INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 120 -1 VENDOR RANKING CALL ORDER : 120 CONTRACT ID : IB-29520-A COUNTIES : MARSHALL LETTING DATE : 09/04/08 10:00 AM DISTRICT : 64 CONTRACT TIME : 09/11/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600358 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN INC $ 3,979,578.97 100.0000% 2 35-1374866 PRIMCO INC $ 4,486,252.69 112.7318% 3 36-2231526 WALSH CONSTR COMPANY $ 4,750,000.00 119.3594% 4 35-1068009 DYER CONSTRUCTION CO $ 4,935,532.03 124.0215% 5 35-1339168 LAPORTE CONSTRUCTION CO $ 5,271,213.06 132.4566% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 120 -2 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 120 CONTRACT ID : IB-29520-A COUNTIES : MARSHALL LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1374866 |( 3 ) 36-2231526 |PHEND & BROWN INC |PRIMCO INC |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 50000.00000 50000.00| 32900.00000 32900.00| 198009.74000 198009.74 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 198000.00000 198000.00| 224269.13000 224269.13| 237000.00000 237000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 79500.00000 79500.00| 89707.65000 89707.65| 96000.00000 96000.00 CLEARING RIGHT OF WAY | | | 0011 202-02271 2.000 EACH | 1500.00000 3000.00| 1200.00000 2400.00| 332.61000 665.22 HEADWALL, REMOVE | | | 0012 203-02000 25161.000 CYS | 6.50000 163546.50| 7.50000 188707.50| 14.00000 352254.00 EXCAVATION, COMMON | | | 0013 203-02070 121106.000 CYS | 7.50000 908295.00| 11.40000 1380608.40| 9.50000 1150507.00 BORROW | | | 0014 205-06931 165.000 TON | 63.00000 10395.00| 45.50000 7507.50| 33.50000 5527.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 13.000 EACH | 85.00000 1105.00| 85.00000 1105.00| 85.00000 1105.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06934 14.000 TON | 420.00000 5880.00| 420.00000 5880.00| 420.00000 5880.00 TEMPORARY MULCHING | | | 0017 205-06937 1175.000 LFT | 1.73000 2032.75| 2.75000 3231.25| 1.65000 1938.75 TEMPORARY SILT FENCE | | | 0018 206-51230 105.000 CYS | 150.00000 15750.00| 35.00000 3675.00| 10.45000 1097.25 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 120 -3 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 120 CONTRACT ID : IB-29520-A COUNTIES : MARSHALL LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1374866 |( 3 ) 36-2231526 |PHEND & BROWN INC |PRIMCO INC |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08264 20200.000 SYS | 3.50000 70700.00| 2.35000 47470.00| 1.99000 40198.00 SUBGRADE TREATMENT, TYPE II | | | 0020 211-02050 4846.000 CYS | 22.00000 106612.00| 27.00000 130842.00| 19.00000 92074.00 B BORROW | | | 0021 211-06467 72.000 CYS | 50.00000 3600.00| 90.00000 6480.00| 53.33000 3839.76 AGGREGATE FOR END BENT BACKFILL | | | 0022 211-09264 944.000 CYS | 18.00000 16992.00| 20.50000 19352.00| 18.15000 17133.60 STRUCTURE BACKFILL, TYPE 1 | | | 0023 211-09266 5017.000 CYS | 26.00000 130442.00| 27.00000 135459.00| 23.00000 115391.00 STRUCTURE BACKFILL, TYPE 3 | | | 0024 214-07202 1914.000 SYS | 3.50000 6699.00| 5.00000 9570.00| 2.62000 5014.68 GEOGRID, I | | | 0025 301-07448 10441.000 TON | 18.00000 187938.00| 19.25000 200989.25| 22.00000 229702.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 302-07455 79.000 CYS | 50.00000 3950.00| 95.00000 7505.00| 58.49000 4620.71 DENSE GRADED SUBBASE | | | 0027 306-08043 355.000 SYS | 10.30000 3656.50| 9.00000 3195.00| 10.70000 3798.50 MILLING, TRANSITION | | | 0028 401-07320 1442.000 TON | 78.00000 112476.00| 79.00000 113918.00| 78.83000 113672.86 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0029 401-07389 3336.000 TON | 64.00000 213504.00| 67.25000 224346.00| 63.06000 210368.16 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0030 404-05511 6700.000 SYS | 2.60000 17420.00| 1.25000 8375.00| 0.91000 6097.00 SEAL COAT, 2 | | | 0031 406-05520 4.600 TON | 954.00000 4388.40| 500.00000 2300.00| 105.10000 483.46 ASPHALT FOR TACK COAT | | | 0032 601-01522 4.000 EACH | 2095.00000 8380.00| 2000.00000 8000.00| 2000.00000 8000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-05999 2.000 EACH | 35.00000 70.00| 50.00000 100.00| 50.00000 100.00 CURVED TERMINAL END | | | 0034 601-06246 2.000 EACH | 13980.00000 27960.00| 13900.00000 27800.00| 13900.00000 27800.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0035 601-06454 1.000 EACH | 2800.00000 2800.00| 2150.00000 2150.00| 2150.00000 2150.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-3 , STAGE 2 | | | 0036 601-08434 1.000 EACH | 690.00000 690.00| 1000.00000 1000.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0037 601-94689 2.000 EACH | 2808.00000 5616.00| 2425.00000 4850.00| 2425.00000 4850.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 120 -4 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 120 CONTRACT ID : IB-29520-A COUNTIES : MARSHALL LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1374866 |( 3 ) 36-2231526 |PHEND & BROWN INC |PRIMCO INC |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 601-99105 712.500 LFT | 19.60000 13965.00| 18.10000 12896.25| 18.10000 12896.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0039 602-06729 16.000 EACH | 10.00000 160.00| 6.00000 96.00| 10.00000 160.00 BARRIER DELINEATOR | | | 0040 603-06040 1900.000 LFT | 5.60000 10640.00| 7.70000 14630.00| 4.86000 9234.00 FENCE, FARM FIELD, 47 IN. | | | 0041 605-06090 15.400 LFT | 50.00000 770.00| 120.00000 1848.00| 60.23000 927.54 CURB, INTEGRAL, CONCRETE , MODIFIED | | | 0042 605-06155 100.000 LFT | 30.00000 3000.00| 40.00000 4000.00| 40.92000 4092.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0043 609-06259 225.500 SYS | 110.00000 24805.00| 85.00000 19167.50| 51.26000 11559.13 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0044 610-07486 190.000 TON | 79.50000 15105.00| 83.00000 15770.00| 210.21000 39939.90 HMA FOR APPROACHES, TYPE A | | | 0045 611-06497 3.000 EACH | 130.00000 390.00| 190.50000 571.50| 150.00000 450.00 MAILBOX ASSEMBLY, SINGLE | | | 0046 615-06490 69.000 EACH | 120.00000 8280.00| 117.00000 8073.00| 117.00000 8073.00 RIGHT OF WAY MARKER | | | 0047 615-06505 11.000 EACH | 480.00000 5280.00| 600.00000 6600.00| 600.00000 6600.00 MONUMENT, B | | | 0048 615-06527 2.000 EACH | 350.00000 700.00| 530.00000 1060.00| 530.00000 1060.00 MONUMENT, SECTION CORNER | | | 0049 616-02320 1055.000 SYS | 2.60000 2743.00| 7.20000 7596.00| 3.19000 3365.45 GEOTEXTILES | | | 0050 616-06451 377.000 TON | 48.50000 18284.50| 47.00000 17719.00| 33.50000 12629.50 RIPRAP, UNIFORM | | | 0051 621-01004 3.000 EACH | 375.00000 1125.00| 375.00000 1125.00| 375.00000 1125.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-06545 4.400 TON | 1641.00000 7220.40| 1641.00000 7220.40| 1641.00000 7220.40 FERTILIZER | | | 0053 621-06553 1850.000 LBS | 2.80000 5180.00| 2.80000 5180.00| 2.80000 5180.00 SEED MIXTURE, R | | | 0054 621-06557 825.000 LBS | 2.40000 1980.00| 2.40000 1980.00| 2.40000 1980.00 SEED MIXTURE, T | | | 0055 621-06565 21.800 TON | 355.00000 7739.00| 355.00000 7739.00| 355.00000 7739.00 MULCHING MATERIAL | | | 0056 621-06567 150.000 kGAL | 1.00000 150.00| 1.00000 150.00| 1.00000 150.00 WATER , SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 120 -5 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 120 CONTRACT ID : IB-29520-A COUNTIES : MARSHALL LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1374866 |( 3 ) 36-2231526 |PHEND & BROWN INC |PRIMCO INC |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 621-06574 2948.000 SYS | 3.15000 9286.20| 3.15000 9286.20| 3.15000 9286.20 SODDING | | | 0058 628-09402 15.000 MOS | 2300.00000 34500.00| 1985.00000 29775.00| 3555.45000 53331.75 FIELD OFFICE, B | | | 0059 628-09407 15.000 MOS | 260.00000 3900.00| 230.00000 3450.00| 225.00000 3375.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1EACH | | | 0060 701-06011 2.000 EACH | 1500.00000 3000.00| 2300.00000 4600.00| 1176.82000 2353.64 DYNAMIC PILE LOAD TEST | | | 0061 701-06012 2.000 EACH | 1700.00000 3400.00| 1550.50000 3101.00| 784.55000 1569.10 TEST PILE, RESTRIKE , HP 12X74 | | | 0062 701-06027 2.000 EACH | 2200.00000 4400.00| 6750.00000 13500.00| 1176.82000 2353.64 TEST PILE , HP 12X74 | | | 0063 701-91792 35.000 EACH | 150.00000 5250.00| 160.00000 5600.00| 90.00000 3150.00 PILE TIP, STEEL H , HP 12X74 | | | 0064 701-95780 3318.000 LFT | 64.00000 212352.00| 70.00000 232260.00| 67.18000 222903.24 PILE, STEEL H, HP 12 X 74 | | | 0065 702-51005 101.400 CYS | 900.00000 91260.00| 575.00000 58305.00| 490.00000 49686.00 CONCRETE, A, SUBSTRUCTURE | | | 0066 702-51015 47.200 CYS | 600.00000 28320.00| 383.43000 18097.90| 360.00000 16992.00 CONCRETE, B, FOOTINGS | | | 0067 702-92857 29.900 CYS | 875.00000 26162.50| 680.00000 20332.00| 510.00000 15249.00 CONCRETE, C, SUBSTRUCTURE | | | 0068 703-51030 17065.000 LBS | 1.00000 17065.00| 1.35000 23037.75| 0.97000 16553.05 REINFORCING STEEL | | | 0069 703-51032 125998.000 LBS | 1.03000 129777.94| 1.10000 138597.80| 1.02000 128517.96 REINFORCING STEEL, EPOXY COATED | | | 0070 704-51002 394.400 CYS | 400.00000 157760.00| 605.00000 238612.00| 540.00000 212976.00 CONCRETE, C, SUPERSTRUCTURE | | | 0071 706-05732 4.000 EACH | 1200.00000 4800.00| 1550.00000 6200.00| 1873.97000 7495.88 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0072 706-51020 40.700 CYS | 440.00000 17908.00| 525.00000 21367.50| 500.00000 20350.00 CONCRETE, C, RAILING | | | 0073 707-08476 842.300 LFT | 400.00000 336920.00| 290.00000 244267.00| 450.00000 379035.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72 IN. X 48 IN. | | | 0074 709-51821 LUMP | 6000.00000 6000.00| 4502.79000 4502.79| 6000.00000 6000.00 SURFACE SEAL | | | 0075 715-02629 1.000 EACH | 800.00000 800.00| 2215.00000 2215.00| 518.73000 518.73 SAFETY METAL END SECTION, 6:1, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 120 -6 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 120 CONTRACT ID : IB-29520-A COUNTIES : MARSHALL LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1374866 |( 3 ) 36-2231526 |PHEND & BROWN INC |PRIMCO INC |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 715-03584 2.000 EACH | 1000.00000 2000.00| 1550.00000 3100.00| 518.75000 1037.50 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0077 715-05118 51.000 LFT | 25.00000 1275.00| 52.00000 2652.00| 28.33000 1444.83 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0078 715-05121 155.000 LFT | 34.00000 5270.00| 52.00000 8060.00| 36.65000 5680.75 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0079 715-05123 240.000 LFT | 42.00000 10080.00| 57.00000 13680.00| 44.21000 10610.40 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0080 715-05149 924.000 LFT | 26.00000 24024.00| 45.00000 41580.00| 24.61000 22739.64 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0081 715-05168 25.000 LFT | 25.00000 625.00| 55.00000 1375.00| 29.34000 733.50 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0082 715-05169 85.000 LFT | 27.00000 2295.00| 57.50000 4887.50| 31.50000 2677.50 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0083 715-05173 100.000 LFT | 42.00000 4200.00| 57.00000 5700.00| 44.58000 4458.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0084 715-05407 189.000 LFT | 8.00000 1512.00| 15.00000 2835.00| 1.63000 308.07 PIPE, END BENT DRAIN, 6 IN. | | | 0085 715-26764 1.000 EACH | 8000.00000 8000.00| 6835.00000 6835.00| 5290.71000 5290.71 GRATED BOX END SECTION, II, 10:1, 18 IN | | | 0086 715-46000 4.000 EACH | 250.00000 1000.00| 380.00000 1520.00| 318.31000 1273.24 PIPE END SECTION, 12 IN. | | | 0087 715-46005 4.000 EACH | 350.00000 1400.00| 550.00000 2200.00| 343.31000 1373.24 PIPE END SECTION, 15 IN. | | | 0088 715-46020 6.000 EACH | 650.00000 3900.00| 740.00000 4440.00| 661.62000 3969.72 PIPE END SECTION, 24 IN. | | | 0089 720-45275 4.000 EACH | 2500.00000 10000.00| 1590.00000 6360.00| 2003.24000 8012.96 PIPE CATCH BASIN, 24 IN. | | | 0090 731-93945 7505.000 SFT | 16.00000 120080.00| 16.00000 120080.00| 18.00000 135090.00 FACE PANELS, CONCRETE | | | 0091 731-93946 7505.000 SFT | 16.00000 120080.00| 10.00000 75050.00| 8.00000 60040.00 WALL ERECTION | | | 0092 731-93947 431.000 LFT | 35.00000 15085.00| 30.00000 12930.00| 25.00000 10775.00 LEVELING PAD, CONCRETE | | | 0093 801-03290 4.000 EACH | 185.00000 740.00| 169.00000 676.00| 185.00000 740.00 CONSTRUCTION SIGN, C | | | 0094 801-04308 8.000 EACH | 398.00000 3184.00| 200.00000 1600.00| 398.00000 3184.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0095 801-06625 45.000 EACH | 95.00000 4275.00| 70.00000 3150.00| 95.00000 4275.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 120 -7 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 120 CONTRACT ID : IB-29520-A COUNTIES : MARSHALL LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1374866 |( 3 ) 36-2231526 |PHEND & BROWN INC |PRIMCO INC |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 801-06640 52.000 EACH | 139.00000 7228.00| 135.00000 7020.00| 139.00000 7228.00 CONSTRUCTION SIGN, A | | | 0097 801-06645 4.000 EACH | 59.00000 236.00| 50.00000 200.00| 59.00000 236.00 CONSTRUCTION SIGN, B | | | 0098 801-06710 360.000 DAY | 4.95000 1782.00| 12.00000 4320.00| 4.96000 1785.60 FLASHING ARROW SIGN | | | 0099 801-06775 LUMP | 5724.00000 5724.00| 6906.33000 6906.33| 197327.80000 197327.80 MAINTAINING TRAFFIC | | | 0100 801-07024 2.000 EACH | 3985.00000 7970.00| 6900.00000 13800.00| 3985.00000 7970.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0101 801-07118 72.000 LFT | 9.25000 666.00| 20.00000 1440.00| 9.25000 666.00 BARRICADE, III-A | | | 0102 801-07119 192.000 LFT | 10.45000 2006.40| 20.00000 3840.00| 10.45000 2006.40 BARRICADE, III-B | | | 0103 801-08401 200.000 LFT | 45.00000 9000.00| 28.00000 5600.00| 16.44000 3288.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0104 801-09133 2.000 EACH | 4264.00000 8528.00| 2650.00000 5300.00| 4264.00000 8528.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0105 802-05702 125.000 LFT | 15.00000 1875.00| 10.60000 1325.00| 10.60000 1325.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0106 802-76025 63.750 SFT | 18.00000 1147.50| 22.05000 1405.69| 22.05000 1405.69 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0107 802-76035 16.000 SFT | 30.00000 480.00| 19.65000 314.40| 19.65000 314.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0108 808-03631 555.000 LFT | 3.10000 1720.50| 2.25000 1248.75| 2.25000 1248.75 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0109 808-03632 555.000 LFT | 3.10000 1720.50| 2.25000 1248.75| 2.25000 1248.75 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0110 808-06703 9605.000 LFT | 0.30000 2881.50| 0.30000 2881.50| 0.30000 2881.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0111 808-75245 9475.000 LFT | 0.30000 2842.50| 0.30000 2842.50| 0.30000 2842.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0112 808-75297 30.000 LFT | 19.75000 592.50| 5.00000 150.00| 5.00000 150.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 120 -8 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 120 CONTRACT ID : IB-29520-A COUNTIES : MARSHALL LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1374866 |( 3 ) 36-2231526 |PHEND & BROWN INC |PRIMCO INC |WALSH CONSTR COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 808-75998 124.000 EACH | 19.12000 2370.88| 28.00000 3472.00| 28.00000 3472.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,979,578.97| $ 4,486,252.69| $ 4,750,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,979,578.97| $ 4,486,252.69| $ 4,750,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 120 -9 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 120 CONTRACT ID : IB-29520-A COUNTIES : MARSHALL LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-1339168 |( ) |DYER CONSTRUCTION CO |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 126972.68000 126972.68| 57036.02000 57036.02| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0005 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 297836.69000 297836.69| 265000.00000 265000.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 104717.75000 104717.75| 106000.00000 106000.00| CLEARING RIGHT OF WAY | | | 0011 202-02271 2.000 EACH | 755.92000 1511.84| 1659.53000 3319.06| HEADWALL, REMOVE | | | 0012 203-02000 25161.000 CYS | 9.34000 235003.74| 11.00000 276771.00| EXCAVATION, COMMON | | | 0013 203-02070 121106.000 CYS | 9.85000 1192894.10| 14.00000 1695484.00| BORROW | | | 0014 205-06931 165.000 TON | 57.11000 9423.15| 74.47000 12287.55| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 13.000 EACH | 85.00000 1105.00| 85.00000 1105.00| TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06934 14.000 TON | 420.00000 5880.00| 420.00000 5880.00| TEMPORARY MULCHING | | | 0017 205-06937 1175.000 LFT | 4.23000 4970.25| 3.05000 3583.75| TEMPORARY SILT FENCE | | | 0018 206-51230 105.000 CYS | 16.00000 1680.00| 50.00000 5250.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0019 207-08264 20200.000 SYS | 13.60000 274720.00| 6.80000 137360.00| SUBGRADE TREATMENT, TYPE II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 120 -10 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 120 CONTRACT ID : IB-29520-A COUNTIES : MARSHALL LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-1339168 |( ) |DYER CONSTRUCTION CO |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-02050 4846.000 CYS | 26.75000 129630.50| 27.75000 134476.50| B BORROW | | | 0021 211-06467 72.000 CYS | 60.00000 4320.00| 40.00000 2880.00| AGGREGATE FOR END BENT BACKFILL | | | 0022 211-09264 944.000 CYS | 37.55000 35447.20| 29.04000 27413.76| STRUCTURE BACKFILL, TYPE 1 | | | 0023 211-09266 5017.000 CYS | 26.75000 134204.75| 27.25000 136713.25| STRUCTURE BACKFILL, TYPE 3 | | | 0024 214-07202 1914.000 SYS | 3.50000 6699.00| 2.83000 5416.62| GEOGRID, I | | | 0025 301-07448 10441.000 TON | 24.21000 252776.61| 23.58000 246198.78| COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 302-07455 79.000 CYS | 70.00000 5530.00| 40.00000 3160.00| DENSE GRADED SUBBASE | | | 0027 306-08043 355.000 SYS | 9.85000 3496.75| 9.09000 3226.95| MILLING, TRANSITION | | | 0028 401-07320 1442.000 TON | 75.00000 108150.00| 75.00000 108150.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0029 401-07389 3336.000 TON | 60.00000 200160.00| 60.00000 200160.00| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0030 404-05511 6700.000 SYS | 0.87000 5829.00| 1.00000 6700.00| SEAL COAT, 2 | | | 0031 406-05520 4.600 TON | 100.00000 460.00| 500.00000 2300.00| ASPHALT FOR TACK COAT | | | 0032 601-01522 4.000 EACH | 2000.00000 8000.00| 1500.00000 6000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-05999 2.000 EACH | 50.00000 100.00| 1000.00000 2000.00| CURVED TERMINAL END | | | 0034 601-06246 2.000 EACH | 13900.00000 27800.00| 20000.00000 40000.00| IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0035 601-06454 1.000 EACH | 2150.00000 2150.00| 5000.00000 5000.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-3 , STAGE 2 | | | 0036 601-08434 1.000 EACH | 1000.00000 1000.00| 2500.00000 2500.00| GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0037 601-94689 2.000 EACH | 2425.00000 4850.00| 2425.00000 4850.00| GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 712.500 LFT | 18.10000 12896.25| 18.10000 12896.25| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 120 -11 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 120 CONTRACT ID : IB-29520-A COUNTIES : MARSHALL LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-1339168 |( ) |DYER CONSTRUCTION CO |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 602-06729 16.000 EACH | 6.00000 96.00| 6.00000 96.00| BARRIER DELINEATOR | | | 0040 603-06040 1900.000 LFT | 7.70000 14630.00| 7.70000 14630.00| FENCE, FARM FIELD, 47 IN. | | | 0041 605-06090 15.400 LFT | 50.00000 770.00| 98.00000 1509.20| CURB, INTEGRAL, CONCRETE , MODIFIED | | | 0042 605-06155 100.000 LFT | 35.00000 3500.00| 86.74000 8674.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0043 609-06259 225.500 SYS | 95.00000 21422.50| 115.00000 25932.50| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0044 610-07486 190.000 TON | 200.00000 38000.00| 200.00000 38000.00| HMA FOR APPROACHES, TYPE A | | | 0045 611-06497 3.000 EACH | 150.00000 450.00| 150.00000 450.00| MAILBOX ASSEMBLY, SINGLE | | | 0046 615-06490 69.000 EACH | 117.00000 8073.00| 117.00000 8073.00| RIGHT OF WAY MARKER | | | 0047 615-06505 11.000 EACH | 600.00000 6600.00| 600.00000 6600.00| MONUMENT, B | | | 0048 615-06527 2.000 EACH | 530.00000 1060.00| 530.00000 1060.00| MONUMENT, SECTION CORNER | | | 0049 616-02320 1055.000 SYS | 3.39000 3576.45| 3.24000 3418.20| GEOTEXTILES | | | 0050 616-06451 377.000 TON | 49.06000 18495.62| 64.16000 24188.32| RIPRAP, UNIFORM | | | 0051 621-01004 3.000 EACH | 375.00000 1125.00| 375.00000 1125.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-06545 4.400 TON | 1641.00000 7220.40| 1641.00000 7220.40| FERTILIZER | | | 0053 621-06553 1850.000 LBS | 2.80000 5180.00| 2.80000 5180.00| SEED MIXTURE, R | | | 0054 621-06557 825.000 LBS | 2.40000 1980.00| 2.40000 1980.00| SEED MIXTURE, T | | | 0055 621-06565 21.800 TON | 355.00000 7739.00| 355.00000 7739.00| MULCHING MATERIAL | | | 0056 621-06567 150.000 kGAL | 1.00000 150.00| 1.00000 150.00| WATER , SODDING | | | 0057 621-06574 2948.000 SYS | 3.15000 9286.20| 3.15000 9286.20| SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 120 -12 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 120 CONTRACT ID : IB-29520-A COUNTIES : MARSHALL LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-1339168 |( ) |DYER CONSTRUCTION CO |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 628-09402 15.000 MOS | 2569.70000 38545.50| 2666.63000 39999.45| FIELD OFFICE, B | | | 0059 628-09407 15.000 MOS | 392.43000 5886.45| 540.00000 8100.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1EACH | | | 0060 701-06011 2.000 EACH | 1200.00000 2400.00| 900.00000 1800.00| DYNAMIC PILE LOAD TEST | | | 0061 701-06012 2.000 EACH | 2500.00000 5000.00| 1400.00000 2800.00| TEST PILE, RESTRIKE , HP 12X74 | | | 0062 701-06027 2.000 EACH | 15000.00000 30000.00| 3200.00000 6400.00| TEST PILE , HP 12X74 | | | 0063 701-91792 35.000 EACH | 135.00000 4725.00| 103.00000 3605.00| PILE TIP, STEEL H , HP 12X74 | | | 0064 701-95780 3318.000 LFT | 70.00000 232260.00| 66.00000 218988.00| PILE, STEEL H, HP 12 X 74 | | | 0065 702-51005 101.400 CYS | 500.00000 50700.00| 550.00000 55770.00| CONCRETE, A, SUBSTRUCTURE | | | 0066 702-51015 47.200 CYS | 300.00000 14160.00| 275.00000 12980.00| CONCRETE, B, FOOTINGS | | | 0067 702-92857 29.900 CYS | 600.00000 17940.00| 600.00000 17940.00| CONCRETE, C, SUBSTRUCTURE | | | 0068 703-51030 17065.000 LBS | 1.15000 19624.75| 1.30000 22184.50| REINFORCING STEEL | | | 0069 703-51032 125998.000 LBS | 1.25000 157497.50| 1.15000 144897.70| REINFORCING STEEL, EPOXY COATED | | | 0070 704-51002 394.400 CYS | 325.00000 128180.00| 590.00000 232696.00| CONCRETE, C, SUPERSTRUCTURE | | | 0071 706-05732 4.000 EACH | 1800.00000 7200.00| 1750.00000 7000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0072 706-51020 40.700 CYS | 500.00000 20350.00| 750.00000 30525.00| CONCRETE, C, RAILING | | | 0073 707-08476 842.300 LFT | 428.00000 360504.40| 375.00000 315862.50| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 72 IN. X 48 IN. | | | 0074 709-51821 LUMP | 5500.00000 5500.00| 6053.00000 6053.00| SURFACE SEAL | | | 0075 715-02629 1.000 EACH | 975.73000 975.73| 785.84000 785.84| SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0076 715-03584 2.000 EACH | 855.37000 1710.74| 670.87000 1341.74| SAFETY METAL END SECTION, 4:1, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 120 -13 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 120 CONTRACT ID : IB-29520-A COUNTIES : MARSHALL LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-1339168 |( ) |DYER CONSTRUCTION CO |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 715-05118 51.000 LFT | 51.53000 2628.03| 49.78000 2538.78| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0078 715-05121 155.000 LFT | 51.86000 8038.30| 53.30000 8261.50| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0079 715-05123 240.000 LFT | 52.56000 12614.40| 38.61000 9266.40| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0080 715-05149 924.000 LFT | 37.02000 34206.48| 49.10000 45368.40| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0081 715-05168 25.000 LFT | 57.42000 1435.50| 49.10000 1227.50| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0082 715-05169 85.000 LFT | 48.98000 4163.30| 53.33000 4533.05| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0083 715-05173 100.000 LFT | 51.30000 5130.00| 52.95000 5295.00| PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0084 715-05407 189.000 LFT | 10.00000 1890.00| 25.00000 4725.00| PIPE, END BENT DRAIN, 6 IN. | | | 0085 715-26764 1.000 EACH | 5707.04000 5707.04| 9744.60000 9744.60| GRATED BOX END SECTION, II, 10:1, 18 IN | | | 0086 715-46000 4.000 EACH | 491.71000 1966.84| 536.89000 2147.56| PIPE END SECTION, 12 IN. | | | 0087 715-46005 4.000 EACH | 511.33000 2045.32| 551.89000 2207.56| PIPE END SECTION, 15 IN. | | | 0088 715-46020 6.000 EACH | 596.36000 3578.16| 885.86000 5315.16| PIPE END SECTION, 24 IN. | | | 0089 720-45275 4.000 EACH | 1445.27000 5781.08| 1416.71000 5666.84| PIPE CATCH BASIN, 24 IN. | | | 0090 731-93945 7505.000 SFT | 22.00000 165110.00| 16.64000 124883.20| FACE PANELS, CONCRETE | | | 0091 731-93946 7505.000 SFT | 14.00000 105070.00| 14.50000 108822.50| WALL ERECTION | | | 0092 731-93947 431.000 LFT | 25.00000 10775.00| 30.91000 13322.21| LEVELING PAD, CONCRETE | | | 0093 801-03290 4.000 EACH | 169.00000 676.00| 169.00000 676.00| CONSTRUCTION SIGN, C | | | 0094 801-04308 8.000 EACH | 200.00000 1600.00| 200.00000 1600.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0095 801-06625 45.000 EACH | 70.00000 3150.00| 70.00000 3150.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0096 801-06640 52.000 EACH | 135.00000 7020.00| 135.00000 7020.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 120 -14 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 120 CONTRACT ID : IB-29520-A COUNTIES : MARSHALL LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 35-1339168 |( ) |DYER CONSTRUCTION CO |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 801-06645 4.000 EACH | 50.00000 200.00| 50.00000 200.00| CONSTRUCTION SIGN, B | | | 0098 801-06710 360.000 DAY | 12.00000 4320.00| 12.00000 4320.00| FLASHING ARROW SIGN | | | 0099 801-06775 LUMP | 45000.00000 45000.00| 35056.17000 35056.17| MAINTAINING TRAFFIC | | | 0100 801-07024 2.000 EACH | 6900.00000 13800.00| 6900.00000 13800.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0101 801-07118 72.000 LFT | 20.00000 1440.00| 20.00000 1440.00| BARRICADE, III-A | | | 0102 801-07119 192.000 LFT | 20.00000 3840.00| 20.00000 3840.00| BARRICADE, III-B | | | 0103 801-08401 200.000 LFT | 30.00000 6000.00| 40.66000 8132.00| TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0104 801-09133 2.000 EACH | 4800.00000 9600.00| 4800.00000 9600.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0105 802-05702 125.000 LFT | 16.00000 2000.00| 10.60000 1325.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0106 802-76025 63.750 SFT | 16.50000 1051.88| 22.05000 1405.69| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0107 802-76035 16.000 SFT | 17.70000 283.20| 19.65000 314.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0108 808-03631 555.000 LFT | 3.00000 1665.00| 2.25000 1248.75| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0109 808-03632 555.000 LFT | 3.00000 1665.00| 2.25000 1248.75| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0110 808-06703 9605.000 LFT | 0.30000 2881.50| 0.30000 2881.50| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0111 808-75245 9475.000 LFT | 0.30000 2842.50| 0.30000 2842.50| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0112 808-75297 30.000 LFT | 5.00000 150.00| 5.00000 150.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0113 808-75998 124.000 EACH | 28.00000 3472.00| 28.00000 3472.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 4,935,532.03| $ 5,271,213.06| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,935,532.03| $ 5,271,213.06| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 160 -1 VENDOR RANKING CALL ORDER : 160 CONTRACT ID : IR-30114-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : 64 CONTRACT TIME : 06/30/10 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710722 0800275 0800276 OTHERS SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO INC $ 24,434,463.05 100.0000% 2 36-2231526 WALSH CONSTR COMPANY $ 29,985,000.00 122.7160% 3 35-1068009 DYER CONSTRUCTION CO $ 31,682,407.18 129.6628% 4 36-3543170 LAMBRECHT TJ CONSTRUCTION $ 32,398,625.48 132.5940% 5 47-0640264 KIEWIT WESTERN CO $ 42,727,989.75 174.8677% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 160 -2 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 160 CONTRACT ID : IR-30114-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 35-1068009 |PRIMCO INC |WALSH CONSTR COMPANY |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 145000.00000 145000.00| 346479.51000 346479.51| 585000.00000 585000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 275.00000 825.00| 300.00000 900.00| 192.72000 578.16 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 63.000 MOS | 90.00000 5670.00| 100.00000 6300.00| 109.21000 6880.23 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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0009 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0012 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0014 110-01001 LUMP | 1221723.10000 1221723.10| 1500000.00000 1500000.00| 1584085.00000 1584085.00 MOBILIZATION AND DEMOBILIZATION | | | 0015 201-52370 LUMP | 265372.00000 265372.00| 305000.00000 305000.00| 316523.00000 316523.00 CLEARING RIGHT OF WAY | | | 0016 202-03000 LUMP | 37650.28000 37650.28| 22000.00000 22000.00| 28090.80000 28090.80 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 119 | | | 0017 202-03000 LUMP | 18500.00000 18500.00| 22000.00000 22000.00| 31239.17000 31239.17 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 129 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 160 -3 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 160 CONTRACT ID : IR-30114-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 35-1068009 |PRIMCO INC |WALSH CONSTR COMPANY |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-96133 40.000 LFT | 23.00000 920.00| 22.22000 888.80| 63.45000 2538.00 PIPE, REMOVE | | | 0019 203-02000 720935.000 CYS | 6.42000 4628402.70| 7.25000 5226778.75| 6.16000 4440959.60 EXCAVATION, COMMON | | | 0020 203-02070 285222.100 CYS | 3.00000 855666.30| 4.65000 1326282.77| 5.87000 1674253.73 BORROW | | | 0021 203-02100 301540.000 CYS | 5.60000 1688624.00| 8.45000 2548013.00| 7.00000 2110780.00 EXCAVATION, PEAT | | | 0022 205-03371 17325.000 CYS | 9.50000 164587.50| 4.90000 84892.50| 5.15000 89223.75 SEDIMENT, REMOVE | | | 0023 205-06930 68.000 TON | 95.93000 6523.24| 47.47000 3227.96| 51.22000 3482.96 SPLASHPAD, RIPRAP | | | 0024 205-06931 1731.000 TON | 45.00000 77895.00| 35.35000 61190.85| 58.77000 101730.87 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0025 205-06933 28.000 EACH | 280.00000 7840.00| 80.00000 2240.00| 80.00000 2240.00 TEMPORARY DITCH INLET PROTECTION | | | 0026 205-06936 1580.000 TON | 42.00000 66360.00| 35.35000 55853.00| 51.20000 80896.00 TEMPORARY SEDIMENT TRAP | | | 0027 205-06937 12253.000 LFT | 3.19000 39087.07| 2.33000 28549.49| 5.52000 67636.56 TEMPORARY SILT FENCE | | | 0028 205-06938 1431.000 LFT | 20.00000 28620.00| 12.78000 18288.18| 38.68000 55351.08 TEMPORARY SLOPE DRAIN | | | 0029 206-51230 2581.500 CYS | 32.50000 83898.75| 7.19000 18560.99| 50.00000 129075.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0030 207-08266 18854.000 SYS | 1.00000 18854.00| 0.69000 13009.26| 6.59000 124247.86 SUBGRADE TREATMENT, TYPE III | | | 0031 207-08267 439.000 SYS | 11.00000 4829.00| 7.58000 3327.62| 9.87000 4332.93 SUBGRADE TREATMENT, TYPE IIIA | | | 0032 211-02050 98005.000 CYS | 6.00000 588030.00| 17.78000 1742528.90| 16.66000 1632763.30 B BORROW | | | 0033 211-06467 198.400 CYS | 81.00000 16070.40| 63.57000 12612.29| 200.00000 39680.00 AGGREGATE FOR END BENT BACKFILL | | | 0034 211-09264 2897.400 CYS | 20.32000 58875.17| 20.00000 57948.00| 30.00000 86922.00 STRUCTURE BACKFILL, TYPE 1 | | | 0035 211-09265 1423.000 CYS | 16.90000 24048.70| 35.00000 49805.00| 19.72000 28061.56 STRUCTURE BACKFILL, TYPE 2 | | | 0036 211-09394 12349.000 CYS | 16.09000 198695.41| 5.41000 66808.09| 54.01000 666969.49 SHREDDED TIRE | | | 0037 301-07448 8980.000 TON | 24.00000 215520.00| 24.09000 216328.20| 22.17000 199086.60 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 160 -4 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 160 CONTRACT ID : IR-30114-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 35-1068009 |PRIMCO INC |WALSH CONSTR COMPANY |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 302-07455 70.800 CYS | 93.10000 6591.48| 100.08000 7085.66| 75.00000 5310.00 DENSE GRADED SUBBASE | | | 0039 303-02051 400.000 TON | 35.00000 14000.00| 33.92000 13568.00| 24.94000 9976.00 STONE, NO 2 | | | 0040 402-07432 1564.000 TON | 93.00000 145452.00| 98.00000 153272.00| 98.00000 153272.00 HMA SURFACE, TYPE A | | | 0041 402-07435 5324.000 TON | 70.50000 375342.00| 61.00000 324764.00| 61.00000 324764.00 HMA INTERMEDIATE, TYPE A | | | 0042 406-05520 6.100 TON | 100.00000 610.00| 250.00000 1525.00| 250.00000 1525.00 ASPHALT FOR TACK COAT | | | 0043 602-06729 154.000 EACH | 10.00000 1540.00| 18.37000 2828.98| 5.15000 793.10 BARRIER DELINEATOR | | | 0044 603-06040 58425.000 LFT | 4.60000 268755.00| 4.60000 268755.00| 4.60000 268755.00 FENCE, FARM FIELD, 47 IN. | | | 0045 609-06259 424.600 SYS | 85.00000 36091.00| 140.41000 59618.09| 90.00000 38214.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0046 610-07487 121.000 TON | 308.00000 37268.00| 125.00000 15125.00| 125.00000 15125.00 HMA FOR APPROACHES, TYPE B | | | 0047 615-06490 37.000 EACH | 125.00000 4625.00| 125.00000 4625.00| 125.00000 4625.00 RIGHT OF WAY MARKER | | | 0048 615-06505 22.000 EACH | 475.00000 10450.00| 475.00000 10450.00| 475.00000 10450.00 MONUMENT, B | | | 0049 615-06510 41.000 EACH | 275.00000 11275.00| 275.00000 11275.00| 275.00000 11275.00 MONUMENT, C | | | 0050 615-06527 16.000 EACH | 325.00000 5200.00| 325.00000 5200.00| 325.00000 5200.00 MONUMENT, SECTION CORNER | | | 0051 615-06530 3.000 EACH | 600.00000 1800.00| 600.00000 1800.00| 600.00000 1800.00 POST, BENCHMARK | | | 0052 616-02320 31037.100 SYS | 1.56000 48417.88| 1.46000 45314.17| 1.45000 45003.80 GEOTEXTILES | | | 0053 616-05688 173.000 TON | 65.00000 11245.00| 55.00000 9515.00| 69.98000 12106.54 RIPRAP, CLASS 1 | | | 0054 616-06405 1006.700 TON | 66.00000 66442.20| 35.00000 35234.50| 39.32000 39583.44 RIPRAP, REVETMENT | | | 0055 616-09395 8922.000 SYS | 9.58000 85472.76| 8.38000 74766.36| 8.42000 75123.24 GEOMEMBRANE | | | 0056 617-02029 47.000 LFT | 1100.00000 51700.00| 780.99000 36706.53| 800.00000 37600.00 EXPANSION JOINT, M, 5.6 IN. MOVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 160 -5 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 160 CONTRACT ID : IR-30114-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 35-1068009 |PRIMCO INC |WALSH CONSTR COMPANY |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 621-01004 7.000 EACH | 525.00000 3675.00| 325.00000 2275.00| 325.00000 2275.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0058 621-02770 82455.000 SYS | 1.02000 84104.10| 1.02000 84104.10| 1.02000 84104.10 EROSION CONTROL BLANKET | | | 0059 621-06545 66.080 TON | 1505.00000 99450.40| 1505.00000 99450.40| 1505.00000 99450.40 FERTILIZER | | | 0060 621-06553 17591.000 LBS | 2.58000 45384.78| 2.58000 45384.78| 2.58000 45384.78 SEED MIXTURE, R | | | 0061 621-06555 7785.000 LBS | 5.04000 39236.40| 5.04000 39236.40| 5.04000 39236.40 SEED MIXTURE, P | | | 0062 621-06557 7376.000 LBS | 2.45000 18071.20| 2.45000 18071.20| 2.45000 18071.20 SEED MIXTURE, T | | | 0063 621-06565 208.400 TON | 325.00000 67730.00| 325.00000 67730.00| 325.00000 67730.00 MULCHING MATERIAL | | | 0064 621-06567 108.000 kGAL | 1.00000 108.00| 1.00000 108.00| 1.00000 108.00 WATER | | | 0065 621-06570 2873.000 CYS | 9.00000 25857.00| 17.96000 51599.08| 7.25000 20829.25 TOP SOIL | | | 0066 621-06574 31.200 SYS | 2.75000 85.80| 8.20000 255.84| 2.75000 85.80 SODDING | | | 0067 621-06575 25882.000 SYS | 2.75000 71175.50| 3.30000 85410.60| 2.75000 71175.50 SODDING, NURSERY | | | 0068 628-09402 21.000 MOS | 1925.00000 40425.00| 2060.95000 43279.95| 2446.60000 51378.60 FIELD OFFICE, B | | | 0069 628-09407 42.000 MOS | 200.00000 8400.00| 150.00000 6300.00| 296.79000 12465.18 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0070 701-06011 11.000 EACH | 1985.00000 21835.00| 1786.08000 19646.88| 800.00000 8800.00 DYNAMIC PILE LOAD TEST | | | 0071 701-06012 11.000 EACH | 1500.00000 16500.00| 1598.19000 17580.09| 800.00000 8800.00 TEST PILE, RESTRIKE | | | 0072 701-06027 11.000 EACH | 4070.00000 44770.00| 1065.46000 11720.06| 800.00000 8800.00 TEST PILE | | | 0074 701-09415 38893.000 LFT | 73.50000 2858635.50| 80.66000 3137109.38| 88.00000 3422584.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 5 IN., 16 IN. | | | 0075 702-51005 1312.500 CYS | 525.00000 689062.50| 800.00000 1050000.00| 550.00000 721875.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 160 -6 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 160 CONTRACT ID : IR-30114-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 35-1068009 |PRIMCO INC |WALSH CONSTR COMPANY |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 702-51015 841.400 CYS | 350.00000 294490.00| 350.00000 294490.00| 400.00000 336560.00 CONCRETE, B, FOOTINGS | | | 0077 702-51100 6274.000 LBS | 2.93000 18382.82| 5.33000 33440.42| 8.00000 50192.00 DRAIN PIPE, CAST IRON, 6 IN. | | | 0078 702-51110 18136.000 LBS | 2.80000 50780.80| 2.86000 51868.96| 5.00000 90680.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0079 703-06028 193835.000 LBS | 1.07000 207403.45| 0.89000 172513.15| 1.02000 197711.70 REINFORCING BARS | | | 0080 703-06029 1589623.000 LBS | 1.07000 1700896.61| 0.96000 1526038.08| 1.05000 1669104.15 REINFORCING BARS, EPOXY COATED | | | 0081 704-51002 3616.400 CYS | 525.00000 1898610.00| 750.00000 2712300.00| 900.00000 3254760.00 CONCRETE, C, SUPERSTRUCTURE | | | 0082 706-05734 8.000 EACH | 1650.00000 13200.00| 1218.06000 9744.48| 2250.00000 18000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0083 706-51020 668.860 CYS | 275.00000 183936.50| 300.00000 200658.00| 300.00000 200658.00 CONCRETE, C, RAILING | | | 0084 707-06404 2399.300 LFT | 300.00000 719790.00| 375.00000 899737.50| 404.00000 969317.20 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 60" x 61" | | | 0085 707-06404 2539.300 LFT | 300.00000 761790.00| 350.00000 888755.00| 404.00000 1025877.20 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 66 IN X 61 IN | | | 0086 707-06404 5947.500 LFT | 280.00000 1665300.00| 425.00000 2527687.50| 404.00000 2402790.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 72 IN X 61 IN | | | 0087 709-51821 LUMP | 26731.00000 26731.00| 24020.00000 24020.00| 16280.00000 16280.00 SURFACE SEAL , STRUCTURE NO 2 | | | 0088 709-51821 LUMP | 25736.00000 25736.00| 19760.00000 19760.00| 20052.00000 20052.00 SURFACE SEAL , STRUCTURE NO 1 | | | 0089 709-51821 LUMP | 27130.00000 27130.00| 21080.00000 21080.00| 15526.00000 15526.00 SURFACE SEAL , STRUCTURE NO. 3 | | | 0090 709-51821 LUMP | 29108.00000 29108.00| 19980.00000 19980.00| 14662.00000 14662.00 SURFACE SEAL , STRUCTURE NO. 4 | | | 0091 714-04854 232.000 LFT | 385.00000 89320.00| 414.14000 96080.48| 403.48000 93607.36 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 3 FT. | | | 0092 714-06688 55.000 LFT | 330.00000 18150.00| 262.63000 14444.65| 299.91000 16495.05 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5 FT. X 2 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 160 -7 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 160 CONTRACT ID : IR-30114-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 35-1068009 |PRIMCO INC |WALSH CONSTR COMPANY |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 714-07892 237.000 LFT | 565.00000 133905.00| 489.90000 116106.30| 532.39000 126176.43 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 9 FT. X 3 FT. | | | 0094 714-09361 227.000 LFT | 320.00000 72640.00| 348.48000 79104.96| 310.70000 70528.90 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 2 FT. | | | 0095 715-05019 160.000 LFT | 75.00000 12000.00| 74.75000 11960.00| 87.20000 13952.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0096 715-05125 252.000 LFT | 60.00000 15120.00| 62.63000 15782.76| 69.29000 17461.08 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0097 715-05149 1075.000 LFT | 28.00000 30100.00| 28.28000 30401.00| 37.83000 40667.25 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0098 715-05152 2369.000 LFT | 30.00000 71070.00| 35.35000 83744.15| 43.87000 103928.03 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0099 715-05188 60.000 LFT | 136.00000 8160.00| 132.32000 7939.20| 178.60000 10716.00 PIPE, TYPE 3, CIRCULAR, 60 IN. | | | 0100 715-05407 243.000 LFT | 12.25000 2976.75| 16.81000 4084.83| 12.00000 2916.00 PIPE, END BENT DRAIN, 6 IN. | | | 0101 715-05440 150.000 LFT | 19.00000 2850.00| 25.27000 3790.50| 30.54000 4581.00 PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | | 0102 715-05442 150.000 LFT | 20.00000 3000.00| 33.53000 5029.50| 31.67000 4750.50 PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | | 0103 715-05443 150.000 LFT | 21.00000 3150.00| 34.12000 5118.00| 32.39000 4858.50 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0104 715-05841 2.000 EACH | 2500.00000 5000.00| 2106.06000 4212.12| 1648.68000 3297.36 CONCRETE ANCHOR, 60 IN. | | | 0105 715-08162 707.000 LFT | 129.00000 91203.00| 131.31000 92836.17| 126.50000 89435.50 PIPE, TYPE 1, DEFORMED, MIN. AREA 8.8 | | | SFT. | | | 0106 715-08163 6.000 EACH | 1800.00000 10800.00| 1575.76000 9454.56| 2049.41000 12296.46 PIPE END SECTION, MIN. AREA 8.8 SFT. | | | 0107 715-08305 36.000 TON | 150.00000 5400.00| 187.37000 6745.32| 308.79000 11116.44 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0108 715-09064 4562.000 LFT | 1.25000 5702.50| 1.01000 4607.62| 1.25000 5702.50 VIDEO INSPECTION FOR PIPE | | | 0109 715-09388 150.000 LFT | 22.00000 3300.00| 61.65000 9247.50| 34.19000 5128.50 PIPE, DRAINTILE, 15 IN. | | | 0110 715-09389 150.000 LFT | 20.00000 3000.00| 56.40000 8460.00| 31.67000 4750.50 PIPE, DRAINTILE, 10 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 160 -8 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 160 CONTRACT ID : IR-30114-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 35-1068009 |PRIMCO INC |WALSH CONSTR COMPANY |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 715-09390 150.000 LFT | 26.00000 3900.00| 64.25000 9637.50| 38.10000 5715.00 PIPE, DRAINTILE, 18 IN. | | | 0112 715-46000 34.000 EACH | 450.00000 15300.00| 479.80000 16313.20| 507.58000 17257.72 PIPE END SECTION, 12 IN. | | | 0113 715-46010 24.000 EACH | 635.00000 15240.00| 570.71000 13697.04| 593.66000 14247.84 PIPE END SECTION, 18 IN. | | | 0114 715-46030 4.000 EACH | 830.00000 3320.00| 843.44000 3373.76| 786.38000 3145.52 PIPE END SECTION, 30 IN. | | | 0115 715-46040 2.000 EACH | 1350.00000 2700.00| 1000.00000 2000.00| 1302.03000 2604.06 PIPE END SECTION, 36 IN. | | | 0116 715-90832 440.000 LFT | 17.50000 7700.00| 21.44000 9433.60| 29.01000 12764.40 PIPE, DRAINTILE, 6 IN | | | 0117 715-90833 150.000 LFT | 19.00000 2850.00| 20.71000 3106.50| 30.54000 4581.00 PIPE, DRAINTILE, 8 IN | | | 0118 715-90834 150.000 LFT | 21.00000 3150.00| 39.82000 5973.00| 32.39000 4858.50 PIPE, DRAINTILE, 12 IN. | | | 0119 719-09391 440.000 LFT | 26.00000 11440.00| 21.44000 9433.60| 29.01000 12764.40 PIPE, DRAIN TILE TERMINAL SECTION, 6 IN | | | 0120 719-09392 150.000 LFT | 23.00000 3450.00| 42.39000 6358.50| 34.19000 5128.50 PIPE, DRAIN TILE TERMINAL SECTION, 15 I | | | 0121 719-09393 150.000 LFT | 26.00000 3900.00| 50.53000 7579.50| 38.10000 5715.00 PIPE, DRAIN TILE TERMINAL SECTION, 18 I | | | 0122 720-45065 28.000 EACH | 3400.00000 95200.00| 1717.17000 48080.76| 3612.85000 101159.80 INLET, N12 | | | 0123 720-45130 30.000 EACH | 2200.00000 66000.00| 1262.63000 37878.90| 1445.22000 43356.60 INLET, E7, MODIFIED | | | 0124 724-51925 140.000 LFT | 150.00000 21000.00| 237.99000 33318.60| 150.00000 21000.00 STRUCTURAL EXPANSION JOINT, SS | | | 0125 724-51927 93.000 LFT | 1400.00000 130200.00| 929.00000 86397.00| 1000.00000 93000.00 STRUCTURAL EXPANSION JOINT, M , 8.5" | | | MOVEMENT | | | 0126 801-04308 20.000 EACH | 360.00000 7200.00| 366.01000 7320.20| 360.00000 7200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0127 801-06640 32.000 EACH | 189.00000 6048.00| 250.00000 8000.00| 189.00000 6048.00 CONSTRUCTION SIGN, A | | | 0128 801-06645 4.000 EACH | 50.00000 200.00| 100.00000 400.