, FURNISH AND ADJUST TO GRADE , | | | FLAT CASTING | | | 0110 720-02609 1.000 EACH | 5400.00000 5400.00| 2338.45000 2338.45| 2680.00000 2680.00 MANHOLE, H2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -16 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1487672 |( 5 ) 35-1357381 |( 6 ) 35-1917625 |MAC CONSTRUCTION & EXCAVATIN |O`MARA DAVE CONTRACTOR |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 720-45065 2.000 EACH | 1960.00000 3920.00| 3647.39000 7294.78| 4025.00000 8050.00 INLET, N12 , MODIFIED DEPTH | | | 0112 720-45070 2.000 EACH | 1590.00000 3180.00| 2384.05000 4768.10| 2925.00000 5850.00 INLET, P12A | | | 0113 720-45070 9.000 EACH | 2000.00000 18000.00| 2503.21000 22528.89| 2975.00000 26775.00 INLET, P12A , MODIFIED DEPTH | | | 0114 720-45405 2.000 EACH | 3255.00000 6510.00| 1602.91000 3205.82| 2100.00000 4200.00 MANHOLE, B4 | | | 0115 720-90129 3.000 EACH | 4600.00000 13800.00| 2375.79000 7127.37| 2700.00000 8100.00 MANHOLE, J2 | | | 0116 720-95101 1.000 EACH | 7745.00000 7745.00| 5663.56000 5663.56| 5750.00000 5750.00 MANHOLE, L2 | | | 0117 720-97958 2.000 EACH | 5050.00000 10100.00| 2937.73000 5875.46| 3265.00000 6530.00 MANHOLE, K2 | | | 0118 801-01093 8.000 EACH | 1470.00000 11760.00| 979.60000 7836.80| 850.00000 6800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0119 801-03290 4.000 EACH | 195.00000 780.00| 230.49000 921.96| 200.00000 800.00 CONSTRUCTION SIGN, C | | | 0120 801-04308 1.000 EACH | 495.00000 495.00| 576.23000 576.23| 500.00000 500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0121 801-06207 5200.000 LFT | 2.15000 11180.00| 0.95000 4940.00| 0.82000 4264.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0122 801-06625 14.000 EACH | 150.00000 2100.00| 172.87000 2420.18| 150.00000 2100.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0123 801-06640 91.000 EACH | 185.00000 16835.00| 200.00000 18200.00| 180.00000 16380.00 CONSTRUCTION SIGN, A | | | 0124 801-06645 21.000 EACH | 95.00000 1995.00| 34.57000 725.97| 30.00000 630.00 CONSTRUCTION SIGN, B | | | 0125 801-06646 2400.000 LFT | 40.00000 96000.00| 22.00000 52800.00| 23.00000 55200.00 TEMPORARY CONCRETE BARRIER | | | 0126 801-06710 300.000 DAY | 12.00000 3600.00| 7.49000 2247.00| 6.50000 1950.00 FLASHING ARROW SIGN | | | 0127 801-06775 LUMP | 169000.00000 169000.00| 37000.00000 37000.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0128 801-07118 60.000 LFT | 11.50000 690.00| 16.00000 960.00| 15.00000 900.00 BARRICADE, III-A | | | 0129 801-07119 126.000 LFT | 13.25000 1669.50| 16.00000 2016.00| 15.00000 1890.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -17 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1487672 |( 5 ) 35-1357381 |( 6 ) 35-1917625 |MAC CONSTRUCTION & EXCAVATIN |O`MARA DAVE CONTRACTOR |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 801-08401 483.000 LFT | 25.00000 12075.00| 32.00000 15456.00| 23.00000 11109.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 TL-3 | | | 0131 801-09133 2.000 EACH | 9850.00000 19700.00| 8500.00000 17000.00| 8000.00000 16000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0132 801-09282 288.000 SFT | 10.00000 2880.00| 23.05000 6638.40| 69.00000 19872.00 TEMPORARY PANEL SIGNS | | | 0133 801-52818 2.000 EACH | 19200.00000 38400.00| 9800.00000 19600.00| 35000.00000 70000.00 TEMPORARY CROSSOVER, A | | | 0134 802-05701 50.000 LFT | 16.00000 800.00| 17.00000 850.00| 16.00000 800.