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0129 801-06775 LUMP | 12455.00000 12455.00| 25000.00000 25000.00| 506957.00000 506957.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 160 -9 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 160 CONTRACT ID : IR-30114-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 36-2231526 |( 3 ) 35-1068009 |PRIMCO INC |WALSH CONSTR COMPANY |DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 801-07118 264.000 LFT | 27.00000 7128.00| 27.45000 7246.80| 27.00000 7128.00 BARRICADE, III-A | | | 0131 801-07119 216.000 LFT | 27.00000 5832.00| 27.45000 5929.20| 27.00000 5832.00 BARRICADE, III-B | | | 0132 801-07120 96.000 LFT | 31.00000 2976.00| 31.52000 3025.92| 31.00000 2976.00 BARRICADE, III, PERMANENT | | | 0133 802-05701 212.000 LFT | 16.00000 3392.00| 16.00000 3392.00| 16.00000 3392.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0134 802-76025 83.000 SFT | 16.50000 1369.50| 16.50000 1369.50| 16.50000 1369.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0135 202-03000 LUMP | 7500.00000 7500.00| 19000.00000 19000.00| 33179.75000 33179.75 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 114 | | | SECTION TOTALS | $ 24,434,463.05| $ 29,985,000.00| $ 31,682,407.18 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 24,434,463.05| $ 29,985,000.00| $ 31,682,407.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 160 -10 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 160 CONTRACT ID : IR-30114-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 47-0640264 |( ) |LAMBRECHT TJ CONSTRUCTION |KIEWIT WESTERN CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 425000.00000 425000.00| 500000.00000 500000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 160.00000 480.00| 100.00000 300.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 63.000 MOS | 104.00000 6552.00| 150.00000 9450.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 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| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, PCCP | | | 0009 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0012 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0014 110-01001 LUMP | 1600000.00000 1600000.00| 2122000.00000 2122000.00| MOBILIZATION AND DEMOBILIZATION | | | 0015 201-52370 LUMP | 150000.00000 150000.00| 200000.00000 200000.00| CLEARING RIGHT OF WAY | | | 0016 202-03000 LUMP | 40000.00000 40000.00| 10000.00000 10000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 119 | | | 0017 202-03000 LUMP | 45000.00000 45000.00| 10000.00000 10000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 129 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 160 -11 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 160 CONTRACT ID : IR-30114-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 47-0640264 |( ) |LAMBRECHT TJ CONSTRUCTION |KIEWIT WESTERN CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-96133 40.000 LFT | 50.00000 2000.00| 35.00000 1400.00| PIPE, REMOVE | | | 0019 203-02000 720935.000 CYS | 5.90000 4253516.50| 15.50000 11174492.50| EXCAVATION, COMMON | | | 0020 203-02070 285222.100 CYS | 6.48000 1848239.21| 1.00000 285222.10| BORROW | | | 0021 203-02100 301540.000 CYS | 8.35000 2517859.00| 13.50000 4070790.00| EXCAVATION, PEAT | | | 0022 205-03371 17325.000 CYS | 10.00000 173250.00| 20.00000 346500.00| SEDIMENT, REMOVE | | | 0023 205-06930 68.000 TON | 70.00000 4760.00| 75.00000 5100.00| SPLASHPAD, RIPRAP | | | 0024 205-06931 1731.000 TON | 60.00000 103860.00| 53.00000 91743.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0025 205-06933 28.000 EACH | 85.00000 2380.00| 80.00000 2240.00| TEMPORARY DITCH INLET PROTECTION | | | 0026 205-06936 1580.000 TON | 57.00000 90060.00| 60.00000 94800.00| TEMPORARY SEDIMENT TRAP | | | 0027 205-06937 12253.000 LFT | 1.50000 18379.50| 2.00000 24506.00| TEMPORARY SILT FENCE | | | 0028 205-06938 1431.000 LFT | 23.00000 32913.00| 20.00000 28620.00| TEMPORARY SLOPE DRAIN | | | 0029 206-51230 2581.500 CYS | 53.00000 136819.50| 125.00000 322687.50| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0030 207-08266 18854.000 SYS | 2.55000 48077.70| 3.00000 56562.00| SUBGRADE TREATMENT, TYPE III | | | 0031 207-08267 439.000 SYS | 11.00000 4829.00| 15.00000 6585.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0032 211-02050 98005.000 CYS | 15.50000 1519077.50| 15.00000 1470075.00| B BORROW | | | 0033 211-06467 198.400 CYS | 210.00000 41664.00| 75.00000 14880.00| AGGREGATE FOR END BENT BACKFILL | | | 0034 211-09264 2897.400 CYS | 21.83000 63250.24| 50.00000 144870.00| STRUCTURE BACKFILL, TYPE 1 | | | 0035 211-09265 1423.000 CYS | 15.85000 22554.55| 50.00000 71150.00| STRUCTURE BACKFILL, TYPE 2 | | | 0036 211-09394 12349.000 CYS | 28.28000 349229.72| 45.00000 555705.00| SHREDDED TIRE | | | 0037 301-07448 8980.000 TON | 19.45000 174661.00| 40.00000 359200.00| COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 160 -12 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 160 CONTRACT ID : IR-30114-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 47-0640264 |( ) |LAMBRECHT TJ CONSTRUCTION |KIEWIT WESTERN CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 302-07455 70.800 CYS | 78.22000 5537.98| 75.00000 5310.00| DENSE GRADED SUBBASE | | | 0039 303-02051 400.000 TON | 38.79000 15516.00| 30.00000 12000.00| STONE, NO 2 | | | 0040 402-07432 1564.000 TON | 101.92000 159402.88| 66.00000 103224.00| HMA SURFACE, TYPE A | | | 0041 402-07435 5324.000 TON | 63.44000 337754.56| 55.00000 292820.00| HMA INTERMEDIATE, TYPE A | | | 0042 406-05520 6.100 TON | 260.00000 1586.00| 365.00000 2226.50| ASPHALT FOR TACK COAT | | | 0043 602-06729 154.000 EACH | 5.36000 825.44| 7.00000 1078.00| BARRIER DELINEATOR | | | 0044 603-06040 58425.000 LFT | 6.26000 365740.50| 5.20000 303810.00| FENCE, FARM FIELD, 47 IN. | | | 0045 609-06259 424.600 SYS | 93.86000 39852.96| 200.00000 84920.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0046 610-07487 121.000 TON | 130.00000 15730.00| 100.00000 12100.00| HMA FOR APPROACHES, TYPE B | | | 0047 615-06490 37.000 EACH | 128.96000 4771.52| 150.00000 5550.00| RIGHT OF WAY MARKER | | | 0048 615-06505 22.000 EACH | 665.60000 14643.20| 500.00000 11000.00| MONUMENT, B | | | 0049 615-06510 41.000 EACH | 535.60000 21959.60| 350.00000 14350.00| MONUMENT, C | | | 0050 615-06527 16.000 EACH | 540.80000 8652.80| 500.00000 8000.00| MONUMENT, SECTION CORNER | | | 0051 615-06530 3.000 EACH | 754.00000 2262.00| 625.00000 1875.00| POST, BENCHMARK | | | 0052 616-02320 31037.100 SYS | 2.33000 72316.44| 5.00000 155185.50| GEOTEXTILES | | | 0053 616-05688 173.000 TON | 66.84000 11563.32| 75.00000 12975.00| RIPRAP, CLASS 1 | | | 0054 616-06405 1006.700 TON | 38.55000 38808.29| 75.00000 75502.50| RIPRAP, REVETMENT | | | 0055 616-09395 8922.000 SYS | 9.36000 83509.92| 5.00000 44610.00| GEOMEMBRANE | | | 0056 617-02029 47.000 LFT | 834.32000 39213.04| 1000.00000 47000.00| EXPANSION JOINT, M, 5.6 IN. MOVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 160 -13 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 160 CONTRACT ID : IR-30114-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 47-0640264 |( ) |LAMBRECHT TJ CONSTRUCTION |KIEWIT WESTERN CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 621-01004 7.000 EACH | 338.00000 2366.00| 325.00000 2275.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0058 621-02770 82455.000 SYS | 1.06000 87402.30| 1.00000 82455.00| EROSION CONTROL BLANKET | | | 0059 621-06545 66.080 TON | 1565.20000 103428.42| 1500.00000 99120.00| FERTILIZER | | | 0060 621-06553 17591.000 LBS | 2.68000 47143.88| 2.60000 45736.60| SEED MIXTURE, R | | | 0061 621-06555 7785.000 LBS | 5.24000 40793.40| 5.00000 38925.00| SEED MIXTURE, P | | | 0062 621-06557 7376.000 LBS | 2.55000 18808.80| 2.50000 18440.00| SEED MIXTURE, T | | | 0063 621-06565 208.400 TON | 338.00000 70439.20| 325.00000 67730.00| MULCHING MATERIAL | | | 0064 621-06567 108.000 kGAL | 1.04000 112.32| 1.00000 108.00| WATER | | | 0065 621-06570 2873.000 CYS | 13.07000 37550.11| 15.00000 43095.00| TOP SOIL | | | 0066 621-06574 31.200 SYS | 4.65000 145.08| 2.75000 85.80| SODDING | | | 0067 621-06575 25882.000 SYS | 4.65000 120351.30| 2.75000 71175.50| SODDING, NURSERY | | | 0068 628-09402 21.000 MOS | 2512.18000 52755.78| 5000.00000 105000.00| FIELD OFFICE, B | | | 0069 628-09407 42.000 MOS | 69.92000 2936.64| 300.00000 12600.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0070 701-06011 11.000 EACH | 834.32000 9177.52| 5000.00000 55000.00| DYNAMIC PILE LOAD TEST | | | 0071 701-06012 11.000 EACH | 834.32000 9177.52| 3000.00000 33000.00| TEST PILE, RESTRIKE | | | 0072 701-06027 11.000 EACH | 834.32000 9177.52| 5000.00000 55000.00| TEST PILE | | | 0074 701-09415 38893.000 LFT | 91.78000 3569599.54| 107.00000 4161551.00| PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 5 IN., 16 IN. | | | 0075 702-51005 1312.500 CYS | 573.59000 752836.88| 900.00000 1181250.00| CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 160 -14 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 160 CONTRACT ID : IR-30114-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 47-0640264 |( ) |LAMBRECHT TJ CONSTRUCTION |KIEWIT WESTERN CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 702-51015 841.400 CYS | 417.16000 350998.42| 600.00000 504840.00| CONCRETE, B, FOOTINGS | | | 0077 702-51100 6274.000 LBS | 8.34000 52325.16| 5.00000 31370.00| DRAIN PIPE, CAST IRON, 6 IN. | | | 0078 702-51110 18136.000 LBS | 5.21000 94488.56| 5.00000 90680.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0079 703-06028 193835.000 LBS | 1.06000 205465.10| 0.75000 145376.25| REINFORCING BARS | | | 0080 703-06029 1589623.000 LBS | 1.10000 1748585.30| 1.00000 1589623.00| REINFORCING BARS, EPOXY COATED | | | 0081 704-51002 3616.400 CYS | 938.61000 3394389.20| 1000.00000 3616400.00| CONCRETE, C, SUPERSTRUCTURE | | | 0082 706-05734 8.000 EACH | 2346.52000 18772.16| 5000.00000 40000.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0083 706-51020 668.860 CYS | 312.87000 209266.23| 900.00000 601974.00| CONCRETE, C, RAILING | | | 0084 707-06404 2399.300 LFT | 447.60000 1073926.68| 500.00000 1199650.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 60" x 61" | | | 0085 707-06404 2539.300 LFT | 447.60000 1136590.68| 500.00000 1269650.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 66 IN X 61 IN | | | 0086 707-06404 5947.500 LFT | 447.60000 2662101.00| 500.00000 2973750.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 72 IN X 61 IN | | | 0087 709-51821 LUMP | 16978.40000 16978.40| 30000.00000 30000.00| SURFACE SEAL , STRUCTURE NO 2 | | | 0088 709-51821 LUMP | 20912.21000 20912.21| 30000.00000 30000.00| SURFACE SEAL , STRUCTURE NO 1 | | | 0089 709-51821 LUMP | 16192.05000 16192.05| 30000.00000 30000.00| SURFACE SEAL , STRUCTURE NO. 3 | | | 0090 709-51821 LUMP | 15290.98000 15290.98| 30000.00000 30000.00| SURFACE SEAL , STRUCTURE NO. 4 | | | 0091 714-04854 232.000 LFT | 525.11000 121825.52| 500.00000 116000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 3 FT. | | | 0092 714-06688 55.000 LFT | 313.06000 17218.30| 425.00000 23375.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5 FT. X 2 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 160 -15 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 160 CONTRACT ID : IR-30114-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 47-0640264 |( ) |LAMBRECHT TJ CONSTRUCTION |KIEWIT WESTERN CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 714-07892 237.000 LFT | 631.33000 149625.21| 600.00000 142200.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 9 FT. X 3 FT. | | | 0094 714-09361 227.000 LFT | 439.58000 99784.66| 450.00000 102150.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 2 FT. | | | 0095 715-05019 160.000 LFT | 54.40000 8704.00| 125.00000 20000.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0096 715-05125 252.000 LFT | 46.63000 11750.76| 120.00000 30240.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0097 715-05149 1075.000 LFT | 23.62000 25391.50| 60.00000 64500.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0098 715-05152 2369.000 LFT | 26.99000 63939.31| 75.00000 177675.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0099 715-05188 60.000 LFT | 114.55000 6873.00| 250.00000 15000.00| PIPE, TYPE 3, CIRCULAR, 60 IN. | | | 0100 715-05407 243.000 LFT | 12.51000 3039.93| 15.00000 3645.00| PIPE, END BENT DRAIN, 6 IN. | | | 0101 715-05440 150.000 LFT | 15.76000 2364.00| 30.00000 4500.00| PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | | 0102 715-05442 150.000 LFT | 19.96000 2994.00| 32.00000 4800.00| PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | | 0103 715-05443 150.000 LFT | 25.21000 3781.50| 45.00000 6750.00| PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0104 715-05841 2.000 EACH | 2520.96000 5041.92| 600.00000 1200.00| CONCRETE ANCHOR, 60 IN. | | | 0105 715-08162 707.000 LFT | 96.35000 68119.45| 150.00000 106050.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 8.8 | | | SFT. | | | 0106 715-08163 6.000 EACH | 1995.76000 11974.56| 1500.00000 9000.00| PIPE END SECTION, MIN. AREA 8.8 SFT. | | | 0107 715-08305 36.000 TON | 292.53000 10531.08| 100.00000 3600.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0108 715-09064 4562.000 LFT | 2.08000 9488.96| 2.00000 9124.00| VIDEO INSPECTION FOR PIPE | | | 0109 715-09388 150.000 LFT | 29.41000 4411.50| 35.00000 5250.00| PIPE, DRAINTILE, 15 IN. | | | 0110 715-09389 150.000 LFT | 19.96000 2994.00| 32.00000 4800.00| PIPE, DRAINTILE, 10 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 160 -16 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 160 CONTRACT ID : IR-30114-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 47-0640264 |( ) |LAMBRECHT TJ CONSTRUCTION |KIEWIT WESTERN CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 715-09390 150.000 LFT | 36.76000 5514.00| 36.00000 5400.00| PIPE, DRAINTILE, 18 IN. | | | 0112 715-46000 34.000 EACH | 472.68000 16071.12| 800.00000 27200.00| PIPE END SECTION, 12 IN. | | | 0113 715-46010 24.000 EACH | 682.76000 16386.24| 1000.00000 24000.00| PIPE END SECTION, 18 IN. | | | 0114 715-46030 4.000 EACH | 1155.44000 4621.76| 1200.00000 4800.00| PIPE END SECTION, 30 IN. | | | 0115 715-46040 2.000 EACH | 1575.60000 3151.20| 1500.00000 3000.00| PIPE END SECTION, 36 IN. | | | 0116 715-90832 440.000 LFT | 10.50000 4620.00| 28.00000 12320.00| PIPE, DRAINTILE, 6 IN | | | 0117 715-90833 150.000 LFT | 15.76000 2364.00| 29.00000 4350.00| PIPE, DRAINTILE, 8 IN | | | 0118 715-90834 150.000 LFT | 25.21000 3781.50| 30.00000 4500.00| PIPE, DRAINTILE, 12 IN. | | | 0119 719-09391 440.000 LFT | 10.50000 4620.00| 28.00000 12320.00| PIPE, DRAIN TILE TERMINAL SECTION, 6 IN | | | 0120 719-09392 150.000 LFT | 29.41000 4411.50| 29.00000 4350.00| PIPE, DRAIN TILE TERMINAL SECTION, 15 I | | | 0121 719-09393 150.000 LFT | 36.76000 5514.00| 30.00000 4500.00| PIPE, DRAIN TILE TERMINAL SECTION, 18 I | | | 0122 720-45065 28.000 EACH | 4107.97000 115023.16| 1200.00000 33600.00| INLET, N12 | | | 0123 720-45130 30.000 EACH | 1999.70000 59991.00| 500.00000 15000.00| INLET, E7, MODIFIED | | | 0124 724-51925 140.000 LFT | 156.43000 21900.20| 500.00000 70000.00| STRUCTURAL EXPANSION JOINT, SS | | | 0125 724-51927 93.000 LFT | 1042.90000 96989.70| 1500.00000 139500.00| STRUCTURAL EXPANSION JOINT, M , 8.5" | | | MOVEMENT | | | 0126 801-04308 20.000 EACH | 374.40000 7488.00| 360.00000 7200.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0127 801-06640 32.000 EACH | 196.56000 6289.92| 190.00000 6080.00| CONSTRUCTION SIGN, A | | | 0128 801-06645 4.000 EACH | 52.00000 208.00| 50.00000 200.00| CONSTRUCTION SIGN, B | | | 0129 801-06775 LUMP | 491269.41000 491269.41| 40000.00000 40000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 160 -17 TABULATION OF BIDS ROUTE : 31 CALL ORDER : 160 CONTRACT ID : IR-30114-A COUNTIES : MARSHALL ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-3543170 |( 5 ) 47-0640264 |( ) |LAMBRECHT TJ CONSTRUCTION |KIEWIT WESTERN CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 801-07118 264.000 LFT | 28.08000 7413.12| 28.00000 7392.00| BARRICADE, III-A | | | 0131 801-07119 216.000 LFT | 28.08000 6065.28| 28.00000 6048.00| BARRICADE, III-B | | | 0132 801-07120 96.000 LFT | 32.24000 3095.04| 32.00000 3072.00| BARRICADE, III, PERMANENT | | | 0133 802-05701 212.000 LFT | 16.64000 3527.68| 17.00000 3604.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0134 802-76025 83.000 SFT | 17.16000 1424.28| 17.00000 1411.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0135 202-03000 LUMP | 12480.00000 12480.00| 10000.00000 10000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | 114 | | | SECTION TOTALS | $ 32,398,625.48| $ 42,727,989.75| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 32,398,625.48| $ 42,727,989.75| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 166 -1 VENDOR RANKING CALL ORDER : 166 CONTRACT ID : IR-30844-A COUNTIES : TIPPECANOE LETTING DATE : 09/04/08 10:00 AM DISTRICT : 61 CONTRACT TIME : 06/30/10 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0401002 9999226 0500598 OTHERS SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR COMPANY $ 10,466,000.00 100.0000% 2 35-1875662 CRIDER & CRIDER INC $ 10,582,076.39 101.1091% 3 35-1698047 GRADEX INC $ 10,766,688.44 102.8730% 4 35-1917625 MILESTONE CONTRACTORS LP $ 11,966,609.06 114.3379% 5 35-1212938 ATLAS EXCAVATING INC $ 12,851,546.26 122.7933% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 166 -2 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 166 CONTRACT ID : IR-30844-A COUNTIES : TIPPECANOE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |WALSH CONSTR COMPANY |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE | | | 0001 105-06845 LUMP | 912736.47000 912736.47| 400000.00000 400000.00| 45000.00000 45000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 3.000 EACH | 125.00000 375.00| 150.00000 450.00| 150.00000 450.00 RADIO | | | 0003 105-08520 1.000 EACH | 125.00000 125.00| 200.00000 200.00| 150.00000 150.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 24.000 MOS | 80.00000 1920.00| 75.00000 1800.00| 125.00000 3000.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 108-01614 LUMP | 5000.00000 5000.00| 12500.00000 12500.00| 15000.00000 15000.00 PARTNERING OVERHEAD | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0010 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0015 110-01001 LUMP | 500000.00000 500000.00| 543750.00000 543750.00| 538300.00000 538300.00 MOBILIZATION AND DEMOBILIZATION | | | 0016 201-52370 LUMP | 151515.15000 151515.15| 325000.00000 325000.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0017 203-02000 5284.000 CYS | 15.15000 80052.60| 30.00000 158520.00| 39.00000 206076.00 EXCAVATION, COMMON | | | 0018 203-02070 714637.000 CYS | 3.03000 2165350.11| 3.00000 2143911.00| 4.25000 3037207.25 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 166 -3 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 166 CONTRACT ID : IR-30844-A COUNTIES : TIPPECANOE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |WALSH CONSTR COMPANY |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-02236 3.000 EACH | 100.00000 300.00| 100.00000 300.00| 105.00000 315.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0020 205-02770 315.000 SYS | 1.25000 393.75| 1.25000 393.75| 1.30000 409.50 EROSION CONTROL BLANKET | | | 0021 205-03371 600.000 CYS | 10.10000 6060.00| 10.00000 6000.00| 11.00000 6600.00 SEDIMENT, REMOVE | | | 0022 205-06930 26.000 TON | 30.30000 787.80| 30.00000 780.00| 30.00000 780.00 SPLASHPAD, RIPRAP | | | 0023 205-06931 280.000 TON | 30.30000 8484.00| 30.00000 8400.00| 28.00000 7840.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06936 200.000 TON | 30.30000 6060.00| 30.00000 6000.00| 28.00000 5600.00 TEMPORARY SEDIMENT TRAP | | | 0025 205-06937 4830.000 LFT | 2.87000 13862.10| 1.42000 6858.60| 1.46000 7051.80 TEMPORARY SILT FENCE | | | 0026 205-06938 424.000 LFT | 10.10000 4282.40| 10.00000 4240.00| 17.00000 7208.00 TEMPORARY SLOPE DRAIN | | | 0027 205-08517 20.000 TON | 30.30000 606.00| 30.00000 600.00| 33.00000 660.00 ROCK FILTER BERM | | | 0028 207-08262 40322.000 SYS | 1.26000 50805.72| 1.25000 50402.50| 3.45000 139110.90 SUBGRADE TREATMENT, TYPE I | | | 0029 211-02050 26345.000 CYS | 11.96000 315086.20| 7.50000 197587.50| 10.55000 277939.75 B BORROW | | | 0030 211-09264 870.000 CYS | 20.20000 17574.00| 20.00000 17400.00| 24.00000 20880.00 STRUCTURE BACKFILL, TYPE 1 | | | 0031 211-09266 34400.000 CYS | 15.24000 524256.00| 10.00000 344000.00| 26.00000 894400.00 STRUCTURE BACKFILL, TYPE 3 | | | 0032 301-07448 5905.000 TON | 13.52000 79835.60| 20.00000 118100.00| 17.50000 103337.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 302-06464 5311.000 CYS | 26.59000 141219.49| 40.00000 212440.00| 42.25000 224389.75 SUBBASE FOR PCCP | | | 0034 302-07455 210.000 CYS | 62.30000 13083.00| 75.00000 15750.00| 53.60000 11256.00 DENSE GRADED SUBBASE | | | 0035 302-08562 135.000 TON | 23.70000 3199.50| 40.00000 5400.00| 37.00000 4995.00 COARSE AGGREGATE, 8 | | | 0036 303-02051 100.000 TON | 25.25000 2525.00| 40.00000 4000.00| 41.00000 4100.00 STONE, NO 2 | | | 0037 401-07320 726.000 TON | 87.57000 63575.82| 83.25000 60439.50| 85.75000 62254.50 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 166 -4 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 166 CONTRACT ID : IR-30844-A COUNTIES : TIPPECANOE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |WALSH CONSTR COMPANY |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 401-07389 1474.000 TON | 71.21000 104963.54| 67.70000 99789.80| 69.75000 102811.50 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0039 401-07406 2104.000 TON | 66.90000 140757.60| 63.60000 133814.40| 65.50000 137812.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0040 406-05520 5.000 TON | 841.47000 4207.35| 800.00000 4000.00| 825.00000 4125.00 ASPHALT FOR TACK COAT | | | 0041 501-06266 LUMP | 1990.95000 1990.95| 2600.00000 2600.00| 2680.00000 2680.00 PROFILOGRAPH, PCCP | | | 0042 501-06322 18980.000 SYS | 42.00000 797160.00| 43.00000 816140.00| 47.40000 899652.00 QC/QA-PCCP, 11 IN. | | | 0043 503-05240 11855.000 LFT | 11.30000 133961.50| 15.00000 177825.00| 12.35000 146409.25 D-1 CONTRACTION JOINT | | | 0044 503-05310 386.000 LFT | 115.02000 44397.72| 102.50000 39565.00| 148.00000 57128.00 TERMINAL JOINT | | | 0045 601-01522 8.000 EACH | 2000.00000 16000.00| 2000.00000 16000.00| 2060.00000 16480.00 GUARDRAIL TRANSITION TYPE TGB | | | 0046 601-94689 3.000 EACH | 2420.00000 7260.00| 2420.00000 7260.00| 2495.00000 7485.00 GUARDRAIL END TREATMENT, OS | | | 0047 601-94690 3.000 EACH | 4050.00000 12150.00| 4050.00000 12150.00| 4172.00000 12516.00 GUARDRAIL END TREATMENT, MS | | | 0048 601-99105 750.000 LFT | 18.10000 13575.00| 18.10000 13575.00| 18.65000 13987.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0049 601-99108 750.000 LFT | 26.75000 20062.50| 26.75000 20062.50| 27.55000 20662.50 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0050 602-06729 52.000 EACH | 9.00000 468.00| 125.00000 6500.00| 10.00000 520.00 BARRIER DELINEATOR | | | 0051 603-06040 6414.000 LFT | 5.70000 36559.80| 5.70000 36559.80| 5.85000 37521.90 FENCE, FARM FIELD, 47 IN. | | | 0052 606-07484 6938.000 LFT | 0.69000 4787.22| 1.00000 6938.00| 1.00000 6938.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0053 609-06259 1356.000 SYS | 49.65000 67325.40| 75.00000 101700.00| 80.00000 108480.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0054 615-06490 11.000 EACH | 118.00000 1298.00| 118.00000 1298.00| 121.00000 1331.00 RIGHT OF WAY MARKER | | | 0055 615-06510 6.000 EACH | 525.00000 3150.00| 525.00000 3150.00| 540.00000 3240.00 MONUMENT, C | | | 0056 616-02320 608.000 SYS | 2.02000 1228.16| 2.00000 1216.00| 2.12000 1288.96 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 166 -5 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 166 CONTRACT ID : IR-30844-A COUNTIES : TIPPECANOE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |WALSH CONSTR COMPANY |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 616-06405 572.000 TON | 30.30000 17331.60| 30.00000 17160.00| 28.00000 16016.00 RIPRAP, REVETMENT | | | 0058 616-06451 4.000 TON | 50.51000 202.04| 50.00000 200.00| 70.00000 280.00 RIPRAP, UNIFORM | | | 0059 621-01004 6.000 EACH | 200.00000 1200.00| 200.00000 1200.00| 206.00000 1236.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0060 621-06545 7.000 TON | 1641.00000 11487.00| 1641.00000 11487.00| 1690.00000 11830.00 FERTILIZER | | | 0061 621-06553 2873.000 LBS | 2.84000 8159.32| 2.84000 8159.32| 2.95000 8475.35 SEED MIXTURE, R | | | 0062 621-06557 1352.000 LBS | 2.30000 3109.60| 2.30000 3109.60| 2.37000 3204.24 SEED MIXTURE, T | | | 0063 621-06565 34.000 TON | 360.00000 12240.00| 360.00000 12240.00| 371.00000 12614.00 MULCHING MATERIAL | | | 0064 621-06565 42.000 TON | 433.00000 18186.00| 433.00000 18186.00| 445.00000 18690.00 MULCHING MATERIAL , TEMPORARY | | | 0065 621-06574 5896.000 SYS | 2.72000 16037.12| 2.72000 16037.12| 3.80000 22404.80 SODDING | | | 0066 628-09403 24.000 MOS | 1790.42000 42970.08| 2000.00000 48000.00| 2000.00000 48000.00 FIELD OFFICE, C | | | 0067 628-09407 24.000 MOS | 225.00000 5400.00| 125.00000 3000.00| 250.00000 6000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 | | | 0068 701-03921 2175.000 LFT | 84.94000 184744.50| 111.00000 241425.00| 105.00000 228375.00 PILE, STEEL H, HP 14 X 102 | | | 0069 701-06011 4.000 EACH | 2937.62000 11750.48| 2000.00000 8000.00| 2395.00000 9580.00 DYNAMIC PILE LOAD TEST | | | 0070 701-06012 4.000 EACH | 1101.60000 4406.40| 500.00000 2000.00| 2395.00000 9580.00 TEST PILE, RESTRIKE | | | 0071 701-06027 4.000 EACH | 1578.80000 6315.20| 500.00000 2000.00| 11795.00000 47180.00 TEST PILE | | | 0072 701-08152 1.000 EACH | 19266.09000 19266.09| 48000.00000 48000.00| 59100.00000 59100.00 STATIC PILE LOAD TEST | | | 0073 701-91792 42.000 EACH | 125.94000 5289.48| 140.00000 5880.00| 165.00000 6930.00 PILE TIP, STEEL H | | | 0074 701-95780 1650.000 LFT | 13.32000 21978.00| 95.00000 156750.00| 85.00000 140250.00 PILE, STEEL H, HP 12 X 74 | | | 0075 702-51110 644.000 LBS | 2.57000 1655.08| 3.00000 1932.00| 3.60000 2318.40 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 166 -6 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 166 CONTRACT ID : IR-30844-A COUNTIES : TIPPECANOE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |WALSH CONSTR COMPANY |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 703-51032 340430.000 LBS | 0.98000 333621.40| 1.15000 391494.50| 1.06000 360855.80 REINFORCING STEEL, EPOXY COATED | | | 0077 704-51002 896.200 CYS | 700.00000 627340.00| 400.00000 358480.00| 480.00000 430176.00 CONCRETE, C, SUPERSTRUCTURE | | | 0078 706-05732 16.000 EACH | 983.09000 15729.44| 1200.00000 19200.00| 1700.00000 27200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0079 706-08496 423.700 SYS | 125.00000 52962.50| 75.00000 31777.50| 173.00000 73300.10 REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | 0080 706-51020 115.100 CYS | 525.00000 60427.50| 275.00000 31652.50| 575.00000 66182.50 CONCRETE, C, RAILING | | | 0081 707-05984 550.000 LFT | 225.74000 124157.00| 500.00000 275000.00| 195.50000 107525.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0082 707-05997 1369.000 LFT | 352.57000 482668.33| 650.00000 889850.00| 368.00000 503792.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 84 IN. X 60 IN. | | | 0083 709-51821 LUMP | 13666.92000 13666.92| 7000.00000 7000.00| 13290.00000 13290.00 SURFACE SEAL | | | 0084 714-08514 152.000 SFT | 80.54000 12242.08| 135.00000 20520.00| 105.00000 15960.00 WINGWALL | | | 0085 714-26708 280.000 LFT | 1500.00000 420000.00| 825.00000 231000.00| 460.00000 128800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0086 715-02628 1.000 EACH | 353.54000 353.54| 350.00000 350.00| 630.00000 630.00 SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0087 715-05048 12136.000 LFT | 3.00000 36408.00| 3.00000 36408.00| 4.00000 48544.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0088 715-05049 300.000 LFT | 20.20000 6060.00| 20.00000 6000.00| 17.00000 5100.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0089 715-05051 300.000 LFT | 22.73000 6819.00| 22.50000 6750.00| 21.00000 6300.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0090 715-05052 300.000 LFT | 27.78000 8334.00| 27.50000 8250.00| 27.00000 8100.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0091 715-05053 1128.000 LFT | 12.12000 13671.36| 12.00000 13536.00| 15.00000 16920.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0092 715-05151 472.000 LFT | 30.30000 14301.60| 30.00000 14160.00| 30.00000 14160.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0093 715-46005 2.000 EACH | 404.04000 808.08| 400.00000 800.00| 630.00000 1260.00 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 166 -7 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 166 CONTRACT ID : IR-30844-A COUNTIES : TIPPECANOE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |WALSH CONSTR COMPANY |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 715-91361 80.000 LFT | 12.12000 969.60| 12.00000 960.00| 19.00000 1520.00 PIPE, PVC, 6 IN. | | | 0095 718-06529 39.000 EACH | 600.00000 23400.00| 500.00000 19500.00| 270.00000 10530.00 OUTLET PROTECTOR, 2 | | | 0096 718-06532 3000.000 LFT | 0.75000 2250.00| 1.00000 3000.00| 1.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0097 718-52610 1091.000 CYS | 27.27000 29751.57| 27.00000 29457.00| 30.00000 32730.00 AGGREGATE FOR UNDERDRAINS | | | 0098 718-99153 10000.000 SYS | 1.01000 10100.00| 1.00000 10000.00| 1.10000 11000.00 GEOTEXTILES FOR UNDERDRAIN | | | 0099 720-45065 3.000 EACH | 2525.25000 7575.75| 2500.00000 7500.00| 2100.00000 6300.00 INLET, N12 | | | 0100 731-93945 36985.000 SFT | 20.00000 739700.00| 19.00000 702715.00| 15.55000 575116.75 FACE PANELS, CONCRETE | | | 0101 731-93946 36985.000 SFT | 12.00000 443820.00| 10.00000 369850.00| 5.90000 218211.50 WALL ERECTION | | | 0102 731-93947 1351.000 LFT | 35.00000 47285.00| 15.00000 20265.00| 115.00000 155365.00 LEVELING PAD, CONCRETE | | | 0103 801-04308 4.000 EACH | 456.88000 1827.52| 250.00000 1000.00| 407.00000 1628.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0104 801-06625 10.000 EACH | 190.85000 1908.50| 70.00000 700.00| 170.00000 1700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0105 801-06640 11.000 EACH | 341.21000 3753.31| 180.00000 1980.00| 304.00000 3344.00 CONSTRUCTION SIGN, A | | | 0106 801-06645 3.000 EACH | 156.15000 468.45| 75.00000 225.00| 140.00000 420.00 CONSTRUCTION SIGN, B | | | 0107 801-06775 LUMP | 25000.00000 25000.00| 300000.00000 300000.00| 23850.00000 23850.00 MAINTAINING TRAFFIC | | | 0108 801-07118 204.000 LFT | 17.35000 3539.40| 15.00000 3060.00| 16.00000 3264.00 BARRICADE, III-A | | | 0109 801-07119 48.000 LFT | 25.45000 1221.60| 15.00000 720.00| 23.00000 1104.00 BARRICADE, III-B | | | 0110 802-05701 50.000 LFT | 9.05000 452.50| 9.05000 452.50| 9.30000 465.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0111 802-05702 14.000 LFT | 15.25000 213.50| 15.25000 213.50| 15.70000 219.80 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0112 802-76025 4.000 SFT | 43.00000 172.00| 43.00000 172.00| 44.00000 176.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 166 -8 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 166 CONTRACT ID : IR-30844-A COUNTIES : TIPPECANOE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |WALSH CONSTR COMPANY |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 802-76035 25.000 SFT | 25.00000 625.00| 17.00000 425.00| 17.50000 437.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0114 808-03002 1728.000 LFT | 0.65000 1123.20| 0.50000 864.00| 0.67000 1157.76 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0115 808-03631 7585.000 LFT | 0.52000 3944.20| 0.50000 3792.50| 0.54000 4095.90 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0116 808-03632 6912.000 LFT | 0.52000 3594.24| 0.50000 3456.00| 0.54000 3732.48 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0117 808-74807 3.000 EACH | 165.00000 495.00| 150.00000 450.00| 170.00000 510.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0118 808-74808 2.000 EACH | 225.00000 450.00| 175.00000 350.00| 232.00000 464.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0119 501-06727 LUMP | 4919.47000 4919.47| 5000.00000 5000.00| 3600.00000 3600.00 CORING, PCCP | | | 0120 105-08523 72.000 MOS | 80.00000 5760.00| 50.00000 3600.00| 100.00000 7200.00 RADIO SERVICE | | | SECTION TOTALS | $ 10,466,000.00| $ 10,582,076.39| $ 10,766,688.44 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 10,466,000.00| $ 10,582,076.39| $ 10,766,688.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 166 -9 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 166 CONTRACT ID : IR-30844-A COUNTIES : TIPPECANOE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1212938 |( ) |MILESTONE CONTRACTORS LP |ATLAS EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE | | | 0001 105-06845 LUMP | 70000.00000 70000.00| 65200.00000 65200.00| CONSTRUCTION ENGINEERING | | | 0002 105-06899 3.000 EACH | 100.00000 300.00| 125.00000 375.00| RADIO | | | 0003 105-08520 1.000 EACH | 100.00000 100.00| 100.00000 100.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 24.000 MOS | 125.00000 3000.00| 63.66000 1527.84| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 108-01614 LUMP | 11000.00000 11000.00| 10800.00000 10800.00| PARTNERING OVERHEAD | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0010 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, PCCP | | | 0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0015 110-01001 LUMP | 580000.00000 580000.00| 657000.00000 657000.00| MOBILIZATION AND DEMOBILIZATION | | | 0016 201-52370 LUMP | 120000.00000 120000.00| 131000.00000 131000.00| CLEARING RIGHT OF WAY | | | 0017 203-02000 5284.000 CYS | 5.50000 29062.00| 20.00000 105680.00| EXCAVATION, COMMON | | | 0018 203-02070 714637.000 CYS | 5.10000 3644648.70| 5.45000 3894771.65| BORROW | | | 0019 205-02236 3.000 EACH | 163.00000 489.00| 100.00000 300.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 166 -10 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 166 CONTRACT ID : IR-30844-A COUNTIES : TIPPECANOE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1212938 |( ) |MILESTONE CONTRACTORS LP |ATLAS EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-02770 315.000 SYS | 2.04000 642.60| 1.25000 393.75| EROSION CONTROL BLANKET | | | 0021 205-03371 600.000 CYS | 6.12000 3672.00| 26.11000 15666.00| SEDIMENT, REMOVE | | | 0022 205-06930 26.000 TON | 46.35000 1205.10| 113.98000 2963.48| SPLASHPAD, RIPRAP | | | 0023 205-06931 280.000 TON | 56.65000 15862.00| 41.71000 11678.80| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06936 200.000 TON | 37.08000 7416.00| 487.20000 97440.00| TEMPORARY SEDIMENT TRAP | | | 0025 205-06937 4830.000 LFT | 2.32000 11205.60| 1.42000 6858.60| TEMPORARY SILT FENCE | | | 0026 205-06938 424.000 LFT | 27.81000 11791.44| 21.78000 9234.72| TEMPORARY SLOPE DRAIN | | | 0027 205-08517 20.000 TON | 25.75000 515.00| 41.71000 834.20| ROCK FILTER BERM | | | 0028 207-08262 40322.000 SYS | 4.65000 187497.30| 3.90000 157255.80| SUBGRADE TREATMENT, TYPE I | | | 0029 211-02050 26345.000 CYS | 18.50000 487382.50| 25.00000 658625.00| B BORROW | | | 0030 211-09264 870.000 CYS | 27.00000 23490.00| 30.47000 26508.90| STRUCTURE BACKFILL, TYPE 1 | | | 0031 211-09266 34400.000 CYS | 18.50000 636400.00| 32.00000 1100800.00| STRUCTURE BACKFILL, TYPE 3 | | | 0032 301-07448 5905.000 TON | 17.00000 100385.00| 65.42000 386305.10| COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 302-06464 5311.000 CYS | 45.00000 238995.00| 41.00000 217751.00| SUBBASE FOR PCCP | | | 0034 302-07455 210.000 CYS | 50.00000 10500.00| 65.00000 13650.00| DENSE GRADED SUBBASE | | | 0035 302-08562 135.000 TON | 35.00000 4725.00| 45.00000 6075.00| COARSE AGGREGATE, 8 | | | 0036 303-02051 100.000 TON | 16.50000 1650.00| 24.02000 2402.00| STONE, NO 2 | | | 0037 401-07320 726.000 TON | 83.25000 60439.50| 95.76000 69521.76| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0038 401-07389 1474.000 TON | 67.70000 99789.80| 81.68000 120396.32| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0039 401-07406 2104.000 TON | 63.60000 133814.40| 75.00000 157800.00| QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 166 -11 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 166 CONTRACT ID : IR-30844-A COUNTIES : TIPPECANOE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1212938 |( ) |MILESTONE CONTRACTORS LP |ATLAS EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 406-05520 5.000 TON | 800.00000 4000.00| 464.52000 2322.60| ASPHALT FOR TACK COAT | | | 0041 501-06266 LUMP | 4000.00000 4000.00| 2600.00000 2600.00| PROFILOGRAPH, PCCP | | | 0042 501-06322 18980.000 SYS | 46.00000 873080.00| 46.00000 873080.00| QC/QA-PCCP, 11 IN. | | | 0043 503-05240 11855.000 LFT | 13.75000 163006.25| 11.84000 140363.20| D-1 CONTRACTION JOINT | | | 0044 503-05310 386.000 LFT | 170.00000 65620.00| 135.00000 52110.00| TERMINAL JOINT | | | 0045 601-01522 8.000 EACH | 2060.00000 16480.00| 2000.00000 16000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0046 601-94689 3.000 EACH | 2460.00000 7380.00| 2420.00000 7260.00| GUARDRAIL END TREATMENT, OS | | | 0047 601-94690 3.000 EACH | 4170.00000 12510.00| 4050.00000 12150.00| GUARDRAIL END TREATMENT, MS | | | 0048 601-99105 750.000 LFT | 18.64000 13980.00| 18.10000 13575.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0049 601-99108 750.000 LFT | 27.55000 20662.50| 26.75000 20062.50| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0050 602-06729 52.000 EACH | 9.63000 500.76| 50.00000 2600.00| BARRIER DELINEATOR | | | 0051 603-06040 6414.000 LFT | 5.87000 37650.18| 5.70000 36559.80| FENCE, FARM FIELD, 47 IN. | | | 0052 606-07484 6938.000 LFT | 1.14000 7909.32| 1.00000 6938.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0053 609-06259 1356.000 SYS | 87.00000 117972.00| 85.00000 115260.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0054 615-06490 11.000 EACH | 121.54000 1336.94| 118.00000 1298.00| RIGHT OF WAY MARKER | | | 0055 615-06510 6.000 EACH | 540.75000 3244.50| 525.00000 3150.00| MONUMENT, C | | | 0056 616-02320 608.000 SYS | 3.45000 2097.60| 3.00000 1824.00| GEOTEXTILES | | | 0057 616-06405 572.000 TON | 31.93000 18263.96| 29.19000 16696.68| RIPRAP, REVETMENT | | | 0058 616-06451 4.000 TON | 56.65000 226.60| 117.20000 468.80| RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 166 -12 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 166 CONTRACT ID : IR-30844-A COUNTIES : TIPPECANOE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1212938 |( ) |MILESTONE CONTRACTORS LP |ATLAS EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 621-01004 6.000 EACH | 927.00000 5562.00| 200.00000 1200.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0060 621-06545 7.000 TON | 1339.00000 9373.00| 1641.00000 11487.00| FERTILIZER | | | 0061 621-06553 2873.000 LBS | 3.35000 9624.55| 2.84000 8159.32| SEED MIXTURE, R | | | 0062 621-06557 1352.000 LBS | 2.68000 3623.36| 2.30000 3109.60| SEED MIXTURE, T | | | 0063 621-06565 34.000 TON | 360.50000 12257.00| 360.00000 12240.00| MULCHING MATERIAL | | | 0064 621-06565 42.000 TON | 412.00000 17304.00| 433.00000 18186.00| MULCHING MATERIAL , TEMPORARY | | | 0065 621-06574 5896.000 SYS | 3.55000 20930.80| 2.72000 16037.12| SODDING | | | 0066 628-09403 24.000 MOS | 2000.00000 48000.00| 1965.42000 47170.08| FIELD OFFICE, C | | | 0067 628-09407 24.000 MOS | 150.00000 3600.00| 159.16000 3819.84| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 | | | 0068 701-03921 2175.000 LFT | 125.00000 271875.00| 110.00000 239250.00| PILE, STEEL H, HP 14 X 102 | | | 0069 701-06011 4.000 EACH | 4500.00000 18000.00| 2000.00000 8000.00| DYNAMIC PILE LOAD TEST | | | 0070 701-06012 4.000 EACH | 1500.00000 6000.00| 2000.00000 8000.00| TEST PILE, RESTRIKE | | | 0071 701-06027 4.000 EACH | 4000.00000 16000.00| 2000.00000 8000.00| TEST PILE | | | 0072 701-08152 1.000 EACH | 50000.00000 50000.00| 4500.00000 4500.00| STATIC PILE LOAD TEST | | | 0073 701-91792 42.000 EACH | 135.00000 5670.00| 175.00000 7350.00| PILE TIP, STEEL H | | | 0074 701-95780 1650.000 LFT | 95.00000 156750.00| 100.00000 165000.00| PILE, STEEL H, HP 12 X 74 | | | 0075 702-51110 644.000 LBS | 3.80000 2447.20| 3.00000 1932.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0076 703-51032 340430.000 LBS | 1.20000 408516.00| 1.20000 408516.00| REINFORCING STEEL, EPOXY COATED | | | 0077 704-51002 896.200 CYS | 625.00000 560125.00| 575.00000 515315.00| CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 166 -13 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 166 CONTRACT ID : IR-30844-A COUNTIES : TIPPECANOE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1212938 |( ) |MILESTONE CONTRACTORS LP |ATLAS EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 706-05732 16.000 EACH | 1850.00000 29600.00| 1750.00000 28000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0079 706-08496 423.700 SYS | 160.00000 67792.00| 225.00000 95332.50| REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | 0080 706-51020 115.100 CYS | 550.00000 63305.00| 650.00000 74815.00| CONCRETE, C, RAILING | | | 0081 707-05984 550.000 LFT | 238.00000 130900.00| 275.00000 151250.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0082 707-05997 1369.000 LFT | 367.00000 502423.00| 350.00000 479150.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 84 IN. X 60 IN. | | | 0083 709-51821 LUMP | 15000.00000 15000.00| 14327.00000 14327.00| SURFACE SEAL | | | 0084 714-08514 152.000 SFT | 233.35000 35469.20| 45.57000 6926.64| WINGWALL | | | 0085 714-26708 280.000 LFT | 520.00000 145600.00| 550.00000 154000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | 0086 715-02628 1.000 EACH | 468.00000 468.00| 1000.00000 1000.00| SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0087 715-05048 12136.000 LFT | 3.76000 45631.36| 3.45000 41869.20| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0088 715-05049 300.000 LFT | 8.76000 2628.00| 40.00000 12000.00| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0089 715-05051 300.000 LFT | 9.79000 2937.00| 40.00000 12000.00| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0090 715-05052 300.000 LFT | 11.23000 3369.00| 40.00000 12000.00| PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0091 715-05053 1128.000 LFT | 20.34000 22943.52| 18.00000 20304.