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0135 802-96248 80.000 LFT | 12.00000 960.00| 13.83000 1106.40| 40.00000 3200.00 POST, WOOD, 4 IN. X 4 IN. | | | 0136 802-99058 40.000 EACH | 65.00000 2600.00| 70.00000 2800.00| 65.00000 2600.00 SHEET SIGN, INSTALL | | | 0137 804-06770 3.000 EACH | 22.00000 66.00| 25.36000 76.08| 22.00000 66.00 DELINEATOR POST | | | 0138 808-06711 315.000 LFT | 0.65000 204.75| 0.40000 126.00| 0.35000 110.25 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0139 808-06713 2500.000 LFT | 0.65000 1625.00| 0.40000 1000.00| 0.35000 875.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0140 808-06714 1250.000 LFT | 0.65000 812.50| 0.40000 500.00| 0.35000 437.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0141 808-06716 3900.000 LFT | 0.75000 2925.00| 0.35000 1365.00| 0.30000 1170.00 LINE, REMOVE | | | 0142 808-75996 45.000 EACH | 25.55000 1149.75| 29.45000 1325.25| 30.00000 1350.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0143 808-75998 45.000 EACH | 56.00000 2520.00| 64.52000 2903.40| 47.00000 2115.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0144 801-07024 1.000 EACH | 10300.00000 10300.00| 8300.00000 8300.00| 7700.00000 7700.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | SECTION TOTALS | $ 2,283,007.66| $ 2,326,756.40| $ 2,885,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,283,007.66| $ 2,326,756.40| $ 2,885,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -18 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE WORK | | | 0001 105-06845 LUMP | 13200.00000 13200.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 100.00000 300.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 100.00000 2400.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0010 110-01001 LUMP | 118501.08000 118501.08| | MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 39720.00000 39720.00| | CLEARING RIGHT OF WAY | | | 0012 202-02240 2910.000 SYS | 7.50000 21825.00| | PAVEMENT REMOVAL | | | 0013 202-02241 1043.750 LFT | 1.75000 1826.56| | GUARDRAIL, REMOVE | | | 0014 202-02245 25.000 EACH | 315.00000 7875.00| | TREE, 6 IN., REMOVE | | | 0015 202-02250 55.000 EACH | 450.00000 24750.00| | TREE, 10 IN., REMOVE | | | 0016 202-02255 33.000 EACH | 550.00000 18150.00| | TREE, 18 IN., REMOVE | | | 0017 202-02260 13.000 EACH | 950.00000 12350.00| | TREE, 30 IN., REMOVE | | | 0018 202-02265 9.000 EACH | 1200.00000 10800.00| | TREE, 48 IN., REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -19 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-02270 4.000 EACH | 2350.00000 9400.00| | TREE, 60 IN., REMOVE | | | 0020 202-02272 50.000 LFT | 22.00000 1100.00| | PAVED SIDE DITCH, REMOVE | | | 0021 202-04089 40.000 EACH | 71.68000 2867.20| | SIGN, SHEET, REMOVE , AND RESET | | | 0022 202-93741 16.000 EACH | 140.00000 2240.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0023 202-99187 100.000 LFT | 5.50000 550.00| | FENCE, FARM FIELD, REMOVE | | | 0024 203-02000 19899.100 CYS | 21.00000 417881.10| | EXCAVATION, COMMON | | | 0025 203-02070 14962.000 CYS | 21.00000 314202.00| | BORROW | | | 0026 205-06930 19.000 TON | 70.00000 1330.00| | SPLASHPAD, RIPRAP | | | 0027 205-06931 105.000 TON | 95.00000 9975.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0028 205-06933 17.000 EACH | 97.25000 1653.25| | TEMPORARY DITCH INLET PROTECTION | | | 0029 205-06937 3496.000 LFT | 4.25000 14858.00| | TEMPORARY SILT FENCE | | | 0030 206-51220 500.000 CYS | 32.00000 16000.00| | EXCAVATION, WET | | | 0031 207-08263 4410.000 SYS | 15.00000 66150.00| | SUBGRADE TREATMENT, TYPE IA | | | 0032 211-02060 18.000 CYS | 20.00000 360.