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0092 715-05151 472.000 LFT | 22.66000 10695.52| 60.00000 28320.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0093 715-46005 2.000 EACH | 267.80000 535.60| 1000.00000 2000.00| PIPE END SECTION, 15 IN. | | | 0094 715-91361 80.000 LFT | 39.20000 3136.00| 75.00000 6000.00| PIPE, PVC, 6 IN. | | | 0095 718-06529 39.000 EACH | 618.00000 24102.00| 95.50000 3724.50| OUTLET PROTECTOR, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 166 -14 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 166 CONTRACT ID : IR-30844-A COUNTIES : TIPPECANOE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1212938 |( ) |MILESTONE CONTRACTORS LP |ATLAS EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 718-06532 3000.000 LFT | 1.03000 3090.00| 1.50000 4500.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0097 718-52610 1091.000 CYS | 37.60000 41021.60| 39.90000 43530.90| AGGREGATE FOR UNDERDRAINS | | | 0098 718-99153 10000.000 SYS | 1.03000 10300.00| 1.85000 18500.00| GEOTEXTILES FOR UNDERDRAIN | | | 0099 720-45065 3.000 EACH | 3090.00000 9270.00| 1879.43000 5638.29| INLET, N12 | | | 0100 731-93945 36985.000 SFT | 20.00000 739700.00| 17.00000 628745.00| FACE PANELS, CONCRETE | | | 0101 731-93946 36985.000 SFT | 10.80000 399438.00| 5.00000 184925.00| WALL ERECTION | | | 0102 731-93947 1351.000 LFT | 27.00000 36477.00| 30.00000 40530.00| LEVELING PAD, CONCRETE | | | 0103 801-04308 4.000 EACH | 410.00000 1640.00| 1000.00000 4000.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0104 801-06625 10.000 EACH | 170.00000 1700.00| 160.00000 1600.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0105 801-06640 11.000 EACH | 300.00000 3300.00| 300.00000 3300.00| CONSTRUCTION SIGN, A | | | 0106 801-06645 3.000 EACH | 138.00000 414.00| 60.00000 180.00| CONSTRUCTION SIGN, B | | | 0107 801-06775 LUMP | 96100.00000 96100.00| 3113.23000 3113.23| MAINTAINING TRAFFIC | | | 0108 801-07118 204.000 LFT | 16.00000 3264.00| 16.00000 3264.00| BARRICADE, III-A | | | 0109 801-07119 48.000 LFT | 23.00000 1104.00| 17.00000 816.00| BARRICADE, III-B | | | 0110 802-05701 50.000 LFT | 9.32000 466.00| 9.05000 452.50| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0111 802-05702 14.000 LFT | 15.70000 219.80| 15.25000 213.50| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0112 802-76025 4.000 SFT | 44.00000 176.00| 43.00000 172.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0113 802-76035 25.000 SFT | 17.50000 437.50| 17.00000 425.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 166 -15 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 166 CONTRACT ID : IR-30844-A COUNTIES : TIPPECANOE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1212938 |( ) |MILESTONE CONTRACTORS LP |ATLAS EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 808-03002 1728.000 LFT | 0.54000 933.12| 0.77000 1330.56| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0115 808-03631 7585.000 LFT | 0.54000 4095.90| 0.62000 4702.70| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0116 808-03632 6912.000 LFT | 0.54000 3732.48| 0.62000 4285.44| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0117 808-74807 3.000 EACH | 170.00000 510.00| 195.92000 587.76| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0118 808-74808 2.000 EACH | 240.00000 480.00| 267.16000 534.32| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0119 501-06727 LUMP | 2000.00000 2000.00| 3500.00000 3500.00| CORING, PCCP | | | 0120 105-08523 72.000 MOS | 120.00000 8640.00| 127.33000 9167.76| RADIO SERVICE | | | SECTION TOTALS | $ 11,966,609.06| $ 12,851,546.26| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,966,609.06| $ 12,851,546.26| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 170 -1 VENDOR RANKING CALL ORDER : 170 CONTRACT ID : IR-30992-A COUNTIES : ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : 64 CONTRACT TIME : 04/18/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0800291 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 38-2947862 R & R EXCAVATING INC $ 82,982.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 93,944.50 113.2107% 3 35-1067077 RITSCHARD BROTHERS $ 98,356.78 118.5278% 4 35-2103617 BRYAN`S HAULING & EXCAVATING $ 107,965.00 130.1065% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 170 -2 TABULATION OF BIDS ROUTE : 331 CALL ORDER : 170 CONTRACT ID : IR-30992-A COUNTIES : ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-2947862 |( 2 ) 35-1817574 |( 3 ) 35-1067077 |R & R EXCAVATING INC |YARDBERRY LANDSCAPE |RITSCHARD BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0003 110-01001 LUMP | 2500.00000 2500.00| 3700.00000 3700.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-03000 LUMP | 8500.00000 8500.00| 9000.00000 9000.00| 10745.00000 10745.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 28 | | | 0005 202-03000 LUMP | 4850.00000 4850.00| 9000.00000 9000.00| 12675.00000 12675.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 31 | | | 0006 202-03000 LUMP | 7900.00000 7900.00| 10000.00000 10000.00| 10834.00000 10834.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 32 | | | 0007 202-03000 LUMP | 5000.00000 5000.00| 8000.00000 8000.00| 8701.00000 8701.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 50 | | | 0008 202-03000 LUMP | 6000.00000 6000.00| 8000.00000 8000.00| 6447.00000 6447.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 51 | | | 0009 202-03000 LUMP | 11000.00000 11000.00| 11000.00000 11000.00| 10667.00000 10667.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0010 202-03000 LUMP | 7750.00000 7750.00| 9000.00000 9000.00| 9808.00000 9808.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 53 | | | 0011 202-03000 LUMP | 8570.00000 8570.00| 10000.00000 10000.00| 10312.00000 10312.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 70 | | | 0012 202-03135 328.000 SFT | 20.00000 6560.00| 20.00000 6560.00| 6.51000 2135.28 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0013 202-03729 40.000 LFT | 25.00000 1000.00| 30.00000 1200.00| 17.80000 712.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 170 -3 TABULATION OF BIDS ROUTE : 331 CALL ORDER : 170 CONTRACT ID : IR-30992-A COUNTIES : ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-2947862 |( 2 ) 35-1817574 |( 3 ) 35-1067077 |R & R EXCAVATING INC |YARDBERRY LANDSCAPE |RITSCHARD BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-06937 1600.000 LFT | 2.00000 3200.00| 3.00000 4800.00| 2.79000 4464.00 TEMPORARY SILT FENCE | | | 0015 621-06560 4000.000 SYS | 1.50000 6000.00| 0.50000 2000.00| 1.94000 7760.00 MULCHED SEEDING, U | | | 0016 205-06934 2.100 TON | 1500.00000 3150.00| 325.00000 682.50| 785.00000 1648.50 TEMPORARY MULCHING | | | 0017 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 473.00000 946.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 82,982.00| $ 93,944.50| $ 98,356.78 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 82,982.00| $ 93,944.50| $ 98,356.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 170 -4 TABULATION OF BIDS ROUTE : 331 CALL ORDER : 170 CONTRACT ID : IR-30992-A COUNTIES : ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2103617 |( ) |( ) |BRYAN`S HAULING & EXCAVATING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0003 110-01001 LUMP | 4635.00000 4635.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-03000 LUMP | 8500.00000 8500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 28 | | | 0005 202-03000 LUMP | 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 31 | | | 0006 202-03000 LUMP | 14000.00000 14000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 32 | | | 0007 202-03000 LUMP | 13000.00000 13000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 50 | | | 0008 202-03000 LUMP | 10375.00000 10375.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 51 | | | 0009 202-03000 LUMP | 14000.00000 14000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 52 | | | 0010 202-03000 LUMP | 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 53 | | | 0011 202-03000 LUMP | 12500.00000 12500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 70 | | | 0012 202-03135 328.000 SFT | 6.00000 1968.00| | REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0013 202-03729 40.000 LFT | 16.50000 660.00| | REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0014 205-06937 1600.000 LFT | 1.00000 1600.00| | TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 170 -5 TABULATION OF BIDS ROUTE : 331 CALL ORDER : 170 CONTRACT ID : IR-30992-A COUNTIES : ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2103617 |( ) |( ) |BRYAN`S HAULING & EXCAVATING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 621-06560 4000.000 SYS | 1.50000 6000.00| | MULCHED SEEDING, U | | | 0016 205-06934 2.100 TON | 250.00000 525.00| | TEMPORARY MULCHING | | | 0017 621-01004 2.000 EACH | 100.00000 200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 107,965.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 107,965.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 180 -1 VENDOR RANKING CALL ORDER : 180 CONTRACT ID : IR-30993-A COUNTIES : ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : 64 CONTRACT TIME : 04/18/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0800292 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2103617 BRYAN`S HAULING & EXCAVATING $ 91,679.00 100.0000% 2 35-1067077 RITSCHARD BROTHERS $ 97,683.62 106.5496% 3 38-2947862 R & R EXCAVATING INC $ 111,480.00 121.5982% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 180 -2 TABULATION OF BIDS ROUTE : 331 CALL ORDER : 180 CONTRACT ID : IR-30993-A COUNTIES : ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2103617 |( 2 ) 35-1067077 |( 3 ) 38-2947862 |BRYAN`S HAULING & EXCAVATING |RITSCHARD BROTHERS |R & R EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0003 110-01001 LUMP | 2350.00000 2350.00| 500.00000 500.00| 3250.00000 3250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-03000 LUMP | 14000.00000 14000.00| 17553.00000 17553.00| 15490.00000 15490.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 2 | | | 0005 202-03000 LUMP | 11000.00000 11000.00| 11028.00000 11028.00| 10250.00000 10250.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 3 | | | 0006 202-03000 LUMP | 10000.00000 10000.00| 7035.00000 7035.00| 4950.00000 4950.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 5 | | | 0007 202-03000 LUMP | 10000.00000 10000.00| 11804.00000 11804.00| 15675.00000 15675.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 5 | | | 0008 202-03000 LUMP | 14000.00000 14000.00| 10720.00000 10720.00| 7250.00000 7250.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 5 | | | 0009 202-03000 LUMP | 10500.00000 10500.00| 12477.00000 12477.00| 7200.00000 7200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 5 | | | 0010 202-03000 LUMP | 10000.00000 10000.00| 8719.00000 8719.00| 9875.00000 9875.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | | 0011 202-03135 1494.000 SFT | 0.50000 747.00| 2.88000 4302.72| 17.00000 25398.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE , PARCEL 51 AND 57 | | | 0012 202-03729 30.000 LFT | 1.00000 30.00| 2.25000 67.50| 13.00000 390.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE , PARCEL 51 | | | 0013 205-06937 1400.000 LFT | 1.00000 1400.00| 3.24000 4536.00| 2.00000 2800.00 TEMPORARY SILT FENCE | | | 0014 621-06560 3500.000 SYS | 2.00000 7000.00| 1.96000 6860.00| 1.50000 5250.00 MULCHED SEEDING, U | | | 0015 621-01004 2.000 EACH | 100.00000 200.00| 389.00000 778.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 205-06934 1.800 TON | 250.00000 450.00| 723.00000 1301.40| 1500.00000 2700.00 TEMPORARY MULCHING | | | SECTION TOTALS | $ 91,679.00| $ 97,683.62| $ 111,480.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 91,679.00| $ 97,683.62| $ 111,480.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 200 -1 VENDOR RANKING CALL ORDER : 200 CONTRACT ID : R -28102-A COUNTIES : RIPLEY LETTING DATE : 09/04/08 10:00 AM DISTRICT : 65 CONTRACT TIME : 11/27/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9969013 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA DAVE CONTRACTOR $ 4,692,032.50 100.0000% 2 35-1128289 BEATY CONSTRUCTION INC $ 5,354,910.42 114.1277% 3 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 5,635,791.80 120.1141% 4 35-1917625 MILESTONE CONTRACTORS LP $ 5,794,600.00 123.4987% 5 31-0578656 JOHN R JURGENSEN COMPANY $ 6,550,993.82 139.6195% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 200 -2 TABULATION OF BIDS ROUTE : EAST PEARL STREET CALL ORDER : 200 CONTRACT ID : R -28102-A COUNTIES : RIPLEY LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 31-1323837 |O`MARA DAVE CONTRACTOR |BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06845 LUMP | 38632.00000 38632.00| 45500.00000 45500.00| 75000.00000 75000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 235000.00000 235000.00| 267700.00000 267700.00| 215000.00000 215000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 47000.00000 47000.00| 53540.00000 53540.00| 55000.00000 55000.00 CLEARING RIGHT OF WAY | | | 0010 202-02240 11500.000 SYS | 1.00000 11500.00| 2.00000 23000.00| 4.75000 54625.00 PAVEMENT REMOVAL | | | 0011 202-02241 40.000 LFT | 5.00000 200.00| 14.00000 560.00| 18.00000 720.00 GUARDRAIL, REMOVE | | | 0012 202-02278 6000.000 LFT | 3.00000 18000.00| 4.00000 24000.00| 0.75000 4500.00 CURB, CONCRETE, REMOVE | | | 0013 202-91385 15.000 EACH | 350.00000 5250.00| 700.00000 10500.00| 265.00000 3975.00 INLET, REMOVE | | | 0014 202-93047 6.000 EACH | 350.00000 2100.00| 1700.00000 10200.00| 350.00000 2100.00 MANHOLE, REMOVE | | | 0015 203-02000 12000.000 CYS | 16.50000 198000.00| 9.50000 114000.00| 16.00000 192000.00 EXCAVATION, COMMON | | | 0016 203-02010 540.000 CYS | 75.00000 40500.00| 65.00000 35100.00| 40.00000 21600.00 EXCAVATION, ROCK | | | 0017 205-06933 11.000 EACH | 100.00000 1100.00| 105.00000 1155.00| 118.00000 1298.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 684.000 LFT | 3.00000 2052.00| 2.85000 1949.40| 3.25000 2223.00 TEMPORARY SILT FENCE | | | 0019 207-08267 4200.000 SYS | 14.00000 58800.00| 11.00000 46200.00| 11.30000 47460.00 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 200 -3 TABULATION OF BIDS ROUTE : EAST PEARL STREET CALL ORDER : 200 CONTRACT ID : R -28102-A COUNTIES : RIPLEY LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 31-1323837 |O`MARA DAVE CONTRACTOR |BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08268 19790.000 SYS | 12.00000 237480.00| 13.20000 261228.00| 15.75000 311692.50 SUBGRADE TREATMENT, TYPE IV | | | 0021 211-09264 18408.000 CYS | 19.00000 349752.00| 24.50000 450996.00| 25.75000 474006.00 STRUCTURE BACKFILL, TYPE 1 | | | 0022 211-09265 2511.000 CYS | 29.00000 72819.00| 35.50000 89140.50| 20.00000 50220.00 STRUCTURE BACKFILL, TYPE 2 | | | 0023 211-09267 771.000 CYS | 60.00000 46260.00| 64.00000 49344.00| 52.00000 40092.00 STRUCTURE BACKFILL, TYPE 4 | | | 0024 303-01180 500.000 TON | 20.00000 10000.00| 24.50000 12250.00| 29.00000 14500.00 COMPACTED AGGREGATE, NO. 53 | | | 0025 303-07449 220.000 TON | 20.00000 4400.00| 25.00000 5500.00| 31.00000 6820.00 COMPACTED AGGREGATE, NO. 73 | | | 0026 304-07493 20.000 TON | 120.00000 2400.00| 175.00000 3500.00| 165.00000 3300.00 WIDENING WITH HMA, TYPE B | | | 0027 401-07327 900.000 TON | 80.00000 72000.00| 120.00000 108000.00| 97.00000 87300.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0028 401-07397 1500.000 TON | 75.00000 112500.00| 103.00000 154500.00| 90.00000 135000.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0029 401-07423 4500.000 TON | 65.00000 292500.00| 79.00000 355500.00| 79.50000 357750.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0030 401-07429 2100.000 TON | 70.00000 147000.00| 100.00000 210000.00| 88.00000 184800.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0031 406-05520 30.000 TON | 450.00000 13500.00| 575.00000 17250.00| 595.00000 17850.00 ASPHALT FOR TACK COAT | | | 0032 603-92636 70.000 LFT | 60.00000 4200.00| 59.00000 4130.00| 71.00000 4970.00 FENCE, CHAIN LINK, 72 IN. | | | 0033 604-07896 8.000 SYS | 175.00000 1400.00| 175.00000 1400.00| 262.00000 2096.00 CURB RAMP, CONCRETE, B | | | 0034 604-07898 12.000 SYS | 170.00000 2040.00| 175.00000 2100.00| 153.00000 1836.00 CURB RAMP, CONCRETE, D | | | 0035 604-07900 29.000 SYS | 165.00000 4785.00| 175.00000 5075.00| 262.00000 7598.00 CURB RAMP, CONCRETE, F | | | 0036 604-07901 6.000 SYS | 195.00000 1170.00| 175.00000 1050.00| 213.00000 1278.00 CURB RAMP, CONCRETE, G | | | 0037 604-07902 43.000 SYS | 180.00000 7740.00| 175.00000 7525.00| 213.00000 9159.00 CURB RAMP, CONCRETE, H | | | 0038 604-07903 21.000 SYS | 165.00000 3465.00| 175.00000 3675.00| 191.00000 4011.00 CURB RAMP, CONCRETE, K | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 200 -4 TABULATION OF BIDS ROUTE : EAST PEARL STREET CALL ORDER : 200 CONTRACT ID : R -28102-A COUNTIES : RIPLEY LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 31-1323837 |O`MARA DAVE CONTRACTOR |BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 604-44251 20.000 CYS | 800.00000 16000.00| 750.00000 15000.00| 1090.00000 21800.00 STEPS, CONCRETE | | | 0040 604-91531 2240.000 SYS | 32.00000 71680.00| 32.75000 73360.00| 34.00000 76160.00 SIDEWALK, CONCRETE, 4 IN. | | | 0041 605-06120 950.000 LFT | 21.00000 19950.00| 28.25000 26837.50| 25.00000 23750.00 CURB, CONCRETE | | | 0042 605-06140 6700.000 LFT | 13.00000 87100.00| 16.25000 108875.00| 17.50000 117250.00 CURB AND GUTTER, CONCRETE | | | 0043 610-07487 2350.000 TON | 95.00000 223250.00| 110.00000 258500.00| 113.00000 265550.00 HMA FOR APPROACHES, TYPE B | | | 0044 610-08446 210.000 SYS | 49.00000 10290.00| 44.00000 9240.00| 40.00000 8400.00 PCCP FOR APPROACHES, 6 IN. | | | 0045 610-08510 300.000 SYS | 69.00000 20700.00| 62.00000 18600.00| 51.00000 15300.00 PCCP FOR APPROACHES , 10 IN. | | | 0046 610-09108 3580.000 SYS | 59.00000 211220.00| 51.00000 182580.00| 48.00000 171840.00 PCCP FOR APPROACHES, 9 IN. | | | 0047 616-02320 286.000 SYS | 3.00000 858.00| 2.75000 786.50| 0.80000 228.80 GEOTEXTILES | | | 0048 616-05688 290.000 TON | 30.00000 8700.00| 39.25000 11382.50| 50.00000 14500.00 RIPRAP, CLASS 1 | | | 0049 616-06451 26.000 TON | 28.00000 728.00| 39.25000 1020.50| 46.00000 1196.00 RIPRAP, UNIFORM , Type A | | | 0050 621-06575 11420.000 SYS | 4.00000 45680.00| 4.00000 45680.00| 3.10000 35402.00 SODDING, NURSERY | | | 0051 628-09402 16.000 MOS | 1400.00000 22400.00| 2300.00000 36800.00| 2600.00000 41600.00 FIELD OFFICE, B | | | 0052 628-09407 16.000 MOS | 150.00000 2400.00| 285.00000 4560.00| 150.00000 2400.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0053 702-90915 30.000 CYS | 595.00000 17850.00| 825.00000 24750.00| 740.00000 22200.00 CONCRETE, A | | | 0054 703-51030 1780.000 LBS | 2.00000 3560.00| 1.25000 2225.00| 2.50000 4450.00 REINFORCING STEEL | | | 0055 706-01268 20.000 LFT | 450.00000 9000.00| 402.00000 8040.00| 470.00000 9400.00 HANDRAIL, ALUMINUM | | | 0057 714-26703 1001.000 LFT | 375.00000 375375.00| 400.00000 400400.00| 425.00000 425425.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0058 714-93641 30.000 LFT | 545.00000 16350.00| 390.00000 11700.00| 375.00000 11250.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 3 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 200 -5 TABULATION OF BIDS ROUTE : EAST PEARL STREET CALL ORDER : 200 CONTRACT ID : R -28102-A COUNTIES : RIPLEY LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 31-1323837 |O`MARA DAVE CONTRACTOR |BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 715-02181 400.000 LFT | 49.00000 19600.00| 71.50000 28600.00| 85.00000 34000.00 SANITARY SEWER SERVICE ADJUSTMENT | | | 0060 715-04612 4052.000 LFT | 48.00000 194496.00| 50.50000 204626.00| 52.50000 212730.00 PIPE , 6 IN. Gas Main | | | 0061 715-05024 930.000 LFT | 69.00000 64170.00| 77.00000 71610.00| 90.00000 83700.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0062 715-05048 9260.000 LFT | 4.00000 37040.00| 4.50000 41670.00| 5.00000 46300.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0063 715-05146 19.000 LFT | 15.00000 285.00| 16.75000 318.25| 23.00000 437.00 PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0064 715-05149 2250.000 LFT | 39.00000 87750.00| 28.75000 64687.50| 32.00000 72000.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0065 715-05151 83.000 LFT | 39.00000 3237.00| 48.25000 4004.75| 28.50000 2365.50 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0066 715-05154 820.000 LFT | 49.00000 40180.00| 76.50000 62730.00| 61.50000 50430.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0067 715-05156 880.000 LFT | 49.00000 43120.00| 58.50000 51480.00| 73.00000 64240.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0068 715-05159 211.000 LFT | 79.00000 16669.00| 87.50000 18462.50| 115.00000 24265.00 PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0069 715-05161 390.000 LFT | 89.00000 34710.00| 103.25000 40267.50| 126.00000 49140.00 PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0070 715-05162 520.000 LFT | 99.00000 51480.00| 130.25000 67730.00| 145.00000 75400.00 PIPE, TYPE 2, CIRCULAR, 54 IN. | | | 0071 715-05163 890.000 LFT | 129.00000 114810.00| 156.00000 138840.00| 200.00000 178000.00 PIPE, TYPE 2, CIRCULAR, 60 IN. | | | 0072 715-05408 47.000 LFT | 49.00000 2303.00| 61.00000 2867.00| 157.00000 7379.00 PIPE, SANITARY SEWER, 8 IN. | | | 0073 715-05428 160.000 LFT | 99.00000 15840.00| 160.00000 25600.00| 87.00000 13920.00 PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0074 715-08305 120.000 TON | 185.00000 22200.00| 57.75000 6930.00| 245.00000 29400.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0075 718-52610 620.000 CYS | 47.00000 29140.00| 40.00000 24800.00| 31.00000 19220.00 AGGREGATE FOR UNDERDRAINS | | | 0076 718-99153 7050.000 SYS | 2.00000 14100.00| 1.40000 9870.00| 1.25000 8812.50 GEOTEXTILES FOR UNDERDRAIN | | | 0077 720-01092 1.000 EACH | 2900.00000 2900.00| 4200.00000 4200.00| 9000.00000 9000.00 MANHOLE, J15, MODIFIED | | | 0078 720-01894 10.000 EACH | 465.00000 4650.00| 1250.00000 12500.00| 630.00000 6300.00 CASTING, FURNISH AND ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 200 -6 TABULATION OF BIDS ROUTE : EAST PEARL STREET CALL ORDER : 200 CONTRACT ID : R -28102-A COUNTIES : RIPLEY LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 31-1323837 |O`MARA DAVE CONTRACTOR |BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 720-03194 1.000 EACH | 3900.00000 3900.00| 5485.00000 5485.00| 5900.00000 5900.00 MANHOLE , K15 | | | 0080 720-03194 1.000 EACH | 3900.00000 3900.00| 6745.00000 6745.00| 8200.00000 8200.00 MANHOLE , Sanitary, Drop | | | 0081 720-06607 4.000 EACH | 1500.00000 6000.00| 2100.00000 8400.00| 1250.00000 5000.00 SLOTTED DRAIN CLEANOUT , PORT, TYPE 2 | | | 0082 720-07301 13.000 EACH | 1700.00000 22100.00| 2000.00000 26000.00| 1950.00000 25350.00 INLET TYPE HA | | | 0083 720-08242 1.000 EACH | 7800.00000 7800.00| 11400.00000 11400.00| 9300.00000 9300.00 MANHOLE, L15, MODIFIED | | | 0084 720-09078 1.000 EACH | 12000.00000 12000.00| 13285.00000 13285.00| 14500.00000 14500.00 MANHOLE, M5, MODIFIED | | | 0085 720-44000 26.000 EACH | 145.00000 3770.00| 475.00000 12350.00| 400.00000 10400.00 CASTING, ADJUST TO GRADE | | | 0086 720-44000 31.000 EACH | 65.00000 2015.00| 375.00000 11625.00| 375.00000 11625.00 CASTING, ADJUST TO GRADE , Water Valve | | | 0087 720-44025 1.000 EACH | 425.00000 425.00| 665.00000 665.00| 945.00000 945.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0088 720-45005 2.000 EACH | 1500.00000 3000.00| 1475.00000 2950.00| 1650.00000 3300.00 INLET, A2 | | | 0089 720-45045 36.000 EACH | 1500.00000 54000.00| 1475.00000 53100.00| 1550.00000 55800.00 INLET, J10 | | | 0090 720-45055 20.000 EACH | 1500.00000 30000.00| 1575.00000 31500.00| 1550.00000 31000.00 INLET, M10 | | | 0091 720-45260 3.000 EACH | 775.00000 2325.00| 675.00000 2025.00| 725.00000 2175.00 PIPE CATCH BASIN, 12 IN. | | | 0092 720-45270 5.000 EACH | 975.00000 4875.00| 700.00000 3500.00| 750.00000 3750.00 PIPE CATCH BASIN, 18 IN. | | | 0093 720-45410 8.000 EACH | 1975.00000 15800.00| 3085.00000 24680.00| 3000.00000 24000.00 MANHOLE, C4 | | | 0094 720-45425 1.000 EACH | 10500.00000 10500.00| 12475.00000 12475.00| 18900.00000 18900.00 MANHOLE, F4 | | | 0095 720-93501 7.000 EACH | 7200.00000 50400.00| 8895.00000 62265.00| 8500.00000 59500.00 MANHOLE, L4 | | | 0096 720-94612 8.000 EACH | 3900.00000 31200.00| 4500.00000 36000.00| 5300.00000 42400.00 MANHOLE, K4 | | | 0097 720-95335 2.000 EACH | 11700.00000 23400.00| 11050.00000 22100.00| 21000.00000 42000.00 MANHOLE, M4 | | | 0098 720-95422 10.000 EACH | 3000.00000 30000.00| 4025.00000 40250.00| 3800.00000 38000.00 MANHOLE, J4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 200 -7 TABULATION OF BIDS ROUTE : EAST PEARL STREET CALL ORDER : 200 CONTRACT ID : R -28102-A COUNTIES : RIPLEY LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 31-1323837 |O`MARA DAVE CONTRACTOR |BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 720-98174 7.000 EACH | 1900.00000 13300.00| 1885.00000 13195.00| 2200.00000 15400.00 INLET, B15 | | | 0100 720-98555 5.000 EACH | 1900.00000 9500.00| 2050.00000 10250.00| 2200.00000 11000.00 INLET, C15 | | | 0101 732-04926 19.000 EACH | 600.00000 11400.00| 640.00000 12160.00| 660.00000 12540.00 VALVE , 6 IN. GAS | | | 0102 732-04987 1.000 EACH | 5400.00000 5400.00| 5250.00000 5250.00| 5500.00000 5500.00 CONNECTION , 1 IN. GAS Service | | | 0103 732-04987 4.000 EACH | 5400.00000 21600.00| 5250.00000 21000.00| 5500.00000 22000.00 CONNECTION , 2 IN. GAS Service | | | 0104 732-04987 7.000 EACH | 5400.00000 37800.00| 5250.00000 36750.00| 5500.00000 38500.00 CONNECTION , 3/4 IN. GAS Service | | | 0105 732-07653 47.000 TON | 25.00000 1175.00| 30.00000 1410.00| 16.50000 775.50 COARSE AGGREGATE, NO. 8 | | | 0106 801-03290 4.000 EACH | 385.00000 1540.00| 375.00000 1500.00| 800.00000 3200.00 CONSTRUCTION SIGN, C | | | 0107 801-04308 6.000 EACH | 425.00000 2550.00| 400.00000 2400.00| 1600.00000 9600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0108 801-06625 21.000 EACH | 165.00000 3465.00| 165.00000 3465.00| 410.00000 8610.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0109 801-06640 15.000 EACH | 385.00000 5775.00| 375.00000 5625.00| 600.00000 9000.00 CONSTRUCTION SIGN, A | | | 0110 801-06775 LUMP | 27500.00000 27500.00| 58763.02000 58763.02| 140000.00000 140000.00 MAINTAINING TRAFFIC | | | 0111 801-07118 272.000 LFT | 16.00000 4352.00| 16.00000 4352.00| 56.00000 15232.00 BARRICADE, III-A | | | 0112 801-07119 120.000 LFT | 19.00000 2280.00| 18.75000 2250.00| 61.00000 7320.00 BARRICADE, III-B | | | 0113 802-05704 408.000 LFT | 12.00000 4896.00| 20.50000 8364.00| 22.00000 8976.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0114 802-76025 146.000 SFT | 18.00000 2628.00| 32.00000 4672.00| 22.00000 3212.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0115 802-76035 62.000 SFT | 20.00000 1240.00| 43.50000 2697.00| 24.00000 1488.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0116 802-97059 1.000 EACH | 100.00000 100.00| 3200.00000 3200.00| 2600.00000 2600.00 SIGN AND SUPPORTS, WIDE FLANGE, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 200 -8 TABULATION OF BIDS ROUTE : EAST PEARL STREET CALL ORDER : 200 CONTRACT ID : R -28102-A COUNTIES : RIPLEY LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1128289 |( 3 ) 31-1323837 |O`MARA DAVE CONTRACTOR |BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0117 805-90267 662.000 LFT | 39.00000 25818.00| 31.00000 20522.00| 34.00000 22508.00 CONDUIT, STEEL, GALVANIZED, 3 IN. | | | 0118 807-02191 18.000 EACH | 900.00000 16200.00| 680.00000 12240.00| 840.00000 15120.00 HANDHOLE, LIGHTING | | | 0119 807-08214 7600.000 LFT | 4.25000 32300.00| 9.50000 72200.00| 11.00000 83600.00 CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0120 807-08469 53.000 EACH | 975.00000 51675.00| 785.00000 41605.00| 1300.00000 68900.00 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 24 IN. X 24 IN. X 96 IN. | | | 0121 808-03439 120.000 LFT | 6.00000 720.00| 5.75000 690.00| 6.50000 780.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0122 808-75245 8550.000 LFT | 0.50000 4275.00| 0.43000 3676.50| 0.50000 4275.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0123 808-75297 310.000 LFT | 6.00000 1860.00| 5.75000 1782.50| 6.50000 2015.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0124 808-75300 430.000 LFT | 1.75000 752.50| 1.60000 688.00| 1.00000 430.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0125 732-08419 360.000 SYS | 85.00000 30600.00| 47.50000 17100.00| 82.00000 29520.00 MODULAR BLOCK WALL | | | 0126 732-08421 360.000 SYS | 135.00000 48600.00| 285.00000 102600.00| 102.00000 36720.00 MODULAR BLOCK WALL ERECTION | | | SECTION TOTALS | $ 4,692,032.50| $ 5,354,910.42| $ 5,635,791.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,692,032.50| $ 5,354,910.42| $ 5,635,791.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 200 -9 TABULATION OF BIDS ROUTE : EAST PEARL STREET CALL ORDER : 200 CONTRACT ID : R -28102-A COUNTIES : RIPLEY LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06845 LUMP | 56500.00000 56500.00| 125872.24000 125872.24| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 292000.00000 292000.00| 120000.00000 120000.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 58000.00000 58000.00| 35000.00000 35000.00| CLEARING RIGHT OF WAY | | | 0010 202-02240 11500.000 SYS | 3.30000 37950.00| 5.88000 67620.00| PAVEMENT REMOVAL | | | 0011 202-02241 40.000 LFT | 3.25000 130.00| 5.00000 200.00| GUARDRAIL, REMOVE | | | 0012 202-02278 6000.000 LFT | 2.35000 14100.00| 6.38000 38280.00| CURB, CONCRETE, REMOVE | | | 0013 202-91385 15.000 EACH | 300.00000 4500.00| 549.36000 8240.40| INLET, REMOVE | | | 0014 202-93047 6.000 EACH | 545.00000 3270.00| 681.03000 4086.18| MANHOLE, REMOVE | | | 0015 203-02000 12000.000 CYS | 20.50000 246000.00| 18.86000 226320.00| EXCAVATION, COMMON | | | 0016 203-02010 540.000 CYS | 125.00000 67500.00| 62.62000 33814.80| EXCAVATION, ROCK | | | 0017 205-06933 11.000 EACH | 103.00000 1133.00| 98.00000 1078.00| TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 684.000 LFT | 3.50000 2394.00| 2.77000 1894.68| TEMPORARY SILT FENCE | | | 0019 207-08267 4200.000 SYS | 10.90000 45780.00| 11.64000 48888.00| SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 200 -10 TABULATION OF BIDS ROUTE : EAST PEARL STREET CALL ORDER : 200 CONTRACT ID : R -28102-A COUNTIES : RIPLEY LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 207-08268 19790.000 SYS | 12.80000 253312.00| 19.93000 394414.70| SUBGRADE TREATMENT, TYPE IV | | | 0021 211-09264 18408.000 CYS | 27.00000 497016.00| 29.66000 545981.28| STRUCTURE BACKFILL, TYPE 1 | | | 0022 211-09265 2511.000 CYS | 35.00000 87885.00| 40.15000 100816.65| STRUCTURE BACKFILL, TYPE 2 | | | 0023 211-09267 771.000 CYS | 60.00000 46260.00| 60.00000 46260.00| STRUCTURE BACKFILL, TYPE 4 | | | 0024 303-01180 500.000 TON | 27.00000 13500.00| 49.78000 24890.00| COMPACTED AGGREGATE, NO. 53 | | | 0025 303-07449 220.000 TON | 28.00000 6160.00| 49.39000 10865.80| COMPACTED AGGREGATE, NO. 73 | | | 0026 304-07493 20.000 TON | 180.00000 3600.00| 245.03000 4900.60| WIDENING WITH HMA, TYPE B | | | 0027 401-07327 900.000 TON | 120.00000 108000.00| 112.73000 101457.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0028 401-07397 1500.000 TON | 100.00000 150000.00| 96.72000 145080.00| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0029 401-07423 4500.000 TON | 95.00000 427500.00| 73.02000 328590.00| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0030 401-07429 2100.000 TON | 108.00000 226800.00| 92.18000 193578.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0031 406-05520 30.000 TON | 360.00000 10800.00| 500.00000 15000.00| ASPHALT FOR TACK COAT | | | 0032 603-92636 70.000 LFT | 62.00000 4340.00| 59.00000 4130.00| FENCE, CHAIN LINK, 72 IN. | | | 0033 604-07896 8.000 SYS | 255.00000 2040.00| 324.17000 2593.36| CURB RAMP, CONCRETE, B | | | 0034 604-07898 12.000 SYS | 280.00000 3360.00| 207.41000 2488.92| CURB RAMP, CONCRETE, D | | | 0035 604-07900 29.000 SYS | 275.00000 7975.00| 341.11000 9892.19| CURB RAMP, CONCRETE, F | | | 0036 604-07901 6.000 SYS | 300.00000 1800.00| 262.41000 1574.46| CURB RAMP, CONCRETE, G | | | 0037 604-07902 43.000 SYS | 165.00000 7095.00| 262.39000 11282.77| CURB RAMP, CONCRETE, H | | | 0038 604-07903 21.000 SYS | 185.00000 3885.00| 255.89000 5373.69| CURB RAMP, CONCRETE, K | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 200 -11 TABULATION OF BIDS ROUTE : EAST PEARL STREET CALL ORDER : 200 CONTRACT ID : R -28102-A COUNTIES : RIPLEY LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 604-44251 20.000 CYS | 700.00000 14000.00| 1134.78000 22695.60| STEPS, CONCRETE | | | 0040 604-91531 2240.000 SYS | 40.00000 89600.00| 36.06000 80774.40| SIDEWALK, CONCRETE, 4 IN. | | | 0041 605-06120 950.000 LFT | 30.00000 28500.00| 19.85000 18857.50| CURB, CONCRETE | | | 0042 605-06140 6700.000 LFT | 18.00000 120600.00| 13.45000 90115.00| CURB AND GUTTER, CONCRETE | | | 0043 610-07487 2350.000 TON | 105.00000 246750.00| 98.49000 231451.50| HMA FOR APPROACHES, TYPE B | | | 0044 610-08446 210.000 SYS | 42.00000 8820.00| 49.48000 10390.80| PCCP FOR APPROACHES, 6 IN. | | | 0045 610-08510 300.000 SYS | 53.00000 15900.00| 60.08000 18024.00| PCCP FOR APPROACHES , 10 IN. | | | 0046 610-09108 3580.000 SYS | 45.00000 161100.00| 57.48000 205778.40| PCCP FOR APPROACHES, 9 IN. | | | 0047 616-02320 286.000 SYS | 2.75000 786.50| 6.09000 1741.74| GEOTEXTILES | | | 0048 616-05688 290.000 TON | 35.00000 10150.00| 47.80000 13862.00| RIPRAP, CLASS 1 | | | 0049 616-06451 26.000 TON | 27.00000 702.00| 59.91000 1557.66| RIPRAP, UNIFORM , Type A | | | 0050 621-06575 11420.000 SYS | 4.10000 46822.00| 2.81000 32090.20| SODDING, NURSERY | | | 0051 628-09402 16.000 MOS | 2700.00000 43200.00| 2372.40000 37958.40| FIELD OFFICE, B | | | 0052 628-09407 16.000 MOS | 190.00000 3040.00| 175.96000 2815.36| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0053 702-90915 30.000 CYS | 820.00000 24600.00| 1251.16000 37534.80| CONCRETE, A | | | 0054 703-51030 1780.000 LBS | 1.95000 3471.00| 2.41000 4289.80| REINFORCING STEEL | | | 0055 706-01268 20.000 LFT | 450.00000 9000.00| 427.00000 8540.00| HANDRAIL, ALUMINUM | | | 0057 714-26703 1001.000 LFT | 400.00000 400400.00| 659.80000 660459.80| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0058 714-93641 30.000 LFT | 290.00000 8700.00| 945.17000 28355.10| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 3 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 200 -12 TABULATION OF BIDS ROUTE : EAST PEARL STREET CALL ORDER : 200 CONTRACT ID : R -28102-A COUNTIES : RIPLEY LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 715-02181 400.000 LFT | 55.00000 22000.00| 73.23000 29292.00| SANITARY SEWER SERVICE ADJUSTMENT | | | 0060 715-04612 4052.000 LFT | 50.00000 202600.00| 47.65000 193077.80| PIPE , 6 IN. Gas Main | | | 0061 715-05024 930.000 LFT | 89.00000 82770.00| 117.76000 109516.80| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0062 715-05048 9260.000 LFT | 3.95000 36577.00| 4.61000 42688.60| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0063 715-05146 19.000 LFT | 40.00000 760.00| 77.55000 1473.45| PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0064 715-05149 2250.000 LFT | 47.00000 105750.00| 66.49000 149602.50| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0065 715-05151 83.000 LFT | 60.00000 4980.00| 84.42000 7006.86| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0066 715-05154 820.000 LFT | 68.00000 55760.00| 110.49000 90601.80| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0067 715-05156 880.000 LFT | 76.00000 66880.00| 137.95000 121396.00| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0068 715-05159 211.000 LFT | 134.00000 28274.00| 142.36000 30037.96| PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0069 715-05161 390.000 LFT | 148.00000 57720.00| 173.99000 67856.10| PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0070 715-05162 520.000 LFT | 171.00000 88920.00| 205.41000 106813.20| PIPE, TYPE 2, CIRCULAR, 54 IN. | | | 0071 715-05163 890.000 LFT | 177.00000 157530.00| 272.59000 242605.10| PIPE, TYPE 2, CIRCULAR, 60 IN. | | | 0072 715-05408 47.000 LFT | 41.00000 1927.00| 188.03000 8837.41| PIPE, SANITARY SEWER, 8 IN. | | | 0073 715-05428 160.000 LFT | 143.00000 22880.00| 162.82000 26051.20| PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0074 715-08305 120.000 TON | 155.00000 18600.00| 188.01000 22561.20| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0075 718-52610 620.000 CYS | 41.00000 25420.00| 61.14000 37906.80| AGGREGATE FOR UNDERDRAINS | | | 0076 718-99153 7050.000 SYS | 2.00000 14100.00| 2.48000 17484.00| GEOTEXTILES FOR UNDERDRAIN | | | 0077 720-01092 1.000 EACH | 3885.00000 3885.00| 5492.90000 5492.90| MANHOLE, J15, MODIFIED | | | 0078 720-01894 10.000 EACH | 795.00000 7950.00| 1682.56000 16825.60| CASTING, FURNISH AND ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 200 -13 TABULATION OF BIDS ROUTE : EAST PEARL STREET CALL ORDER : 200 CONTRACT ID : R -28102-A COUNTIES : RIPLEY LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 720-03194 1.000 EACH | 4450.00000 4450.00| 6050.38000 6050.38| MANHOLE , K15 | | | 0080 720-03194 1.000 EACH | 4990.00000 4990.00| 8469.56000 8469.56| MANHOLE , Sanitary, Drop | | | 0081 720-06607 4.000 EACH | 2685.00000 10740.00| 1489.07000 5956.28| SLOTTED DRAIN CLEANOUT , PORT, TYPE 2 | | | 0082 720-07301 13.000 EACH | 2390.00000 31070.00| 2924.65000 38020.45| INLET TYPE HA | | | 0083 720-08242 1.000 EACH | 11300.00000 11300.00| 13049.10000 13049.10| MANHOLE, L15, MODIFIED | | | 0084 720-09078 1.000 EACH | 14200.00000 14200.00| 14668.45000 14668.45| MANHOLE, M5, MODIFIED | | | 0085 720-44000 26.000 EACH | 450.00000 11700.00| 348.24000 9054.24| CASTING, ADJUST TO GRADE | | | 0086 720-44000 31.000 EACH | 220.00000 6820.00| 289.87000 8985.97| CASTING, ADJUST TO GRADE , Water Valve | | | 0087 720-44025 1.000 EACH | 685.00000 685.00| 740.66000 740.66| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0088 720-45005 2.000 EACH | 1830.00000 3660.00| 1739.31000 3478.62| INLET, A2 | | | 0089 720-45045 36.000 EACH | 1820.00000 65520.00| 2068.26000 74457.36| INLET, J10 | | | 0090 720-45055 20.000 EACH | 1815.00000 36300.00| 2897.54000 57950.80| INLET, M10 | | | 0091 720-45260 3.000 EACH | 1725.00000 5175.00| 825.03000 2475.09| PIPE CATCH BASIN, 12 IN. | | | 0092 720-45270 5.000 EACH | 2500.00000 12500.00| 1000.69000 5003.45| PIPE CATCH BASIN, 18 IN. | | | 0093 720-45410 8.000 EACH | 2590.00000 20720.00| 3086.35000 24690.80| MANHOLE, C4 | | | 0094 720-45425 1.000 EACH | 18600.00000 18600.00| 10711.10000 10711.10| MANHOLE, F4 | | | 0095 720-93501 7.000 EACH | 10500.00000 73500.00| 9286.67000 65006.69| MANHOLE, L4 | | | 0096 720-94612 8.000 EACH | 3700.00000 29600.00| 6050.10000 48400.80| MANHOLE, K4 | | | 0097 720-95335 2.000 EACH | 12560.00000 25120.00| 11199.25000 22398.50| MANHOLE, M4 | | | 0098 720-95422 10.000 EACH | 3100.00000 31000.00| 5586.92000 55869.20| MANHOLE, J4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 200 -14 TABULATION OF BIDS ROUTE : EAST PEARL STREET CALL ORDER : 200 CONTRACT ID : R -28102-A COUNTIES : RIPLEY LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 720-98174 7.000 EACH | 2300.00000 16100.00| 1975.79000 13830.53| INLET, B15 | | | 0100 720-98555 5.000 EACH | 2395.00000 11975.00| 2651.43000 13257.15| INLET, C15 | | | 0101 732-04926 19.000 EACH | 630.00000 11970.00| 600.00000 11400.00| VALVE , 6 IN. GAS | | | 0102 732-04987 1.000 EACH | 5220.00000 5220.00| 4975.00000 4975.00| CONNECTION , 1 IN. GAS Service | | | 0103 732-04987 4.000 EACH | 5220.00000 20880.00| 4975.00000 19900.00| CONNECTION , 2 IN. GAS Service | | | 0104 732-04987 7.000 EACH | 5225.00000 36575.00| 4975.00000 34825.00| CONNECTION , 3/4 IN. GAS Service | | | 0105 732-07653 47.000 TON | 16.00000 752.00| 75.78000 3561.66| COARSE AGGREGATE, NO. 8 | | | 0106 801-03290 4.000 EACH | 498.00000 1992.00| 375.00000 1500.00| CONSTRUCTION SIGN, C | | | 0107 801-04308 6.000 EACH | 415.00000 2490.00| 750.00000 4500.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0108 801-06625 21.000 EACH | 120.00000 2520.00| 195.00000 4095.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0109 801-06640 15.000 EACH | 150.00000 2250.00| 275.00000 4125.00| CONSTRUCTION SIGN, A | | | 0110 801-06775 LUMP | 77973.50000 77973.50| 162956.82000 162956.82| MAINTAINING TRAFFIC | | | 0111 801-07118 272.000 LFT | 21.00000 5712.00| 27.00000 7344.00| BARRICADE, III-A | | | 0112 801-07119 120.000 LFT | 26.20000 3144.00| 29.00000 3480.00| BARRICADE, III-B | | | 0113 802-05704 408.000 LFT | 11.50000 4692.00| 19.90000 8119.20| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0114 802-76025 146.000 SFT | 17.85000 2606.10| 19.90000 2905.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0115 802-76035 62.000 SFT | 19.50000 1209.00| 22.00000 1364.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0116 802-97059 1.000 EACH | 3140.00000 3140.00| 2240.00000 2240.00| SIGN AND SUPPORTS, WIDE FLANGE, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 200 -15 TABULATION OF BIDS ROUTE : EAST PEARL STREET CALL ORDER : 200 CONTRACT ID : R -28102-A COUNTIES : RIPLEY LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 31-0578656 |( ) |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0117 805-90267 662.000 LFT | 30.45000 20157.90| 29.00000 19198.00| CONDUIT, STEEL, GALVANIZED, 3 IN. | | | 0118 807-02191 18.000 EACH | 669.00000 12042.00| 730.00000 13140.00| HANDHOLE, LIGHTING | | | 0119 807-08214 7600.000 LFT | 9.40000 71440.00| 9.00000 68400.00| CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0120 807-08469 53.000 EACH | 770.00000 40810.00| 1130.00000 59890.00| LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 24 IN. X 24 IN. X 96 IN. | | | 0121 808-03439 120.000 LFT | 6.30000 756.00| 5.80000 696.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0122 808-75245 8550.000 LFT | 0.40000 3420.00| 0.78000 6669.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0123 808-75297 310.000 LFT | 6.20000 1922.00| 5.80000 1798.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0124 808-75300 430.000 LFT | 0.90000 387.00| 1.95000 838.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0125 732-08419 360.000 SYS | 100.00000 36000.00| 73.00000 26280.00| MODULAR BLOCK WALL | | | 0126 732-08421 360.000 SYS | 130.00000 46800.00| 220.50000 79380.00| MODULAR BLOCK WALL ERECTION | | | SECTION TOTALS | $ 5,794,600.00| $ 6,550,993.82| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,794,600.00| $ 6,550,993.82| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 230 -1 VENDOR RANKING CALL ORDER : 230 CONTRACT ID : R -29623-A COUNTIES : HAMILTON LETTING DATE : 09/04/08 10:00 AM DISTRICT : 63 CONTRACT TIME : 11/15/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9929042 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 1,031,500.00 100.0000% 2 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 1,188,588.19 115.2291% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,540,442.00 149.3400% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 230 -2 TABULATION OF BIDS ROUTE : BIKE PATH CALL ORDER : 230 CONTRACT ID : R -29623-A COUNTIES : HAMILTON LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 31-1323837 |( 3 ) 35-0918397 |CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 9820.00000 9820.00| 11000.00000 11000.00| 35603.01000 35603.01 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 | | | 0007 110-01001 LUMP | 50000.00000 50000.00| 47000.00000 47000.00| 77022.00000 77022.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 25000.00000 25000.00| 34100.00000 34100.00| 38511.00000 38511.00 CLEARING RIGHT OF WAY | | | 0009 203-02000 4888.000 CYS | 30.00000 146640.00| 27.00000 131976.00| 43.11000 210721.68 EXCAVATION, COMMON | | | 0010 205-02770 3183.000 SYS | 1.32000 4201.56| 1.60000 5092.80| 1.74000 5538.42 EROSION CONTROL BLANKET | | | 0011 205-06931 324.000 TON | 40.00000 12960.00| 36.50000 11826.00| 102.03000 33057.72 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 2.000 EACH | 100.00000 200.00| 120.00000 240.00| 156.00000 312.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 6081.000 LFT | 1.25000 7601.25| 1.50000 9121.50| 2.58000 15688.98 TEMPORARY SILT FENCE | | | 0014 210-04181 6.000 EACH | 1100.00000 6600.00| 550.00000 3300.00| 2438.93000 14633.58 BICYCLE RACK | | | 0015 211-09264 40.000 CYS | 20.00000 800.00| 20.00000 800.00| 22.76000 910.40 STRUCTURE BACKFILL, TYPE 1 | | | 0016 301-07448 2820.000 TON | 24.00000 67680.00| 27.00000 76140.00| 23.96000 67567.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-04853 378.000 TON | 48.00000 18144.00| 54.25000 20506.50| 33.77000 12765.06 COMPACTED AGGREGATE , CRUSHED LIMESTONE | | | 0018 402-07432 400.000 TON | 97.00000 38800.00| 139.50000 55800.00| 110.55000 44220.00 HMA SURFACE, TYPE A | | | 0019 402-07435 842.000 TON | 84.00000 70728.00| 89.75000 75569.50| 75.17000 63293.14 HMA INTERMEDIATE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 230 -3 TABULATION OF BIDS ROUTE : BIKE PATH CALL ORDER : 230 CONTRACT ID : R -29623-A COUNTIES : HAMILTON LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 31-1323837 |( 3 ) 35-0918397 |CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 601-03970 1400.000 LFT | 30.00000 42000.00| 37.55000 52570.00| 30.00000 42000.00 RAILING, WOOD, 4 FT. 6 IN. , ORNAMENTAL | | | RAIL | | | 0021 604-04740 3864.000 SFT | 12.50000 48300.00| 12.95000 50038.80| 7.26000 28052.64 PAVERS , CONCRETE, PERMEABLE SYSTEM | | | 0022 604-07903 1.000 SYS | 1667.68000 1667.68| 1000.00000 1000.00| 651.58000 651.58 CURB RAMP, CONCRETE, K | | | 0023 604-44251 10.000 CYS | 800.00000 8000.00| 1250.00000 12500.00| 1072.11000 10721.10 STEPS, CONCRETE | | | 0024 604-91531 260.000 SYS | 46.08000 11980.80| 64.25000 16705.00| 54.35000 14131.00 SIDEWALK, CONCRETE, 4 IN. | | | 0025 605-06090 105.000 LFT | 23.00000 2415.00| 19.00000 1995.00| 48.90000 5134.50 CURB, INTEGRAL, CONCRETE | | | 0026 605-06121 652.000 LFT | 30.91000 20153.32| 43.00000 28036.00| 40.38000 26327.76 CURB, CONCRETE, B | | | 0027 610-08510 712.000 SYS | 1.00000 712.00| 73.75000 52510.00| 100.42000 71499.04 PCCP FOR APPROACHES | | | 0028 611-03671 4.000 EACH | 1400.00000 5600.00| 1450.00000 5800.00| 3400.76000 13603.04 TRASH RECEPTACLE | | | 0029 621-01004 1.000 EACH | 275.00000 275.00| 350.00000 350.00| 769.00000 769.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-04317 4291.000 SYS | 0.78000 3346.98| 1.95000 8367.45| 0.86000 3690.26 MULCHED SEEDING , B | | | 0031 621-06545 0.200 TON | 2590.00000 518.00| 3200.00000 640.00| 3267.00000 653.40 FERTILIZER | | | 0032 621-06557 113.000 LBS | 5.10000 576.30| 7.50000 847.50| 6.53000 737.89 SEED MIXTURE, T | | | 0033 621-06565 3.000 TON | 440.00000 1320.00| 550.00000 1650.00| 436.00000 1308.00 MULCHING MATERIAL | | | 0034 621-06570 929.100 CYS | 40.00000 37164.00| 57.85000 53748.44| 105.58000 98094.38 TOP SOIL | | | 0035 621-06575 1357.000 SYS | 3.95000 5360.15| 4.95000 6717.15| 3.92000 5319.44 SODDING, NURSERY | | | 0036 621-06748 1164.000 SYS | 1.02000 1187.28| 2.50000 2910.00| 0.86000 1001.04 SEEDING , A | | | 0037 621-98038 120.000 CYS | 70.00000 8400.00| 87.50000 10500.00| 113.00000 13560.00 MULCH, HARDWOOD SHREDDED BARK | | | 0038 622-05640 593.000 EACH | 57.00000 33801.00| 71.30000 42280.90| 60.50000 35876.50 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 230 -4 TABULATION OF BIDS ROUTE : BIKE PATH CALL ORDER : 230 CONTRACT ID : R -29623-A COUNTIES : HAMILTON LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 31-1323837 |( 3 ) 35-0918397 |CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 622-05647 3.000 EACH | 355.00000 1065.00| 445.00000 1335.00| 366.00000 1098.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 120 IN. | | | 0040 622-05651 11.000 EACH | 522.00000 5742.00| 650.00000 7150.00| 627.00000 6897.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. , BALL AND BURLAP | | | 0041 622-05654 922.000 EACH | 15.35000 14152.70| 19.10000 17610.20| 18.51000 17066.22 PLANT, PERENNIAL | | | 0042 622-05654 3766.000 EACH | 3.85000 14499.10| 4.80000 18076.80| 6.57000 24742.62 PLANT, PERENNIAL , 2 IN. PLUG | | | 0043 628-09402 9.000 MOS | 2500.00000 22500.00| 2400.00000 21600.00| 2843.72000 25593.48 FIELD OFFICE, B | | | 0044 706-01268 94.200 LFT | 305.00000 28731.00| 180.00000 16956.00| 305.00000 28731.00 HANDRAIL, ALUMINUM , ORNAMENTAL | | | 0045 712-03812 4.000 EACH | 3400.00000 13600.00| 3150.00000 12600.00| 6463.34000 25853.36 BENCH | | | 0046 715-04555 2.000 EACH | 1200.00000 2400.00| 800.00000 1600.00| 733.70000 1467.40 PIPE END SECTION, MIN. AREA 5.1 SQ. FT. | | | 0047 715-05048 105.000 LFT | 20.00000 2100.00| 28.00000 2940.00| 36.44000 3826.20 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0048 715-05168 31.000 LFT | 40.00000 1240.00| 35.00000 1085.00| 42.37000 1313.47 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0049 715-05169 128.000 LFT | 46.00000 5888.00| 92.75000 11872.00| 38.70000 4953.60 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0050 715-05335 42.000 LFT | 118.00000 4956.00| 130.00000 5460.00| 108.72000 4566.24 PIPE, TYPE 2, DEFORMED, MIN. AREA 5.1 | | | SFT. | | | 0051 715-46000 1.000 EACH | 540.00000 540.00| 450.00000 450.00| 714.33000 714.33 PIPE END SECTION, 12 IN. | | | 0052 715-46005 5.000 EACH | 540.00000 2700.00| 615.00000 3075.00| 740.17000 3700.85 PIPE END SECTION, 15 IN. | | | 0053 718-06531 1.000 EACH | 780.00000 780.00| 70.00000 70.00| 669.09000 669.09 OUTLET PROTECTOR, 3 | | | 0054 720-45030 1.000 EACH | 1800.00000 1800.00| 1250.00000 1250.00| 1767.00000 1767.00 INLET, E7 | | | 0055 720-90984 1.000 EACH | 3000.00000 3000.00| 2000.00000 2000.00| 2476.93000 2476.93 MANHOLE, C2 | | | 0056 720-91051 2.000 EACH | 1600.00000 3200.00| 875.00000 1750.00| 1867.81000 3735.62 INLET, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 230 -5 TABULATION OF BIDS ROUTE : BIKE PATH CALL ORDER : 230 CONTRACT ID : R -29623-A COUNTIES : HAMILTON LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 31-1323837 |( 3 ) 35-0918397 |CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 801-06775 LUMP | 52954.38000 52954.38| 7000.00000 7000.00| 11465.15000 11465.15 MAINTAINING TRAFFIC | | | 0058 802-03821 62.000 EACH | 0.05000 3.10| 57.50000 3565.00| 0.05000 3.10 SIGN, SHEET WITH LEGEND | | | 0059 802-04314 1.000 EACH | 7500.00000 7500.00| 18500.00000 18500.00| 100000.00000 100000.00 SIGN , GATEWAY | | | 0060 802-04314 1.000 EACH | 3200.00000 3200.00| 4000.00000 4000.00| 25000.00000 25000.00 SIGN , IDENTITY | | | 0061 802-04314 4.000 EACH | 3400.00000 13600.00| 4250.00000 17000.00| 25000.00000 100000.00 SIGN , INFORMATIVE | | | 0062 802-04314 2.000 EACH | 1200.00000 2400.00| 1225.00000 2450.00| 4815.09000 9630.18 SIGN , MILE MARKER | | | 0063 802-04314 12.000 EACH | 1630.00000 19560.00| 2040.00000 24480.00| 2500.00000 30000.00 SIGN , TRAIL TRAFFIC | | | 0064 802-76055 38.000 LFT | 34.50000 1311.00| 13.00000 494.00| 34.50000 1311.00 SIGN POST, A | | | 0065 805-01815 2.000 EACH | 2746.00000 5492.00| 3150.00000 6300.00| 2746.00000 5492.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0066 805-02072 2.000 EACH | 13153.00000 26306.00| 19120.00000 38240.00| 13153.00000 26306.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0067 805-02262 LUMP | 1712.00000 1712.00| 3900.00000 3900.00| 1712.00000 1712.00 FLASHER INSTALLATION , 156TH STREET | | | 0068 805-02262 LUMP | 1712.00000 1712.00| 3900.00000 3900.00| 1712.00000 1712.00 FLASHER INSTALLATION , GREYHOUND PASS | | | 0069 805-78190 8.000 EACH | 406.00000 3248.00| 645.00000 5160.00| 406.00000 3248.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | 0070 805-78445 2.000 EACH | 983.00000 1966.00| 855.00000 1710.00| 983.00000 1966.00 SIGNAL SERVICE | | | 0071 805-78467 64.000 LFT | 3.10000 198.40| 4.60000 294.40| 3.10000 198.40 SIGNAL CABLE, 3C 8GA. | | | 0072 805-78485 320.000 LFT | 2.10000 672.00| 3.50000 1120.00| 2.10000 672.00 SIGNAL CABLE, 5C 14GA. | | | 0073 805-86810 1.000 EACH | 4617.00000 4617.00| 7900.00000 7900.00| 4617.00000 4617.00 SERVICE POINT, II | | | 0074 805-94069 30.000 LFT | 17.50000 525.00| 16.00000 480.00| 17.50000 525.00 CONDUIT, STEEL, GALVANIZED, 1 IN. | | | 0075 805-98335 329.000 LFT | 13.00000 4277.00| 25.25000 8307.25| 13.00000 4277.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 230 -6 TABULATION OF BIDS ROUTE : BIKE PATH CALL ORDER : 230 CONTRACT ID : R -29623-A COUNTIES : HAMILTON LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1151771 |( 2 ) 31-1323837 |( 3 ) 35-0918397 |CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 805-98336 85.000 LFT | 13.00000 1105.00| 30.60000 2601.00| 13.00000 1105.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0077 807-03051 118.000 LFT | 1.00000 118.00| 1.60000 188.80| 1.00000 118.00 LIGHT CABLE, 1C 10GA. | | | 0078 807-03802 4.000 EACH | 3739.00000 14956.00| 5615.00000 22460.00| 3739.00000 14956.00 LIGHT STANDARDS , ORNAMENTAL, | | | W/LUMINAIRE | | | 0079 807-03950 4.000 EACH | 3500.00000 14000.00| 4010.00000 16040.00| 3500.00000 14000.00 LUMINAIRE, ORNAMENTAL , BOLLARD, SOLAR | | | 0080 807-04653 4.000 EACH | 801.00000 3204.00| 1500.00000 6000.00| 801.00000 3204.00 LIGHTING FOUNDATION | | | 0081 807-86910 4.000 EACH | 63.50000 254.00| 54.00000 216.00| 63.50000 254.00 CONNECTOR KIT, UNFUSED | | | 0082 807-86915 4.000 EACH | 63.50000 254.00| 55.00000 220.00| 63.50000 254.00 CONNECTOR KIT, FUSED | | | 0083 807-86925 12.000 EACH | 45.00000 540.00| 32.00000 384.00| 45.00000 540.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0084 807-86930 17.000 EACH | 35.00000 595.00| 28.00000 476.00| 35.00000 595.00 INSULATION LINK, NONWATERPROOFED | | | 0085 808-03114 4.000 EACH | 295.00000 1180.00| 150.00000 600.00| 295.00000 1180.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 8 FT. | | | 0086 808-04767 120.000 LFT | 7.00000 840.00| 7.00000 840.00| 7.00000 840.00 LINE , PAINT SOLID BLUE, 4 IN | | | 0087 808-06706 240.000 LFT | 8.00000 1920.00| 6.22000 1492.80| 8.00000 1920.00 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0088 808-06713 180.000 LFT | 7.00000 1260.00| 4.98000 896.40| 7.00000 1260.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0089 808-75330 4.000 EACH | 295.00000 1180.00| 150.00000 600.00| 295.00000 1180.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | WORD (PEDX) | | | 0090 808-97222 2.000 EACH | 195.00000 390.00| 125.00000 250.00| 195.00000 390.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0091 622-05650 40.000 EACH | 440.00000 17600.00| 550.00000 22000.00| 459.00000 18360.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | SECTION TOTALS | $ 1,031,500.00| $ 1,188,588.19| $ 1,540,442.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,031,500.00| $ 1,188,588.19| $ 1,540,442.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -1 VENDOR RANKING CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : 64 CONTRACT TIME : 04/30/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0101128 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 1,217,944.25 100.0000% 2 35-1386990 ISOM JACK CONSTRUCTION CO $ 1,230,523.40 101.0328% 3 35-1325036 DEICHMAN EXCAVATING CO $ 1,321,691.00 108.5182% 4 35-1917625 MILESTONE CONTRACTORS LP $ 1,354,321.30 111.1973% 5 35-1212938 ATLAS EXCAVATING INC $ 1,357,641.50 111.4699% 6 35-1111003 WHITE CONSTRUCTION INC $ 1,583,544.00 130.0178% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 1,736,200.00 142.5517% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -2 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1386990 |( 3 ) 35-1325036 |E & B PAVING INC |ISOM JACK CONSTRUCTION CO |DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT W/ ADDED TURN LANES | | | 0001 105-06845 LUMP | 30000.00000 30000.00| 22000.00000 22000.00| 18500.00000 18500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 | | | 0007 110-01001 LUMP | 60800.00000 60800.00| 58000.00000 58000.00| 165000.00000 165000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 24000.00000 24000.00| 11000.00000 11000.00| 16800.00000 16800.00 CLEARING RIGHT OF WAY | | | 0009 202-02241 185.000 LFT | 8.50000 1572.50| 5.00000 925.00| 8.50000 1572.50 GUARDRAIL, REMOVE | | | 0010 202-02273 5.000 SYS | 84.00000 420.00| 150.00000 750.00| 84.00000 420.00 CENTER CURB, CONCRETE, REMOVE | | | 0011 202-02279 261.000 LFT | 4.00000 1044.00| 5.00000 1305.00| 4.00000 1044.00 CURB AND GUTTER, REMOVE | | | 0012 202-91385 4.000 EACH | 500.00000 2000.00| 250.00000 1000.00| 500.00000 2000.00 INLET, REMOVE | | | 0013 202-96133 378.000 LFT | 40.00000 15120.00| 10.00000 3780.00| 13.00000 4914.00 PIPE, REMOVE | | | 0014 203-02000 2326.000 CYS | 15.00000 34890.00| 33.60000 78153.60| 15.00000 34890.00 EXCAVATION, COMMON | | | 0015 207-08263 6650.000 SYS | 6.67000 44355.50| 9.00000 59850.00| 7.50000 49875.00 SUBGRADE TREATMENT, TYPE IA | | | 0016 207-08266 1750.000 SYS | 14.00000 24500.00| 7.00000 12250.00| 14.00000 24500.00 SUBGRADE TREATMENT, TYPE III | | | 0017 207-08267 1358.000 SYS | 14.00000 19012.00| 8.00000 10864.00| 14.00000 19012.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0018 211-09264 784.000 CYS | 28.00000 21952.00| 18.50000 14504.00| 28.00000 21952.00 STRUCTURE BACKFILL, TYPE 1 | | | 0019 306-08043 965.000 SYS | 13.00000 12545.00| 4.85000 4680.25| 6.50000 6272.50 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -3 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1386990 |( 3 ) 35-1325036 |E & B PAVING INC |ISOM JACK CONSTRUCTION CO |DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-07433 889.000 TON | 88.00000 78232.00| 103.04000 91602.56| 88.00000 78232.00 HMA SURFACE, TYPE B | | | 0021 402-07438 1314.000 TON | 85.00000 111690.00| 95.34000 125276.76| 85.00000 111690.00 HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 2890.000 TON | 84.00000 242760.00| 82.14000 237384.60| 84.00000 242760.00 HMA BASE, TYPE B | | | 0023 402-07453 385.000 TON | 60.00000 23100.00| 116.24000 44752.40| 80.00000 30800.00 HMA FOR TEMPORARY PAVEMENT | | | 0024 404-05514 788.000 SYS | 2.50000 1970.00| 18.00000 14184.00| 2.50000 1970.00 SEAL COAT, 5 | | | 0025 406-05520 4.300 TON | 100.00000 430.00| 900.00000 3870.00| 100.00000 430.00 ASPHALT FOR TACK COAT | | | 0026 605-06140 1627.000 LFT | 28.00000 45556.00| 23.00000 37421.00| 28.00000 45556.00 CURB AND GUTTER, CONCRETE | | | 0027 605-06145 193.000 LFT | 36.00000 6948.00| 25.00000 4825.00| 36.00000 6948.00 CURB AND GUTTER, B, CONCRETE | | | 0028 605-94811 1.000 EACH | 1800.00000 1800.00| 1200.00000 1200.00| 1800.00000 1800.00 CURB TURNOUT | | | 0029 610-07487 355.000 TON | 120.00000 42600.00| 137.14000 48684.70| 120.00000 42600.00 HMA FOR APPROACHES, TYPE B | | | 0030 610-08446 70.000 SYS | 60.00000 4200.00| 80.00000 5600.00| 70.00000 4900.00 PCCP FOR APPROACHES, 6 IN. | | | 0031 610-09108 585.000 SYS | 80.00000 46800.00| 63.00000 36855.00| 90.00000 52650.00 PCCP FOR APPROACHES, 9 IN. | | | 0032 611-06497 6.000 EACH | 150.00000 900.00| 300.00000 1800.00| 225.00000 1350.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06505 2.000 EACH | 550.00000 1100.00| 1125.00000 2250.00| 975.00000 1950.00 MONUMENT, B | | | 0034 615-06527 1.000 EACH | 400.00000 400.00| 988.00000 988.00| 750.00000 750.00 MONUMENT, SECTION CORNER | | | 0035 621-01004 2.000 EACH | 275.00000 550.00| 650.00000 1300.00| 275.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 0.100 TON | 2155.00000 215.50| 650.00000 65.00| 2155.00000 215.50 FERTILIZER | | | 0037 621-06557 82.000 LBS | 7.95000 651.90| 10.00000 820.00| 7.95000 651.90 SEED MIXTURE, T | | | 0038 621-06560 451.000 SYS | 1.90000 856.90| 8.00000 3608.00| 1.90000 856.90 MULCHED SEEDING, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -4 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1386990 |( 3 ) 35-1325036 |E & B PAVING INC |ISOM JACK CONSTRUCTION CO |DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 621-06565 2.000 TON | 480.00000 960.00| 650.00000 1300.00| 480.00000 960.00 MULCHING MATERIAL | | | 0040 621-06567 52.000 kGAL | 1.00000 52.00| 1.00000 52.00| 1.00000 52.00 WATER | | | 0041 621-06574 149.000 SYS | 2.85000 424.65| 6.00000 894.00| 2.85000 424.65 SODDING | | | 0042 621-06575 4450.000 SYS | 2.85000 12682.50| 6.00000 26700.00| 2.85000 12682.50 SODDING, NURSERY | | | 0043 628-09402 8.000 MOS | 2350.00000 18800.00| 2200.00000 17600.00| 2600.00000 20800.00 FIELD OFFICE, B | | | 0044 715-03475 4.000 EACH | 375.00000 1500.00| 300.00000 1200.00| 375.00000 1500.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0045 715-05146 9.000 LFT | 50.00000 450.00| 15.00000 135.00| 50.00000 450.00 PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0046 715-05149 940.000 LFT | 40.00000 37600.00| 21.00000 19740.00| 40.00000 37600.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0047 715-05151 25.000 LFT | 80.00000 2000.00| 31.00000 775.00| 48.00000 1200.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0048 715-05152 403.000 LFT | 42.50000 17127.50| 17.00000 6851.00| 42.50000 17127.50 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0049 715-05154 483.000 LFT | 54.00000 26082.00| 28.00000 13524.00| 54.00000 26082.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0050 715-05169 168.000 LFT | 40.00000 6720.00| 35.00000 5880.00| 40.00000 6720.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0051 715-05361 61.000 LFT | 95.00000 5795.00| 30.00000 1830.00| 95.00000 5795.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0052 715-08484 2.000 EACH | 450.00000 900.00| 325.00000 650.00| 450.00000 900.00 SAFETY METAL END SECTION, 6:1, MIN. | | | AREA 0.15 m2 | | | 0053 715-09064 2141.000 LFT | 1.25000 2676.25| 2.88000 6166.08| 2.00000 4282.00 VIDEO INSPECTION FOR PIPE | | | 0054 715-46000 1.000 EACH | 250.00000 250.00| 200.00000 200.00| 250.00000 250.00 PIPE END SECTION, 12 IN. | | | 0055 715-46005 4.000 EACH | 265.00000 1060.00| 225.00000 900.00| 265.00000 1060.00 PIPE END SECTION, 15 IN. | | | 0056 715-46045 2.000 EACH | 270.00000 540.00| 235.00000 470.00| 270.00000 540.00 PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0057 720-45030 1.000 EACH | 1400.00000 1400.00| 1500.00000 1500.00| 1400.00000 1400.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -5 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1386990 |( 3 ) 35-1325036 |E & B PAVING INC |ISOM JACK CONSTRUCTION CO |DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 720-45035 6.000 EACH | 1400.00000 8400.00| 1425.00000 8550.00| 1400.00000 8400.00 INLET, F7 | | | 0059 720-45410 5.000 EACH | 1800.00000 9000.00| 2200.00000 11000.00| 1800.00000 9000.00 MANHOLE, C4 | | | 0060 720-90984 1.000 EACH | 2000.00000 2000.00| 2800.00000 2800.00| 2000.00000 2000.00 MANHOLE, C2 | | | 0061 720-98555 9.000 EACH | 2300.00000 20700.00| 2175.00000 19575.00| 2300.00000 20700.00 INLET, C15 | | | 0062 801-03290 4.000 EACH | 145.00000 580.00| 205.00000 820.00| 145.00000 580.00 CONSTRUCTION SIGN, C | | | 0063 801-04308 2.000 EACH | 300.00000 600.00| 388.00000 776.00| 300.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06203 16247.000 LFT | 0.13500 2193.35| 0.20000 3249.40| 0.13500 2193.35 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0065 801-06216 72.000 LFT | 2.50000 180.00| 2.88000 207.36| 2.50000 180.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0066 801-06625 4.000 EACH | 78.00000 312.00| 99.00000 396.00| 78.00000 312.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 20.000 EACH | 100.00000 2000.00| 155.00000 3100.00| 100.00000 2000.00 CONSTRUCTION SIGN, A | | | 0068 801-06775 LUMP | 46000.00000 46000.00| 29996.40000 29996.40| 56500.00000 56500.00 MAINTAINING TRAFFIC | | | 0069 801-07118 48.000 LFT | 7.00000 336.00| 12.00000 576.00| 7.00000 336.00 BARRICADE, III-A | | | 0070 802-76025 28.000 SFT | 14.00000 392.00| 18.00000 504.00| 14.00000 392.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0071 805-01815 4.000 EACH | 2340.00000 9360.00| 2800.00000 11200.00| 2340.00000 9360.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0072 805-01842 4.000 EACH | 640.00000 2560.00| 750.00000 3000.00| 640.00000 2560.00 HANDHOLE, SIGNAL | | | 0073 805-01844 333.000 LFT | 13.00000 4329.00| 17.00000 5661.00| 13.00000 4329.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0074 805-01879 1.000 EACH | 510.00000 510.00| 605.00000 605.00| 510.00000 510.00 SIGNAL SERVICE, INSTALL | | | 0075 805-02328 3964.000 LFT | 0.34000 1347.76| 0.63000 2497.32| 0.34000 1347.76 SIGNAL CABLE, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -6 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1386990 |( 3 ) 35-1325036 |E & B PAVING INC |ISOM JACK CONSTRUCTION CO |DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 805-78100 1.000 EACH | 8720.00000 8720.00| 9650.00000 9650.00| 8720.00000 8720.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0077 805-78205 7.000 EACH | 800.00000 5600.00| 905.00000 6335.00| 800.00000 5600.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0078 805-78230 1.000 EACH | 1150.00000 1150.00| 1400.00000 1400.00| 1150.00000 1150.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0079 805-78415 4.000 EACH | 1480.00000 5920.00| 1895.00000 7580.00| 1480.00000 5920.00 SPAN, CATENARY, AND TETHER | | | 0080 805-78420 4.000 EACH | 320.00000 1280.00| 422.00000 1688.00| 320.00000 1280.00 DISCONNECT HANGER | | | 0081 805-78467 44.000 LFT | 2.25000 99.00| 3.00000 132.00| 2.25000 99.00 SIGNAL CABLE, 3C 8GA. | | | 0082 805-78485 105.000 LFT | 1.35000 141.75| 1.95000 204.75| 1.35000 141.75 SIGNAL CABLE, 5C 14GA. | | | 0083 805-78490 473.000 LFT | 1.55000 733.15| 2.02000 955.46| 1.55000 733.15 SIGNAL CABLE, 7C 14GA. | | | 0084 805-78510 734.000 LFT | 1.00000 734.00| 1.15000 844.10| 1.00000 734.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0085 805-78785 8.000 EACH | 510.00000 4080.00| 605.00000 4840.00| 510.00000 4080.00 SIGNAL DETECTOR HOUSING | | | 0086 805-78795 1305.000 LFT | 9.20000 12006.00| 10.15000 13245.75| 9.20000 12006.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0087 805-78925 1.000 EACH | 710.00000 710.00| 825.00000 825.00| 710.00000 710.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0088 805-81032 3.000 EACH | 4380.00000 13140.00| 4725.00000 14175.00| 4380.00000 13140.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0089 805-81060 1.000 EACH | 6900.00000 6900.00| 7665.00000 7665.00| 6900.00000 6900.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0090 808-06703 3781.000 LFT | 0.31500 1191.02| 0.45000 1701.45| 0.31500 1191.02 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0091 808-06705 950.000 LFT | 1.14000 1083.00| 1.22000 1159.00| 1.14000 1083.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0092 808-06716 5307.000 LFT | 0.30000 1592.10| 0.56000 2971.92| 0.30000 1592.10 LINE, REMOVE | | | 0093 808-75245 2352.000 LFT | 0.31500 740.88| 0.45000 1058.40| 0.31500 740.88 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -7 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1386990 |( 3 ) 35-1325036 |E & B PAVING INC |ISOM JACK CONSTRUCTION CO |DEICHMAN EXCAVATING CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 808-75297 118.000 LFT | 3.40000 401.20| 3.95000 466.10| 3.40000 401.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0095 808-75320 5.000 EACH | 60.00000 300.00| 85.00000 425.00| 60.00000 300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0096 808-75325 5.000 EACH | 85.00000 425.00| 97.00000 485.00| 85.00000 425.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0097 808-96016 232.000 LFT | 0.87000 201.84| 1.22000 283.04| 0.87000 201.84 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | SECTION TOTALS | $ 1,217,944.25| $ 1,230,523.40| $ 1,321,691.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,217,944.25| $ 1,230,523.40| $ 1,321,691.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -8 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1212938 |( 6 ) 35-1111003 |MILESTONE CONTRACTORS LP |ATLAS EXCAVATING INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT W/ ADDED TURN LANES | | | 0001 105-06845 LUMP | 22000.00000 22000.00| 14800.00000 14800.00| 29641.60000 29641.60 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 | | | 0007 110-01001 LUMP | 65500.00000 65500.00| 67800.00000 67800.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 15000.00000 15000.00| 27000.00000 27000.00| 32000.00000 32000.00 CLEARING RIGHT OF WAY | | | 0009 202-02241 185.000 LFT | 11.00000 2035.00| 11.00000 2035.00| 12.00000 2220.00 GUARDRAIL, REMOVE | | | 0010 202-02273 5.000 SYS | 31.00000 155.00| 17.00000 85.00| 95.00000 475.00 CENTER CURB, CONCRETE, REMOVE | | | 0011 202-02279 261.000 LFT | 10.00000 2610.00| 10.00000 2610.00| 6.00000 1566.00 CURB AND GUTTER, REMOVE | | | 0012 202-91385 4.000 EACH | 552.00000 2208.00| 925.00000 3700.00| 550.00000 2200.00 INLET, REMOVE | | | 0013 202-96133 378.000 LFT | 33.00000 12474.00| 9.00000 3402.00| 29.00000 10962.00 PIPE, REMOVE | | | 0014 203-02000 2326.000 CYS | 40.00000 93040.00| 41.00000 95366.00| 42.00000 97692.00 EXCAVATION, COMMON | | | 0015 207-08263 6650.000 SYS | 16.50000 109725.00| 5.00000 33250.00| 26.00000 172900.00 SUBGRADE TREATMENT, TYPE IA | | | 0016 207-08266 1750.000 SYS | 9.50000 16625.00| 15.00000 26250.00| 6.00000 10500.00 SUBGRADE TREATMENT, TYPE III | | | 0017 207-08267 1358.000 SYS | 11.00000 14938.00| 15.00000 20370.00| 38.00000 51604.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0018 211-09264 784.000 CYS | 23.00000 18032.00| 45.00000 35280.00| 17.00000 13328.00 STRUCTURE BACKFILL, TYPE 1 | | | 0019 306-08043 965.000 SYS | 5.50000 5307.50| 4.00000 3860.00| 5.20000 5018.00 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -9 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1212938 |( 6 ) 35-1111003 |MILESTONE CONTRACTORS LP |ATLAS EXCAVATING INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-07433 889.000 TON | 91.00000 80899.00| 98.00000 87122.00| 92.00000 81788.00 HMA SURFACE, TYPE B | | | 0021 402-07438 1314.000 TON | 84.00000 110376.00| 95.00000 124830.00| 88.00000 115632.00 HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 2890.000 TON | 71.50000 206635.00| 94.00000 271660.00| 77.00000 222530.00 HMA BASE, TYPE B | | | 0023 402-07453 385.000 TON | 104.00000 40040.00| 89.00000 34265.00| 220.00000 84700.00 HMA FOR TEMPORARY PAVEMENT | | | 0024 404-05514 788.000 SYS | 13.50000 10638.00| 3.00000 2364.00| 18.00000 14184.00 SEAL COAT, 5 | | | 0025 406-05520 4.300 TON | 800.00000 3440.00| 110.00000 473.00| 820.00000 3526.00 ASPHALT FOR TACK COAT | | | 0026 605-06140 1627.000 LFT | 23.50000 38234.50| 27.00000 43929.00| 39.00000 63453.00 CURB AND GUTTER, CONCRETE | | | 0027 605-06145 193.000 LFT | 35.50000 6851.50| 38.00000 7334.00| 42.00000 8106.00 CURB AND GUTTER, B, CONCRETE | | | 0028 605-94811 1.000 EACH | 2050.00000 2050.00| 633.00000 633.00| 1450.00000 1450.00 CURB TURNOUT | | | 0029 610-07487 355.000 TON | 123.00000 43665.00| 134.00000 47570.00| 130.00000 46150.00 HMA FOR APPROACHES, TYPE B | | | 0030 610-08446 70.000 SYS | 135.00000 9450.00| 69.00000 4830.00| 68.00000 4760.00 PCCP FOR APPROACHES, 6 IN. | | | 0031 610-09108 585.000 SYS | 52.00000 30420.00| 80.00000 46800.00| 85.00000 49725.00 PCCP FOR APPROACHES, 9 IN. | | | 0032 611-06497 6.000 EACH | 192.00000 1152.00| 192.00000 1152.00| 240.00000 1440.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06505 2.000 EACH | 1450.00000 2900.00| 1100.00000 2200.00| 1000.00000 2000.00 MONUMENT, B | | | 0034 615-06527 1.000 EACH | 1550.00000 1550.00| 1200.00000 1200.00| 820.00000 820.00 MONUMENT, SECTION CORNER | | | 0035 621-01004 2.000 EACH | 275.00000 550.00| 275.00000 550.00| 320.00000 640.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 0.100 TON | 2155.00000 215.50| 2155.00000 215.50| 2250.00000 225.00 FERTILIZER | | | 0037 621-06557 82.000 LBS | 7.50000 615.00| 8.00000 656.00| 8.20000 672.40 SEED MIXTURE, T | | | 0038 621-06560 451.000 SYS | 1.90000 856.90| 2.00000 902.00| 2.00000 902.00 MULCHED SEEDING, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -10 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1212938 |( 6 ) 35-1111003 |MILESTONE CONTRACTORS LP |ATLAS EXCAVATING INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 621-06565 2.000 TON | 480.00000 960.00| 480.00000 960.00| 520.00000 1040.00 MULCHING MATERIAL | | | 0040 621-06567 52.000 kGAL | 1.00000 52.00| 1.00000 52.00| 1.30000 67.60 WATER | | | 0041 621-06574 149.000 SYS | 2.85000 424.65| 2.85000 424.65| 3.40000 506.60 SODDING | | | 0042 621-06575 4450.000 SYS | 2.85000 12682.50| 2.85000 12682.50| 3.40000 15130.00 SODDING, NURSERY | | | 0043 628-09402 8.000 MOS | 4250.00000 34000.00| 4000.00000 32000.00| 1450.00000 11600.00 FIELD OFFICE, B | | | 0044 715-03475 4.000 EACH | 495.00000 1980.00| 1150.00000 4600.00| 520.00000 2080.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0045 715-05146 9.000 LFT | 66.00000 594.00| 81.00000 729.00| 25.00000 225.00 PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0046 715-05149 940.000 LFT | 51.50000 48410.00| 50.00000 47000.00| 51.00000 47940.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0047 715-05151 25.000 LFT | 55.00000 1375.00| 70.00000 1750.00| 56.00000 1400.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0048 715-05152 403.000 LFT | 57.00000 22971.00| 70.00000 28210.00| 61.00000 24583.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0049 715-05154 483.000 LFT | 59.00000 28497.00| 80.00000 38640.00| 63.00000 30429.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0050 715-05169 168.000 LFT | 61.00000 10248.00| 70.00000 11760.00| 45.00000 7560.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0051 715-05361 61.000 LFT | 260.00000 15860.00| 46.00000 2806.00| 68.00000 4148.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0052 715-08484 2.000 EACH | 1685.00000 3370.00| 1150.00000 2300.00| 550.00000 1100.00 SAFETY METAL END SECTION, 6:1, MIN. | | | AREA 0.15 m2 | | | 0053 715-09064 2141.000 LFT | 2.50000 5352.50| 1.25000 2676.25| 3.00000 6423.00 VIDEO INSPECTION FOR PIPE | | | 0054 715-46000 1.000 EACH | 400.00000 400.00| 800.00000 800.00| 650.00000 650.00 PIPE END SECTION, 12 IN. | | | 0055 715-46005 4.000 EACH | 420.00000 1680.00| 1000.00000 4000.00| 680.00000 2720.00 PIPE END SECTION, 15 IN. | | | 0056 715-46045 2.000 EACH | 425.00000 850.00| 1146.33000 2292.66| 495.00000 990.00 PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0057 720-45030 1.000 EACH | 2150.00000 2150.00| 1500.00000 1500.00| 1250.00000 1250.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -11 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1212938 |( 6 ) 35-1111003 |MILESTONE CONTRACTORS LP |ATLAS EXCAVATING INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 720-45035 6.000 EACH | 2175.00000 13050.00| 1500.00000 9000.00| 1250.00000 7500.00 INLET, F7 | | | 0059 720-45410 5.000 EACH | 3120.00000 15600.00| 3000.00000 15000.00| 2250.00000 11250.00 MANHOLE, C4 | | | 0060 720-90984 1.000 EACH | 3200.00000 3200.00| 3000.00000 3000.00| 2540.00000 2540.00 MANHOLE, C2 | | | 0061 720-98555 9.000 EACH | 2800.00000 25200.00| 2500.00000 22500.00| 1890.00000 17010.00 INLET, C15 | | | 0062 801-03290 4.000 EACH | 145.00000 580.00| 145.00000 580.00| 152.00000 608.00 CONSTRUCTION SIGN, C | | | 0063 801-04308 2.000 EACH | 300.00000 600.00| 300.00000 600.00| 330.00000 660.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06203 16247.000 LFT | 0.15000 2437.05| 0.14000 2274.58| 0.20000 3249.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0065 801-06216 72.000 LFT | 2.50000 180.00| 2.50000 180.00| 3.20000 230.40 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0066 801-06625 4.000 EACH | 78.00000 312.00| 78.00000 312.00| 82.00000 328.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 20.000 EACH | 100.00000 2000.00| 100.00000 2000.00| 115.00000 2300.00 CONSTRUCTION SIGN, A | | | 0068 801-06775 LUMP | 41000.00000 41000.00| 6500.00000 6500.00| 70000.00000 70000.00 MAINTAINING TRAFFIC | | | 0069 801-07118 48.000 LFT | 7.00000 336.00| 7.00000 336.00| 9.00000 432.00 BARRICADE, III-A | | | 0070 802-76025 28.000 SFT | 14.00000 392.00| 14.00000 392.00| 16.00000 448.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0071 805-01815 4.000 EACH | 2400.00000 9600.00| 2340.00000 9360.00| 2650.00000 10600.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0072 805-01842 4.000 EACH | 640.00000 2560.00| 640.00000 2560.00| 680.00000 2720.00 HANDHOLE, SIGNAL | | | 0073 805-01844 333.000 LFT | 13.20000 4395.60| 13.00000 4329.00| 16.00000 5328.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0074 805-01879 1.000 EACH | 510.00000 510.00| 510.00000 510.00| 650.00000 650.00 SIGNAL SERVICE, INSTALL | | | 0075 805-02328 3964.000 LFT | 0.35000 1387.40| 0.34000 1347.76| 0.45000 1783.80 SIGNAL CABLE, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -12 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1212938 |( 6 ) 35-1111003 |MILESTONE CONTRACTORS LP |ATLAS EXCAVATING INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 805-78100 1.000 EACH | 8725.00000 8725.00| 8720.00000 8720.00| 9200.00000 9200.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0077 805-78205 7.000 EACH | 800.00000 5600.00| 800.00000 5600.00| 950.00000 6650.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0078 805-78230 1.000 EACH | 1150.00000 1150.00| 1150.00000 1150.00| 1350.00000 1350.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0079 805-78415 4.000 EACH | 1480.00000 5920.00| 1480.00000 5920.00| 1560.00000 6240.00 SPAN, CATENARY, AND TETHER | | | 0080 805-78420 4.000 EACH | 320.00000 1280.00| 320.00000 1280.00| 450.00000 1800.00 DISCONNECT HANGER | | | 0081 805-78467 44.000 LFT | 2.30000 101.20| 2.25000 99.00| 2.65000 116.60 SIGNAL CABLE, 3C 8GA. | | | 0082 805-78485 105.000 LFT | 1.50000 157.50| 1.35000 141.75| 1.65000 173.25 SIGNAL CABLE, 5C 14GA. | | | 0083 805-78490 473.000 LFT | 1.75000 827.75| 1.55000 733.15| 1.75000 827.75 SIGNAL CABLE, 7C 14GA. | | | 0084 805-78510 734.000 LFT | 1.10000 807.40| 1.00000 734.00| 1.35000 990.90 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0085 805-78785 8.000 EACH | 600.00000 4800.00| 510.00000 4080.00| 650.00000 5200.00 SIGNAL DETECTOR HOUSING | | | 0086 805-78795 1305.000 LFT | 9.50000 12397.50| 9.20000 12006.00| 12.00000 15660.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0087 805-78925 1.000 EACH | 800.00000 800.00| 710.00000 710.00| 820.00000 820.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0088 805-81032 3.000 EACH | 4400.00000 13200.00| 4380.00000 13140.00| 4850.00000 14550.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0089 805-81060 1.000 EACH | 7000.00000 7000.00| 6900.00000 6900.00| 7500.00000 7500.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0090 808-06703 3781.000 LFT | 0.35000 1323.35| 0.32000 1209.92| 0.45000 1701.45 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0091 808-06705 950.000 LFT | 1.15000 1092.50| 1.14000 1083.00| 1.30000 1235.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0092 808-06716 5307.000 LFT | 0.30000 1592.10| 0.30000 1592.10| 0.35000 1857.45 LINE, REMOVE | | | 0093 808-75245 2352.000 LFT | 0.35000 823.20| 0.32000 752.64| 0.38000 893.76 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -13 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1212938 |( 6 ) 35-1111003 |MILESTONE CONTRACTORS LP |ATLAS EXCAVATING INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 808-75297 118.000 LFT | 3.50000 413.00| 3.40000 401.20| 4.20000 495.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0095 808-75320 5.000 EACH | 60.00000 300.00| 60.00000 300.00| 65.00000 325.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0096 808-75325 5.000 EACH | 85.00000 425.00| 85.00000 425.00| 90.00000 450.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0097 808-96016 232.000 LFT | 0.85000 197.20| 0.87000 201.84| 0.92000 213.44 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | SECTION TOTALS | $ 1,354,321.30| $ 1,357,641.50| $ 1,583,544.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,354,321.30| $ 1,357,641.50| $ 1,583,544.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -14 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE 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 INTERSECTION IMPROVEMENT W/ ADDED TURN LANES | | | 0001 105-06845 LUMP | 21100.00000 21100.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 151619.36000 151619.36| | MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 25000.00000 25000.00| | CLEARING RIGHT OF WAY | | | 0009 202-02241 185.000 LFT | 8.50000 1572.50| | GUARDRAIL, REMOVE | | | 0010 202-02273 5.000 SYS | 130.00000 650.00| | CENTER CURB, CONCRETE, REMOVE | | | 0011 202-02279 261.000 LFT | 13.00000 3393.00| | CURB AND GUTTER, REMOVE | | | 0012 202-91385 4.000 EACH | 1000.00000 4000.00| | INLET, REMOVE | | | 0013 202-96133 378.000 LFT | 30.00000 11340.00| | PIPE, REMOVE | | | 0014 203-02000 2326.000 CYS | 65.00000 151190.00| | EXCAVATION, COMMON | | | 0015 207-08263 6650.000 SYS | 25.00000 166250.00| | SUBGRADE TREATMENT, TYPE IA | | | 0016 207-08266 1750.000 SYS | 15.00000 26250.00| | SUBGRADE TREATMENT, TYPE III | | | 0017 207-08267 1358.000 SYS | 20.00000 27160.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0018 211-09264 784.000 CYS | 27.00000 21168.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0019 306-08043 965.000 SYS | 8.00000 7720.00| | MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -15 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-07433 889.000 TON | 110.33000 98083.37| | HMA SURFACE, TYPE B | | | 0021 402-07438 1314.000 TON | 102.07000 134119.98| | HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 2890.000 TON | 95.50000 275995.00| | HMA BASE, TYPE B | | | 0023 402-07453 385.000 TON | 149.10000 57403.50| | HMA FOR TEMPORARY PAVEMENT | | | 0024 404-05514 788.000 SYS | 15.77000 12426.76| | SEAL COAT, 5 | | | 0025 406-05520 4.300 TON | 466.32000 2005.18| | ASPHALT FOR TACK COAT | | | 0026 605-06140 1627.000 LFT | 20.00000 32540.00| | CURB AND GUTTER, CONCRETE | | | 0027 605-06145 193.000 LFT | 38.00000 7334.00| | CURB AND GUTTER, B, CONCRETE | | | 0028 605-94811 1.000 EACH | 1200.00000 1200.00| | CURB TURNOUT | | | 0029 610-07487 355.000 TON | 153.85000 54616.75| | HMA FOR APPROACHES, TYPE B | | | 0030 610-08446 70.000 SYS | 65.00000 4550.00| | PCCP FOR APPROACHES, 6 IN. | | | 0031 610-09108 585.000 SYS | 65.00000 38025.00| | PCCP FOR APPROACHES, 9 IN. | | | 0032 611-06497 6.000 EACH | 225.00000 1350.00| | MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06505 2.000 EACH | 975.00000 1950.00| | MONUMENT, B | | | 0034 615-06527 1.000 EACH | 750.00000 750.00| | MONUMENT, SECTION CORNER | | | 0035 621-01004 2.000 EACH | 275.00000 550.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 0.100 TON | 2155.00000 215.50| | FERTILIZER | | | 0037 621-06557 82.000 LBS | 7.95000 651.90| | SEED MIXTURE, T | | | 0038 621-06560 451.000 SYS | 1.90000 856.90| | MULCHED SEEDING, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -16 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 621-06565 2.000 TON | 480.00000 960.00| | MULCHING MATERIAL | | | 0040 621-06567 52.000 kGAL | 1.00000 52.00| | WATER | | | 0041 621-06574 149.000 SYS | 2.85000 424.65| | SODDING | | | 0042 621-06575 4450.000 SYS | 2.85000 12682.50| | SODDING, NURSERY | | | 0043 628-09402 8.000 MOS | 2855.00000 22840.00| | FIELD OFFICE, B | | | 0044 715-03475 4.000 EACH | 600.00000 2400.00| | SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0045 715-05146 9.000 LFT | 34.93000 314.37| | PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0046 715-05149 940.000 LFT | 40.00000 37600.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0047 715-05151 25.000 LFT | 45.00000 1125.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0048 715-05152 403.000 LFT | 50.00000 20150.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0049 715-05154 483.000 LFT | 85.00000 41055.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0050 715-05169 168.000 LFT | 45.00000 7560.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0051 715-05361 61.000 LFT | 85.00000 5185.00| | PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0052 715-08484 2.000 EACH | 600.00000 1200.00| | SAFETY METAL END SECTION, 6:1, MIN. | | | AREA 0.15 m2 | | | 0053 715-09064 2141.000 LFT | 2.00000 4282.00| | VIDEO INSPECTION FOR PIPE | | | 0054 715-46000 1.000 EACH | 450.00000 450.00| | PIPE END SECTION, 12 IN. | | | 0055 715-46005 4.000 EACH | 500.00000 2000.00| | PIPE END SECTION, 15 IN. | | | 0056 715-46045 2.000 EACH | 500.00000 1000.00| | PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0057 720-45030 1.000 EACH | 1900.00000 1900.00| | INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -17 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 720-45035 6.000 EACH | 1900.00000 11400.00| | INLET, F7 | | | 0059 720-45410 5.000 EACH | 2900.00000 14500.00| | MANHOLE, C4 | | | 0060 720-90984 1.000 EACH | 2900.00000 2900.00| | MANHOLE, C2 | | | 0061 720-98555 9.000 EACH | 2700.00000 24300.00| | INLET, C15 | | | 0062 801-03290 4.000 EACH | 145.00000 580.00| | CONSTRUCTION SIGN, C | | | 0063 801-04308 2.000 EACH | 300.00000 600.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06203 16247.000 LFT | 0.14000 2274.58| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0065 801-06216 72.000 LFT | 2.50000 180.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0066 801-06625 4.000 EACH | 78.00000 312.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 20.000 EACH | 100.00000 2000.00| | CONSTRUCTION SIGN, A | | | 0068 801-06775 LUMP | 70000.00000 70000.00| | MAINTAINING TRAFFIC | | | 0069 801-07118 48.000 LFT | 7.00000 336.00| | BARRICADE, III-A | | | 0070 802-76025 28.000 SFT | 55.00000 1540.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0071 805-01815 4.000 EACH | 2855.00000 11420.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0072 805-01842 4.000 EACH | 1019.00000 4076.00| | HANDHOLE, SIGNAL | | | 0073 805-01844 333.000 LFT | 32.00000 10656.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0074 805-01879 1.000 EACH | 1019.00000 1019.00| | SIGNAL SERVICE, INSTALL | | | 0075 805-02328 3964.000 LFT | 0.55000 2180.20| | SIGNAL CABLE, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -18 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 805-78100 1.000 EACH | 9485.00000 9485.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0077 805-78205 7.000 EACH | 751.00000 5257.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0078 805-78230 1.000 EACH | 1213.00000 1213.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0079 805-78415 4.000 EACH | 1703.00000 6812.00| | SPAN, CATENARY, AND TETHER | | | 0080 805-78420 4.000 EACH | 231.00000 924.00| | DISCONNECT HANGER | | | 0081 805-78467 44.000 LFT | 2.60000 114.40| | SIGNAL CABLE, 3C 8GA. | | | 0082 805-78485 105.000 LFT | 1.60000 168.00| | SIGNAL CABLE, 5C 14GA. | | | 0083 805-78490 473.000 LFT | 1.80000 851.40| | SIGNAL CABLE, 7C 14GA. | | | 0084 805-78510 734.000 LFT | 1.00000 734.