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0033 211-09265 129.000 CYS | 30.00000 3870.00| | STRUCTURE BACKFILL, TYPE 2 | | | 0034 213-08058 50.000 CYS | 73.00000 3650.00| | FLOWABLE BACKFILL , NON REMOVABLE | | | UNDISTRIBUTED | | | 0035 303-01180 2154.000 TON | 36.00000 77544.00| | COMPACTED AGGREGATE, NO. 53 | | | 0036 306-08038 750.000 SYS | 6.00000 4500.00| | MILLING, ASPHALT, 4 IN. | | | 0037 306-08043 1200.000 SYS | 5.50000 6600.00| | MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -20 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 401-05467 750.000 LFT | 8.00000 6000.00| | MILLED HMA CORRUGATIONS | | | 0039 401-06264 LUMP | 950.00000 950.00| | PROFILOGRAPH, HMA | | | 0040 401-08333 340.000 TON | 82.00000 27880.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0041 402-07453 2340.000 TON | 67.00000 156780.00| | HMA FOR TEMPORARY PAVEMENT | | | 0042 402-07784 344.000 TON | 100.00000 34400.00| | HMA SURFACE, TYPE D | | | 0043 402-07785 405.000 TON | 68.00000 27540.00| | HMA INTERMEDIATE, TYPE D | | | 0044 402-07786 1280.000 TON | 67.00000 85760.00| | HMA BASE, TYPE D | | | 0045 406-05520 4.500 TON | 400.00000 1800.00| | ASPHALT FOR TACK COAT | | | 0046 601-01625 2.000 EACH | 1360.00000 2720.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0047 601-01626 1.000 EACH | 1360.00000 1360.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0048 601-01839 2.000 EACH | 1600.00000 3200.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0049 601-01846 1.000 EACH | 1450.00000 1450.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0050 601-02103 56.250 LFT | 22.00000 1237.50| | GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0051 601-02625 6.000 EACH | 2340.00000 14040.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2, MODIFIED , FOR TYPE M SYSTEM | | | 0052 601-05399 LUMP | 13000.00000 13000.00| | GUARDRAIL , SYSTEM, BULLNOSE | | | 0053 601-05586 1.000 EACH | 1860.00000 1860.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -21 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 601-05999 5.000 EACH | 55.00000 275.00| | CURVED TERMINAL END | | | 0055 601-06035 3375.000 LFT | 5.30000 17887.50| | GUARDRAIL, RESET | | | 0056 601-06038 1.000 EACH | 2400.00000 2400.00| | GUARDRAIL END TREATMENT, II | | | 0058 601-94689 13.000 EACH | 2325.00000 30225.00| | GUARDRAIL END TREATMENT, OS | | | 0059 601-94690 2.000 EACH | 3800.00000 7600.00| | GUARDRAIL END TREATMENT, MS | | | 0060 601-97774 1.000 EACH | 900.00000 900.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0061 601-99105 20912.500 LFT | 16.55000 346101.88| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0062 601-99108 100.000 LFT | 25.00000 2500.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0063 603-01932 845.000 LFT | 23.25000 19646.25| | FENCE, CHAIN LINK, 96 IN. | | | 0064 610-07788 100.000 TON | 140.00000 14000.00| | HMA FOR APPROACHES, TYPE D | | | 0065 611-08232 8.000 EACH | 185.00000 1480.00| | MAILBOX ASSEMBLY, SINGLE, RESET | | | 0066 611-08233 1.000 EACH | 265.00000 265.00| | MAILBOX ASSEMBLY, DOUBLE, RESET | | | 0067 616-02320 4843.000 SYS | 1.70000 8233.10| | GEOTEXTILES | | | 0068 616-05688 840.000 TON | 70.00000 58800.00| | RIPRAP, CLASS 1 | | | 0069 616-06405 387.000 TON | 65.00000 25155.00| | RIPRAP, REVETMENT | | | 0070 616-06451 525.000 TON | 65.00000 34125.00| | RIPRAP, UNIFORM | | | 0071 621-01004 11.000 EACH | 250.00000 2750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0072 