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0085 805-78785 8.000 EACH | 1117.00000 8936.00| | SIGNAL DETECTOR HOUSING | | | 0086 805-78795 1305.000 LFT | 8.50000 11092.50| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0087 805-78925 1.000 EACH | 1304.00000 1304.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0088 805-81032 3.000 EACH | 4047.00000 12141.00| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0089 805-81060 1.000 EACH | 4707.00000 4707.00| | SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0090 808-06703 3781.000 LFT | 0.32000 1209.92| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0091 808-06705 950.000 LFT | 1.14000 1083.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0092 808-06716 5307.000 LFT | 0.30000 1592.10| | LINE, REMOVE | | | 0093 808-75245 2352.000 LFT | 0.32000 752.64| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 240 -19 TABULATION OF BIDS ROUTE : 6TH STREET CALL ORDER : 240 CONTRACT ID : R -29627-A COUNTIES : WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 808-75297 118.000 LFT | 3.40000 401.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0095 808-75320 5.000 EACH | 60.00000 300.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0096 808-75325 5.000 EACH | 85.00000 425.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0097 808-96016 232.000 LFT | 0.87000 201.84| | LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | SECTION TOTALS | $ 1,736,200.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,736,200.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -1 VENDOR RANKING CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : 63 CONTRACT TIME : 05/19/10 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0821017 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA DAVE CONTRACTOR $ 2,743,220.98 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,763,550.00 100.7411% 3 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 2,870,500.00 104.6398% 4 35-1461789 POINDEXTER EXCAVATING $ 2,916,163.60 106.3044% 5 35-1212938 ATLAS EXCAVATING INC $ 2,923,293.95 106.5643% 6 35-1139301 E & B PAVING INC $ 2,937,000.00 107.0639% 7 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 2,999,803.86 109.3533% 8 35-1917625 MILESTONE CONTRACTORS LP $ 3,175,000.00 115.7399% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -2 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0918397 |( 3 ) 35-1151771 |O`MARA DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 45000.00000 45000.00| 42100.00000 42100.00| 52000.00000 52000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 4.000 EACH | 275.00000 1100.00| 100.00000 400.00| 150.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 80.000 MOS | 80.00000 6400.00| 100.00000 8000.00| 100.00000 8000.00 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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 110-01001 LUMP | 135000.00000 135000.00| 138177.00000 138177.00| 145000.00000 145000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 27000.00000 27000.00| 27635.00000 27635.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0013 202-02241 242.000 LFT | 7.70000 1863.40| 7.00000 1694.00| 7.00000 1694.00 GUARDRAIL, REMOVE | | | 0014 203-02000 8695.000 CYS | 20.50000 178247.50| 35.31000 307020.45| 20.00000 173900.00 EXCAVATION, COMMON | | | 0015 205-06933 3.000 EACH | 135.00000 405.00| 155.00000 465.00| 225.00000 675.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 207-08267 988.000 SYS | 15.00000 14820.00| 15.90000 15709.20| 30.00000 29640.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0017 207-08268 18960.000 SYS | 12.50000 237000.00| 13.10000 248376.00| 13.85000 262596.00 SUBGRADE TREATMENT, TYPE IV | | | 0018 211-09264 3739.100 CYS | 38.50000 143955.35| 15.03000 56198.67| 23.00000 85999.30 STRUCTURE BACKFILL, TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -3 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0918397 |( 3 ) 35-1151771 |O`MARA DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 211-09268 223.000 CYS | 70.00000 15610.00| 97.21000 21677.83| 72.00000 16056.00 STRUCTURE BACKFILL, TYPE 5 | | | 0020 301-07448 176.000 TON | 23.00000 4048.00| 32.67000 5749.92| 28.00000 4928.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 303-07449 60.000 TON | 28.00000 1680.00| 73.39000 4403.40| 55.00000 3300.00 COMPACTED AGGREGATE, NO. 73 | | | 0022 304-07489 243.000 TON | 155.00000 37665.00| 127.00000 30861.00| 130.00000 31590.00 HMA PATCHING, TYPE A | | | 0023 401-07334 1347.000 TON | 95.00000 127965.00| 113.00000 152211.00| 99.00000 133353.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0024 401-07403 2277.000 TON | 68.50000 155974.50| 74.00000 168498.00| 78.00000 177606.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0025 401-07424 6212.000 TON | 63.25000 392909.00| 63.00000 391356.00| 67.00000 416204.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0026 401-08333 2477.000 TON | 69.50000 172151.50| 71.00000 175867.00| 76.00000 188252.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0027 406-05520 17.000 TON | 500.00000 8500.00| 600.00000 10200.00| 450.00000 7650.00 ASPHALT FOR TACK COAT | | | 0028 601-02800 2.000 EACH | 1320.00000 2640.00| 1200.00000 2400.00| 1200.00000 2400.00 GUARDRAIL TRANSITION, TGT | | | 0029 601-94689 2.000 EACH | 2585.00000 5170.00| 2350.00000 4700.00| 2350.00000 4700.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 112.500 LFT | 19.75000 2221.88| 17.85000 2008.13| 17.85000 2008.13 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 603-03398 196.000 LFT | 14.75000 2891.00| 13.35000 2616.60| 3.35000 656.60 FENCE, RELOCATE | | | 0032 604-07900 231.000 SYS | 185.00000 42735.00| 102.00000 23562.00| 196.00000 45276.00 CURB RAMP, CONCRETE, F | | | 0033 604-07901 297.000 SYS | 195.00000 57915.00| 102.00000 30294.00| 196.00000 58212.00 CURB RAMP, CONCRETE, G | | | 0034 604-07902 7.000 SYS | 200.00000 1400.00| 102.00000 714.00| 196.00000 1372.00 CURB RAMP, CONCRETE, H | | | 0035 604-07903 16.000 SYS | 190.00000 3040.00| 102.00000 1632.00| 196.00000 3136.00 CURB RAMP, CONCRETE, K | | | 0036 604-44251 41.000 CYS | 900.00000 36900.00| 838.00000 34358.00| 900.00000 36900.00 STEPS, CONCRETE | | | 0037 604-91531 2586.000 SYS | 36.25000 93742.50| 38.00000 98268.00| 35.00000 90510.00 SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -4 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0918397 |( 3 ) 35-1151771 |O`MARA DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 605-06120 483.000 LFT | 31.00000 14973.00| 36.00000 17388.00| 25.00000 12075.00 CURB, CONCRETE | | | 0039 605-06125 36.000 LFT | 42.00000 1512.00| 46.00000 1656.00| 30.00000 1080.00 CURB, CONCRETE, MODIFIED | | | 0040 605-06155 5410.000 LFT | 15.00000 81150.00| 11.00000 59510.00| 15.60000 84396.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0041 610-07486 91.000 TON | 126.50000 11511.50| 130.00000 11830.00| 135.00000 12285.00 HMA FOR APPROACHES, TYPE A | | | 0042 610-08446 337.000 SYS | 53.50000 18029.50| 47.00000 15839.00| 42.00000 14154.00 PCCP FOR APPROACHES, 6 IN. | | | 0043 610-09108 405.000 SYS | 64.25000 26021.25| 58.00000 23490.00| 52.00000 21060.00 PCCP FOR APPROACHES, 9 IN. | | | 0044 615-06490 147.000 EACH | 128.00000 18816.00| 116.00000 17052.00| 116.00000 17052.00 RIGHT OF WAY MARKER | | | 0045 615-06505 5.000 EACH | 665.00000 3325.00| 605.00000 3025.00| 605.00000 3025.00 MONUMENT, B | | | 0046 615-06527 1.000 EACH | 575.00000 575.00| 520.00000 520.00| 520.00000 520.00 MONUMENT, SECTION CORNER | | | 0047 616-02320 34.000 SYS | 6.00000 204.00| 4.53000 154.02| 8.00000 272.00 GEOTEXTILES | | | 0048 616-06405 52.000 TON | 32.00000 1664.00| 31.50000 1638.00| 30.00000 1560.00 RIPRAP, REVETMENT | | | 0049 621-06567 26.200 kGAL | 1.00000 26.20| 10.00000 262.00| 25.00000 655.00 WATER | | | 0050 621-06575 6549.000 SYS | 3.15000 20629.35| 3.03000 19843.47| 3.15000 20629.35 SODDING, NURSERY | | | 0051 628-09402 20.000 MOS | 1700.00000 34000.00| 2280.19000 45603.80| 2000.00000 40000.00 FIELD OFFICE, B | | | 0052 628-09407 20.000 MOS | 165.00000 3300.00| 259.11000 5182.20| 175.00000 3500.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0053 703-51030 1190.000 LBS | 2.70000 3213.00| 2.07000 2463.30| 1.00000 1190.00 REINFORCING STEEL | | | 0054 715-05048 6114.000 LFT | 3.75000 22927.50| 3.75000 22927.50| 4.70000 28735.80 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0055 715-05053 31.000 LFT | 27.00000 837.00| 24.50000 759.50| 24.50000 759.50 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0056 715-05149 602.000 LFT | 48.00000 28896.00| 40.47000 24362.94| 36.00000 21672.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -5 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0918397 |( 3 ) 35-1151771 |O`MARA DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 715-05151 579.000 LFT | 29.00000 16791.00| 33.29000 19274.91| 32.00000 18528.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0058 715-05152 1843.500 LFT | 33.00000 60835.50| 34.64000 63858.84| 45.00000 82957.50 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0059 715-05154 1392.000 LFT | 41.00000 57072.00| 40.54000 56431.68| 54.00000 75168.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0060 715-05156 356.000 LFT | 54.00000 19224.00| 51.42000 18305.52| 66.00000 23496.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0061 715-09064 4772.500 LFT | 2.20000 10499.50| 2.50000 11931.25| 1.00000 4772.50 VIDEO INSPECTION FOR PIPE | | | 0062 715-46010 1.000 EACH | 475.00000 475.00| 349.47000 349.47| 470.00000 470.00 PIPE END SECTION, 18 IN. | | | 0063 715-46030 1.000 EACH | 900.00000 900.00| 489.39000 489.39| 700.00000 700.00 PIPE END SECTION, 30 IN. | | | 0064 718-06532 3000.000 LFT | 1.10000 3300.00| 1.50000 4500.00| 1.50000 4500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0065 718-52610 490.000 CYS | 49.00000 24010.00| 39.90000 19551.00| 40.00000 19600.00 AGGREGATE FOR UNDERDRAINS | | | 0066 718-99153 2052.000 SYS | 2.00000 4104.00| 1.85000 3796.20| 1.85000 3796.20 GEOTEXTILES FOR UNDERDRAIN | | | 0067 720-04666 1.000 EACH | 1375.00000 1375.00| 1834.14000 1834.14| 1900.00000 1900.00 CATCH BASIN , B | | | 0068 720-04666 1.000 EACH | 2075.00000 2075.00| 2733.36000 2733.36| 1900.00000 1900.00 CATCH BASIN , R-13 | | | 0069 720-04790 1.000 EACH | 950.00000 950.00| 595.55000 595.55| 675.00000 675.00 CASTING | | | 0070 720-45030 2.000 EACH | 1150.00000 2300.00| 2173.16000 4346.32| 1500.00000 3000.00 INLET, E7 | | | 0071 720-45045 2.000 EACH | 1460.00000 2920.00| 2364.90000 4729.80| 1800.00000 3600.00 INLET, J10 | | | 0072 720-45250 15.000 EACH | 1750.00000 26250.00| 980.22000 14703.30| 2000.00000 30000.00 CATCH BASIN, K10 | | | 0073 720-45265 1.000 EACH | 1075.00000 1075.00| 999.25000 999.25| 1600.00000 1600.00 PIPE CATCH BASIN, 15 IN. | | | 0074 720-45410 21.000 EACH | 1810.00000 38010.00| 2821.54000 59252.34| 2300.00000 48300.00 MANHOLE, C4 | | | 0075 720-95422 4.000 EACH | 2250.00000 9000.00| 4252.95000 17011.80| 2900.00000 11600.00 MANHOLE, J4 | | | 0076 720-98687 4.000 EACH | 1775.00000 7100.00| 2319.30000 9277.20| 1900.00000 7600.00 CATCH BASIN, M10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -6 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0918397 |( 3 ) 35-1151771 |O`MARA DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 720-99416 1.000 EACH | 2300.00000 2300.00| 2890.90000 2890.90| 2600.00000 2600.00 CATCH BASIN, B15 | | | 0078 732-08419 186.000 SYS | 80.00000 14880.00| 53.97000 10038.42| 49.00000 9114.00 MODULAR BLOCK WALL | | | 0079 732-08420 178.000 SYS | 89.50000 15931.00| 56.39000 10037.42| 70.00000 12460.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0080 732-08421 364.000 SYS | 127.00000 46228.00| 155.97000 56773.08| 116.00000 42224.00 MODULAR BLOCK WALL ERECTION | | | 0081 801-03290 4.000 EACH | 55.00000 220.00| 50.00000 200.00| 50.00000 200.00 CONSTRUCTION SIGN, C | | | 0082 801-06625 27.000 EACH | 150.00000 4050.00| 135.00000 3645.00| 135.00000 3645.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0083 801-06640 52.000 EACH | 330.00000 17160.00| 300.00000 15600.00| 300.00000 15600.00 CONSTRUCTION SIGN, A | | | 0084 801-06775 LUMP | 42000.00000 42000.00| 13036.28000 13036.28| 67960.47000 67960.47 MAINTAINING TRAFFIC | | | 0085 801-07119 396.000 LFT | 11.00000 4356.00| 10.50000 4158.00| 10.50000 4158.00 BARRICADE, III-B | | | 0086 802-05701 1447.000 LFT | 12.50000 18087.50| 11.30000 16351.10| 11.30000 16351.10 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0087 802-07059 89.000 EACH | 32.00000 2848.00| 29.70000 2643.30| 29.70000 2643.30 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0088 802-76025 565.000 SFT | 21.50000 12147.50| 19.35000 10932.75| 19.35000 10932.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0089 802-76035 12.000 SFT | 46.00000 552.00| 41.75000 501.00| 41.75000 501.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0090 808-03114 2.000 EACH | 55.00000 110.00| 50.00000 100.00| 50.00000 100.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 8 FT. | | | 0091 808-03439 60.000 LFT | 3.30000 198.00| 3.00000 180.00| 3.00000 180.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0092 808-06703 625.000 LFT | 0.28000 175.00| 0.25000 156.25| 0.25000 156.25 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0093 808-75240 1934.000 LFT | 0.28000 541.52| 0.25000 483.50| 0.25000 483.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -7 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0918397 |( 3 ) 35-1151771 |O`MARA DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 808-75245 6656.000 LFT | 0.28000 1863.68| 0.25000 1664.00| 0.25000 1664.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0095 808-75297 395.000 LFT | 3.30000 1303.50| 3.00000 1185.00| 3.00000 1185.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0096 808-75300 2293.000 LFT | 1.95000 4471.35| 1.75000 4012.75| 1.75000 4012.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0097 808-75320 18.000 EACH | 55.00000 990.00| 50.00000 900.00| 50.00000 900.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0098 808-75325 17.000 EACH | 72.00000 1224.00| 65.00000 1105.00| 65.00000 1105.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0099 808-75330 2.000 EACH | 110.00000 220.00| 100.00000 200.00| 100.00000 200.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | WORD (PEDX) | | | 0100 808-75998 103.000 EACH | 44.00000 4532.00| 40.00000 4120.00| 40.00000 4120.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0101 108-01614 LUMP | 11000.00000 11000.00| 8000.00000 8000.00| 5000.00000 5000.00 PARTNERING OVERHEAD | | | SECTION TOTALS | $ 2,743,220.98| $ 2,763,550.00| $ 2,870,500.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,743,220.98| $ 2,763,550.00| $ 2,870,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -8 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1461789 |( 5 ) 35-1212938 |( 6 ) 35-1139301 |POINDEXTER EXCAVATING |ATLAS EXCAVATING INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 40000.00000 40000.00| 27920.00000 27920.00| 42100.00000 42100.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 4.000 EACH | 500.00000 2000.00| 129.24000 516.96| 200.00000 800.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 80.000 MOS | 100.00000 8000.00| 64.62000 5169.60| 125.00000 10000.00 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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 110-01001 LUMP | 146000.00000 146000.00| 146000.00000 146000.00| 147000.00000 147000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 196000.00000 196000.00| 29000.00000 29000.00| 82200.00000 82200.00 CLEARING RIGHT OF WAY | | | 0013 202-02241 242.000 LFT | 7.30000 1766.60| 7.00000 1694.00| 7.00000 1694.00 GUARDRAIL, REMOVE | | | 0014 203-02000 8695.000 CYS | 23.00000 199985.00| 30.81000 267892.95| 29.00000 252155.00 EXCAVATION, COMMON | | | 0015 205-06933 3.000 EACH | 230.00000 690.00| 144.23000 432.69| 125.00000 375.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 207-08267 988.000 SYS | 15.50000 15314.00| 14.00000 13832.00| 12.85000 12695.80 SUBGRADE TREATMENT, TYPE IIIA | | | 0017 207-08268 18960.000 SYS | 10.00000 189600.00| 13.25000 251220.00| 14.25000 270180.00 SUBGRADE TREATMENT, TYPE IV | | | 0018 211-09264 3739.100 CYS | 15.00000 56086.50| 32.00000 119651.20| 26.00000 97216.60 STRUCTURE BACKFILL, TYPE 1 | | | 0019 211-09268 223.000 CYS | 75.00000 16725.00| 98.00000 21854.00| 75.00000 16725.00 STRUCTURE BACKFILL, TYPE 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -9 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1461789 |( 5 ) 35-1212938 |( 6 ) 35-1139301 |POINDEXTER EXCAVATING |ATLAS EXCAVATING INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 301-07448 176.000 TON | 40.00000 7040.00| 22.68000 3991.68| 44.00000 7744.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 303-07449 60.000 TON | 50.00000 3000.00| 22.68000 1360.80| 25.00000 1500.00 COMPACTED AGGREGATE, NO. 73 | | | 0022 304-07489 243.000 TON | 158.00000 38394.00| 172.28000 41864.04| 154.00000 37422.00 HMA PATCHING, TYPE A | | | 0023 401-07334 1347.000 TON | 99.00000 133353.00| 97.06000 130739.82| 120.00000 161640.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0024 401-07403 2277.000 TON | 74.50000 169636.50| 72.64000 165401.28| 75.00000 170775.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0025 401-07424 6212.000 TON | 65.50000 406886.00| 63.90000 396946.80| 70.00000 434840.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0026 401-08333 2477.000 TON | 80.50000 199398.50| 78.57000 194617.89| 77.00000 190729.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0027 406-05520 17.000 TON | 360.00000 6120.00| 351.66000 5978.22| 600.00000 10200.00 ASPHALT FOR TACK COAT | | | 0028 601-02800 2.000 EACH | 1260.00000 2520.00| 1200.00000 2400.00| 1200.00000 2400.00 GUARDRAIL TRANSITION, TGT | | | 0029 601-94689 2.000 EACH | 2467.00000 4934.00| 2350.00000 4700.00| 2350.00000 4700.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 112.500 LFT | 18.50000 2081.25| 17.85000 2008.13| 17.85000 2008.13 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 603-03398 196.000 LFT | 14.00000 2744.00| 13.35000 2616.60| 13.35000 2616.60 FENCE, RELOCATE | | | 0032 604-07900 231.000 SYS | 130.00000 30030.00| 102.00000 23562.00| 155.00000 35805.00 CURB RAMP, CONCRETE, F | | | 0033 604-07901 297.000 SYS | 110.00000 32670.00| 102.00000 30294.00| 155.00000 46035.00 CURB RAMP, CONCRETE, G | | | 0034 604-07902 7.000 SYS | 110.00000 770.00| 102.00000 714.00| 155.00000 1085.00 CURB RAMP, CONCRETE, H | | | 0035 604-07903 16.000 SYS | 110.00000 1760.00| 102.00000 1632.00| 155.00000 2480.00 CURB RAMP, CONCRETE, K | | | 0036 604-44251 41.000 CYS | 1030.00000 42230.00| 838.00000 34358.00| 700.00000 28700.00 STEPS, CONCRETE | | | 0037 604-91531 2586.000 SYS | 46.00000 118956.00| 38.00000 98268.00| 28.00000 72408.00 SIDEWALK, CONCRETE, 4 IN. | | | 0038 605-06120 483.000 LFT | 23.00000 11109.00| 36.00000 17388.00| 22.00000 10626.00 CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -10 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1461789 |( 5 ) 35-1212938 |( 6 ) 35-1139301 |POINDEXTER EXCAVATING |ATLAS EXCAVATING INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 605-06125 36.000 LFT | 35.00000 1260.00| 46.00000 1656.00| 30.00000 1080.00 CURB, CONCRETE, MODIFIED | | | 0040 605-06155 5410.000 LFT | 14.40000 77904.00| 11.00000 59510.00| 15.50000 83855.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0041 610-07486 91.000 TON | 222.00000 20202.00| 217.03000 19749.73| 169.00000 15379.00 HMA FOR APPROACHES, TYPE A | | | 0042 610-08446 337.000 SYS | 60.00000 20220.00| 47.00000 15839.00| 42.00000 14154.00 PCCP FOR APPROACHES, 6 IN. | | | 0043 610-09108 405.000 SYS | 63.00000 25515.00| 58.00000 23490.00| 52.00000 21060.00 PCCP FOR APPROACHES, 9 IN. | | | 0044 615-06490 147.000 EACH | 121.00000 17787.00| 116.00000 17052.00| 116.00000 17052.00 RIGHT OF WAY MARKER | | | 0045 615-06505 5.000 EACH | 635.00000 3175.00| 605.00000 3025.00| 605.00000 3025.00 MONUMENT, B | | | 0046 615-06527 1.000 EACH | 546.00000 546.00| 520.00000 520.00| 520.00000 520.00 MONUMENT, SECTION CORNER | | | 0047 616-02320 34.000 SYS | 10.00000 340.00| 23.83000 810.22| 15.00000 510.00 GEOTEXTILES | | | 0048 616-06405 52.000 TON | 50.00000 2600.00| 29.09000 1512.68| 35.00000 1820.00 RIPRAP, REVETMENT | | | 0049 621-06567 26.200 kGAL | 26.00000 681.20| 10.00000 262.00| 1.00000 26.20 WATER | | | 0050 621-06575 6549.000 SYS | 3.90000 25541.10| 3.03000 19843.47| 3.35000 21939.15 SODDING, NURSERY | | | 0051 628-09402 20.000 MOS | 1800.00000 36000.00| 2714.77000 54295.40| 2000.00000 40000.00 FIELD OFFICE, B | | | 0052 628-09407 20.000 MOS | 100.00000 2000.00| 258.49000 5169.80| 300.00000 6000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0053 703-51030 1190.000 LBS | 3.00000 3570.00| 7.75000 9222.50| 5.00000 5950.00 REINFORCING STEEL | | | 0054 715-05048 6114.000 LFT | 4.40000 26901.60| 3.75000 22927.50| 3.75000 22927.50 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0055 715-05053 31.000 LFT | 50.00000 1550.00| 24.50000 759.50| 18.00000 558.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0056 715-05149 602.000 LFT | 45.00000 27090.00| 50.00000 30100.00| 26.00000 15652.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0057 715-05151 579.000 LFT | 47.00000 27213.00| 50.00000 28950.00| 25.00000 14475.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -11 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1461789 |( 5 ) 35-1212938 |( 6 ) 35-1139301 |POINDEXTER EXCAVATING |ATLAS EXCAVATING INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 715-05152 1843.500 LFT | 49.00000 90331.50| 55.00000 101392.50| 37.00000 68209.50 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0059 715-05154 1392.000 LFT | 55.00000 76560.00| 70.00000 97440.00| 51.00000 70992.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0060 715-05156 356.000 LFT | 65.00000 23140.00| 100.00000 35600.00| 64.00000 22784.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0061 715-09064 4772.500 LFT | 1.50000 7158.75| 1.00000 4772.50| 1.25000 5965.63 VIDEO INSPECTION FOR PIPE | | | 0062 715-46010 1.000 EACH | 800.00000 800.00| 750.00000 750.00| 370.00000 370.00 PIPE END SECTION, 18 IN. | | | 0063 715-46030 1.000 EACH | 1300.00000 1300.00| 1000.00000 1000.00| 1000.00000 1000.00 PIPE END SECTION, 30 IN. | | | 0064 718-06532 3000.000 LFT | 1.60000 4800.00| 1.50000 4500.00| 0.75000 2250.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0065 718-52610 490.000 CYS | 41.00000 20090.00| 89.90000 44051.00| 39.00000 19110.00 AGGREGATE FOR UNDERDRAINS | | | 0066 718-99153 2052.000 SYS | 2.00000 4104.00| 1.85000 3796.20| 1.50000 3078.00 GEOTEXTILES FOR UNDERDRAIN | | | 0067 720-04666 1.000 EACH | 1200.00000 1200.00| 2500.00000 2500.00| 1120.00000 1120.00 CATCH BASIN , B | | | 0068 720-04666 1.000 EACH | 1600.00000 1600.00| 2000.00000 2000.00| 1950.00000 1950.00 CATCH BASIN , R-13 | | | 0069 720-04790 1.000 EACH | 900.00000 900.00| 400.00000 400.00| 550.00000 550.00 CASTING | | | 0070 720-45030 2.000 EACH | 1100.00000 2200.00| 1800.00000 3600.00| 1120.00000 2240.00 INLET, E7 | | | 0071 720-45045 2.000 EACH | 1100.00000 2200.00| 1700.00000 3400.00| 1470.00000 2940.00 INLET, J10 | | | 0072 720-45250 15.000 EACH | 1550.00000 23250.00| 1700.00000 25500.00| 1580.00000 23700.00 CATCH BASIN, K10 | | | 0073 720-45265 1.000 EACH | 900.00000 900.00| 1000.00000 1000.00| 650.00000 650.00 PIPE CATCH BASIN, 15 IN. | | | 0074 720-45410 21.000 EACH | 1650.00000 34650.00| 3000.00000 63000.00| 1950.00000 40950.00 MANHOLE, C4 | | | 0075 720-95422 4.000 EACH | 2750.00000 11000.00| 3500.00000 14000.00| 2450.00000 9800.00 MANHOLE, J4 | | | 0076 720-98687 4.000 EACH | 1600.00000 6400.00| 1700.00000 6800.00| 1580.00000 6320.00 CATCH BASIN, M10 | | | 0077 720-99416 1.000 EACH | 2200.00000 2200.00| 2500.00000 2500.00| 2350.00000 2350.00 CATCH BASIN, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -12 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1461789 |( 5 ) 35-1212938 |( 6 ) 35-1139301 |POINDEXTER EXCAVATING |ATLAS EXCAVATING INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 732-08419 186.000 SYS | 76.00000 14136.00| 72.65000 13512.90| 75.00000 13950.00 MODULAR BLOCK WALL | | | 0079 732-08420 178.000 SYS | 86.00000 15308.00| 81.19000 14451.82| 125.00000 22250.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0080 732-08421 364.000 SYS | 105.00000 38220.00| 87.08000 31697.12| 120.00000 43680.00 MODULAR BLOCK WALL ERECTION | | | 0081 801-03290 4.000 EACH | 310.00000 1240.00| 50.00000 200.00| 50.00000 200.00 CONSTRUCTION SIGN, C | | | 0082 801-06625 27.000 EACH | 110.00000 2970.00| 135.00000 3645.00| 135.00000 3645.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0083 801-06640 52.000 EACH | 170.00000 8840.00| 300.00000 15600.00| 300.00000 15600.00 CONSTRUCTION SIGN, A | | | 0084 801-06775 LUMP | 50000.00000 50000.00| 9226.36000 9226.36| 55161.24000 55161.24 MAINTAINING TRAFFIC | | | 0085 801-07119 396.000 LFT | 12.00000 4752.00| 10.50000 4158.00| 10.50000 4158.00 BARRICADE, III-B | | | 0086 802-05701 1447.000 LFT | 11.80000 17074.60| 11.30000 16351.10| 11.30000 16351.10 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0087 802-07059 89.000 EACH | 31.00000 2759.00| 29.70000 2643.30| 29.70000 2643.30 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0088 802-76025 565.000 SFT | 20.00000 11300.00| 19.35000 10932.75| 19.35000 10932.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0089 802-76035 12.000 SFT | 43.00000 516.00| 41.75000 501.00| 41.75000 501.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0090 808-03114 2.000 EACH | 100.00000 200.00| 50.00000 100.00| 50.00000 100.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 8 FT. | | | 0091 808-03439 60.000 LFT | 5.00000 300.00| 3.00000 180.00| 3.00000 180.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0092 808-06703 625.000 LFT | 0.30000 187.50| 0.25000 156.25| 0.25000 156.25 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0093 808-75240 1934.000 LFT | 0.30000 580.20| 0.25000 483.50| 0.25000 483.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -13 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1461789 |( 5 ) 35-1212938 |( 6 ) 35-1139301 |POINDEXTER EXCAVATING |ATLAS EXCAVATING INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 808-75245 6656.000 LFT | 0.30000 1996.80| 0.25000 1664.00| 0.25000 1664.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0095 808-75297 395.000 LFT | 4.00000 1580.00| 3.00000 1185.00| 3.00000 1185.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0096 808-75300 2293.000 LFT | 2.00000 4586.00| 1.75000 4012.75| 1.75000 4012.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0097 808-75320 18.000 EACH | 55.00000 990.00| 50.00000 900.00| 50.00000 900.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0098 808-75325 17.000 EACH | 70.00000 1190.00| 65.00000 1105.00| 65.00000 1105.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0099 808-75330 2.000 EACH | 110.00000 220.00| 100.00000 200.00| 100.00000 200.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | WORD (PEDX) | | | 0100 808-75998 103.000 EACH | 44.00000 4532.00| 37.48000 3860.44| 36.00000 3708.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0101 108-01614 LUMP | 12000.00000 12000.00| 9800.00000 9800.00| 5060.00000 5060.00 PARTNERING OVERHEAD | | | SECTION TOTALS | $ 2,916,163.60| $ 2,923,293.95| $ 2,937,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,916,163.60| $ 2,923,293.95| $ 2,937,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -14 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1323837 |( 8 ) 35-1917625 |( ) |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 29488.71000 29488.71| 74564.40000 74564.40| CONSTRUCTION ENGINEERING | | | 0002 105-08520 4.000 EACH | 354.80000 1419.20| 100.00000 400.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 80.000 MOS | 94.61000 7568.80| 60.00000 4800.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 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| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 110-01001 LUMP | 70649.63000 70649.63| 155000.00000 155000.00| MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 19986.90000 19986.90| 30000.00000 30000.00| CLEARING RIGHT OF WAY | | | 0013 202-02241 242.000 LFT | 2.16000 522.72| 7.00000 1694.00| GUARDRAIL, REMOVE | | | 0014 203-02000 8695.000 CYS | 14.31000 124425.45| 30.00000 260850.00| EXCAVATION, COMMON | | | 0015 205-06933 3.000 EACH | 462.71000 1388.13| 125.00000 375.00| TEMPORARY DITCH INLET PROTECTION | | | 0016 207-08267 988.000 SYS | 16.17000 15975.96| 18.00000 17784.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0017 207-08268 18960.000 SYS | 16.93000 320992.80| 15.00000 284400.00| SUBGRADE TREATMENT, TYPE IV | | | 0018 211-09264 3739.100 CYS | 17.15000 64125.57| 25.00000 93477.50| STRUCTURE BACKFILL, TYPE 1 | | | 0019 211-09268 223.000 CYS | 57.95000 12922.85| 60.00000 13380.00| STRUCTURE BACKFILL, TYPE 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -15 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1323837 |( 8 ) 35-1917625 |( ) |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 301-07448 176.000 TON | 21.27000 3743.52| 47.00000 8272.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 303-07449 60.000 TON | 21.11000 1266.60| 50.00000 3000.00| COMPACTED AGGREGATE, NO. 73 | | | 0022 304-07489 243.000 TON | 119.60000 29062.80| 98.00000 23814.00| HMA PATCHING, TYPE A | | | 0023 401-07334 1347.000 TON | 114.24000 153881.28| 117.00000 157599.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0024 401-07403 2277.000 TON | 85.51000 194706.27| 84.00000 191268.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0025 401-07424 6212.000 TON | 75.22000 467266.64| 79.00000 490748.00| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0026 401-08333 2477.000 TON | 92.48000 229072.96| 87.00000 215499.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0027 406-05520 17.000 TON | 413.93000 7036.81| 540.00000 9180.00| ASPHALT FOR TACK COAT | | | 0028 601-02800 2.000 EACH | 1419.19000 2838.38| 1200.00000 2400.00| GUARDRAIL TRANSITION, TGT | | | 0029 601-94689 2.000 EACH | 2779.25000 5558.50| 2350.00000 4700.00| GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 112.500 LFT | 21.11000 2374.88| 18.00000 2025.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 603-03398 196.000 LFT | 16.56000 3245.76| 14.00000 2744.00| FENCE, RELOCATE | | | 0032 604-07900 231.000 SYS | 132.05000 30503.55| 155.00000 35805.00| CURB RAMP, CONCRETE, F | | | 0033 604-07901 297.000 SYS | 127.91000 37989.27| 155.00000 46035.00| CURB RAMP, CONCRETE, G | | | 0034 604-07902 7.000 SYS | 127.91000 895.37| 155.00000 1085.00| CURB RAMP, CONCRETE, H | | | 0035 604-07903 16.000 SYS | 127.91000 2046.56| 155.00000 2480.00| CURB RAMP, CONCRETE, K | | | 0036 604-44251 41.000 CYS | 597.06000 24479.46| 1035.00000 42435.00| STEPS, CONCRETE | | | 0037 604-91531 2586.000 SYS | 82.36000 212982.96| 35.00000 90510.00| SIDEWALK, CONCRETE, 4 IN. | | | 0038 605-06120 483.000 LFT | 25.98000 12548.34| 22.00000 10626.00| CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -16 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1323837 |( 8 ) 35-1917625 |( ) |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 605-06125 36.000 LFT | 41.48000 1493.28| 30.00000 1080.00| CURB, CONCRETE, MODIFIED | | | 0040 605-06155 5410.000 LFT | 19.81000 107172.10| 21.00000 113610.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0041 610-07486 91.000 TON | 255.45000 23245.95| 183.00000 16653.00| HMA FOR APPROACHES, TYPE A | | | 0042 610-08446 337.000 SYS | 46.12000 15542.44| 42.00000 14154.00| PCCP FOR APPROACHES, 6 IN. | | | 0043 610-09108 405.000 SYS | 56.18000 22752.90| 52.00000 21060.00| PCCP FOR APPROACHES, 9 IN. | | | 0044 615-06490 147.000 EACH | 137.19000 20166.93| 116.00000 17052.00| RIGHT OF WAY MARKER | | | 0045 615-06505 5.000 EACH | 715.51000 3577.55| 955.00000 4775.00| MONUMENT, B | | | 0046 615-06527 1.000 EACH | 614.98000 614.98| 870.00000 870.00| MONUMENT, SECTION CORNER | | | 0047 616-02320 34.000 SYS | 5.91000 200.94| 1.80000 61.20| GEOTEXTILES | | | 0048 616-06405 52.000 TON | 24.08000 1252.16| 60.00000 3120.00| RIPRAP, REVETMENT | | | 0049 621-06567 26.200 kGAL | 1.18000 30.92| 1.00000 26.20| WATER | | | 0050 621-06575 6549.000 SYS | 3.37000 22070.13| 3.50000 22921.50| SODDING, NURSERY | | | 0051 628-09402 20.000 MOS | 2014.06000 40281.20| 1700.00000 34000.00| FIELD OFFICE, B | | | 0052 628-09407 20.000 MOS | 35.48000 709.60| 210.00000 4200.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0053 703-51030 1190.000 LBS | 2.51000 2986.90| 3.00000 3570.00| REINFORCING STEEL | | | 0054 715-05048 6114.000 LFT | 4.78000 29224.92| 4.00000 24456.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0055 715-05053 31.000 LFT | 12.27000 380.37| 24.50000 759.50| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0056 715-05149 602.000 LFT | 36.13000 21750.26| 40.00000 24080.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0057 715-05151 579.000 LFT | 38.59000 22343.61| 41.00000 23739.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -17 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1323837 |( 8 ) 35-1917625 |( ) |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 715-05152 1843.500 LFT | 48.07000 88617.05| 42.00000 77427.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0059 715-05154 1392.000 LFT | 54.00000 75168.00| 56.00000 77952.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0060 715-05156 356.000 LFT | 64.79000 23065.24| 91.00000 32396.00| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0061 715-09064 4772.500 LFT | 1.48000 7063.30| 2.00000 9545.00| VIDEO INSPECTION FOR PIPE | | | 0062 715-46010 1.000 EACH | 313.61000 313.61| 520.00000 520.00| PIPE END SECTION, 18 IN. | | | 0063 715-46030 1.000 EACH | 556.71000 556.71| 790.00000 790.00| PIPE END SECTION, 30 IN. | | | 0064 718-06532 3000.000 LFT | 0.89000 2670.00| 1.50000 4500.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0065 718-52610 490.000 CYS | 28.99000 14205.10| 39.90000 19551.00| AGGREGATE FOR UNDERDRAINS | | | 0066 718-99153 2052.000 SYS | 0.68000 1395.36| 1.85000 3796.20| GEOTEXTILES FOR UNDERDRAIN | | | 0067 720-04666 1.000 EACH | 1950.85000 1950.85| 2100.00000 2100.00| CATCH BASIN , B | | | 0068 720-04666 1.000 EACH | 1686.47000 1686.47| 2900.00000 2900.00| CATCH BASIN , R-13 | | | 0069 720-04790 1.000 EACH | 458.64000 458.64| 1000.00000 1000.00| CASTING | | | 0070 720-45030 2.000 EACH | 1355.86000 2711.72| 1800.00000 3600.00| INLET, E7 | | | 0071 720-45045 2.000 EACH | 1635.86000 3271.72| 2250.00000 4500.00| INLET, J10 | | | 0072 720-45250 15.000 EACH | 1873.51000 28102.65| 2500.00000 37500.00| CATCH BASIN, K10 | | | 0073 720-45265 1.000 EACH | 611.01000 611.01| 1200.00000 1200.00| PIPE CATCH BASIN, 15 IN. | | | 0074 720-45410 21.000 EACH | 1795.92000 37714.32| 2200.00000 46200.00| MANHOLE, C4 | | | 0075 720-95422 4.000 EACH | 2408.89000 9635.56| 3100.00000 12400.00| MANHOLE, J4 | | | 0076 720-98687 4.000 EACH | 1552.32000 6209.28| 2600.00000 10400.00| CATCH BASIN, M10 | | | 0077 720-99416 1.000 EACH | 2415.47000 2415.47| 3200.00000 3200.00| CATCH BASIN, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -18 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1323837 |( 8 ) 35-1917625 |( ) |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 732-08419 186.000 SYS | 94.95000 17660.70| 70.00000 13020.00| MODULAR BLOCK WALL | | | 0079 732-08420 178.000 SYS | 186.71000 33234.38| 70.00000 12460.00| MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0080 732-08421 364.000 SYS | 105.13000 38267.32| 155.00000 56420.00| MODULAR BLOCK WALL ERECTION | | | 0081 801-03290 4.000 EACH | 571.95000 2287.80| 50.00000 200.00| CONSTRUCTION SIGN, C | | | 0082 801-06625 27.000 EACH | 374.94000 10123.38| 135.00000 3645.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0083 801-06640 52.000 EACH | 481.71000 25048.92| 300.00000 15600.00| CONSTRUCTION SIGN, A | | | 0084 801-06775 LUMP | 58983.63000 58983.63| 60000.00000 60000.00| MAINTAINING TRAFFIC | | | 0085 801-07119 396.000 LFT | 34.32000 13590.72| 11.00000 4356.00| BARRICADE, III-B | | | 0086 802-05701 1447.000 LFT | 13.36000 19331.92| 12.00000 17364.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0087 802-07059 89.000 EACH | 35.12000 3125.68| 30.00000 2670.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0088 802-76025 565.000 SFT | 22.88000 12927.20| 20.00000 11300.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0089 802-76035 12.000 SFT | 49.38000 592.56| 42.00000 504.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0090 808-03114 2.000 EACH | 177.40000 354.80| 50.00000 100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 8 FT. | | | 0091 808-03439 60.000 LFT | 7.10000 426.00| 3.00000 180.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0092 808-06703 625.000 LFT | 0.47000 293.75| 0.25000 156.25| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0093 808-75240 1934.000 LFT | 0.47000 908.98| 0.25000 483.50| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 260 -19 TABULATION OF BIDS ROUTE : US 52 CALL ORDER : 260 CONTRACT ID : R -29923-A COUNTIES : HANCOCK LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1323837 |( 8 ) 35-1917625 |( ) |SUNESIS CONSTRUCTION COMPANY |MILESTONE CONTRACTORS LP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 808-75245 6656.000 LFT | 0.47000 3128.32| 0.25000 1664.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0095 808-75297 395.000 LFT | 7.10000 2804.50| 3.00000 1185.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0096 808-75300 2293.000 LFT | 1.18000 2705.74| 1.75000 4012.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0097 808-75320 18.000 EACH | 88.70000 1596.60| 50.00000 900.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0098 808-75325 17.000 EACH | 106.44000 1809.48| 65.00000 1105.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0099 808-75330 2.000 EACH | 177.40000 354.80| 100.00000 200.00| PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | WORD (PEDX) | | | 0100 808-75998 103.000 EACH | 34.30000 3532.90| 18.00000 1854.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0101 108-01614 LUMP | 12121.95000 12121.95| 7000.00000 7000.00| PARTNERING OVERHEAD | | | SECTION TOTALS | $ 2,999,803.86| $ 3,175,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,999,803.86| $ 3,175,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 280 -1 VENDOR RANKING CALL ORDER : 280 CONTRACT ID : R -31016-A COUNTIES : TIPTON LETTING DATE : 09/04/08 10:00 AM DISTRICT : 63 CONTRACT TIME : 11/21/08 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0800324 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 18,873.30 100.0000% 2 35-2103617 BRYAN`S HAULING & EXCAVATING $ 22,781.00 120.7049% 3 35-1817574 YARDBERRY LANDSCAPE $ 27,081.00 143.4884% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 280 -2 TABULATION OF BIDS ROUTE : 213 CALL ORDER : 280 CONTRACT ID : R -31016-A COUNTIES : TIPTON LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1874009 |( 2 ) 35-2103617 |( 3 ) 35-1817574 |HAUER EXCAVATING |BRYAN`S HAULING & EXCAVATING |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 800.00000 800.00| 1800.00000 1800.00| 1200.00000 1200.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02255 6.000 EACH | 350.00000 2100.00| 300.00000 1800.00| 1000.00000 6000.00 TREE, 18 IN., REMOVE | | | 0007 202-03000 LUMP | 12995.00000 12995.00| 15500.00000 15500.00| 13000.00000 13000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 4 | | | 0008 205-06937 1300.000 LFT | 0.40000 520.00| 0.25000 325.00| 3.00000 3900.00 TEMPORARY SILT FENCE | | | 0009 621-06559 1227.000 SYS | 0.90000 1104.30| 1.00000 1227.00| 1.00000 1227.00 MULCHED SEEDING, R | | | 0010 801-06640 3.000 EACH | 150.00000 450.00| 425.00000 1275.00| 250.00000 750.00 CONSTRUCTION SIGN, A | | | 0011 621-01004 2.000 EACH | 450.00000 900.00| 425.00000 850.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 18,873.30| $ 22,781.00| $ 27,081.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 18,873.30| $ 22,781.00| $ 27,081.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 320 -1 VENDOR RANKING CALL ORDER : 320 CONTRACT ID : RS-28853-A COUNTIES : PARKE LETTING DATE : 09/04/08 10:00 AM DISTRICT : 61 CONTRACT TIME : 08/15/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0501036 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO LLC $ 3,040,544.71 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,045,300.00 100.1564% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 320 -2 TABULATION OF BIDS ROUTE : 36 CALL ORDER : 320 CONTRACT ID : RS-28853-A COUNTIES : PARKE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-0918397 |( ) |WABASH VALLEY ASPHALT CO LLC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 2359.77000 2359.77| 7500.00000 7500.00| CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 75.00000 75.00| 100.00000 100.00| RADIO | | | 0003 105-08520 1.000 EACH | 75.00000 75.00| 100.00000 100.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 75.00000 900.00| 100.00000 1200.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 12.000 MOS | 75.00000 900.00| 100.00000 1200.00| RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0013 110-01001 LUMP | 149251.00000 149251.00| 84307.13000 84307.13| MOBILIZATION AND DEMOBILIZATION | | | 0014 202-02241 5540.000 LFT | 0.55000 3047.00| 0.55000 3047.00| GUARDRAIL, REMOVE | | | 0015 202-02278 339.000 LFT | 18.00000 6102.00| 10.25000 3474.75| CURB, CONCRETE, REMOVE | | | 0016 202-52710 202.000 SYS | 45.00000 9090.00| 9.00000 1818.00| SIDEWALK, CONCRETE, REMOVE | | | 0017 202-93741 28.000 EACH | 170.00000 4760.00| 170.00000 4760.00| GUARD RAIL END TREATMENT, REMOVE | | | 0018 203-02070 860.000 CYS | 52.16000 44857.60| 55.00000 47300.00| BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 320 -3 TABULATION OF BIDS ROUTE : 36 CALL ORDER : 320 CONTRACT ID : RS-28853-A COUNTIES : PARKE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-0918397 |( ) |WABASH VALLEY ASPHALT CO LLC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 203-08607 38066.000 LFT | 0.92000 35020.72| 1.50000 57099.00| LINEAR GRADING | | | 0020 303-01180 540.000 TON | 51.22000 27658.80| 45.75000 24705.00| COMPACTED AGGREGATE, NO. 53 | | | 0021 304-07491 1500.000 TON | 94.87000 142305.00| 96.00000 144000.00| HMA PATCHING, TYPE C | | | 0022 306-08033 114282.000 SYS | 0.57000 65140.74| 0.85000 97139.70| MILLING, ASPHALT, 1 IN. | | | 0023 306-08034 20580.000 SYS | 1.46000 30046.80| 1.25000 25725.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0024 306-08043 4199.000 SYS | 0.84000 3527.16| 1.45000 6088.55| MILLING, TRANSITION | | | 0025 306-08432 9740.000 SYS | 1.16000 11298.40| 1.25000 12175.00| MILLING, APPROACH | | | 0026 401-06264 LUMP | 4706.72000 4706.72| 5100.00000 5100.00| PROFILOGRAPH, HMA | | | 0027 401-07328 11473.000 TON | 85.16000 977040.68| 88.00000 1009624.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0028 401-07379 13057.000 TON | 66.38000 866723.66| 69.00000 900933.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0029 406-05520 67.470 TON | 480.00000 32385.60| 600.00000 40482.00| ASPHALT FOR TACK COAT | | | 0030 601-01322 2.000 LFT | 1325.00000 2650.00| 1325.00000 2650.00| GUARDRAIL END TREATMENT, OS, RESET | | | 0031 601-01625 1.000 EACH | 1525.00000 1525.00| 1525.00000 1525.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0032 601-01846 1.000 EACH | 1650.00000 1650.00| 1650.00000 1650.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0033 601-05586 1.000 EACH | 2115.00000 2115.00| 2115.00000 2115.