621-02363 12000.000 SYS | 0.30000 3600.00| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -22 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 621-02770 4925.000 SYS | 1.58000 7781.50| | EROSION CONTROL BLANKET | | | 0074 621-06559 37640.000 SYS | 4.16000 156582.40| | MULCHED SEEDING, R | | | 0075 621-06567 1.000 kGAL | 50.00000 50.00| | WATER | | | 0076 621-06575 1992.000 SYS | 7.50000 14940.00| | SODDING, NURSERY | | | 0077 628-09403 8.000 MOS | 3200.00000 25600.00| | FIELD OFFICE, C | | | 0078 715-02397 3.000 EACH | 2175.00000 6525.00| | SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0079 715-02628 8.000 EACH | 750.00000 6000.00| | SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0080 715-02630 1.000 EACH | 1170.00000 1170.00| | SAFETY METAL END SECTION, 6:1, 24 IN. | | | 0081 715-03475 2.000 EACH | 700.00000 1400.00| | SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0082 715-03476 2.000 EACH | 1070.00000 2140.00| | SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0083 715-03584 1.000 EACH | 1050.00000 1050.00| | SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0084 715-04509 80.000 LFT | 25.00000 2000.00| | TEMPORARY PIPE | | | 0085 715-04618 1.000 EACH | 2200.00000 2200.00| | SAFETY METAL END SECTION, 6:1, 30 IN. | | | 0086 715-05048 1640.000 LFT | 9.50000 15580.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0087 715-05053 150.000 LFT | 44.00000 6600.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0088 715-05151 855.600 LFT | 58.00000 49624.80| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0089 715-05152 88.000 LFT | 80.00000 7040.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0090 715-05154 161.000 LFT | 120.00000 19320.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0091 715-05169 30.000 LFT | 90.00000 2700.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0092 715-05595 171.000 LFT | 85.00000 14535.00| | PIPE EXTENSION, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -23 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 715-05596 62.000 LFT | 62.00000 3844.00| | PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0094 715-05597 12.000 LFT | 102.00000 1224.00| | PIPE EXTENSION, CIRCULAR, 24 IN. , TYPE | | | 1, RCP | | | 0095 715-05756 71.000 LFT | 60.00000 4260.00| | PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0096 715-05889 25.000 LFT | 91.00000 2275.00| | PIPE EXTENSION, CIRCULAR, 30 IN. | | | 0097 715-07093 2.000 EACH | 3000.00000 6000.00| | SAFETY METAL END SECTION, 4:1, MIN AREA | | | 11.6 SFT | | | 0098 715-46000 4.000 EACH | 325.00000 1300.00| | PIPE END SECTION, 12 IN. | | | 0099 715-46005 12.000 EACH | 350.00000 4200.00| | PIPE END SECTION, 15 IN. | | | 0100 715-46010 5.000 EACH | 365.00000 1825.00| | PIPE END SECTION, 18 IN. | | | 0101 715-46020 6.000 EACH | 415.00000 2490.00| | PIPE END SECTION, 24 IN. | | | 0102 715-91361 326.000 LFT | 25.00000 8150.00| | PIPE, PVC, 6 IN. | | | 0103 715-97607 1.000 EACH | 625.00000 625.00| | PIPE END SECTION, MIN. AREA 4.5 SQ. FT. | | | 0104 718-06526 77.000 TON | 100.00000 7700.00| | HMA FOR UNDERDRAINS | | | 0105 718-06529 12.000 EACH | 590.00000 7080.00| | OUTLET PROTECTOR, 2 | | | 0106 718-06532 400.000 LFT | 6.00000 2400.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0107 718-52610 135.000 CYS | 80.00000 10800.00| | AGGREGATE FOR UNDERDRAINS | | | 0108 718-99153 1214.000 SYS | 4.50000 5463.