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0034 601-06035 300.000 LFT | 7.30000 2190.00| 7.30000 2190.00| GUARDRAIL, RESET | | | 0035 601-06037 1.000 EACH | 900.00000 900.00| 900.00000 900.00| GUARDRAIL END TREATMENT, I | | | 0036 601-94689 25.000 EACH | 2550.00000 63750.00| 2550.00000 63750.00| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 320 -4 TABULATION OF BIDS ROUTE : 36 CALL ORDER : 320 CONTRACT ID : RS-28853-A COUNTIES : PARKE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-0918397 |( ) |WABASH VALLEY ASPHALT CO LLC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 601-99105 6910.000 LFT | 18.80000 129908.00| 18.80000 129908.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0038 604-06070 15.280 SYS | 62.50000 955.00| 105.00000 1604.40| SIDEWALK, CONCRETE | | | 0039 604-07894 4.310 SYS | 345.00000 1486.95| 277.00000 1193.87| CURB RAMP, CONCRETE, A MODIFIED | | | 0040 604-07896 120.800 SYS | 215.00000 25972.00| 244.00000 29475.20| CURB RAMP, CONCRETE, B MODIFIED | | | 0041 604-07901 62.790 SYS | 245.00000 15383.55| 195.00000 12244.05| CURB RAMP, CONCRETE, G MODIFIED | | | 0042 610-07488 1088.000 TON | 112.82000 122748.16| 135.00000 146880.00| HMA FOR APPROACHES, TYPE C | | | 0043 612-04315 10.800 TON | 2610.00000 28188.00| 2610.00000 28188.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0044 612-60410 180.000 EACH | 27.00000 4860.00| 27.00000 4860.00| DRILLED HOLE FOR UNDERSEAL | | | 0045 615-06505 4.000 EACH | 1200.00000 4800.00| 700.00000 2800.00| MONUMENT, B | | | 0046 628-09402 12.000 MOS | 1100.00000 13200.00| 2250.00000 27000.00| FIELD OFFICE, B | | | 0047 628-09407 12.000 MOS | 250.00000 3000.00| 250.00000 3000.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0048 801-03290 5.000 EACH | 195.00000 975.00| 195.00000 975.00| CONSTRUCTION SIGN, C | | | 0049 801-06203 7861.000 LFT | 0.35000 2751.35| 1.00000 7861.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0050 801-06207 4160.000 LFT | 1.39000 5782.40| 1.00000 4160.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06640 45.000 EACH | 125.00000 5625.00| 125.00000 5625.00| CONSTRUCTION SIGN, A | | | 0052 801-06775 LUMP | 134001.00000 134001.00| 38000.00000 38000.00| MAINTAINING TRAFFIC | | | 0053 808-06703 75100.000 LFT | 0.26000 19526.00| 0.26000 19526.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0054 808-06713 940.000 LFT | 0.95000 893.00| 0.95000 893.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0055 808-75215 84.000 LFT | 2.25000 189.00| 2.25000 189.00| LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 320 -5 TABULATION OF BIDS ROUTE : 36 CALL ORDER : 320 CONTRACT ID : RS-28853-A COUNTIES : PARKE LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( 2 ) 35-0918397 |( ) |WABASH VALLEY ASPHALT CO LLC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 808-75240 5821.000 LFT | 0.26000 1513.46| 0.26000 1513.46| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0057 808-75245 47314.000 LFT | 0.26000 12301.64| 0.26000 12301.64| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0058 808-75297 319.000 LFT | 4.30000 1371.70| 4.30000 1371.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0059 808-75300 980.000 LFT | 1.08000 1058.40| 1.08000 1058.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0060 808-75996 907.000 EACH | 3.85000 3491.95| 3.85000 3491.95| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0061 205-06937 4050.000 LFT | 1.40000 5670.00| 1.40000 5670.00| TEMPORARY SILT FENCE | | | 0062 621-06575 107.000 SYS | 26.50000 2835.50| 26.60000 2846.20| SODDING, NURSERY | | | SECTION TOTALS | $ 3,040,544.71| $ 3,045,300.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,040,544.71| $ 3,045,300.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 360 -1 VENDOR RANKING CALL ORDER : 360 CONTRACT ID : B -29014-A COUNTIES : OWEN LETTING DATE : 09/04/08 10:00 AM DISTRICT : 61 CONTRACT TIME : 10/15/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600819 4260012 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER INC $ 958,107.33 100.0000% 2 35-1673827 HENDERSON H E INC $ 997,646.02 104.1267% 3 35-1212938 ATLAS EXCAVATING INC $ 1,089,188.19 113.6812% 4 35-1385672 FORCE CONSTRUCTION CO INC $ 1,097,830.60 114.5833% 5 35-1357381 O`MARA DAVE CONTRACTOR $ 1,111,272.41 115.9862% 6 35-1801998 CLR INC $ 1,126,705.20 117.5970% 7 35-1381845 HARVEY GEORGE R & SON INC $ 1,226,263.41 127.9881% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 360 -2 TABULATION OF BIDS ROUTE : SR 246 CALL ORDER : 360 CONTRACT ID : B -29014-A COUNTIES : OWEN LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1673827 |( 3 ) 35-1212938 |CRIDER & CRIDER INC |HENDERSON H E INC |ATLAS EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP | 7083.97000 7083.97| 18859.60000 18859.60| 9900.00000 9900.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 117.44000 234.88| 85.60000 171.20| 125.00000 250.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 93.95000 1127.40| 160.50000 1926.00| 60.00000 720.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 110-01001 LUMP | 44701.35000 44701.35| 37855.00000 37855.00| 54000.00000 54000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 15637.05000 15637.05| 31082.00000 31082.00| 27000.00000 27000.00 CLEARING RIGHT OF WAY | | | 0012 202-02241 600.000 LFT | 4.97000 2982.00| 4.60000 2760.00| 4.00000 2400.00 GUARDRAIL, REMOVE | | | 0013 202-51330 LUMP | 2241.63000 2241.63| 5439.52000 5439.52| 27000.00000 27000.00 PRESENT STRUCTURE, REMOVE | | | 0014 203-02000 16613.000 CYS | 7.14000 118616.82| 8.07000 134066.91| 13.00000 215969.00 EXCAVATION, COMMON | | | 0015 203-02070 8247.000 CYS | 13.85000 114220.95| 9.17000 75624.99| 2.00000 16494.00 BORROW | | | 0016 203-51223 1200.000 CYS | 6.59000 7908.00| 11.99000 14388.00| 4.00000 4800.00 EXCAVATION, WATERWAY | | | 0017 205-03371 100.000 CYS | 6.62000 662.00| 46.66000 4666.00| 16.00000 1600.00 SEDIMENT, REMOVE | | | 0018 205-06936 63.000 TON | 28.07000 1768.41| 33.00000 2079.00| 35.00000 2205.00 TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 1175.000 LFT | 3.41000 4006.75| 2.32000 2726.00| 1.50000 1762.50 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 360 -3 TABULATION OF BIDS ROUTE : SR 246 CALL ORDER : 360 CONTRACT ID : B -29014-A COUNTIES : OWEN LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1673827 |( 3 ) 35-1212938 |CRIDER & CRIDER INC |HENDERSON H E INC |ATLAS EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06938 150.000 LFT | 22.30000 3345.00| 30.32000 4548.00| 20.00000 3000.00 TEMPORARY SLOPE DRAIN | | | 0021 207-08265 6126.000 SYS | 4.31000 26403.06| 6.21000 38042.46| 3.71000 22727.46 SUBGRADE TREATMENT, TYPE IIA | | | 0022 207-08267 110.000 SYS | 5.94000 653.40| 7.80000 858.00| 13.50000 1485.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0023 211-09264 8.000 CYS | 56.21000 449.68| 161.54000 1292.32| 100.00000 800.00 STRUCTURE BACKFILL, TYPE 1 | | | 0024 211-09265 1058.000 CYS | 32.30000 34173.40| 25.45000 26926.10| 40.00000 42320.00 STRUCTURE BACKFILL, TYPE 2 | | | 0025 212-06282 100.000 CYS | 11.15000 1115.00| 40.12000 4012.00| 30.00000 3000.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0026 303-52308 2543.000 TON | 14.90000 37890.70| 19.56000 49741.08| 20.00000 50860.00 COMPACTED AGGREGATE, O, 53 | | | 0027 306-08034 489.000 SYS | 4.11000 2009.79| 5.54000 2709.06| 6.07000 2968.23 MILLING, ASPHALT, 1 1/2 IN. | | | 0028 402-07433 591.000 TON | 92.91000 54909.81| 87.46000 51688.86| 82.63000 48834.33 HMA SURFACE, TYPE B | | | 0029 402-07438 650.000 TON | 75.92000 49348.00| 71.52000 46488.00| 67.52000 43888.00 HMA INTERMEDIATE, TYPE B | | | 0030 404-05511 1688.000 SYS | 3.10000 5232.80| 2.90000 4895.20| 2.76000 4658.88 SEAL COAT, 2 | | | 0031 406-05520 0.880 TON | 566.72000 498.71| 529.20000 465.70| 504.00000 443.52 ASPHALT FOR TACK COAT | | | 0032 601-94689 4.000 EACH | 2733.87000 10935.48| 2530.41000 10121.64| 2409.91000 9639.64 GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 919.000 LFT | 20.45000 18793.55| 18.93000 17396.67| 18.03000 16569.57 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 610-07487 30.000 TON | 137.18000 4115.40| 136.99000 4109.70| 122.00000 3660.00 HMA FOR APPROACHES, TYPE B | | | 0035 611-06497 1.000 EACH | 215.54000 215.54| 199.50000 199.50| 190.00000 190.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06490 17.000 EACH | 131.59000 2237.03| 121.80000 2070.60| 116.00000 1972.00 RIGHT OF WAY MARKER | | | 0037 615-06505 4.000 EACH | 714.69000 2858.76| 661.50000 2646.00| 630.00000 2520.00 MONUMENT, B | | | 0038 615-06510 1.000 EACH | 709.02000 709.02| 656.25000 656.25| 625.00000 625.00 MONUMENT, C | | | 0039 616-02320 2134.000 SYS | 2.45000 5228.30| 3.21000 6850.14| 2.01000 4289.34 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 360 -4 TABULATION OF BIDS ROUTE : SR 246 CALL ORDER : 360 CONTRACT ID : B -29014-A COUNTIES : OWEN LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1673827 |( 3 ) 35-1212938 |CRIDER & CRIDER INC |HENDERSON H E INC |ATLAS EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 616-05688 500.000 TON | 36.46000 18230.00| 31.60000 15800.00| 45.00000 22500.00 RIPRAP, CLASS 1 | | | 0041 616-06405 1142.000 TON | 25.64000 29280.88| 18.69000 21343.98| 32.00000 36544.00 RIPRAP, REVETMENT | | | 0042 621-01004 4.000 EACH | 811.12000 3244.48| 750.75000 3003.00| 715.00000 2860.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-02770 3011.000 SYS | 6.58000 19812.38| 6.09000 18336.99| 5.80000 17463.80 EROSION CONTROL BLANKET | | | 0044 621-04978 3011.000 SYS | 1.16000 3492.76| 1.07000 3221.77| 1.02000 3071.22 SEED MIXTURE , STREAMBED | | | 0045 621-06545 1.370 TON | 1117.41000 1530.85| 1034.25000 1416.92| 985.00000 1349.45 FERTILIZER | | | 0046 621-06553 581.000 LBS | 6.01000 3491.81| 5.57000 3236.17| 5.30000 3079.30 SEED MIXTURE, R | | | 0047 621-06557 1026.000 LBS | 3.40000 3488.40| 3.15000 3231.90| 3.00000 3078.00 SEED MIXTURE, T | | | 0048 621-06565 6.840 TON | 482.13000 3297.77| 446.25000 3052.35| 425.00000 2907.00 MULCHING MATERIAL | | | 0049 621-06567 6.300 kGAL | 1.13000 7.12| 1.05000 6.62| 1.00000 6.30 WATER | | | 0050 621-06574 1580.000 SYS | 4.67000 7378.60| 4.33000 6841.40| 4.12000 6509.60 SODDING | | | 0051 622-05638 56.000 EACH | 36.87000 2064.72| 34.13000 1911.28| 32.50000 1820.00 PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 0052 622-05643 112.000 EACH | 43.39000 4859.68| 40.16000 4497.92| 38.25000 4284.00 PLANT, DECIDUOUS TREE, MULTI-STEM, 48 | | | IN. OR UNDER | | | 0053 622-05654 1500.000 EACH | 4.53000 6795.00| 4.19000 6285.00| 3.99000 5985.00 PLANT, PERENNIAL , WETLAND PLUG | | | 0054 622-52436 15.000 EACH | 36.30000 544.50| 33.60000 504.00| 32.00000 480.00 SIGN, DO NOT MOW OR SPRAY | | | 0055 622-91786 1320.000 EACH | 12.15000 16038.00| 11.25000 14850.00| 10.71000 14137.20 SEEDLING , LIVE STAKE | | | 0056 628-09402 12.000 MOS | 1950.57000 23406.84| 1872.50000 22470.00| 3000.00000 36000.00 FIELD OFFICE, B | | | 0057 628-09407 12.000 MOS | 226.89000 2722.68| 247.17000 2966.04| 200.00000 2400.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 360 -5 TABULATION OF BIDS ROUTE : SR 246 CALL ORDER : 360 CONTRACT ID : B -29014-A COUNTIES : OWEN LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1673827 |( 3 ) 35-1212938 |CRIDER & CRIDER INC |HENDERSON H E INC |ATLAS EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 715-05048 10.000 LFT | 12.36000 123.60| 21.40000 214.00| 6.00000 60.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0059 715-05154 50.000 LFT | 44.24000 2212.00| 44.96000 2248.00| 90.00000 4500.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0060 715-05169 36.000 LFT | 29.46000 1060.56| 33.27000 1197.72| 65.00000 2340.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0061 715-46005 2.000 EACH | 225.77000 451.54| 203.65000 407.30| 800.00000 1600.00 PIPE END SECTION, 15 IN. | | | 0062 715-46020 2.000 EACH | 359.54000 719.08| 310.65000 621.30| 900.00000 1800.00 PIPE END SECTION, 24 IN. | | | 0063 720-45410 1.000 EACH | 1313.34000 1313.34| 1605.00000 1605.00| 3300.00000 3300.00 MANHOLE, C4 | | | 0064 723-07807 126.000 LFT | 1335.27000 168244.02| 1546.80000 194896.80| 1900.00000 239400.00 STRUCTURE, PRECAST THREE-SIDED, 264 IN. | | | X 96 IN. | | | 0065 723-08608 416.000 SFT | 75.40000 31366.40| 83.48000 34727.68| 50.00000 20800.00 WINGWALL | | | 0066 801-03290 4.000 EACH | 226.89000 907.56| 210.00000 840.00| 275.00000 1100.00 CONSTRUCTION SIGN, C | | | 0067 801-04308 6.000 EACH | 703.34000 4220.04| 546.00000 3276.00| 550.00000 3300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06625 13.000 EACH | 102.10000 1327.30| 94.50000 1228.50| 195.00000 2535.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 12.000 EACH | 209.87000 2518.44| 194.25000 2331.00| 245.00000 2940.00 CONSTRUCTION SIGN, A | | | 0070 801-06645 6.000 EACH | 68.07000 408.42| 63.00000 378.00| 120.00000 720.00 CONSTRUCTION SIGN, B | | | 0071 801-06775 LUMP | 3321.23000 3321.23| 5092.00000 5092.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0072 801-07118 60.000 LFT | 15.88000 952.80| 14.70000 882.00| 9.95000 597.00 BARRICADE, III-A | | | 0073 801-07119 80.000 LFT | 17.02000 1361.60| 15.75000 1260.00| 12.95000 1036.00 BARRICADE, III-B | | | 0074 802-05701 36.000 LFT | 13.61000 489.96| 12.60000 453.60| 12.00000 432.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0075 802-76025 30.750 SFT | 19.74000 607.01| 18.27000 561.80| 17.40000 535.05 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 360 -6 TABULATION OF BIDS ROUTE : SR 246 CALL ORDER : 360 CONTRACT ID : B -29014-A COUNTIES : OWEN LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-1673827 |( 3 ) 35-1212938 |CRIDER & CRIDER INC |HENDERSON H E INC |ATLAS EXCAVATING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 808-06713 2986.000 LFT | 0.32000 955.52| 0.29000 865.94| 0.50000 1493.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0077 808-75245 2986.000 LFT | 0.32000 955.52| 0.29000 865.94| 0.80000 2388.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0078 808-75998 76.000 EACH | 34.03000 2586.28| 44.10000 3351.60| 30.00000 2280.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 958,107.33| $ 997,646.02| $ 1,089,188.19 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 958,107.33| $ 997,646.02| $ 1,089,188.19 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 360 -7 TABULATION OF BIDS ROUTE : SR 246 CALL ORDER : 360 CONTRACT ID : B -29014-A COUNTIES : OWEN LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1357381 |( 6 ) 35-1801998 |FORCE CONSTRUCTION CO INC |O`MARA DAVE CONTRACTOR |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP | 6300.00000 6300.00| 11985.00000 11985.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 183.33000 366.66| 200.00000 400.00| 55.00000 110.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 152.77000 1833.24| 90.00000 1080.00| 95.00000 1140.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 110-01001 LUMP | 54800.00000 54800.00| 50000.00000 50000.00| 55800.00000 55800.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 29850.00000 29850.00| 27000.00000 27000.00| 28000.00000 28000.00 CLEARING RIGHT OF WAY | | | 0012 202-02241 600.000 LFT | 5.75000 3450.00| 5.00000 3000.00| 3.50000 2100.00 GUARDRAIL, REMOVE | | | 0013 202-51330 LUMP | 13547.62000 13547.62| 20000.00000 20000.00| 11000.00000 11000.00 PRESENT STRUCTURE, REMOVE | | | 0014 203-02000 16613.000 CYS | 9.18000 152507.34| 8.00000 132904.00| 8.50000 141210.50 EXCAVATION, COMMON | | | 0015 203-02070 8247.000 CYS | 13.72000 113148.84| 13.75000 113396.25| 14.50000 119581.50 BORROW | | | 0016 203-51223 1200.000 CYS | 8.70000 10440.00| 12.00000 14400.00| 11.00000 13200.00 EXCAVATION, WATERWAY | | | 0017 205-03371 100.000 CYS | 15.19000 1519.00| 16.00000 1600.00| 27.00000 2700.00 SEDIMENT, REMOVE | | | 0018 205-06936 63.000 TON | 39.77000 2505.51| 45.00000 2835.00| 36.00000 2268.00 TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 1175.000 LFT | 2.21000 2596.75| 2.40000 2820.00| 3.25000 3818.75 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 360 -8 TABULATION OF BIDS ROUTE : SR 246 CALL ORDER : 360 CONTRACT ID : B -29014-A COUNTIES : OWEN LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1357381 |( 6 ) 35-1801998 |FORCE CONSTRUCTION CO INC |O`MARA DAVE CONTRACTOR |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06938 150.000 LFT | 10.86000 1629.00| 20.00000 3000.00| 4.00000 600.00 TEMPORARY SLOPE DRAIN | | | 0021 207-08265 6126.000 SYS | 3.75000 22972.50| 5.00000 30630.00| 3.45000 21134.70 SUBGRADE TREATMENT, TYPE IIA | | | 0022 207-08267 110.000 SYS | 12.15000 1336.50| 14.00000 1540.00| 15.50000 1705.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0023 211-09264 8.000 CYS | 84.54000 676.32| 32.00000 256.00| 40.00000 320.00 STRUCTURE BACKFILL, TYPE 1 | | | 0024 211-09265 1058.000 CYS | 33.04000 34956.32| 32.00000 33856.00| 31.00000 32798.00 STRUCTURE BACKFILL, TYPE 2 | | | 0025 212-06282 100.000 CYS | 19.50000 1950.00| 50.00000 5000.00| 15.00000 1500.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0026 303-52308 2543.000 TON | 19.33000 49156.19| 18.60000 47299.80| 28.00000 71204.00 COMPACTED AGGREGATE, O, 53 | | | 0027 306-08034 489.000 SYS | 10.45000 5110.05| 13.00000 6357.00| 9.00000 4401.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0028 402-07433 591.000 TON | 82.00000 48462.00| 84.00000 49644.00| 98.00000 57918.00 HMA SURFACE, TYPE B | | | 0029 402-07438 650.000 TON | 69.00000 44850.00| 68.00000 44200.00| 97.50000 63375.00 HMA INTERMEDIATE, TYPE B | | | 0030 404-05511 1688.000 SYS | 2.65000 4473.20| 2.50000 4220.00| 2.71000 4574.48 SEAL COAT, 2 | | | 0031 406-05520 0.880 TON | 540.00000 475.20| 600.00000 528.00| 454.00000 399.52 ASPHALT FOR TACK COAT | | | 0032 601-94689 4.000 EACH | 2700.00000 10800.00| 2410.00000 9640.00| 2675.00000 10700.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 919.000 LFT | 23.00000 21137.00| 18.03000 16569.57| 20.00000 18380.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 610-07487 30.000 TON | 139.00000 4170.00| 130.00000 3900.00| 176.00000 5280.00 HMA FOR APPROACHES, TYPE B | | | 0035 611-06497 1.000 EACH | 185.00000 185.00| 200.00000 200.00| 275.00000 275.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06490 17.000 EACH | 175.00000 2975.00| 116.00000 1972.00| 91.00000 1547.00 RIGHT OF WAY MARKER | | | 0037 615-06505 4.000 EACH | 575.00000 2300.00| 630.00000 2520.00| 580.00000 2320.00 MONUMENT, B | | | 0038 615-06510 1.000 EACH | 475.00000 475.00| 648.00000 648.00| 575.00000 575.00 MONUMENT, C | | | 0039 616-02320 2134.000 SYS | 2.30000 4908.20| 2.50000 5335.00| 3.50000 7469.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 360 -9 TABULATION OF BIDS ROUTE : SR 246 CALL ORDER : 360 CONTRACT ID : B -29014-A COUNTIES : OWEN LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1357381 |( 6 ) 35-1801998 |FORCE CONSTRUCTION CO INC |O`MARA DAVE CONTRACTOR |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 616-05688 500.000 TON | 28.88000 14440.00| 36.00000 18000.00| 35.00000 17500.00 RIPRAP, CLASS 1 | | | 0041 616-06405 1142.000 TON | 21.23000 24244.66| 29.00000 33118.00| 23.00000 26266.00 RIPRAP, REVETMENT | | | 0042 621-01004 4.000 EACH | 715.00000 2860.00| 715.00000 2860.00| 397.00000 1588.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-02770 3011.000 SYS | 5.80000 17463.80| 6.00000 18066.00| 6.25000 18818.75 EROSION CONTROL BLANKET | | | 0044 621-04978 3011.000 SYS | 1.02000 3071.22| 1.02000 3071.22| 1.10000 3312.10 SEED MIXTURE , STREAMBED | | | 0045 621-06545 1.370 TON | 985.00000 1349.45| 985.00000 1349.45| 1500.00000 2055.00 FERTILIZER | | | 0046 621-06553 581.000 LBS | 5.30000 3079.30| 5.50000 3195.50| 5.75000 3340.75 SEED MIXTURE, R | | | 0047 621-06557 1026.000 LBS | 3.00000 3078.00| 3.57000 3662.82| 2.00000 2052.00 SEED MIXTURE, T | | | 0048 621-06565 6.840 TON | 425.00000 2907.00| 425.00000 2907.00| 470.00000 3214.80 MULCHING MATERIAL | | | 0049 621-06567 6.300 kGAL | 1.00000 6.30| 1.00000 6.30| 1.00000 6.30 WATER | | | 0050 621-06574 1580.000 SYS | 4.12000 6509.60| 4.15000 6557.00| 4.50000 7110.00 SODDING | | | 0051 622-05638 56.000 EACH | 32.50000 1820.00| 33.00000 1848.00| 36.00000 2016.00 PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 0052 622-05643 112.000 EACH | 38.25000 4284.00| 39.00000 4368.00| 42.00000 4704.00 PLANT, DECIDUOUS TREE, MULTI-STEM, 48 | | | IN. OR UNDER | | | 0053 622-05654 1500.000 EACH | 3.99000 5985.00| 4.00000 6000.00| 4.43000 6645.00 PLANT, PERENNIAL , WETLAND PLUG | | | 0054 622-52436 15.000 EACH | 32.00000 480.00| 32.00000 480.00| 25.00000 375.00 SIGN, DO NOT MOW OR SPRAY | | | 0055 622-91786 1320.000 EACH | 10.71000 14137.20| 11.00000 14520.00| 11.75000 15510.00 SEEDLING , LIVE STAKE | | | 0056 628-09402 12.000 MOS | 1492.63000 17911.56| 1700.00000 20400.00| 1500.00000 18000.00 FIELD OFFICE, B | | | 0057 628-09407 12.000 MOS | 432.38000 5188.56| 300.00000 3600.00| 200.00000 2400.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 360 -10 TABULATION OF BIDS ROUTE : SR 246 CALL ORDER : 360 CONTRACT ID : B -29014-A COUNTIES : OWEN LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1357381 |( 6 ) 35-1801998 |FORCE CONSTRUCTION CO INC |O`MARA DAVE CONTRACTOR |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 715-05048 10.000 LFT | 7.30000 73.00| 20.00000 200.00| 21.00000 210.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0059 715-05154 50.000 LFT | 42.12000 2106.00| 53.00000 2650.00| 56.00000 2800.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0060 715-05169 36.000 LFT | 37.94000 1365.84| 52.00000 1872.00| 53.00000 1908.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0061 715-46005 2.000 EACH | 249.69000 499.38| 210.00000 420.00| 345.00000 690.00 PIPE END SECTION, 15 IN. | | | 0062 715-46020 2.000 EACH | 441.71000 883.42| 300.00000 600.00| 451.00000 902.00 PIPE END SECTION, 24 IN. | | | 0063 720-45410 1.000 EACH | 3015.30000 3015.30| 1600.00000 1600.00| 2800.00000 2800.00 MANHOLE, C4 | | | 0064 723-07807 126.000 LFT | 1820.07000 229328.82| 1855.00000 233730.00| 1800.00000 226800.00 STRUCTURE, PRECAST THREE-SIDED, 264 IN. | | | X 96 IN. | | | 0065 723-08608 416.000 SFT | 114.89000 47794.24| 110.00000 45760.00| 100.00000 41600.00 WINGWALL | | | 0066 801-03290 4.000 EACH | 200.00000 800.00| 495.00000 1980.00| 125.00000 500.00 CONSTRUCTION SIGN, C | | | 0067 801-04308 6.000 EACH | 620.00000 3720.00| 495.00000 2970.00| 570.00000 3420.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06625 13.000 EACH | 90.00000 1170.00| 115.00000 1495.00| 100.00000 1300.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 12.000 EACH | 185.00000 2220.00| 319.00000 3828.00| 205.00000 2460.00 CONSTRUCTION SIGN, A | | | 0070 801-06645 6.000 EACH | 60.00000 360.00| 50.00000 300.00| 65.00000 390.00 CONSTRUCTION SIGN, B | | | 0071 801-06775 LUMP | 11878.35000 11878.35| 9000.00000 9000.00| 3400.00000 3400.00 MAINTAINING TRAFFIC | | | 0072 801-07118 60.000 LFT | 14.00000 840.00| 20.00000 1200.00| 15.55000 933.00 BARRICADE, III-A | | | 0073 801-07119 80.000 LFT | 15.00000 1200.00| 21.00000 1680.00| 16.50000 1320.00 BARRICADE, III-B | | | 0074 802-05701 36.000 LFT | 30.00000 1080.00| 12.00000 432.00| 13.00000 468.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0075 802-76025 30.750 SFT | 28.00000 861.00| 18.00000 553.50| 19.00000 584.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 360 -11 TABULATION OF BIDS ROUTE : SR 246 CALL ORDER : 360 CONTRACT ID : B -29014-A COUNTIES : OWEN LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1357381 |( 6 ) 35-1801998 |FORCE CONSTRUCTION CO INC |O`MARA DAVE CONTRACTOR |CLR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 808-06713 2986.000 LFT | 0.28000 836.08| 0.90000 2687.40| 0.40000 1194.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0077 808-75245 2986.000 LFT | 0.28000 836.08| 1.10000 3284.60| 0.40000 1194.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0078 808-75998 76.000 EACH | 30.00000 2280.00| 30.00000 2280.00| 33.00000 2508.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,097,830.60| $ 1,111,272.41| $ 1,126,705.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,097,830.60| $ 1,111,272.41| $ 1,126,705.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 360 -12 TABULATION OF BIDS ROUTE : SR 246 CALL ORDER : 360 CONTRACT ID : B -29014-A COUNTIES : OWEN LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1381845 |( ) |( ) |HARVEY GEORGE R & SON INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP | 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 300.00000 600.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 100.00000 1200.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0010 110-01001 LUMP | 61000.00000 61000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 65000.00000 65000.00| | CLEARING RIGHT OF WAY | | | 0012 202-02241 600.000 LFT | 5.00000 3000.00| | GUARDRAIL, REMOVE | | | 0013 202-51330 LUMP | 7500.00000 7500.00| | PRESENT STRUCTURE, REMOVE | | | 0014 203-02000 16613.000 CYS | 12.00000 199356.00| | EXCAVATION, COMMON | | | 0015 203-02070 8247.000 CYS | 20.50000 169063.50| | BORROW | | | 0016 203-51223 1200.000 CYS | 12.00000 14400.00| | EXCAVATION, WATERWAY | | | 0017 205-03371 100.000 CYS | 12.00000 1200.00| | SEDIMENT, REMOVE | | | 0018 205-06936 63.000 TON | 40.00000 2520.00| | TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 1175.000 LFT | 2.60000 3055.00| | TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 360 -13 TABULATION OF BIDS ROUTE : SR 246 CALL ORDER : 360 CONTRACT ID : B -29014-A COUNTIES : OWEN LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1381845 |( ) |( ) |HARVEY GEORGE R & SON INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06938 150.000 LFT | 12.00000 1800.00| | TEMPORARY SLOPE DRAIN | | | 0021 207-08265 6126.000 SYS | 4.50000 27567.00| | SUBGRADE TREATMENT, TYPE IIA | | | 0022 207-08267 110.000 SYS | 10.00000 1100.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0023 211-09264 8.000 CYS | 30.00000 240.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0024 211-09265 1058.000 CYS | 30.00000 31740.00| | STRUCTURE BACKFILL, TYPE 2 | | | 0025 212-06282 100.000 CYS | 10.00000 1000.00| | STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0026 303-52308 2543.000 TON | 20.00000 50860.00| | COMPACTED AGGREGATE, O, 53 | | | 0027 306-08034 489.000 SYS | 10.25000 5012.25| | MILLING, ASPHALT, 1 1/2 IN. | | | 0028 402-07433 591.000 TON | 89.10000 52658.10| | HMA SURFACE, TYPE B | | | 0029 402-07438 650.000 TON | 78.65000 51122.50| | HMA INTERMEDIATE, TYPE B | | | 0030 404-05511 1688.000 SYS | 4.40000 7427.20| | SEAL COAT, 2 | | | 0031 406-05520 0.880 TON | 660.00000 580.80| | ASPHALT FOR TACK COAT | | | 0032 601-94689 4.000 EACH | 2770.00000 11080.00| | GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 919.000 LFT | 20.75000 19069.25| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 610-07487 30.000 TON | 134.20000 4026.00| | HMA FOR APPROACHES, TYPE B | | | 0035 611-06497 1.000 EACH | 220.00000 220.00| | MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06490 17.000 EACH | 134.20000 2281.40| | RIGHT OF WAY MARKER | | | 0037 615-06505 4.000 EACH | 725.00000 2900.00| | MONUMENT, B | | | 0038 615-06510 1.000 EACH | 720.00000 720.00| | MONUMENT, C | | | 0039 616-02320 2134.000 SYS | 3.00000 6402.00| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 360 -14 TABULATION OF BIDS ROUTE : SR 246 CALL ORDER : 360 CONTRACT ID : B -29014-A COUNTIES : OWEN LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1381845 |( ) |( ) |HARVEY GEORGE R & SON INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 616-05688 500.000 TON | 30.00000 15000.00| | RIPRAP, CLASS 1 | | | 0041 616-06405 1142.000 TON | 24.00000 27408.00| | RIPRAP, REVETMENT | | | 0042 621-01004 4.000 EACH | 820.00000 3280.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-02770 3011.000 SYS | 6.70000 20173.70| | EROSION CONTROL BLANKET | | | 0044 621-04978 3011.000 SYS | 1.20000 3613.20| | SEED MIXTURE , STREAMBED | | | 0045 621-06545 1.370 TON | 1130.00000 1548.10| | FERTILIZER | | | 0046 621-06553 581.000 LBS | 6.00000 3486.00| | SEED MIXTURE, R | | | 0047 621-06557 1026.000 LBS | 3.45000 3539.70| | SEED MIXTURE, T | | | 0048 621-06565 6.840 TON | 480.00000 3283.20| | MULCHING MATERIAL | | | 0049 621-06567 6.300 kGAL | 1.15000 7.25| | WATER | | | 0050 621-06574 1580.000 SYS | 4.70000 7426.00| | SODDING | | | 0051 622-05638 56.000 EACH | 37.00000 2072.00| | PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 0052 622-05643 112.000 EACH | 44.00000 4928.00| | PLANT, DECIDUOUS TREE, MULTI-STEM, 48 | | | IN. OR UNDER | | | 0053 622-05654 1500.000 EACH | 4.60000 6900.00| | PLANT, PERENNIAL , WETLAND PLUG | | | 0054 622-52436 15.000 EACH | 36.00000 540.00| | SIGN, DO NOT MOW OR SPRAY | | | 0055 622-91786 1320.000 EACH | 12.00000 15840.00| | SEEDLING , LIVE STAKE | | | 0056 628-09402 12.000 MOS | 2200.00000 26400.00| | FIELD OFFICE, B | | | 0057 628-09407 12.000 MOS | 300.00000 3600.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 360 -15 TABULATION OF BIDS ROUTE : SR 246 CALL ORDER : 360 CONTRACT ID : B -29014-A COUNTIES : OWEN LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1381845 |( ) |( ) |HARVEY GEORGE R & SON INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 715-05048 10.000 LFT | 20.00000 200.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0059 715-05154 50.000 LFT | 40.00000 2000.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0060 715-05169 36.000 LFT | 25.00000 900.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0061 715-46005 2.000 EACH | 300.00000 600.00| | PIPE END SECTION, 15 IN. | | | 0062 715-46020 2.000 EACH | 400.00000 800.00| | PIPE END SECTION, 24 IN. | | | 0063 720-45410 1.000 EACH | 1200.00000 1200.00| | MANHOLE, C4 | | | 0064 723-07807 126.000 LFT | 1590.00000 200340.00| | STRUCTURE, PRECAST THREE-SIDED, 264 IN. | | | X 96 IN. | | | 0065 723-08608 416.000 SFT | 67.00000 27872.00| | WINGWALL | | | 0066 801-03290 4.000 EACH | 230.00000 920.00| | CONSTRUCTION SIGN, C | | | 0067 801-04308 6.000 EACH | 713.00000 4278.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06625 13.000 EACH | 103.50000 1345.50| | DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 12.000 EACH | 212.75000 2553.00| | CONSTRUCTION SIGN, A | | | 0070 801-06645 6.000 EACH | 69.00000 414.00| | CONSTRUCTION SIGN, B | | | 0071 801-06775 LUMP | 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0072 801-07118 60.000 LFT | 16.00000 960.00| | BARRICADE, III-A | | | 0073 801-07119 80.000 LFT | 17.25000 1380.00| | BARRICADE, III-B | | | 0074 802-05701 36.000 LFT | 14.00000 504.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0075 802-76025 30.750 SFT | 20.00000 615.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 360 -16 TABULATION OF BIDS ROUTE : SR 246 CALL ORDER : 360 CONTRACT ID : B -29014-A COUNTIES : OWEN LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1381845 |( ) |( ) |HARVEY GEORGE R & SON INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 808-06713 2986.000 LFT | 0.33000 985.38| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0077 808-75245 2986.000 LFT | 0.33000 985.38| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0078 808-75998 76.000 EACH | 35.00000 2660.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,226,263.41| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,226,263.41| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 370 -1 VENDOR RANKING CALL ORDER : 370 CONTRACT ID : B -29072-A COUNTIES : VERMILLION LETTING DATE : 09/04/08 10:00 AM DISTRICT : 61 CONTRACT TIME : 08/20/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0400812 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES INC $ 994,079.46 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,321,924.53 132.9798% 3 35-1111003 WHITE CONSTRUCTION INC $ 1,517,177.00 152.6213% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 370 -2 TABULATION OF BIDS ROUTE : 63 CALL ORDER : 370 CONTRACT ID : B -29072-A COUNTIES : VERMILLION LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1618530 |( 3 ) 35-1111003 |WIRTZ & YATES INC |AMERICAN CONTRACTING & SERVI |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 29000.00000 29000.00| 13000.00000 13000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 600.00000 600.00| 350.00000 350.00| 82.00000 82.00 RADIO | | | 0003 105-08520 1.000 EACH | 600.00000 600.00| 350.00000 350.00| 120.00000 120.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 10.000 MOS | 600.00000 6000.00| 75.00000 750.00| 45.00000 450.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 10.000 MOS | 600.00000 6000.00| 350.00000 3500.00| 45.00000 450.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0009 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0013 110-01001 LUMP | 45000.00000 45000.00| 66096.22000 66096.22| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 7000.00000 7000.00| 13219.24000 13219.24| 10111.75000 10111.75 CLEARING RIGHT OF WAY | | | 0015 202-02240 471.000 SYS | 15.00000 7065.00| 25.00000 11775.00| 48.00000 22608.00 PAVEMENT REMOVAL | | | 0016 202-02241 921.000 LFT | 6.00000 5526.00| 4.75000 4374.75| 6.00000 5526.00 GUARDRAIL, REMOVE | | | 0017 202-51328 LUMP | 70000.00000 70000.00| 145000.00000 145000.00| 108780.00000 108780.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0018 202-51822 1976.000 SYS | 4.50000 8892.00| 6.50000 12844.00| 18.00000 35568.00 BRIDGE DECK OVERLAY, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 370 -3 TABULATION OF BIDS ROUTE : 63 CALL ORDER : 370 CONTRACT ID : B -29072-A COUNTIES : VERMILLION LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1618530 |( 3 ) 35-1111003 |WIRTZ & YATES INC |AMERICAN CONTRACTING & SERVI |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-93741 4.000 EACH | 350.00000 1400.00| 250.00000 1000.00| 450.00000 1800.00 GUARD RAIL END TREATMENT, REMOVE | | | 0020 203-02000 385.000 CYS | 15.00000 5775.00| 30.00000 11550.00| 48.00000 18480.00 EXCAVATION, COMMON | | | 0021 203-02070 9.000 CYS | 25.00000 225.00| 150.00000 1350.00| 150.00000 1350.00 BORROW | | | 0022 205-06937 450.000 LFT | 4.00000 1800.00| 2.30000 1035.00| 5.00000 2250.00 TEMPORARY SILT FENCE | | | 0023 211-06467 21.000 CYS | 30.00000 630.00| 100.00000 2100.00| 85.00000 1785.00 AGGREGATE FOR END BENT BACKFILL | | | 0024 213-09269 8.000 CYS | 150.00000 1200.00| 150.00000 1200.00| 460.00000 3680.00 FLOWABLE BACKFILL, NON-REMOVEABLE | | | 0025 302-07455 78.500 CYS | 30.00000 2355.00| 100.00000 7850.00| 145.00000 11382.50 DENSE GRADED SUBBASE | | | 0026 306-08043 240.000 SYS | 3.00000 720.00| 5.00000 1200.00| 8.00000 1920.00 MILLING, TRANSITION | | | 0027 402-07433 80.000 TON | 200.00000 16000.00| 185.00000 14800.00| 175.00000 14000.00 HMA SURFACE, TYPE B | | | 0028 402-07438 133.000 TON | 160.00000 21280.00| 142.00000 18886.00| 155.00000 20615.00 HMA INTERMEDIATE, TYPE B | | | 0029 402-07441 558.000 TON | 132.00000 73656.00| 117.00000 65286.00| 115.00000 64170.00 HMA BASE, TYPE B | | | 0030 402-07451 20.000 TON | 500.00000 10000.00| 415.00000 8300.00| 327.00000 6540.00 HMA WEDGE AND LEVEL, TYPE B | | | 0031 406-05520 0.800 TON | 65.00000 52.00| 5675.00000 4540.00| 2800.00000 2240.00 ASPHALT FOR TACK COAT | | | 0032 502-06329 183.000 SYS | 42.00000 7686.00| 125.00000 22875.00| 105.00000 19215.00 PCCP, 12 IN. | | | 0033 503-03489 72.000 EACH | 20.00000 1440.00| 40.00000 2880.00| 18.00000 1296.00 RETROFITTED TIE BARS | | | 0034 503-05310 72.000 LFT | 120.00000 8640.00| 250.00000 18000.00| 320.00000 23040.00 TERMINAL JOINT | | | 0035 601-01522 4.000 EACH | 2324.00000 9296.00| 2075.00000 8300.00| 2450.00000 9800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0036 601-05999 1.000 EACH | 100.00000 100.00| 60.00000 60.00| 65.00000 65.00 CURVED TERMINAL END | | | 0037 601-08433 1.000 EACH | 750.00000 750.00| 650.00000 650.00| 750.00000 750.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 370 -4 TABULATION OF BIDS ROUTE : 63 CALL ORDER : 370 CONTRACT ID : B -29072-A COUNTIES : VERMILLION LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1618530 |( 3 ) 35-1111003 |WIRTZ & YATES INC |AMERICAN CONTRACTING & SERVI |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 601-94689 1.000 EACH | 2800.00000 2800.00| 2500.00000 2500.00| 2850.00000 2850.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-94690 2.000 EACH | 4536.00000 9072.00| 4050.00000 8100.00| 4850.00000 9700.00 GUARDRAIL END TREATMENT, MS | | | 0040 601-99105 744.000 LFT | 21.39000 15914.16| 18.60000 13838.40| 24.00000 17856.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 601-99108 157.000 LFT | 30.80000 4835.60| 27.50000 4317.50| 35.00000 5495.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0042 602-06729 26.000 EACH | 15.00000 390.00| 12.00000 312.00| 28.00000 728.00 BARRIER DELINEATOR | | | 0043 609-06259 289.000 SYS | 60.00000 17340.00| 100.00000 28900.00| 110.00000 31790.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0044 616-02320 350.000 SYS | 4.00000 1400.00| 3.00000 1050.00| 4.00000 1400.00 GEOTEXTILES | | | 0045 616-06405 136.000 TON | 34.00000 4624.00| 35.00000 4760.00| 65.00000 8840.00 RIPRAP, REVETMENT | | | 0046 616-51367 2.000 SYS | 200.00000 400.00| 100.00000 200.00| 650.00000 1300.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0047 616-93772 2.000 EACH | 100.00000 200.00| 250.00000 500.00| 580.00000 1160.00 INSPECTION HOLE | | | 0048 621-01004 1.000 EACH | 800.00000 800.00| 600.00000 600.00| 2200.00000 2200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06559 1200.000 SYS | 1.20000 1440.00| 0.98000 1176.00| 2.00000 2400.00 MULCHED SEEDING, R | | | 0050 621-06567 1.000 kGAL | 1.20000 1.20| 1.00000 1.00| 650.00000 650.00 WATER | | | 0051 621-06574 91.000 SYS | 30.00000 2730.00| 24.02000 2185.82| 32.00000 2912.00 SODDING | | | 0052 628-09401 10.000 MOS | 2200.00000 22000.00| 2750.00000 27500.00| 1400.00000 14000.00 FIELD OFFICE, A | | | 0053 628-09407 10.000 MOS | 275.00000 2750.00| 350.00000 3500.00| 450.00000 4500.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , I EACH | | | 0054 702-51005 6.100 CYS | 800.00000 4880.00| 1500.00000 9150.00| 1920.00000 11712.00 CONCRETE, A, SUBSTRUCTURE | | | 0055 702-51863 1242.000 EACH | 6.00000 7452.00| 12.00000 14904.00| 18.00000 22356.00 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 370 -5 TABULATION OF BIDS ROUTE : 63 CALL ORDER : 370 CONTRACT ID : B -29072-A COUNTIES : VERMILLION LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1618530 |( 3 ) 35-1111003 |WIRTZ & YATES INC |AMERICAN CONTRACTING & SERVI |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 702-92857 15.300 CYS | 700.00000 10710.00| 1500.00000 22950.00| 2500.00000 38250.00 CONCRETE, C, SUBSTRUCTURE | | | 0057 703-06029 32220.000 LBS | 1.50000 48330.00| 1.50000 48330.00| 1.80000 57996.00 REINFORCING BARS, EPOXY COATED | | | 0058 703-97936 132.000 EACH | 16.00000 2112.00| 25.00000 3300.00| 22.00000 2904.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0059 704-51002 12.900 CYS | 1000.00000 12900.00| 1500.00000 19350.00| 3500.00000 45150.00 CONCRETE, C, SUPERSTRUCTURE | | | 0060 706-05732 4.000 EACH | 1400.00000 5600.00| 1750.00000 7000.00| 2450.00000 9800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0061 706-51020 128.000 CYS | 400.00000 51200.00| 485.00000 62080.00| 720.00000 92160.00 CONCRETE, C, RAILING | | | 0062 709-51821 LUMP | 5500.00000 5500.00| 4717.00000 4717.00| 6500.00000 6500.00 SURFACE SEAL | | | 0063 711-04121 36.000 EACH | 30.00000 1080.00| 100.00000 3600.00| 210.00000 7560.00 ANCHOR BOLT, AB1 | | | 0065 711-51877 LUMP | 25000.00000 25000.00| 25000.00000 25000.00| 18500.00000 18500.00 JACKING AND SUPPORTING BEAMS | | | 0066 711-61500 16.000 EACH | 500.00000 8000.00| 750.00000 12000.00| 1500.00000 24000.00 DIAPHRAGM ,RESET | | | 0067 722-51401 889.000 SFT | 20.00000 17780.00| 15.00000 13335.00| 45.00000 40005.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0068 722-51842 1976.000 SYS | 50.00000 98800.00| 70.00000 138320.00| 68.00000 134368.00 BRIDGE DECK OVERLAY | | | 0069 722-51846 20.000 CYS | 330.00000 6600.00| 330.00000 6600.00| 330.00000 6600.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0070 722-51852 1778.000 SFT | 8.00000 14224.00| 5.00000 8890.00| 25.00000 44450.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0071 722-60824 1976.000 SYS | 4.00000 7904.00| 5.00000 9880.00| 7.00000 13832.00 SURFACE MILLING | | | 0072 724-03276 56.000 LFT | 400.00000 22400.00| 125.00000 7000.00| 350.00000 19600.00 EXPANSION JOINT SEALING SYSTEM | | | 0073 724-51925 112.000 LFT | 140.00000 15680.00| 150.00000 16800.00| 220.00000 24640.00 STRUCTURAL EXPANSION JOINT, SS | | | 0074 726-92406 2.000 EACH | 3500.00000 7000.00| 4500.00000 9000.00| 2150.00000 4300.00 BEARING ASSEMBLY, ELASTOMERIC Type I | | | 0075 726-92406 7.000 EACH | 2800.00000 19600.00| 3500.00000 24500.00| 2150.00000 15050.00 BEARING ASSEMBLY, ELASTOMERIC Type II | | | 0076 726-97941 2.000 EACH | 2000.00000 4000.00| 5000.00000 10000.00| 2850.00000 5700.00 BEARING ASSEMBLY, TFE ELASTOMERIC Type | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 370 -6 TABULATION OF BIDS ROUTE : 63 CALL ORDER : 370 CONTRACT ID : B -29072-A COUNTIES : VERMILLION LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1618530 |( 3 ) 35-1111003 |WIRTZ & YATES INC |AMERICAN CONTRACTING & SERVI |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 726-97941 7.000 EACH | 2000.00000 14000.00| 4000.00000 28000.00| 2850.00000 19950.00 BEARING ASSEMBLY, TFE ELASTOMERIC Type | | | II | | | 0078 801-01093 4.000 EACH | 4427.00000 17708.00| 695.00000 2780.00| 580.00000 2320.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0079 801-03290 6.000 EACH | 60.00000 360.00| 195.00000 1170.00| 165.00000 990.00 CONSTRUCTION SIGN, C | | | 0080 801-06207 9079.000 LFT | 1.00000 9079.00| 0.98000 8897.42| 1.00000 9079.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0081 801-06211 2.000 EACH | 100.00000 200.00| 65.00000 130.00| 65.00000 130.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0082 801-06640 77.000 EACH | 140.00000 10780.00| 125.00000 9625.00| 150.00000 11550.00 CONSTRUCTION SIGN, A | | | 0083 801-06645 12.000 EACH | 40.00000 480.00| 85.00000 1020.00| 55.00000 660.00 CONSTRUCTION SIGN, B | | | 0084 801-06710 600.000 DAY | 10.00000 6000.00| 10.00000 6000.00| 12.00000 7200.00 FLASHING ARROW SIGN | | | 0085 801-06775 LUMP | 15000.00000 15000.00| 75000.00000 75000.00| 62000.00000 62000.00 MAINTAINING TRAFFIC | | | 0086 801-07118 60.000 LFT | 25.00000 1500.00| 12.00000 720.00| 26.00000 1560.00 BARRICADE, III-A | | | 0087 801-08401 720.000 LFT | 28.00000 20160.00| 30.00000 21600.00| 40.00000 28800.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0088 801-08508 1480.000 LFT | 26.00000 38480.00| 30.00000 44400.00| 52.00000 76960.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0089 801-09133 2.000 EACH | 4400.00000 8800.00| 4265.00000 8530.00| 4500.00000 9000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0090 808-05866 5.000 SYS | 60.00000 300.00| 38.50000 192.50| 45.00000 225.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0091 808-06701 5274.000 LFT | 0.42000 2215.08| 0.35000 1845.90| 0.45000 2373.30 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0092 808-06703 3437.000 LFT | 0.42000 1443.54| 0.35000 1202.95| 0.45000 1546.65 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0093 808-06716 2827.000 LFT | 0.42000 1187.34| 0.44000 1243.88| 0.45000 1272.15 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 370 -7 TABULATION OF BIDS ROUTE : 63 CALL ORDER : 370 CONTRACT ID : B -29072-A COUNTIES : VERMILLION LETTING DATE : 09/04/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1618530 |( 3 ) 35-1111003 |WIRTZ & YATES INC |AMERICAN CONTRACTING & SERVI |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 808-75245 3437.000 LFT | 0.42000 1443.54| 0.35000 1202.95| 0.45000 1546.65 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0095 808-75320 1.000 EACH | 400.00000 400.00| 450.00000 450.00| 420.00000 420.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0096 808-75996 44.000 EACH | 20.00000 880.00| 15.00000 660.00| 30.00000 1320.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0097 808-75998 44.000 EACH | 80.00000 3520.00| 45.00000 1980.00| 45.00000 1980.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0098 711-51038 LUMP | 27000.00000 27000.00| 50000.00000 50000.00| 72000.00000 72000.00 STRUCTURAL STEEL | | | SECTION TOTALS | $ 994,079.46| $ 1,321,924.53| $ 1,517,177.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 994,079.46| $ 1,321,924.53| $ 1,517,177.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 380 -1 VENDOR RANKING CALL ORDER : 380 CONTRACT ID : B -29475-A COUNTIES : FRANKLIN LETTING DATE : 09/04/08 10:00 AM DISTRICT : 65 CONTRACT TIME : 10/23/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9924008 0500802 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1549010 MCALISTER EXCAVATING CO INC $ 1,809,591.44 100.0000% 2 35-1357381 O`MARA DAVE CONTRACTOR $ 1,942,383.28 107.3382% 3 35-1310611 DUNCAN ROBERTSON INC $ 2,137,901.10 118.1428% 4 35-1385672 FORCE CONSTRUCTION CO INC $ 2,190,984.45 121.0762% 5 35-1917625 MILESTONE CONTRACTORS LP $ 2,274,365.00 125.6839% 6 35-1128289 BEATY CONSTRUCTION INC $ 2,275,691.34 125.7572% 7 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 2,427,159.36 134.1275% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 380 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 380 CONTRACT ID : B -29475-A COUNTIES : FRANKLIN LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1549010 |( 2 ) 35-1357381 |( 3 ) 35-1310611 |MCALISTER EXCAVATING CO INC |O`MARA DAVE CONTRACTOR |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 20500.00000 20500.00| 25000.00000 25000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0009 110-01001 LUMP | 75205.00000 75205.00| 100000.00000 100000.00| 105000.00000 105000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 18000.00000 18000.00| 28000.00000 28000.00| 42000.00000 42000.00 CLEARING RIGHT OF WAY | | | 0011 202-51330 LUMP | 4000.00000 4000.00| 18000.00000 18000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE , STRUCTURE # | | | 0012 202-51330 LUMP | 4000.00000 4000.00| 15000.00000 15000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE , STRUCTURE # | | | 0013 203-02000 6550.000 CYS | 6.50000 42575.00| 8.00000 52400.00| 10.00000 65500.00 EXCAVATION, COMMON | | | 0014 203-02070 9520.000 CYS | 9.50000 90440.00| 12.00000 114240.00| 10.00000 95200.00 BORROW | | | 0015 205-06931 53.000 TON | 30.00000 1590.00| 32.00000 1696.00| 30.00000 1590.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06932 234.000 LFT | 12.00000 2808.00| 12.00000 2808.00| 2.00000 468.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 3.000 EACH | 145.00000 435.00| 150.00000 450.00| 125.00000 375.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 2755.000 LFT | 1.65000 4545.75| 1.70000 4683.50| 1.00000 2755.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 380 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 380 CONTRACT ID : B -29475-A COUNTIES : FRANKLIN LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1549010 |( 2 ) 35-1357381 |( 3 ) 35-1310611 |MCALISTER EXCAVATING CO INC |O`MARA DAVE CONTRACTOR |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 206-51215 20.800 CYS | 100.00000 2080.00| 170.00000 3536.00| 200.00000 4160.00 EXCAVATION, X | | | 0020 206-51220 490.600 CYS | 50.00000 24530.00| 70.00000 34342.00| 100.00000 49060.00 EXCAVATION, WET | | | 0021 211-02050 98.000 CYS | 28.00000 2744.00| 39.00000 3822.00| 40.00000 3920.00 B BORROW | | | 0022 211-06467 77.600 CYS | 36.00000 2793.60| 65.00000 5044.00| 45.00000 3492.00 AGGREGATE FOR END BENT BACKFILL | | | 0023 301-07448 3000.000 TON | 18.00000 54000.00| 17.30000 51900.00| 18.00000 54000.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 303-07449 207.000 TON | 24.00000 4968.00| 19.50000 4036.50| 18.00000 3726.00 COMPACTED AGGREGATE, NO. 73 | | | 0025 402-07432 432.000 TON | 93.50000 40392.00| 75.00000 32400.00| 100.00000 43200.00 HMA SURFACE, TYPE A | | | 0026 402-07435 736.000 TON | 71.00000 52256.00| 58.00000 42688.00| 74.80000 55052.80 HMA INTERMEDIATE, TYPE A | | | 0027 406-05521 6761.000 SYS | 0.07000 473.27| 0.10000 676.10| 0.05500 371.86 ASPHALT FOR TACK COAT | | | 0028 601-06037 8.000 EACH | 874.50000 6996.00| 800.00000 6400.00| 907.50000 7260.00 GUARDRAIL END TREATMENT, I | | | 0029 601-06374 8.000 EACH | 821.50000 6572.00| 980.00000 7840.00| 852.50000 6820.00 GUARDRAIL TRANSITION, TGS-1 | | | 0030 601-99105 481.250 LFT | 18.50000 8903.13| 23.50000 11309.38| 20.00000 9625.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 603-04847 1.000 EACH | 1166.00000 1166.00| 1000.00000 1000.00| 1210.00000 1210.00 FENCE GATE | | | 0032 603-06040 322.000 LFT | 10.60000 3413.20| 10.80000 3477.60| 11.00000 3542.00 FENCE, FARM FIELD, 47 IN. | | | 0034 609-08229 322.000 SYS | 52.00000 16744.00| 48.00000 15456.00| 85.00000 27370.00 REINFORCED CONCRETE BRIDGE APPROACH , | | | 10 IN. | | | 0035 610-07486 312.000 TON | 95.50000 29796.00| 80.00000 24960.00| 102.00000 31824.00 HMA FOR APPROACHES, TYPE A | | | 0036 611-06497 1.000 EACH | 196.00000 196.00| 130.00000 130.00| 203.50000 203.50 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06505 5.000 EACH | 668.00000 3340.00| 630.00000 3150.00| 693.00000 3465.00 MONUMENT, B | | | 0038 616-02320 3418.000 SYS | 1.85000 6323.30| 3.90000 13330.20| 3.50000 11963.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 380 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 380 CONTRACT ID : B -29475-A COUNTIES : FRANKLIN LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1549010 |( 2 ) 35-1357381 |( 3 ) 35-1310611 |MCALISTER EXCAVATING CO INC |O`MARA DAVE CONTRACTOR |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 616-05688 1025.000 TON | 28.00000 28700.00| 30.00000 30750.00| 32.00000 32800.00 RIPRAP, CLASS 1 | | | 0040 616-06405 1241.000 TON | 20.00000 24820.00| 23.00000 28543.00| 22.00000 27302.00 RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH | 660.00000 1320.00| 620.00000 1240.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01956 740.000 LBS | 8.00000 5920.00| 7.50000 5550.00| 8.00000 5920.00 SEED MIXTURE, LEGUME, 1 | | | 0043 621-02468 760.000 LBS | 4.50000 3420.00| 4.20000 3192.00| 4.50000 3420.00 SEED MIXTURE, GRASS, 1 | | | 0044 621-06545 1.600 TON | 825.00000 1320.00| 780.00000 1248.00| 825.00000 1320.00 FERTILIZER | | | 0045 621-06565 8.000 TON | 475.00000 3800.00| 460.00000 3680.00| 473.00000 3784.00 MULCHING MATERIAL | | | 0046 621-06567 8.000 kGAL | 5.50000 44.00| 5.50000 44.00| 5.50000 44.00 WATER | | | 0047 621-06574 1999.000 SYS | 5.00000 9995.00| 4.30000 8595.70| 4.40000 8795.60 SODDING | | | 0048 621-06575 347.000 SYS | 5.00000 1735.00| 4.30000 1492.10| 4.40000 1526.80 SODDING, NURSERY | | | 0049 622-52436 8.000 EACH | 35.00000 280.00| 32.00000 256.00| 24.00000 192.00 SIGN, DO NOT MOW OR SPRAY | | | 0050 622-98200 8.000 EACH | 35.00000 280.00| 32.00000 256.00| 24.00000 192.00 SIGN, DO NOT DISTURB | | | 0051 628-09402 14.000 MOS | 1250.00000 17500.00| 1700.00000 23800.00| 1100.00000 15400.00 FIELD OFFICE, B | | | 0052 701-91792 64.000 EACH | 100.00000 6400.00| 100.00000 6400.00| 100.00000 6400.00 PILE TIP, STEEL H | | | 0054 702-51015 123.500 CYS | 300.00000 37050.00| 200.00000 24700.00| 400.00000 49400.00 CONCRETE, B, FOOTINGS | | | 0055 702-90915 208.400 CYS | 375.00000 78150.00| 320.00000 66688.00| 400.00000 83360.00 CONCRETE, A | | | 0056 703-51030 36647.000 LBS | 0.95000 34814.65| 1.05000 38479.35| 1.00000 36647.00 REINFORCING STEEL | | | 0057 703-51032 126371.000 LBS | 1.02000 128898.42| 1.10000 139008.10| 1.10000 139008.10 REINFORCING STEEL, EPOXY COATED | | | 0058 704-51002 464.800 CYS | 500.00000 232400.00| 320.00000 148736.00| 500.00000 232400.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 380 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 380 CONTRACT ID : B -29475-A COUNTIES : FRANKLIN LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1549010 |( 2 ) 35-1357381 |( 3 ) 35-1310611 |MCALISTER EXCAVATING CO INC |O`MARA DAVE CONTRACTOR |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 706-06344 887.500 LFT | 69.89000 62027.38| 66.00000 58575.00| 72.00000 63900.00 RAILING, TS-1 | | | 0060 707-05980 1382.700 LFT | 198.51000 274479.78| 233.00000 322169.10| 232.50000 321477.75 STRUCTURAL MEMBER, CONCRETE BOX BEAM, | | | CB, 33 IN. X 48 IN. | | | 0061 707-05984 1140.000 LFT | 186.58000 212701.20| 212.00000 241680.00| 232.50000 265050.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0062 709-51821 LUMP | 7500.00000 7500.00| 9000.00000 9000.00| 10000.00000 10000.00 SURFACE SEAL | | | 0063 715-03475 7.000 EACH | 250.00000 1750.00| 270.00000 1890.00| 225.00000 1575.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0064 715-05119 72.000 LFT | 25.50000 1836.00| 31.00000 2232.00| 17.50000 1260.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0065 715-05151 358.000 LFT | 25.50000 9129.00| 28.00000 10024.00| 17.50000 6265.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0066 715-05169 154.000 LFT | 25.50000 3927.00| 27.00000 4158.00| 17.50000 2695.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0067 715-05407 177.000 LFT | 9.00000 1593.00| 6.70000 1185.90| 5.50000 973.50 PIPE, END BENT DRAIN, 6 IN. | | | 0068 726-93526 10.000 EACH | 350.00000 3500.00| 500.00000 5000.00| 325.00000 3250.00 BEARING ASSEMBLY, III | | | 0069 801-03290 4.000 EACH | 269.50000 1078.00| 500.00000 2000.00| 270.00000 1080.00 CONSTRUCTION SIGN, C | | | 0070 801-06625 15.000 EACH | 148.50000 2227.50| 115.00000 1725.00| 148.50000 2227.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06640 8.000 EACH | 247.50000 1980.00| 150.00000 1200.00| 247.50000 1980.00 CONSTRUCTION SIGN, A | | | 0072 801-07118 108.000 LFT | 12.65000 1366.20| 22.00000 2376.00| 12.65000 1366.20 BARRICADE, III-A | | | 0073 801-07119 40.000 LFT | 15.13000 605.20| 32.00000 1280.00| 15.15000 606.00 BARRICADE, III-B | | | 0074 802-76025 56.250 SFT | 22.00000 1237.50| 19.00000 1068.75| 22.50000 1265.63 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0075 802-76055 126.000 LFT | 7.50000 945.00| 5.50000 693.00| 7.75000 976.50 SIGN POST, A | | | 0078 701-09144 1303.000 LFT | 51.00000 66453.00| 85.00000 110755.00| 65.00000 84695.00 PILE, STEEL H, REINFORCED CONCRETE, HP | | | 12 X 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 380 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 380 CONTRACT ID : B -29475-A COUNTIES : FRANKLIN LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1549010 |( 2 ) 35-1357381 |( 3 ) 35-1310611 |MCALISTER EXCAVATING CO INC |O`MARA DAVE CONTRACTOR |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 808-06713 4928.000 LFT | 0.32000 1576.96| 0.30000 1478.40| 0.32000 1576.96 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0080 808-06726 48.000 LFT | 6.05000 290.40| 3.20000 153.60| 6.05000 290.40 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0081 720-45030 1.000 EACH | 1550.00000 1550.00| 1100.00000 1100.00| 1000.00000 1000.00 INLET, E7 | | | 0082 720-45035 2.000 EACH | 1600.00000 3200.00| 1100.00000 2200.00| 1000.00000 2000.00 INLET, F7 | | | SECTION TOTALS | $ 1,809,591.44| $ 1,942,383.28| $ 2,137,901.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,809,591.44| $ 1,942,383.28| $ 2,137,901.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 380 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 380 CONTRACT ID : B -29475-A COUNTIES : FRANKLIN LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |FORCE CONSTRUCTION CO INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 18500.00000 18500.00| 30100.00000 30100.00| 22500.00000 22500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0009 110-01001 LUMP | 109545.00000 109545.00| 114868.00000 114868.00| 113780.00000 113780.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 18489.00000 18489.00| 45881.03000 45881.03| 45510.00000 45510.00 CLEARING RIGHT OF WAY | | | 0011 202-51330 LUMP | 12467.48000 12467.48| 68500.00000 68500.00| 15650.00000 15650.00 PRESENT STRUCTURE, REMOVE , STRUCTURE # | | | 0012 202-51330 LUMP | 5296.44000 5296.44| 68500.00000 68500.00| 13812.90000 13812.90 PRESENT STRUCTURE, REMOVE , STRUCTURE # | | | 0013 203-02000 6550.000 CYS | 10.76000 70478.00| 10.00000 65500.00| 8.50000 55675.00 EXCAVATION, COMMON | | | 0014 203-02070 9520.000 CYS | 10.23000 97389.60| 8.50000 80920.00| 15.00000 142800.00 BORROW | | | 0015 205-06931 53.000 TON | 48.37000 2563.61| 39.00000 2067.00| 55.00000 2915.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06932 234.000 LFT | 11.00000 2574.00| 10.50000 2457.00| 11.50000 2691.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 3.000 EACH | 135.00000 405.00| 89.00000 267.00| 140.00000 420.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 2755.000 LFT | 1.50000 4132.50| 1.30000 3581.50| 1.60000 4408.00 TEMPORARY SILT FENCE | | | 0019 206-51215 20.800 CYS | 181.91000 3783.73| 180.00000 3744.00| 185.00000 3848.00 EXCAVATION, X | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 380 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 380 CONTRACT ID : B -29475-A COUNTIES : FRANKLIN LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |FORCE CONSTRUCTION CO INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 206-51220 490.600 CYS | 16.53000 8109.62| 20.00000 9812.00| 355.00000 174163.00 EXCAVATION, WET | | | 0021 211-02050 98.000 CYS | 53.15000 5208.70| 25.00000 2450.00| 30.00000 2940.00 B BORROW | | | 0022 211-06467 77.600 CYS | 48.80000 3786.88| 70.00000 5432.00| 50.00000 3880.00 AGGREGATE FOR END BENT BACKFILL | | | 0023 301-07448 3000.000 TON | 18.33000 54990.00| 18.00000 54000.00| 19.00000 57000.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 303-07449 207.000 TON | 32.78000 6785.46| 40.00000 8280.00| 30.00000 6210.00 COMPACTED AGGREGATE, NO. 73 | | | 0025 402-07432 432.000 TON | 91.00000 39312.00| 100.00000 43200.00| 100.00000 43200.00 HMA SURFACE, TYPE A | | | 0026 402-07435 736.000 TON | 68.00000 50048.00| 80.00000 58880.00| 75.00000 55200.00 HMA INTERMEDIATE, TYPE A | | | 0027 406-05521 6761.000 SYS | 0.05000 338.05| 0.15000 1014.15| 0.05000 338.05 ASPHALT FOR TACK COAT | | | 0028 601-06037 8.000 EACH | 887.55000 7100.40| 865.00000 6920.00| 512.50000 4100.00 GUARDRAIL END TREATMENT, I | | | 0029 601-06374 8.000 EACH | 819.65000 6557.20| 810.00000 6480.00| 462.50000 3700.00 GUARDRAIL TRANSITION, TGS-1 | | | 0030 601-99105 481.250 LFT | 20.18000 9711.63| 18.25000 8782.81| 17.45000 8397.81 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 603-04847 1.000 EACH | 1115.50000 1115.50| 1150.00000 1150.00| 1100.00000 1100.00 FENCE GATE | | | 0032 603-06040 322.000 LFT | 9.70000 3123.40| 10.50000 3381.00| 10.00000 3220.00 FENCE, FARM FIELD, 47 IN. | | | 0034 609-08229 322.000 SYS | 72.10000 23216.20| 85.00000 27370.00| 65.00000 20930.00 REINFORCED CONCRETE BRIDGE APPROACH , | | | 10 IN. | | | 0035 610-07486 312.000 TON | 93.00000 29016.00| 115.00000 35880.00| 99.00000 30888.00 HMA FOR APPROACHES, TYPE A | | | 0036 611-06497 1.000 EACH | 137.74000 137.74| 195.00000 195.00| 185.00000 185.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06505 5.000 EACH | 577.15000 2885.75| 660.00000 3300.00| 630.00000 3150.00 MONUMENT, B | | | 0038 616-02320 3418.000 SYS | 2.44000 8339.92| 2.25000 7690.50| 2.00000 6836.00 GEOTEXTILES | | | 0039 616-05688 1025.000 TON | 32.02000 32820.50| 45.00000 46125.00| 36.00000 36900.00 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 380 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 380 CONTRACT ID : B -29475-A COUNTIES : FRANKLIN LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |FORCE CONSTRUCTION CO INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 616-06405 1241.000 TON | 21.55000 26743.55| 40.00000 49640.00| 25.50000 31645.50 RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH | 600.00000 1200.00| 840.00000 1680.00| 640.00000 1280.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01956 740.000 LBS | 7.25000 5365.00| 15.75000 11655.00| 7.50000 5550.00 SEED MIXTURE, LEGUME, 1 | | | 0043 621-02468 760.000 LBS | 4.00000 3040.00| 3.65000 2774.00| 4.25000 3230.00 SEED MIXTURE, GRASS, 1 | | | 0044 621-06545 1.600 TON | 750.00000 1200.00| 890.00000 1424.00| 800.00000 1280.00 FERTILIZER | | | 0045 621-06565 8.000 TON | 430.00000 3440.00| 420.00000 3360.00| 450.00000 3600.00 MULCHING MATERIAL | | | 0046 621-06567 8.000 kGAL | 5.00000 40.00| 1.05000 8.40| 5.25000 42.00 WATER | | | 0047 621-06574 1999.000 SYS | 4.00000 7996.00| 4.25000 8495.75| 4.75000 9495.25 SODDING | | | 0048 621-06575 347.000 SYS | 4.00000 1388.00| 4.25000 1474.75| 4.75000 1648.25 SODDING, NURSERY | | | 0049 622-52436 8.000 EACH | 21.34000 170.72| 37.00000 296.00| 31.00000 248.00 SIGN, DO NOT MOW OR SPRAY | | | 0050 622-98200 8.000 EACH | 21.34000 170.72| 37.00000 296.00| 31.00000 248.00 SIGN, DO NOT DISTURB | | | 0051 628-09402 14.000 MOS | 1582.35000 22152.90| 2000.00000 28000.00| 1950.00000 27300.00 FIELD OFFICE, B | | | 0052 701-91792 64.000 EACH | 103.14000 6600.96| 85.00000 5440.00| 100.00000 6400.00 PILE TIP, STEEL H | | | 0054 702-51015 123.500 CYS | 848.55000 104795.93| 250.00000 30875.00| 275.00000 33962.50 CONCRETE, B, FOOTINGS | | | 0055 702-90915 208.400 CYS | 575.62000 119959.21| 450.00000 93780.00| 585.00000 121914.00 CONCRETE, A | | | 0056 703-51030 36647.000 LBS | 1.33000 48740.51| 1.00000 36647.00| 1.00000 36647.00 REINFORCING STEEL | | | 0057 703-51032 126371.000 LBS | 1.35000 170600.85| 1.05000 132689.55| 1.05000 132689.55 REINFORCING STEEL, EPOXY COATED | | | 0058 704-51002 464.800 CYS | 547.09000 254287.43| 610.00000 283528.00| 525.00000 244020.00 CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-06344 887.500 LFT | 60.92000 54066.50| 68.00000 60350.00| 65.75000 58353.13 RAILING, TS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 380 -10 TABULATION OF BIDS ROUTE : CALL ORDER : 380 CONTRACT ID : B -29475-A COUNTIES : FRANKLIN LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |FORCE CONSTRUCTION CO INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 707-05980 1382.700 LFT | 237.17000 327934.96| 233.00000 322169.10| 215.00000 297280.50 STRUCTURAL MEMBER, CONCRETE BOX BEAM, | | | CB, 33 IN. X 48 IN. | | | 0061 707-05984 1140.000 LFT | 225.71000 257309.40| 208.00000 237120.00| 204.00000 232560.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0062 709-51821 LUMP | 7150.00000 7150.00| 8000.00000 8000.00| 7350.00000 7350.00 SURFACE SEAL | | | 0063 715-03475 7.000 EACH | 363.05000 2541.35| 550.00000 3850.00| 550.00000 3850.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0064 715-05119 72.000 LFT | 38.82000 2795.04| 29.00000 2088.00| 23.25000 1674.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0065 715-05151 358.000 LFT | 37.94000 13582.52| 29.00000 10382.00| 21.25000 7607.50 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0066 715-05169 154.000 LFT | 39.58000 6095.32| 29.00000 4466.00| 21.50000 3311.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0067 715-05407 177.000 LFT | 5.17000 915.09| 18.00000 3186.00| 7.00000 1239.00 PIPE, END BENT DRAIN, 6 IN. | | | 0068 726-93526 10.000 EACH | 446.01000 4460.10| 375.00000 3750.00| 550.00000 5500.00 BEARING ASSEMBLY, III | | | 0069 801-03290 4.000 EACH | 245.00000 980.00| 260.00000 1040.00| 265.00000 1060.00 CONSTRUCTION SIGN, C | | | 0070 801-06625 15.000 EACH | 135.00000 2025.00| 142.00000 2130.00| 145.00000 2175.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06640 8.000 EACH | 225.00000 1800.00| 237.00000 1896.00| 240.00000 1920.00 CONSTRUCTION SIGN, A | | | 0072 801-07118 108.000 LFT | 11.50000 1242.00| 12.00000 1296.00| 12.25000 1323.00 BARRICADE, III-A | | | 0073 801-07119 40.000 LFT | 13.75000 550.00| 14.50000 580.00| 14.50000 580.00 BARRICADE, III-B | | | 0074 802-76025 56.250 SFT | 23.28000 1309.50| 21.50000 1209.38| 22.00000 1237.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0075 802-76055 126.000 LFT | 8.73000 1099.98| 7.40000 932.40| 7.50000 945.00 SIGN POST, A | | | 0078 701-09144 1303.000 LFT | 61.63000 80303.89| 73.00000 95119.00| 72.50000 94467.50 PILE, STEEL H, REINFORCED CONCRETE, HP | | | 12 X 53 | | | 0079 808-06713 4928.000 LFT | 0.29000 1429.12| 0.31000 1527.68| 0.30000 1478.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 380 -11 TABULATION OF BIDS ROUTE : CALL ORDER : 380 CONTRACT ID : B -29475-A COUNTIES : FRANKLIN LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1917625 |( 6 ) 35-1128289 |FORCE CONSTRUCTION CO INC |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 808-06726 48.000 LFT | 5.50000 264.00| 5.75000 276.00| 5.75000 276.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0081 720-45030 1.000 EACH | 3254.77000 3254.77| 1400.00000 1400.00| 1200.00000 1200.00 INLET, E7 | | | 0082 720-45035 2.000 EACH | 1875.41000 3750.82| 1400.00000 2800.00| 1375.00000 2750.00 INLET, F7 | | | SECTION TOTALS | $ 2,190,984.45| $ 2,274,365.00| $ 2,275,691.34 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,190,984.45| $ 2,274,365.00| $ 2,275,691.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 380 -12 TABULATION OF BIDS ROUTE : CALL ORDER : 380 CONTRACT ID : B -29475-A COUNTIES : FRANKLIN LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 35000.00000 35000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08442 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0009 110-01001 LUMP | 114500.00000 114500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 51300.00000 51300.00| | CLEARING RIGHT OF WAY | | | 0011 202-51330 LUMP | 15000.00000 15000.00| | PRESENT STRUCTURE, REMOVE , STRUCTURE # | | | 0012 202-51330 LUMP | 15000.00000 15000.00| | PRESENT STRUCTURE, REMOVE , STRUCTURE # | | | 0013 203-02000 6550.000 CYS | 11.50000 75325.00| | EXCAVATION, COMMON | | | 0014 203-02070 9520.000 CYS | 9.00000 85680.00| | BORROW | | | 0015 205-06931 53.000 TON | 60.00000 3180.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06932 234.000 LFT | 7.50000 1755.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 3.000 EACH | 85.00000 255.00| | TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 2755.000 LFT | 1.90000 5234.50| | TEMPORARY SILT FENCE | | | 0019 206-51215 20.800 CYS | 22.00000 457.60| | EXCAVATION, X | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 380 -13 TABULATION OF BIDS ROUTE : CALL ORDER : 380 CONTRACT ID : B -29475-A COUNTIES : FRANKLIN LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 206-51220 490.600 CYS | 9.00000 4415.40| | EXCAVATION, WET | | | 0021 211-02050 98.000 CYS | 36.00000 3528.00| | B BORROW | | | 0022 211-06467 77.600 CYS | 92.00000 7139.20| | AGGREGATE FOR END BENT BACKFILL | | | 0023 301-07448 3000.000 TON | 22.00000 66000.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 303-07449 207.000 TON | 29.00000 6003.00| | COMPACTED AGGREGATE, NO. 73 | | | 0025 402-07432 432.000 TON | 110.00000 47520.00| | HMA SURFACE, TYPE A | | | 0026 402-07435 736.000 TON | 82.00000 60352.00| | HMA INTERMEDIATE, TYPE A | | | 0027 406-05521 6761.000 SYS | 0.06000 405.66| | ASPHALT FOR TACK COAT | | | 0028 601-06037 8.000 EACH | 1000.00000 8000.00| | GUARDRAIL END TREATMENT, I | | | 0029 601-06374 8.000 EACH | 1200.00000 9600.00| | GUARDRAIL TRANSITION, TGS-1 | | | 0030 601-99105 481.250 LFT | 29.00000 13956.25| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 603-04847 1.000 EACH | 1100.00000 1100.00| | FENCE GATE | | | 0032 603-06040 322.000 LFT | 12.00000 3864.00| | FENCE, FARM FIELD, 47 IN. | | | 0034 609-08229 322.000 SYS | 65.00000 20930.00| | REINFORCED CONCRETE BRIDGE APPROACH , | | | 10 IN. | | | 0035 610-07486 312.000 TON | 112.00000 34944.00| | HMA FOR APPROACHES, TYPE A | | | 0036 611-06497 1.000 EACH | 150.00000 150.00| | MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06505 5.000 EACH | 750.00000 3750.00| | MONUMENT, B | | | 0038 616-02320 3418.000 SYS | 1.25000 4272.50| | GEOTEXTILES | | | 0039 616-05688 1025.000 TON | 35.00000 35875.00| | RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 380 -14 TABULATION OF BIDS ROUTE : CALL ORDER : 380 CONTRACT ID : B -29475-A COUNTIES : FRANKLIN LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 616-06405 1241.000 TON | 26.00000 32266.00| | RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH | 625.00000 1250.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01956 740.000 LBS | 3.75000 2775.00| | SEED MIXTURE, LEGUME, 1 | | | 0043 621-02468 760.000 LBS | 4.00000 3040.00| | SEED MIXTURE, GRASS, 1 | | | 0044 621-06545 1.600 TON | 1450.00000 2320.00| | FERTILIZER | | | 0045 621-06565 8.000 TON | 550.00000 4400.00| | MULCHING MATERIAL | | | 0046 621-06567 8.000 kGAL | 12.00000 96.00| | WATER | | | 0047 621-06574 1999.000 SYS | 5.00000 9995.00| | SODDING | | | 0048 621-06575 347.000 SYS | 5.00000 1735.00| | SODDING, NURSERY | | | 0049 622-52436 8.000 EACH | 33.00000 264.00| | SIGN, DO NOT MOW OR SPRAY | | | 0050 622-98200 8.000 EACH | 33.00000 264.00| | SIGN, DO NOT DISTURB | | | 0051 628-09402 14.000 MOS | 1200.00000 16800.00| | FIELD OFFICE, B | | | 0052 701-91792 64.000 EACH | 100.00000 6400.00| | PILE TIP, STEEL H | | | 0054 702-51015 123.500 CYS | 950.00000 117325.00| | CONCRETE, B, FOOTINGS | | | 0055 702-90915 208.400 CYS | 750.00000 156300.00| | CONCRETE, A | | | 0056 703-51030 36647.000 LBS | 1.10000 40311.70| | REINFORCING STEEL | | | 0057 703-51032 126371.000 LBS | 1.15000 145326.65| | REINFORCING STEEL, EPOXY COATED | | | 0058 704-51002 464.800 CYS | 595.00000 276556.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-06344 887.500 LFT | 85.00000 75437.50| | RAILING, TS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 380 -15 TABULATION OF BIDS ROUTE : CALL ORDER : 380 CONTRACT ID : B -29475-A COUNTIES : FRANKLIN LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 707-05980 1382.700 LFT | 270.50000 374020.35| | STRUCTURAL MEMBER, CONCRETE BOX BEAM, | | | CB, 33 IN. X 48 IN. | | | 0061 707-05984 1140.000 LFT | 247.00000 281580.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0062 709-51821 LUMP | 8200.00000 8200.00| | SURFACE SEAL | | | 0063 715-03475 7.000 EACH | 325.00000 2275.00| | SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0064 715-05119 72.000 LFT | 24.00000 1728.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0065 715-05151 358.000 LFT | 21.00000 7518.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0066 715-05169 154.000 LFT | 20.00000 3080.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0067 715-05407 177.000 LFT | 2.50000 442.50| | PIPE, END BENT DRAIN, 6 IN. | | | 0068 726-93526 10.000 EACH | 550.00000 5500.00| | BEARING ASSEMBLY, III | | | 0069 801-03290 4.000 EACH | 550.00000 2200.00| | CONSTRUCTION SIGN, C | | | 0070 801-06625 15.000 EACH | 122.00000 1830.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06640 8.000 EACH | 157.00000 1256.00| | CONSTRUCTION SIGN, A | | | 0072 801-07118 108.000 LFT | 24.50000 2646.00| | BARRICADE, III-A | | | 0073 801-07119 40.000 LFT | 35.00000 1400.00| | BARRICADE, III-B | | | 0074 802-76025 56.250 SFT | 21.00000 1181.25| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0075 802-76055 126.000 LFT | 5.75000 724.50| | SIGN POST, A | | | 0078 701-09144 1303.000 LFT | 75.00000 97725.00| | PILE, STEEL H, REINFORCED CONCRETE, HP | | | 12 X 53 | | | 0079 808-06713 4928.000 LFT | 0.35000 1724.80| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 380 -16 TABULATION OF BIDS ROUTE : CALL ORDER : 380 CONTRACT ID : B -29475-A COUNTIES : FRANKLIN LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-1323837 |( ) |( ) |SUNESIS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 808-06726 48.000 LFT | 3.50000 168.00| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0081 720-45030 1.000 EACH | 1500.00000 1500.00| | INLET, E7 | | | 0082 720-45035 2.000 EACH | 1550.00000 3100.00| | INLET, F7 | | | SECTION TOTALS | $ 2,427,159.36| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,427,159.36| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 390 -1 VENDOR RANKING CALL ORDER : 390 CONTRACT ID : B -29595-A COUNTIES : KNOX LETTING DATE : 09/04/08 10:00 AM DISTRICT : 66 CONTRACT TIME : 11/30/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0088500 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE INC $ 1,222,980.58 100.0000% 2 35-1801998 CLR INC $ 1,330,329.67 108.7777% 3 90-0177865 HIS CONSTRUCTORS LLC $ 1,485,785.85 121.4889% 4 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 1,579,260.72 129.1321% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 1,631,773.86 133.4260% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,672,290.62 136.7389% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 390 -2 TABULATION OF BIDS ROUTE : 150S CALL ORDER : 390 CONTRACT ID : B -29595-A COUNTIES : KNOX LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 90-0177865 |RAGLE INC |CLR INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 12500.00000 12500.00| 15500.00000 15500.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 110-01001 LUMP | 61000.00000 61000.00| 65000.00000 65000.00| 72500.00000 72500.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 24000.00000 24000.00| 19000.00000 19000.00| 29000.00000 29000.00 CLEARING RIGHT OF WAY | | | 0009 202-51330 LUMP | 40000.00000 40000.00| 16000.00000 16000.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 2713.000 CYS | 17.00000 46121.00| 16.25000 44086.25| 18.00000 48834.00 EXCAVATION, COMMON | | | 0011 203-02070 4387.000 CYS | 1.00000 4387.00| 12.00000 52644.00| 18.00000 78966.00 BORROW | | | 0012 204-02290 4.000 EACH | 500.00000 2000.00| 200.00000 800.00| 365.00000 1460.00 SETTLEMENT PLATE | | | 0013 205-02236 12.000 EACH | 18.00000 216.00| 175.00000 2100.00| 68.00000 816.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 205-03371 51.000 CYS | 3.00000 153.00| 25.00000 1275.00| 22.00000 1122.00 SEDIMENT, REMOVE | | | 0015 205-06932 54.000 LFT | 10.50000 567.00| 21.00000 1134.00| 11.00000 594.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06933 5.000 EACH | 130.00000 650.00| 195.00000 975.00| 135.00000 675.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 2710.000 LFT | 1.40000 3794.00| 2.15000 5826.50| 1.45000 3929.50 TEMPORARY SILT FENCE | | | 0018 207-08266 4640.000 SYS | 1.00000 4640.00| 3.35000 15544.00| 9.00000 41760.00 SUBGRADE TREATMENT, TYPE III | | | 0019 207-08267 717.000 SYS | 10.00000 7170.00| 8.00000 5736.00| 9.00000 6453.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0020 211-02050 2083.000 CYS | 23.00000 47909.00| 24.00000 49992.00| 15.00000 31245.00 B BORROW | | | 0021 211-06467 40.000 CYS | 50.00000 2000.00| 85.00000 3400.00| 75.00000 3000.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 390 -3 TABULATION OF BIDS ROUTE : 150S CALL ORDER : 390 CONTRACT ID : B -29595-A COUNTIES : KNOX LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 90-0177865 |RAGLE INC |CLR INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 211-09264 778.000 CYS | 16.00000 12448.00| 17.00000 13226.00| 16.00000 12448.00 STRUCTURE BACKFILL, TYPE 1 | | | 0023 211-09266 3071.000 CYS | 23.00000 70633.00| 24.50000 75239.50| 16.00000 49136.00 STRUCTURE BACKFILL, TYPE 3 | | | 0024 301-07448 1716.000 TON | 22.00000 37752.00| 27.50000 47190.00| 26.00000 44616.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-07455 38.000 CYS | 70.00000 2660.00| 94.00000 3572.00| 90.00000 3420.00 DENSE GRADED SUBBASE | | | 0026 402-07432 313.000 TON | 92.00000 28796.00| 100.00000 31300.00| 94.00000 29422.00 HMA SURFACE, TYPE A | | | 0027 402-07435 535.000 TON | 77.00000 41195.00| 85.00000 45475.00| 79.00000 42265.00 HMA INTERMEDIATE, TYPE A | | | 0029 601-01128 4.000 EACH | 1200.00000 4800.00| 1300.00000 5200.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE WGB | | | 0030 601-01700 1.000 EACH | 1825.00000 1825.00| 2000.00000 2000.00| 1850.00000 1850.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0031 601-01740 1.000 EACH | 1950.00000 1950.00| 2175.00000 2175.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0032 601-02103 100.000 LFT | 25.00000 2500.00| 36.00000 3600.00| 25.50000 2550.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0033 601-06037 2.000 EACH | 900.00000 1800.00| 1000.00000 2000.00| 925.00000 1850.00 GUARDRAIL END TREATMENT, I | | | 0034 601-99105 247.500 LFT | 19.05000 4714.88| 21.35000 5284.13| 19.50000 4826.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 602-06729 6.000 EACH | 8.00000 48.00| 50.00000 300.00| 12.50000 75.00 BARRIER DELINEATOR | | | 0036 604-91531 18.000 SYS | 50.00000 900.00| 190.00000 3420.00| 65.00000 1170.00 SIDEWALK, CONCRETE, 4 IN. | | | 0037 607-06335 113.000 LFT | 30.00000 3390.00| 45.00000 5085.00| 35.00000 3955.00 PAVED SIDE DITCH, A , MODIFIED | | | 0038 609-06257 224.000 SYS | 65.00000 14560.00| 85.00000 19040.00| 85.00000 19040.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0039 610-07487 189.000 TON | 113.00000 21357.00| 125.00000 23625.00| 115.00000 21735.00 HMA FOR APPROACHES, TYPE B | | | 0040 611-06497 3.000 EACH | 160.00000 480.00| 235.00000 705.00| 175.00000 525.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 390 -4 TABULATION OF BIDS ROUTE : 150S CALL ORDER : 390 CONTRACT ID : B -29595-A COUNTIES : KNOX LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 90-0177865 |RAGLE INC |CLR INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 611-06498 2.000 EACH | 240.00000 480.00| 352.00000 704.00| 245.00000 490.00 MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06490 22.000 EACH | 125.00000 2750.00| 100.00000 2200.00| 130.00000 2860.00 RIGHT OF WAY MARKER | | | 0043 615-06505 4.000 EACH | 700.00000 2800.00| 650.00000 2600.00| 710.00000 2840.00 MONUMENT, B | | | 0044 616-02320 314.000 SYS | 2.00000 628.00| 4.50000 1413.00| 2.50000 785.00 GEOTEXTILES | | | 0045 616-06405 217.000 TON | 28.50000 6184.50| 40.00000 8680.00| 50.00000 10850.00 RIPRAP, REVETMENT | | | 0046 616-06451 27.000 TON | 28.50000 769.50| 40.00000 1080.00| 48.00000 1296.00 RIPRAP, UNIFORM | | | 0047 621-01004 2.000 EACH | 550.00000 1100.00| 600.00000 1200.00| 565.00000 1130.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06545 0.600 TON | 750.00000 450.00| 1100.00000 660.00| 765.00000 459.00 FERTILIZER | | | 0049 621-06553 255.000 LBS | 3.10000 790.50| 4.50000 1147.50| 3.15000 803.25 SEED MIXTURE, R | | | 0050 621-06557 92.000 LBS | 1.90000 174.80| 3.00000 276.00| 1.95000 179.40 SEED MIXTURE, T | | | 0051 621-06565 4.600 TON | 430.00000 1978.00| 480.00000 2208.00| 435.00000 2001.00 MULCHING MATERIAL | | | 0052 621-06567 0.700 kGAL | 5.00000 3.50| 5.00000 3.50| 5.00000 3.50 WATER | | | 0053 621-06574 190.000 SYS | 31.50000 5985.00| 45.00000 8550.00| 31.00000 5890.00 SODDING | | | 0054 628-09402 16.000 MOS | 850.00000 13600.00| 1000.00000 16000.00| 1950.00000 31200.00 FIELD OFFICE, B | | | 0055 701-51195 520.000 LFT | 58.00000 30160.00| 65.00000 33800.00| 105.00000 54600.00 PILE, STEEL H, HP 12 X 53 | | | 0056 701-91792 10.000 EACH | 250.00000 2500.00| 115.00000 1150.00| 125.00000 1250.00 PILE TIP, STEEL H | | | 0057 703-06029 48488.000 LBS | 1.20000 58185.60| 1.23000 59640.24| 1.10000 53336.80 REINFORCING BARS, EPOXY COATED | | | 0058 704-51002 128.400 CYS | 700.00000 89880.00| 600.00000 77040.00| 650.00000 83460.00 CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-05733 4.000 EACH | 1600.00000 6400.00| 1100.00000 4400.00| 2100.00000 8400.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 390 -5 TABULATION OF BIDS ROUTE : 150S CALL ORDER : 390 CONTRACT ID : B -29595-A COUNTIES : KNOX LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 90-0177865 |RAGLE INC |CLR INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 706-51020 15.400 CYS | 600.00000 9240.00| 715.00000 11011.00| 550.00000 8470.00 CONCRETE, C, RAILING | | | 0061 709-51821 LUMP | 2300.00000 2300.00| 2600.00000 2600.00| 2400.00000 2400.00 SURFACE SEAL | | | 0062 711-51038 LUMP | 193000.00000 193000.00| 145000.00000 145000.00| 191000.00000 191000.00 STRUCTURAL STEEL | | | 0063 711-51070 16.000 EACH | 60.00000 960.00| 37.00000 592.00| 50.00000 800.00 ANCHOR PLATE, AP 1 | | | 0064 715-05024 156.000 LFT | 80.00000 12480.00| 80.00000 12480.00| 94.00000 14664.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0065 715-05149 31.000 LFT | 32.00000 992.00| 30.00000 930.00| 75.00000 2325.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0066 715-05151 785.000 LFT | 35.00000 27475.00| 36.00000 28260.00| 36.00000 28260.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0067 715-05154 208.000 LFT | 45.00000 9360.00| 54.00000 11232.00| 50.00000 10400.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0068 715-05169 30.000 LFT | 35.00000 1050.00| 35.00000 1050.00| 55.00000 1650.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0069 715-05422 29.000 LFT | 80.00000 2320.00| 150.00000 4350.00| 135.00000 3915.00 PIPE, SLOTTED DRAIN, 12 IN. | | | 0070 715-46005 3.000 EACH | 200.00000 600.00| 445.00000 1335.00| 450.00000 1350.00 PIPE END SECTION, 15 IN. | | | 0071 715-46020 1.000 EACH | 275.00000 275.00| 450.00000 450.00| 600.00000 600.00 PIPE END SECTION, 24 IN. | | | 0072 715-46040 2.000 EACH | 700.00000 1400.00| 700.00000 1400.00| 800.00000 1600.00 PIPE END SECTION, 36 IN. | | | 0073 715-91361 11.000 LFT | 18.00000 198.00| 75.00000 825.00| 32.00000 352.00 PIPE, PVC, 6 IN. | | | 0074 715-93910 4.000 EACH | 400.00000 1600.00| 1250.00000 5000.00| 1500.00000 6000.00 WATER SERVICE LINE, ADJUST | | | 0075 720-45035 9.000 EACH | 1800.00000 16200.00| 1700.00000 15300.00| 1500.00000 13500.00 INLET, F7 | | | 0076 720-45235 1.000 EACH | 2000.00000 2000.00| 1800.00000 1800.00| 1500.00000 1500.00 CATCH BASIN, E7 | | | 0077 720-94612 1.000 EACH | 5000.00000 5000.00| 4300.00000 4300.00| 4200.00000 4200.00 MANHOLE, K4 | | | 0078 720-97958 2.000 EACH | 5500.00000 11000.00| 5300.00000 10600.00| 5500.00000 11000.00 MANHOLE, K2 | | | 0079 731-93945 5579.000 SFT | 22.00000 122738.00| 24.00000 133896.00| 25.00000 139475.00 FACE PANELS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 390 -6 TABULATION OF BIDS ROUTE : 150S CALL ORDER : 390 CONTRACT ID : B -29595-A COUNTIES : KNOX LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 90-0177865 |RAGLE INC |CLR INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 731-93946 5579.000 SFT | 7.00000 39053.00| 15.00000 83685.00| 16.00000 89264.00 WALL ERECTION | | | 0081 731-93947 331.000 LFT | 25.00000 8275.00| 41.20000 13637.20| 30.00000 9930.00 LEVELING PAD, CONCRETE | | | 0082 732-90578 4.000 EACH | 600.00000 2400.00| 600.00000 2400.00| 1500.00000 6000.00 WATER METER, RELOCATE | | | 0083 801-03290 4.000 EACH | 295.00000 1180.00| 330.00000 1320.00| 510.00000 2040.00 CONSTRUCTION SIGN, C | | | 0084 801-04308 8.000 EACH | 595.00000 4760.00| 670.00000 5360.00| 465.00000 3720.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0085 801-06625 7.000 EACH | 145.00000 1015.00| 225.00000 1575.00| 280.00000 1960.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0086 801-06640 13.000 EACH | 225.00000 2925.00| 350.00000 4550.00| 405.00000 5265.00 CONSTRUCTION SIGN, A | | | 0087 801-06775 LUMP | 1500.00000 1500.00| 2500.00000 2500.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0088 801-07118 96.000 LFT | 11.50000 1104.00| 12.90000 1238.40| 20.50000 1968.00 BARRICADE, III-A | | | 0089 801-07119 96.000 LFT | 13.50000 1296.00| 15.00000 1440.00| 25.50000 2448.00 BARRICADE, III-B | | | 0090 802-05701 55.000 LFT | 13.25000 728.75| 14.85000 816.75| 13.50000 742.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0091 802-76025 36.000 SFT | 21.00000 756.00| 23.55000 847.80| 21.50000 774.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0092 808-06713 2673.000 LFT | 0.28000 748.44| 0.31000 828.63| 0.36000 962.28 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0093 808-06714 2632.000 LFT | 0.28000 736.96| 0.31000 815.92| 0.36000 947.52 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0094 808-06726 97.000 LFT | 4.95000 480.15| 5.55000 538.35| 3.05000 295.85 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0095 406-05520 1.200 TON | 600.00000 720.00| 550.00000 660.00| 610.00000 732.00 ASPHALT FOR TACK COAT | | | 0096 715-08305 11.000 TON | 125.00000 1375.00| 500.00000 5500.00| 200.00000 2200.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0097 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 390 -7 TABULATION OF BIDS ROUTE : 150S CALL ORDER : 390 CONTRACT ID : B -29595-A COUNTIES : KNOX LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 90-0177865 |RAGLE INC |CLR INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | SECTION TOTALS | $ 1,222,980.58| $ 1,330,329.67| $ 1,485,785.85 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,222,980.58| $ 1,330,329.67| $ 1,485,785.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 390 -8 TABULATION OF BIDS ROUTE : 150S CALL ORDER : 390 CONTRACT ID : B -29595-A COUNTIES : KNOX LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-2040801 |( 6 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 39686.27000 39686.27| 30000.00000 30000.00| 28000.00000 28000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 110-01001 LUMP | 78000.00000 78000.00| 81550.00000 81550.00| 83614.53000 83614.53 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 95883.23000 95883.23| 32000.00000 32000.00| 33445.81000 33445.81 CLEARING RIGHT OF WAY | | | 0009 202-51330 LUMP | 198937.03000 198937.03| 75000.00000 75000.00| 110000.00000 110000.00 PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 2713.000 CYS | 10.70000 29029.10| 18.00000 48834.00| 15.00000 40695.00 EXCAVATION, COMMON | | | 0011 203-02070 4387.000 CYS | 13.67000 59970.29| 20.00000 87740.00| 12.00000 52644.00 BORROW | | | 0012 204-02290 4.000 EACH | 925.46000 3701.84| 1400.00000 5600.00| 2000.00000 8000.00 SETTLEMENT PLATE | | | 0013 205-02236 12.000 EACH | 210.10000 2521.20| 95.00000 1140.00| 95.00000 1140.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 205-03371 51.000 CYS | 32.71000 1668.21| 18.00000 918.00| 49.00000 2499.00 SEDIMENT, REMOVE | | | 0015 205-06932 54.000 LFT | 19.05000 1028.70| 17.00000 918.00| 12.40000 669.60 TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06933 5.000 EACH | 271.02000 1355.10| 130.00000 650.00| 145.00000 725.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 2710.000 LFT | 3.17000 8590.70| 1.40000 3794.00| 1.65000 4471.50 TEMPORARY SILT FENCE | | | 0018 207-08266 4640.000 SYS | 7.47000 34660.80| 8.00000 37120.00| 5.00000 23200.00 SUBGRADE TREATMENT, TYPE III | | | 0019 207-08267 717.000 SYS | 15.90000 11400.30| 10.00000 7170.00| 15.00000 10755.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0020 211-02050 2083.000 CYS | 29.20000 60823.60| 34.00000 70822.00| 25.00000 52075.00 B BORROW | | | 0021 211-06467 40.000 CYS | 76.27000 3050.80| 100.00000 4000.00| 100.00000 4000.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 390 -9 TABULATION OF BIDS ROUTE : 150S CALL ORDER : 390 CONTRACT ID : B -29595-A COUNTIES : KNOX LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-2040801 |( 6 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 211-09264 778.000 CYS | 18.57000 14447.46| 42.00000 32676.00| 25.00000 19450.00 STRUCTURE BACKFILL, TYPE 1 | | | 0023 211-09266 3071.000 CYS | 21.99000 67531.29| 34.00000 104414.00| 25.00000 76775.00 STRUCTURE BACKFILL, TYPE 3 | | | 0024 301-07448 1716.000 TON | 28.13000 48271.08| 20.00000 34320.00| 25.00000 42900.