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0109 720-01894 1.000 EACH | 880.00000 880.00| | CASTING, FURNISH AND ADJUST TO GRADE , | | | FLAT CASTING | | | 0110 720-02609 1.000 EACH | 4600.00000 4600.00| | MANHOLE, H2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -24 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 720-45065 2.000 EACH | 6000.00000 12000.00| | INLET, N12 , MODIFIED DEPTH | | | 0112 720-45070 2.000 EACH | 4700.00000 9400.00| | INLET, P12A | | | 0113 720-45070 9.000 EACH | 5100.00000 45900.00| | INLET, P12A , MODIFIED DEPTH | | | 0114 720-45405 2.000 EACH | 3800.00000 7600.00| | MANHOLE, B4 | | | 0115 720-90129 3.000 EACH | 5400.00000 16200.00| | MANHOLE, J2 | | | 0116 720-95101 1.000 EACH | 15000.00000 15000.00| | MANHOLE, L2 | | | 0117 720-97958 2.000 EACH | 8000.00000 16000.00| | MANHOLE, K2 | | | 0118 801-01093 8.000 EACH | 850.00000 6800.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0119 801-03290 4.000 EACH | 200.00000 800.00| | CONSTRUCTION SIGN, C | | | 0120 801-04308 1.000 EACH | 500.00000 500.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0121 801-06207 5200.000 LFT | 0.82000 4264.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0122 801-06625 14.000 EACH | 150.00000 2100.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0123 801-06640 91.000 EACH | 180.00000 16380.00| | CONSTRUCTION SIGN, A | | | 0124 801-06645 21.000 EACH | 30.00000 630.00| | CONSTRUCTION SIGN, B | | | 0125 801-06646 2400.000 LFT | 27.00000 64800.00| | TEMPORARY CONCRETE BARRIER | | | 0126 801-06710 300.000 DAY | 6.50000 1950.00| | FLASHING ARROW SIGN | | | 0127 801-06775 LUMP | 74000.00000 74000.00| | MAINTAINING TRAFFIC | | | 0128 801-07118 60.000 LFT | 15.00000 900.00| | BARRICADE, III-A | | | 0129 801-07119 126.000 LFT | 15.00000 1890.00| | BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/05/08 PAGE : 140 -25 TABULATION OF BIDS ROUTE : SR 37 CALL ORDER : 140 CONTRACT ID : R -29530-A COUNTIES : MORGAN LETTING DATE : 08/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 801-08401 483.000 LFT | 39.00000 18837.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 TL-3 | | | 0131 801-09133 2.000 EACH | 8000.00000 16000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0132 801-09282 288.000 SFT | 30.00000 8640.00| | TEMPORARY PANEL SIGNS | | | 0133 801-52818 2.000 EACH | 17500.00000 35000.00| | TEMPORARY CROSSOVER, A | | | 0134 802-05701 50.000 LFT | 28.00000 1400.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0135 802-96248 80.000 LFT | 28.00000 2240.00| | POST, WOOD, 4 IN. X 4 IN. | | | 0136 802-99058 40.000 EACH | 117.00000 4680.00| | SHEET SIGN, INSTALL | | | 0137 804-06770 3.000 EACH | 48.71000 146.13| | DELINEATOR POST | | | 0138 808-06711 315.000 LFT | 0.35000 110.25| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0139 808-06713 2500.000 LFT | 0.35000 875.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0140 808-06714 1250.000 LFT | 0.35000 437.50| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0141 808-06716 3900.000 LFT | 0.30000 1170.00| | LINE, REMOVE | | | 0142 808-75996 45.000 EACH | 5.00000 225.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0143 808-75998 45.000 EACH | 47.00000 2115.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0144 801-07024 1.000 EACH | 7700.00000 7700.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | SECTION TOTALS | $ 2,997,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,997,000.00| $ 0.00| $ ====================================================================================================================================