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-07455 38.000 CYS | 84.35000 3205.30| 75.00000 2850.00| 100.00000 3800.00 DENSE GRADED SUBBASE | | | 0026 402-07432 313.000 TON | 95.89000 30013.57| 105.00000 32865.00| 92.00000 28796.00 HMA SURFACE, TYPE A | | | 0027 402-07435 535.000 TON | 80.25000 42933.75| 93.00000 49755.00| 77.00000 41195.00 HMA INTERMEDIATE, TYPE A | | | 0029 601-01128 4.000 EACH | 1250.69000 5002.76| 1200.00000 4800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE WGB | | | 0030 601-01700 1.000 EACH | 1902.09000 1902.09| 1825.00000 1825.00| 1825.00000 1825.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0031 601-01740 1.000 EACH | 2032.36000 2032.36| 1950.00000 1950.00| 1950.00000 1950.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0032 601-02103 100.000 LFT | 26.06000 2606.00| 25.00000 2500.00| 25.00000 2500.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0033 601-06037 2.000 EACH | 938.01000 1876.02| 900.00000 1800.00| 900.00000 1800.00 GUARDRAIL END TREATMENT, I | | | 0034 601-99105 247.500 LFT | 19.86000 4915.35| 19.05000 4714.88| 19.05000 4714.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 602-06729 6.000 EACH | 12.50000 75.00| 10.00000 60.00| 12.00000 72.00 BARRIER DELINEATOR | | | 0036 604-91531 18.000 SYS | 44.19000 795.42| 60.00000 1080.00| 100.00000 1800.00 SIDEWALK, CONCRETE, 4 IN. | | | 0037 607-06335 113.000 LFT | 61.54000 6954.02| 65.00000 7345.00| 60.00000 6780.00 PAVED SIDE DITCH, A , MODIFIED | | | 0038 609-06257 224.000 SYS | 71.68000 16056.32| 100.00000 22400.00| 100.00000 22400.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0039 610-07487 189.000 TON | 132.75000 25089.75| 194.00000 36666.00| 113.00000 21357.00 HMA FOR APPROACHES, TYPE B | | | 0040 611-06497 3.000 EACH | 166.76000 500.28| 160.00000 480.00| 160.00000 480.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 390 -10 TABULATION OF BIDS ROUTE : 150S CALL ORDER : 390 CONTRACT ID : B -29595-A COUNTIES : KNOX LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-2040801 |( 6 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 611-06498 2.000 EACH | 250.13000 500.26| 240.00000 480.00| 240.00000 480.00 MAILBOX ASSEMBLY, DOUBLE | | | 0042 615-06490 22.000 EACH | 130.29000 2866.38| 125.00000 2750.00| 125.00000 2750.00 RIGHT OF WAY MARKER | | | 0043 615-06505 4.000 EACH | 729.56000 2918.24| 700.00000 2800.00| 700.00000 2800.00 MONUMENT, B | | | 0044 616-02320 314.000 SYS | 3.16000 992.24| 4.12000 1293.68| 4.00000 1256.00 GEOTEXTILES | | | 0045 616-06405 217.000 TON | 28.89000 6269.13| 32.00000 6944.00| 40.00000 8680.00 RIPRAP, REVETMENT | | | 0046 616-06451 27.000 TON | 38.29000 1033.83| 37.00000 999.00| 40.00000 1080.00 RIPRAP, UNIFORM | | | 0047 621-01004 2.000 EACH | 573.24000 1146.48| 550.00000 1100.00| 715.00000 1430.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06545 0.600 TON | 781.68000 469.01| 750.00000 450.00| 1190.00000 714.00 FERTILIZER | | | 0049 621-06553 255.000 LBS | 3.23000 823.65| 3.10000 790.50| 6.50000 1657.50 SEED MIXTURE, R | | | 0050 621-06557 92.000 LBS | 1.98000 182.16| 1.90000 174.80| 14.00000 1288.00 SEED MIXTURE, T | | | 0051 621-06565 4.600 TON | 448.16000 2061.54| 430.00000 1978.00| 425.00000 1955.00 MULCHING MATERIAL | | | 0052 621-06567 0.700 kGAL | 5.21000 3.65| 5.00000 3.50| 1.00000 0.70 WATER | | | 0053 621-06574 190.000 SYS | 31.27000 5941.30| 30.00000 5700.00| 19.92000 3784.80 SODDING | | | 0054 628-09402 16.000 MOS | 2131.17000 34098.72| 1600.00000 25600.00| 2500.00000 40000.00 FIELD OFFICE, B | | | 0055 701-51195 520.000 LFT | 44.66000 23223.20| 60.00000 31200.00| 125.00000 65000.00 PILE, STEEL H, HP 12 X 53 | | | 0056 701-91792 10.000 EACH | 132.10000 1321.00| 100.00000 1000.00| 150.00000 1500.00 PILE TIP, STEEL H | | | 0057 703-06029 48488.000 LBS | 1.24000 60125.12| 1.15000 55761.20| 1.50000 72732.00 REINFORCING BARS, EPOXY COATED | | | 0058 704-51002 128.400 CYS | 627.23000 80536.33| 860.00000 110424.00| 750.00000 96300.00 CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-05733 4.000 EACH | 1905.81000 7623.24| 1200.00000 4800.00| 1750.00000 7000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 390 -11 TABULATION OF BIDS ROUTE : 150S CALL ORDER : 390 CONTRACT ID : B -29595-A COUNTIES : KNOX LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-2040801 |( 6 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 706-51020 15.400 CYS | 652.65000 10050.81| 575.00000 8855.00| 600.00000 9240.00 CONCRETE, C, RAILING | | | 0061 709-51821 LUMP | 2497.21000 2497.21| 2820.00000 2820.00| 2396.00000 2396.00 SURFACE SEAL | | | 0062 711-51038 LUMP | 123000.39000 123000.39| 181000.00000 181000.00| 280000.00000 280000.00 STRUCTURAL STEEL | | | 0063 711-51070 16.000 EACH | 48.51000 776.16| 105.00000 1680.00| 100.00000 1600.00 ANCHOR PLATE, AP 1 | | | 0064 715-05024 156.000 LFT | 84.19000 13133.64| 60.00000 9360.00| 90.00000 14040.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0065 715-05149 31.000 LFT | 34.61000 1072.91| 40.00000 1240.00| 60.00000 1860.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0066 715-05151 785.000 LFT | 30.64000 24052.40| 35.00000 27475.00| 60.00000 47100.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0067 715-05154 208.000 LFT | 45.91000 9549.28| 42.00000 8736.00| 70.00000 14560.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0068 715-05169 30.000 LFT | 35.76000 1072.80| 46.00000 1380.00| 70.00000 2100.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0069 715-05422 29.000 LFT | 131.68000 3818.72| 125.00000 3625.00| 150.00000 4350.00 PIPE, SLOTTED DRAIN, 12 IN. | | | 0070 715-46005 3.000 EACH | 318.53000 955.59| 400.00000 1200.00| 600.00000 1800.00 PIPE END SECTION, 15 IN. | | | 0071 715-46020 1.000 EACH | 567.56000 567.56| 700.00000 700.00| 650.00000 650.00 PIPE END SECTION, 24 IN. | | | 0072 715-46040 2.000 EACH | 731.04000 1462.08| 975.00000 1950.00| 1000.00000 2000.00 PIPE END SECTION, 36 IN. | | | 0073 715-91361 11.000 LFT | 37.61000 413.71| 45.00000 495.00| 40.00000 440.00 PIPE, PVC, 6 IN. | | | 0074 715-93910 4.000 EACH | 1131.11000 4524.44| 900.00000 3600.00| 1500.00000 6000.00 WATER SERVICE LINE, ADJUST | | | 0075 720-45035 9.000 EACH | 1345.69000 12111.21| 2300.00000 20700.00| 3000.00000 27000.00 INLET, F7 | | | 0076 720-45235 1.000 EACH | 1697.15000 1697.15| 3000.00000 3000.00| 3200.00000 3200.00 CATCH BASIN, E7 | | | 0077 720-94612 1.000 EACH | 4397.43000 4397.43| 6300.00000 6300.00| 5500.00000 5500.00 MANHOLE, K4 | | | 0078 720-97958 2.000 EACH | 6247.45000 12494.90| 6400.00000 12800.00| 5500.00000 11000.00 MANHOLE, K2 | | | 0079 731-93945 5579.000 SFT | 20.57000 114760.03| 23.00000 128317.00| 20.00000 111580.00 FACE PANELS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 390 -12 TABULATION OF BIDS ROUTE : 150S CALL ORDER : 390 CONTRACT ID : B -29595-A COUNTIES : KNOX LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-2040801 |( 6 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 731-93946 5579.000 SFT | 8.66000 48314.14| 14.00000 78106.00| 7.00000 39053.00 WALL ERECTION | | | 0081 731-93947 331.000 LFT | 22.14000 7328.34| 34.00000 11254.00| 30.00000 9930.00 LEVELING PAD, CONCRETE | | | 0082 732-90578 4.000 EACH | 1131.11000 4524.44| 950.00000 3800.00| 1500.00000 6000.00 WATER METER, RELOCATE | | | 0083 801-03290 4.000 EACH | 307.46000 1229.84| 295.00000 1180.00| 295.00000 1180.00 CONSTRUCTION SIGN, C | | | 0084 801-04308 8.000 EACH | 620.14000 4961.12| 595.00000 4760.00| 595.00000 4760.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0085 801-06625 7.000 EACH | 151.12000 1057.84| 145.00000 1015.00| 145.00000 1015.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0086 801-06640 13.000 EACH | 234.50000 3048.50| 225.00000 2925.00| 225.00000 2925.00 CONSTRUCTION SIGN, A | | | 0087 801-06775 LUMP | 16809.76000 16809.76| 10000.00000 10000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0088 801-07118 96.000 LFT | 11.98000 1150.08| 11.50000 1104.00| 11.50000 1104.00 BARRICADE, III-A | | | 0089 801-07119 96.000 LFT | 14.07000 1350.72| 13.50000 1296.00| 13.50000 1296.00 BARRICADE, III-B | | | 0090 802-05701 55.000 LFT | 13.81000 759.55| 13.25000 728.75| 13.25000 728.75 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0091 802-76025 36.000 SFT | 21.89000 788.04| 21.00000 756.00| 21.00000 756.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0092 808-06713 2673.000 LFT | 0.29000 775.17| 0.28000 748.44| 0.28000 748.44 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0093 808-06714 2632.000 LFT | 0.29000 763.28| 0.28000 736.96| 0.28000 736.96 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0094 808-06726 97.000 LFT | 5.16000 500.52| 4.95000 480.15| 4.95000 480.15 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0095 406-05520 1.200 TON | 625.34000 750.41| 880.00000 1056.00| 600.00000 720.00 ASPHALT FOR TACK COAT | | | 0096 715-08305 11.000 TON | 553.28000 6086.08| 235.00000 2585.00| 200.00000 2200.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0097 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 390 -13 TABULATION OF BIDS ROUTE : 150S CALL ORDER : 390 CONTRACT ID : B -29595-A COUNTIES : KNOX LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 05-0558668 |( 5 ) 35-2040801 |( 6 ) 35-1618530 |WEDDLE BROTHERS HIGHWAY GROU |GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | SECTION TOTALS | $ 1,579,260.72| $ 1,631,773.86| $ 1,672,290.62 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,579,260.72| $ 1,631,773.86| $ 1,672,290.62 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 400 -1 VENDOR RANKING CALL ORDER : 400 CONTRACT ID : B -30195-A COUNTIES : SULLIVAN LETTING DATE : 09/04/08 10:00 AM DISTRICT : 66 CONTRACT TIME : 06/30/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9977038 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE INC $ 759,922.13 100.0000% 2 35-1801998 CLR INC $ 796,778.35 104.8500% 3 90-0177865 HIS CONSTRUCTORS LLC $ 951,306.94 125.1848% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 1,030,000.00 135.5402% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,088,180.89 143.1964% 6 35-1111003 WHITE CONSTRUCTION INC $ 1,154,443.78 151.9161% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 400 -2 TABULATION OF BIDS ROUTE : 900 N CALL ORDER : 400 CONTRACT ID : B -30195-A COUNTIES : SULLIVAN LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 90-0177865 |RAGLE INC |CLR INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 6000.00000 6000.00| 7500.00000 7500.00| 7900.00000 7900.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 38000.00000 38000.00| 41000.00000 41000.00| 47500.00000 47500.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 22000.00000 22000.00| 19000.00000 19000.00| 28000.00000 28000.00 CLEARING RIGHT OF WAY | | | 0010 202-51330 LUMP | 39250.00000 39250.00| 14000.00000 14000.00| 27150.00000 27150.00 PRESENT STRUCTURE, REMOVE | | | 0011 202-96133 90.000 LFT | 6.00000 540.00| 11.00000 990.00| 10.00000 900.00 PIPE, REMOVE | | | 0012 203-02000 949.000 CYS | 20.00000 18980.00| 21.00000 19929.00| 30.00000 28470.00 EXCAVATION, COMMON | | | 0013 203-02070 6239.000 CYS | 10.00000 62390.00| 15.50000 96704.50| 22.50000 140377.50 BORROW | | | 0014 203-51223 1085.000 CYS | 11.00000 11935.00| 16.00000 17360.00| 10.50000 11392.50 EXCAVATION, WATERWAY | | | 0015 204-02290 5.000 EACH | 650.00000 3250.00| 200.00000 1000.00| 350.00000 1750.00 SETTLEMENT PLATE | | | 0016 205-06932 64.000 LFT | 14.65000 937.60| 24.00000 1536.00| 14.75000 944.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06937 2300.000 LFT | 1.80000 4140.00| 1.55000 3565.00| 1.85000 4255.00 TEMPORARY SILT FENCE | | | 0018 207-08266 2262.000 SYS | 0.75000 1696.50| 4.70000 10631.40| 8.50000 19227.00 SUBGRADE TREATMENT, TYPE III | | | 0019 211-06467 54.400 CYS | 40.00000 2176.00| 67.00000 3644.80| 65.00000 3536.00 AGGREGATE FOR END BENT BACKFILL | | | 0020 301-07448 1031.000 TON | 20.00000 20620.00| 24.75000 25517.25| 30.00000 30930.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 400 -3 TABULATION OF BIDS ROUTE : 900 N CALL ORDER : 400 CONTRACT ID : B -30195-A COUNTIES : SULLIVAN LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 90-0177865 |RAGLE INC |CLR INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 302-07455 26.300 CYS | 65.00000 1709.50| 105.00000 2761.50| 95.00000 2498.50 DENSE GRADED SUBBASE | | | 0022 303-07449 318.600 TON | 22.00000 7009.20| 25.25000 8044.65| 40.00000 12744.00 COMPACTED AGGREGATE, NO. 73 | | | 0023 402-07432 155.000 TON | 104.05000 16127.75| 135.00000 20925.00| 106.00000 16430.00 HMA SURFACE, TYPE A | | | 0027 406-05521 1882.000 SYS | 0.50000 941.00| 0.09000 169.38| 0.50000 941.00 ASPHALT FOR TACK COAT | | | 0028 601-01128 4.000 EACH | 1200.00000 4800.00| 1345.00000 5380.00| 1225.00000 4900.00 GUARDRAIL TRANSITION TYPE WGB | | | 0029 601-01700 4.000 EACH | 1850.00000 7400.00| 2074.00000 8296.00| 1875.00000 7500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-99105 143.750 LFT | 20.00000 2875.00| 22.25000 3198.44| 20.25000 2910.94 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 602-06729 6.000 EACH | 8.00000 48.00| 30.00000 180.00| 12.00000 72.00 BARRIER DELINEATOR | | | 0032 609-06257 157.600 SYS | 75.00000 11820.00| 115.00000 18124.00| 95.00000 14972.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0033 615-06490 21.000 EACH | 124.00000 2604.00| 99.00000 2079.00| 125.00000 2625.00 RIGHT OF WAY MARKER | | | 0034 616-02320 1288.000 SYS | 2.25000 2898.00| 3.25000 4186.00| 2.50000 3220.00 GEOTEXTILES | | | 0035 616-06405 842.000 TON | 30.00000 25260.00| 31.00000 26102.00| 31.00000 26102.00 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH | 745.00000 1490.00| 510.00000 1020.00| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 0.550 TON | 1645.00000 904.75| 2500.00000 1375.00| 1675.00000 921.25 FERTILIZER | | | 0038 621-06553 190.000 LBS | 7.45000 1415.50| 8.35000 1586.50| 7.50000 1425.00 SEED MIXTURE, R | | | 0039 621-06557 88.000 LBS | 5.00000 440.00| 5.60000 492.80| 5.25000 462.00 SEED MIXTURE, T | | | 0040 621-06565 4.400 TON | 490.00000 2156.00| 550.00000 2420.00| 490.00000 2156.00 MULCHING MATERIAL | | | 0041 621-06574 48.000 SYS | 57.50000 2760.00| 62.00000 2976.00| 57.00000 2736.00 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 400 -4 TABULATION OF BIDS ROUTE : 900 N CALL ORDER : 400 CONTRACT ID : B -30195-A COUNTIES : SULLIVAN LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 90-0177865 |RAGLE INC |CLR INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 622-52436 3.000 EACH | 32.00000 96.00| 25.00000 75.00| 33.00000 99.00 SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 60.000 EACH | 32.75000 1965.00| 18.00000 1080.00| 33.50000 2010.00 SEEDLING | | | 0044 628-09401 10.000 MOS | 1200.00000 12000.00| 1000.00000 10000.00| 1900.00000 19000.00 FIELD OFFICE, A | | | 0045 701-98647 664.000 LFT | 45.00000 29880.00| 45.00000 29880.00| 70.00000 46480.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 203 IN., 14 IN. | | | 0046 701-99086 18.000 EACH | 250.00000 4500.00| 0.01000 0.18| 175.00000 3150.00 PILE TIP, STEEL SHELL | | | 0047 703-06029 39755.000 LBS | 1.30000 51681.50| 1.35000 53669.25| 1.15000 45718.25 REINFORCING BARS, EPOXY COATED | | | 0048 704-51002 168.700 CYS | 625.00000 105437.50| 575.00000 97002.50| 700.00000 118090.00 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05733 4.000 EACH | 1600.00000 6400.00| 1200.00000 4800.00| 2500.00000 10000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0050 706-51020 15.200 CYS | 600.00000 9120.00| 775.00000 11780.00| 600.00000 9120.00 CONCRETE, C, RAILING | | | 0051 707-06831 384.000 LFT | 450.00000 172800.00| 429.00000 164736.00| 485.00000 186240.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 42 IN. , 54" X 42" | | | 0052 709-51821 LUMP | 2800.00000 2800.00| 3175.00000 3175.00| 2900.00000 2900.00 SURFACE SEAL | | | 0053 711-51070 16.000 EACH | 65.00000 1040.00| 40.00000 640.00| 50.00000 800.00 ANCHOR PLATE, AP 1 | | | 0054 715-05169 52.000 LFT | 16.00000 832.00| 46.00000 2392.00| 38.00000 1976.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0055 715-05175 60.000 LFT | 35.00000 2100.00| 87.00000 5220.00| 65.00000 3900.00 PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0056 715-05407 110.000 LFT | 10.00000 1100.00| 8.00000 880.00| 13.00000 1430.00 PIPE, END BENT DRAIN, 6 IN. | | | 0057 715-46005 2.000 EACH | 275.00000 550.00| 387.00000 774.00| 500.00000 1000.00 PIPE END SECTION, 15 IN. | | | 0058 715-46030 2.000 EACH | 500.00000 1000.00| 850.00000 1700.00| 850.00000 1700.00 PIPE END SECTION, 30 IN. | | | 0059 801-04308 4.000 EACH | 345.00000 1380.00| 385.00000 1540.00| 350.00000 1400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06625 9.000 EACH | 89.00000 801.00| 99.00000 891.00| 90.00000 810.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 400 -5 TABULATION OF BIDS ROUTE : 900 N CALL ORDER : 400 CONTRACT ID : B -30195-A COUNTIES : SULLIVAN LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1801998 |( 3 ) 90-0177865 |RAGLE INC |CLR INC |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 801-06640 14.000 EACH | 125.00000 1750.00| 140.00000 1960.00| 130.00000 1820.00 CONSTRUCTION SIGN, A | | | 0062 801-07118 48.000 LFT | 8.50000 408.00| 9.50000 456.00| 8.75000 420.00 BARRICADE, III-A | | | 0063 801-07119 48.000 LFT | 9.75000 468.00| 10.90000 523.20| 10.00000 480.00 BARRICADE, III-B | | | 0064 802-05701 22.000 LFT | 13.50000 297.00| 15.00000 330.00| 14.00000 308.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0065 802-76025 10.000 SFT | 26.00000 260.00| 28.50000 285.00| 26.50000 265.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0066 808-06713 2000.000 LFT | 0.35000 700.00| 0.30000 600.00| 0.36000 720.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0067 808-06714 2000.000 LFT | 0.35000 700.00| 0.30000 600.00| 0.36000 720.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0068 205-06934 2.750 TON | 455.00000 1251.25| 500.00000 1375.00| 460.00000 1265.00 TEMPORARY MULCHING | | | 0069 801-06775 LUMP | 1500.00000 1500.00| 850.00000 850.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0070 402-07435 259.000 TON | 84.12000 21787.08| 106.00000 27454.00| 86.00000 22274.00 HMA INTERMEDIATE, TYPE A | | | 0071 801-03290 4.000 EACH | 185.00000 740.00| 103.00000 412.00| 190.00000 760.00 CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 759,922.13| $ 796,778.35| $ 951,306.94 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 759,922.13| $ 796,778.35| $ 951,306.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 400 -6 TABULATION OF BIDS ROUTE : 900 N CALL ORDER : 400 CONTRACT ID : B -30195-A COUNTIES : SULLIVAN LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1618530 |( 6 ) 35-1111003 |GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVI |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 14000.00000 14000.00| 12500.00000 12500.00| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 51000.00000 51000.00| 54409.04000 54409.04| 55000.00000 55000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 30500.00000 30500.00| 32645.42000 32645.42| 37000.00000 37000.00 CLEARING RIGHT OF WAY | | | 0010 202-51330 LUMP | 60021.70000 60021.70| 100000.00000 100000.00| 78972.12000 78972.12 PRESENT STRUCTURE, REMOVE | | | 0011 202-96133 90.000 LFT | 10.00000 900.00| 20.00000 1800.00| 15.00000 1350.00 PIPE, REMOVE | | | 0012 203-02000 949.000 CYS | 22.00000 20878.00| 30.00000 28470.00| 36.00000 34164.00 EXCAVATION, COMMON | | | 0013 203-02070 6239.000 CYS | 24.00000 149736.00| 20.00000 124780.00| 20.00000 124780.00 BORROW | | | 0014 203-51223 1085.000 CYS | 30.00000 32550.00| 15.00000 16275.00| 45.00000 48825.00 EXCAVATION, WATERWAY | | | 0015 204-02290 5.000 EACH | 1500.00000 7500.00| 2000.00000 10000.00| 450.00000 2250.00 SETTLEMENT PLATE | | | 0016 205-06932 64.000 LFT | 20.00000 1280.00| 14.65000 937.60| 17.00000 1088.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06937 2300.000 LFT | 1.80000 4140.00| 1.80000 4140.00| 5.00000 11500.00 TEMPORARY SILT FENCE | | | 0018 207-08266 2262.000 SYS | 10.00000 22620.00| 6.00000 13572.00| 12.00000 27144.00 SUBGRADE TREATMENT, TYPE III | | | 0019 211-06467 54.400 CYS | 80.00000 4352.00| 100.00000 5440.00| 85.00000 4624.00 AGGREGATE FOR END BENT BACKFILL | | | 0020 301-07448 1031.000 TON | 25.00000 25775.00| 30.00000 30930.00| 28.00000 28868.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 400 -7 TABULATION OF BIDS ROUTE : 900 N CALL ORDER : 400 CONTRACT ID : B -30195-A COUNTIES : SULLIVAN LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1618530 |( 6 ) 35-1111003 |GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVI |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 302-07455 26.300 CYS | 115.00000 3024.50| 100.00000 2630.00| 155.00000 4076.50 DENSE GRADED SUBBASE | | | 0022 303-07449 318.600 TON | 26.00000 8283.60| 35.00000 11151.00| 38.00000 12106.80 COMPACTED AGGREGATE, NO. 73 | | | 0023 402-07432 155.000 TON | 104.05000 16127.75| 104.05000 16127.75| 110.00000 17050.00 HMA SURFACE, TYPE A | | | 0027 406-05521 1882.000 SYS | 0.50000 941.00| 0.50000 941.00| 0.75000 1411.50 ASPHALT FOR TACK COAT | | | 0028 601-01128 4.000 EACH | 1200.00000 4800.00| 1200.00000 4800.00| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE WGB | | | 0029 601-01700 4.000 EACH | 1850.00000 7400.00| 1850.00000 7400.00| 1900.00000 7600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-99105 143.750 LFT | 20.00000 2875.00| 20.00000 2875.00| 25.00000 3593.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 602-06729 6.000 EACH | 10.00000 60.00| 13.00000 78.00| 30.00000 180.00 BARRIER DELINEATOR | | | 0032 609-06257 157.600 SYS | 105.00000 16548.00| 100.00000 15760.00| 92.00000 14499.20 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0033 615-06490 21.000 EACH | 124.00000 2604.00| 124.00000 2604.00| 130.00000 2730.00 RIGHT OF WAY MARKER | | | 0034 616-02320 1288.000 SYS | 3.50000 4508.00| 3.00000 3864.00| 4.00000 5152.00 GEOTEXTILES | | | 0035 616-06405 842.000 TON | 36.00000 30312.00| 30.00000 25260.00| 38.00000 31996.00 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH | 745.00000 1490.00| 745.00000 1490.00| 850.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 0.550 TON | 1645.00000 904.75| 1645.00000 904.75| 1720.00000 946.00 FERTILIZER | | | 0038 621-06553 190.000 LBS | 7.45000 1415.50| 7.45000 1415.50| 8.00000 1520.00 SEED MIXTURE, R | | | 0039 621-06557 88.000 LBS | 5.00000 440.00| 5.00000 440.00| 7.00000 616.00 SEED MIXTURE, T | | | 0040 621-06565 4.400 TON | 490.00000 2156.00| 490.00000 2156.00| 520.00000 2288.00 MULCHING MATERIAL | | | 0041 621-06574 48.000 SYS | 56.00000 2688.00| 56.00000 2688.00| 65.00000 3120.00 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 400 -8 TABULATION OF BIDS ROUTE : 900 N CALL ORDER : 400 CONTRACT ID : B -30195-A COUNTIES : SULLIVAN LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1618530 |( 6 ) 35-1111003 |GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVI |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 622-52436 3.000 EACH | 32.00000 96.00| 32.00000 96.00| 45.00000 135.00 SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 60.000 EACH | 32.75000 1965.00| 32.75000 1965.00| 42.00000 2520.00 SEEDLING | | | 0044 628-09401 10.000 MOS | 1650.00000 16500.00| 2500.00000 25000.00| 2250.00000 22500.00 FIELD OFFICE, A | | | 0045 701-98647 664.000 LFT | 58.00000 38512.00| 100.00000 66400.00| 68.00000 45152.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 203 IN., 14 IN. | | | 0046 701-99086 18.000 EACH | 265.00000 4770.00| 150.00000 2700.00| 175.00000 3150.00 PILE TIP, STEEL SHELL | | | 0047 703-06029 39755.000 LBS | 1.05000 41742.75| 1.50000 59632.50| 2.20000 87461.00 REINFORCING BARS, EPOXY COATED | | | 0048 704-51002 168.700 CYS | 765.00000 129055.50| 750.00000 126525.00| 960.65000 162061.66 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-05733 4.000 EACH | 1400.00000 5600.00| 1750.00000 7000.00| 2650.00000 10600.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0050 706-51020 15.200 CYS | 575.00000 8740.00| 650.00000 9880.00| 650.00000 9880.00 CONCRETE, C, RAILING | | | 0051 707-06831 384.000 LFT | 520.00000 199680.00| 500.00000 192000.00| 430.00000 165120.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 42 IN. , 54" X 42" | | | 0052 709-51821 LUMP | 3000.00000 3000.00| 2832.00000 2832.00| 4600.00000 4600.00 SURFACE SEAL | | | 0053 711-51070 16.000 EACH | 110.00000 1760.00| 200.00000 3200.00| 45.00000 720.00 ANCHOR PLATE, AP 1 | | | 0054 715-05169 52.000 LFT | 45.00000 2340.00| 60.00000 3120.00| 25.00000 1300.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0055 715-05175 60.000 LFT | 65.00000 3900.00| 65.00000 3900.00| 45.00000 2700.00 PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0056 715-05407 110.000 LFT | 10.00000 1100.00| 20.00000 2200.00| 15.00000 1650.00 PIPE, END BENT DRAIN, 6 IN. | | | 0057 715-46005 2.000 EACH | 640.00000 1280.00| 600.00000 1200.00| 650.00000 1300.00 PIPE END SECTION, 15 IN. | | | 0058 715-46030 2.000 EACH | 800.00000 1600.00| 750.00000 1500.00| 785.00000 1570.00 PIPE END SECTION, 30 IN. | | | 0059 801-04308 4.000 EACH | 346.00000 1384.00| 345.00000 1380.00| 360.00000 1440.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06625 9.000 EACH | 89.00000 801.00| 89.00000 801.00| 92.00000 828.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 400 -9 TABULATION OF BIDS ROUTE : 900 N CALL ORDER : 400 CONTRACT ID : B -30195-A COUNTIES : SULLIVAN LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1618530 |( 6 ) 35-1111003 |GOHMANN ASPHALT & CONSTR INC |AMERICAN CONTRACTING & SERVI |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 801-06640 14.000 EACH | 125.00000 1750.00| 125.00000 1750.00| 145.00000 2030.00 CONSTRUCTION SIGN, A | | | 0062 801-07118 48.000 LFT | 8.50000 408.00| 8.50000 408.00| 12.00000 576.00 BARRICADE, III-A | | | 0063 801-07119 48.000 LFT | 9.75000 468.00| 9.75000 468.00| 14.00000 672.00 BARRICADE, III-B | | | 0064 802-05701 22.000 LFT | 10.96000 241.12| 13.50000 297.00| 16.00000 352.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0065 802-76025 10.000 SFT | 17.90000 179.00| 26.00000 260.00| 29.00000 290.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0066 808-06713 2000.000 LFT | 0.35000 700.00| 0.35000 700.00| 0.42000 840.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0067 808-06714 2000.000 LFT | 0.35000 700.00| 0.35000 700.00| 0.42000 840.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0068 205-06934 2.750 TON | 455.00000 1251.25| 455.00000 1251.25| 620.00000 1705.00 TEMPORARY MULCHING | | | 0069 801-06775 LUMP | 6114.50000 6114.50| 10000.00000 10000.00| 10146.25000 10146.25 MAINTAINING TRAFFIC | | | 0070 402-07435 259.000 TON | 84.12000 21787.08| 84.12000 21787.08| 98.00000 25382.00 HMA INTERMEDIATE, TYPE A | | | 0071 801-03290 4.000 EACH | 185.00000 740.00| 185.00000 740.00| 192.00000 768.00 CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 1,030,000.00| $ 1,088,180.89| $ 1,154,443.78 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,030,000.00| $ 1,088,180.89| $ 1,154,443.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 420 -1 VENDOR RANKING CALL ORDER : 420 CONTRACT ID : B -30979-A COUNTIES : WARRICK LETTING DATE : 09/04/08 10:00 AM DISTRICT : 66 CONTRACT TIME : 12/01/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9987021 0400444 9987022 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE INC $ 3,349,900.99 100.0000% 2 35-1057095 BLANKENBERGER BROTHERS INC $ 3,867,645.00 115.4555% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 4,650,000.00 138.8101% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 4,737,048.14 141.4086% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 420 -2 TABULATION OF BIDS ROUTE : CR 750 CALL ORDER : 420 CONTRACT ID : B -30979-A COUNTIES : WARRICK LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-2040801 |RAGLE INC |BLANKENBERGER BROTHERS INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 40000.00000 40000.00| 41800.00000 41800.00| 60000.00000 60000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 110-01001 LUMP | 167000.00000 167000.00| 193000.00000 193000.00| 232000.00000 232000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 83000.00000 83000.00| 96600.00000 96600.00| 116000.00000 116000.00 CLEARING RIGHT OF WAY | | | 0012 202-51330 LUMP | 25750.00000 25750.00| 7400.00000 7400.00| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0013 202-51330 LUMP | 5000.00000 5000.00| 4200.00000 4200.00| 19995.31000 19995.31 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0014 202-96133 36.100 LFT | 7.00000 252.70| 50.00000 1805.00| 100.00000 3610.00 PIPE, REMOVE | | | 0016 203-02020 31388.000 CYS | 4.00000 125552.00| 6.70000 210299.60| 17.00000 533596.00 EXCAVATION, UNCLASSIFIED | | | 0017 203-02070 1306.000 CYS | 10.00000 13060.00| 15.00000 19590.00| 30.00000 39180.00 BORROW | | | 0018 204-02290 5.000 EACH | 600.00000 3000.00| 820.00000 4100.00| 1400.00000 7000.00 SETTLEMENT PLATE | | | 0019 205-03371 156.000 CYS | 3.00000 468.00| 13.00000 2028.00| 14.00000 2184.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 420 -3 TABULATION OF BIDS ROUTE : CR 750 CALL ORDER : 420 CONTRACT ID : B -30979-A COUNTIES : WARRICK LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-2040801 |RAGLE INC |BLANKENBERGER BROTHERS INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06930 5.200 TON | 25.00000 130.00| 70.00000 364.00| 180.00000 936.00 SPLASHPAD, RIPRAP | | | 0021 205-06931 133.000 TON | 25.00000 3325.00| 42.00000 5586.00| 50.00000 6650.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06934 12.500 TON | 410.00000 5125.00| 410.00000 5125.00| 410.00000 5125.00 TEMPORARY MULCHING | | | 0023 205-06937 8170.000 LFT | 1.80000 14706.00| 1.40000 11438.00| 1.40000 11438.00 TEMPORARY SILT FENCE | | | 0024 205-06938 46.000 LFT | 20.00000 920.00| 38.41000 1766.86| 25.00000 1150.00 TEMPORARY SLOPE DRAIN | | | 0025 205-08594 5978.300 LFT | 4.82000 28815.41| 5.00000 29891.50| 5.00000 29891.50 FILTER SOCK , COMPOST | | | 0026 206-51220 388.000 CYS | 275.00000 106700.00| 27.30000 10592.40| 250.00000 97000.00 EXCAVATION, WET | | | 0027 206-51225 403.000 CYS | 9.00000 3627.00| 14.00000 5642.00| 15.00000 6045.00 EXCAVATION, DRY | | | 0028 207-08264 17301.000 SYS | 1.00000 17301.00| 5.25000 90830.25| 3.30000 57093.30 SUBGRADE TREATMENT, TYPE II | | | 0029 211-02050 12898.000 CYS | 15.00000 193470.00| 21.50000 277307.00| 18.50000 238613.00 B BORROW | | | 0030 211-06467 70.000 CYS | 50.00000 3500.00| 55.00000 3850.00| 80.00000 5600.00 AGGREGATE FOR END BENT BACKFILL | | | 0031 211-07454 911.000 CYS | 25.00000 22775.00| 27.00000 24597.00| 35.00000 31885.00 STRUCTURE BACKFILL | | | 0032 301-07448 6063.000 TON | 23.50000 142480.50| 26.50000 160669.50| 23.50000 142480.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 302-07455 36.000 CYS | 70.00000 2520.00| 74.00000 2664.00| 80.00000 2880.00 DENSE GRADED SUBBASE | | | 0034 303-07662 50.000 TON | 23.00000 1150.00| 34.00000 1700.00| 21.50000 1075.00 STONE , NO. 2 FOR CONSTRUCTION ENTRANCE | | | 0035 401-07320 1037.000 TON | 78.00000 80886.00| 78.00000 80886.00| 90.70000 94055.90 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0036 401-07389 3174.000 TON | 67.00000 212658.00| 67.00000 212658.00| 79.00000 250746.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0037 405-05517 20.000 TON | 0.01000 0.20| 0.01000 0.20| 800.00000 16000.00 ASPHALT FOR PRIME COAT | | | 0038 406-05520 4.000 TON | 580.00000 2320.00| 580.00000 2320.00| 700.00000 2800.00 ASPHALT FOR TACK COAT | | | 0039 601-01522 4.000 EACH | 1980.00000 7920.00| 1980.00000 7920.00| 2060.00000 8240.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 420 -4 TABULATION OF BIDS ROUTE : CR 750 CALL ORDER : 420 CONTRACT ID : B -30979-A COUNTIES : WARRICK LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-2040801 |RAGLE INC |BLANKENBERGER BROTHERS INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 601-01740 1.000 EACH | 1840.00000 1840.00| 1840.00000 1840.00| 1795.00000 1795.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0041 601-94689 7.000 EACH | 2400.00000 16800.00| 2400.00000 16800.00| 2395.00000 16765.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 1797.500 LFT | 18.00000 32355.00| 18.00000 32355.00| 16.90000 30377.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0043 609-06259 212.000 SYS | 60.00000 12720.00| 84.00000 17808.00| 125.00000 26500.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0044 610-07486 84.000 TON | 99.00000 8316.00| 99.00000 8316.00| 125.00000 10500.00 HMA FOR APPROACHES, TYPE A | | | 0045 611-06498 1.000 EACH | 205.00000 205.00| 205.00000 205.00| 230.00000 230.00 MAILBOX ASSEMBLY, DOUBLE | | | 0046 616-02320 1922.000 SYS | 2.50000 4805.00| 1.50000 2883.00| 2.50000 4805.00 GEOTEXTILES | | | 0047 616-05689 189.000 TON | 35.00000 6615.00| 37.00000 6993.00| 35.25000 6662.25 RIPRAP, CLASS 2 | | | 0048 616-06405 1037.000 TON | 35.00000 36295.00| 33.00000 34221.00| 35.25000 36554.25 RIPRAP, REVETMENT | | | 0049 621-01004 6.000 EACH | 550.00000 3300.00| 550.00000 3300.00| 550.00000 3300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-02318 62.730 LBS | 35.00000 2195.55| 35.00000 2195.55| 35.00000 2195.55 SEED MIXTURE, PRAIRIE GRASS , | | | WET-TO-MESIC | | | 0051 621-02468 1334.460 LBS | 4.00000 5337.84| 4.00000 5337.84| 4.00000 5337.84 SEED MIXTURE, GRASS, 1 , ANNUAL RYE | | | GRASS | | | 0052 621-02770 59.800 SYS | 2.00000 119.60| 2.00000 119.60| 2.00000 119.60 EROSION CONTROL BLANKET , PERMANENT | | | 0053 621-06545 7.350 TON | 750.00000 5512.50| 750.00000 5512.50| 750.00000 5512.50 FERTILIZER | | | 0054 621-06553 801.000 LBS | 2.75000 2202.75| 2.75000 2202.75| 2.75000 2202.75 SEED MIXTURE, R | | | 0055 621-06557 716.000 LBS | 1.90000 1360.40| 1.90000 1360.40| 1.90000 1360.40 SEED MIXTURE, T | | | 0056 621-06565 43.380 TON | 410.00000 17785.80| 410.00000 17785.80| 410.00000 17785.80 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 420 -5 TABULATION OF BIDS ROUTE : CR 750 CALL ORDER : 420 CONTRACT ID : B -30979-A COUNTIES : WARRICK LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-2040801 |RAGLE INC |BLANKENBERGER BROTHERS INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 621-06567 7504.000 kGAL | 5.00000 37520.00| 5.00000 37520.00| 5.00000 37520.00 WATER | | | 0058 621-06574 921.000 SYS | 5.00000 4605.00| 4.25000 3914.25| 4.00000 3684.00 SODDING | | | 0059 621-06575 264.000 SYS | 5.00000 1320.00| 4.25000 1122.00| 4.00000 1056.00 SODDING, NURSERY | | | 0060 621-52448 11.000 EACH | 30.00000 330.00| 30.00000 330.00| 30.00000 330.00 SIGN, DO NOT SPRAY , OR MOW | | | 0061 622-91786 3500.000 EACH | 42.00000 147000.00| 42.00000 147000.00| 42.00000 147000.00 SEEDLING , 3-GALLON CONTAINER GROWN | | | 0062 622-91786 10325.000 EACH | 4.50000 46462.50| 4.50000 46462.50| 4.50000 46462.50 SEEDLING , BARE ROOT | | | 0063 624-92647 10.850 ACRE | 650.00000 7052.50| 650.00000 7052.50| 650.00000 7052.50 HERBICIDE TREATMENT | | | 0064 628-09402 20.000 MOS | 1000.00000 20000.00| 2850.00000 57000.00| 1600.00000 32000.00 FIELD OFFICE, B | | | 0065 701-51195 1660.000 LFT | 50.00000 83000.00| 76.00000 126160.00| 64.00000 106240.00 PILE, STEEL H, HP 12 X 53 | | | 0066 701-91792 50.000 EACH | 250.00000 12500.00| 135.00000 6750.00| 115.00000 5750.00 PILE TIP, STEEL H | | | 0067 702-51005 240.000 CYS | 900.00000 216000.00| 960.00000 230400.00| 700.00000 168000.00 CONCRETE, A, SUBSTRUCTURE | | | 0068 702-51015 102.000 CYS | 900.00000 91800.00| 1525.00000 155550.00| 600.00000 61200.00 CONCRETE, B, FOOTINGS | | | 0069 703-51030 44530.000 LBS | 1.20000 53436.00| 1.00000 44530.00| 1.10000 48983.00 REINFORCING STEEL | | | 0070 703-51032 86778.000 LBS | 1.20000 104133.60| 1.12000 97191.36| 1.20000 104133.60 REINFORCING STEEL, EPOXY COATED | | | 0071 704-51002 213.000 CYS | 600.00000 127800.00| 710.00000 151230.00| 650.00000 138450.00 CONCRETE, C, SUPERSTRUCTURE | | | 0072 706-06341 430.000 LFT | 114.00000 49020.00| 114.00000 49020.00| 104.00000 44720.00 RAILING, PF-2 | | | 0073 706-06352 4.000 EACH | 1250.00000 5000.00| 2300.00000 9200.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0074 706-51020 20.000 CYS | 950.00000 19000.00| 620.00000 12400.00| 550.00000 11000.00 CONCRETE, C, RAILING | | | 0075 707-05984 800.000 LFT | 272.00000 217600.00| 290.00000 232000.00| 355.00000 284000.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 420 -6 TABULATION OF BIDS ROUTE : CR 750 CALL ORDER : 420 CONTRACT ID : B -30979-A COUNTIES : WARRICK LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-2040801 |RAGLE INC |BLANKENBERGER BROTHERS INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 709-51821 LUMP | 5637.02000 5637.02| 5637.02000 5637.02| 5637.02000 5637.02 SURFACE SEAL | | | 0077 714-07022 195.000 LFT | 2050.00000 399750.00| 2125.00000 414375.00| 4200.00000 819000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 20 FT. X 6 FT. | | | 0078 714-93637 30.000 LFT | 500.00000 15000.00| 430.00000 12900.00| 610.00000 18300.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 2 FT.6 IN | | | 0080 715-05121 308.000 LFT | 35.00000 10780.00| 40.00000 12320.00| 39.00000 12012.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0081 715-05123 65.000 LFT | 40.00000 2600.00| 49.00000 3185.00| 58.00000 3770.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0082 715-05125 43.000 LFT | 45.00000 1935.00| 62.00000 2666.00| 71.00000 3053.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0083 715-05128 160.000 LFT | 100.00000 16000.00| 103.00000 16480.00| 88.00000 14080.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0084 715-05151 100.000 LFT | 30.00000 3000.00| 85.00000 8500.00| 33.00000 3300.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0085 715-05407 124.000 LFT | 12.00000 1488.00| 13.00000 1612.00| 8.00000 992.00 PIPE, END BENT DRAIN, 6 IN. | | | 0086 715-05439 200.000 LFT | 13.00000 2600.00| 14.00000 2800.00| 26.00000 5200.00 PIPE, DRAINTILE TERMINAL SECTION, 6 IN | | | 0087 715-05440 200.000 LFT | 15.00000 3000.00| 16.00000 3200.00| 27.00000 5400.00 PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | | 0088 715-05442 200.000 LFT | 17.00000 3400.00| 18.00000 3600.00| 28.00000 5600.00 PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | | 0089 715-46005 4.000 EACH | 250.00000 1000.00| 280.00000 1120.00| 400.00000 1600.00 PIPE END SECTION, 15 IN. | | | 0090 715-46010 14.000 EACH | 275.00000 3850.00| 340.00000 4760.00| 450.00000 6300.00 PIPE END SECTION, 18 IN. | | | 0091 715-46020 2.000 EACH | 400.00000 800.00| 530.00000 1060.00| 700.00000 1400.00 PIPE END SECTION, 24 IN. | | | 0092 715-46030 2.000 EACH | 450.00000 900.00| 770.00000 1540.00| 900.00000 1800.00 PIPE END SECTION, 30 IN. | | | 0093 724-51925 80.000 LFT | 120.00000 9600.00| 120.00000 9600.00| 200.00000 16000.00 STRUCTURAL EXPANSION JOINT, SS | | | 0094 801-03290 4.000 EACH | 395.00000 1580.00| 395.00000 1580.00| 475.00000 1900.00 CONSTRUCTION SIGN, C | | | 0095 801-04308 2.000 EACH | 595.00000 1190.00| 595.00000 1190.00| 395.00000 790.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 420 -7 TABULATION OF BIDS ROUTE : CR 750 CALL ORDER : 420 CONTRACT ID : B -30979-A COUNTIES : WARRICK LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1057095 |( 3 ) 35-2040801 |RAGLE INC |BLANKENBERGER BROTHERS INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 801-07118 30.000 LFT | 25.00000 750.00| 25.00000 750.00| 25.00000 750.00 BARRICADE, III-A | | | 0097 804-06770 136.000 EACH | 1.00000 136.00| 25.00000 3400.00| 31.30000 4256.80 DELINEATOR POST | | | 0098 807-04988 17.000 EACH | 149.00000 2533.00| 150.00000 2550.00| 275.00000 4675.00 BOX , EASTERN BLUEBIRD | | | 0099 808-03631 538.000 LFT | 4.75000 2555.50| 4.75000 2555.50| 4.75000 2555.50 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0100 808-03632 538.000 LFT | 4.75000 2555.50| 4.75000 2555.50| 4.75000 2555.50 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0101 808-06703 9662.000 LFT | 0.38000 3671.56| 0.38000 3671.56| 0.42000 4058.04 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0102 808-75245 9662.000 LFT | 0.38000 3671.56| 0.38000 3671.56| 0.42000 4058.04 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0103 203-02000 14806.000 CYS | 9.00000 133254.00| 16.75000 248000.50| 12.55000 185815.30 EXCAVATION, COMMON , WETLAND | | | 0104 715-06004 2.000 EACH | 950.00000 1900.00| 830.00000 1660.00| 3140.00000 6280.00 CONCRETE ANCHOR, 48 IN. | | | SECTION TOTALS | $ 3,349,900.99| $ 3,867,645.00| $ 4,650,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,349,900.99| $ 3,867,645.00| $ 4,650,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 420 -8 TABULATION OF BIDS ROUTE : CR 750 CALL ORDER : 420 CONTRACT ID : B -30979-A COUNTIES : WARRICK LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1009310 |( ) |( ) |DEIG BROTHERS LUMBER & CONST | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 73000.00000 73000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0005 109-08442 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0010 110-01001 LUMP | 236000.00000 236000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 383240.00000 383240.00| | CLEARING RIGHT OF WAY | | | 0012 202-51330 LUMP | 26255.00000 26255.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0013 202-51330 LUMP | 5400.00000 5400.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0014 202-96133 36.100 LFT | 100.00000 3610.00| | PIPE, REMOVE | | | 0016 203-02020 31388.000 CYS | 13.80000 433154.40| | EXCAVATION, UNCLASSIFIED | | | 0017 203-02070 1306.000 CYS | 27.00000 35262.00| | BORROW | | | 0018 204-02290 5.000 EACH | 814.00000 4070.00| | SETTLEMENT PLATE | | | 0019 205-03371 156.000 CYS | 44.50000 6942.00| | SEDIMENT, REMOVE | | | 0020 205-06930 5.200 TON | 146.25000 760.50| | SPLASHPAD, RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 420 -9 TABULATION OF BIDS ROUTE : CR 750 CALL ORDER : 420 CONTRACT ID : B -30979-A COUNTIES : WARRICK LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1009310 |( ) |( ) |DEIG BROTHERS LUMBER & CONST | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 205-06931 133.000 TON | 66.00000 8778.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06934 12.500 TON | 440.00000 5500.00| | TEMPORARY MULCHING | | | 0023 205-06937 8170.000 LFT | 1.70000 13889.00| | TEMPORARY SILT FENCE | | | 0024 205-06938 46.000 LFT | 59.00000 2714.00| | TEMPORARY SLOPE DRAIN | | | 0025 205-08594 5978.300 LFT | 6.35000 37962.21| | FILTER SOCK , COMPOST | | | 0026 206-51220 388.000 CYS | 76.00000 29488.00| | EXCAVATION, WET | | | 0027 206-51225 403.000 CYS | 47.50000 19142.50| | EXCAVATION, DRY | | | 0028 207-08264 17301.000 SYS | 3.75000 64878.75| | SUBGRADE TREATMENT, TYPE II | | | 0029 211-02050 12898.000 CYS | 17.85000 230229.30| | B BORROW | | | 0030 211-06467 70.000 CYS | 58.75000 4112.50| | AGGREGATE FOR END BENT BACKFILL | | | 0031 211-07454 911.000 CYS | 38.90000 35437.90| | STRUCTURE BACKFILL | | | 0032 301-07448 6063.000 TON | 27.50000 166732.50| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 302-07455 36.000 CYS | 61.00000 2196.00| | DENSE GRADED SUBBASE | | | 0034 303-07662 50.000 TON | 49.00000 2450.00| | STONE , NO. 2 FOR CONSTRUCTION ENTRANCE | | | 0035 401-07320 1037.000 TON | 82.70000 85759.90| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0036 401-07389 3174.000 TON | 72.30000 229480.20| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0037 405-05517 20.000 TON | 3.00000 60.00| | ASPHALT FOR PRIME COAT | | | 0038 406-05520 4.000 TON | 650.00000 2600.00| | ASPHALT FOR TACK COAT | | | 0039 601-01522 4.000 EACH | 2195.00000 8780.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0040 601-01740 1.000 EACH | 2430.00000 2430.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 420 -10 TABULATION OF BIDS ROUTE : CR 750 CALL ORDER : 420 CONTRACT ID : B -30979-A COUNTIES : WARRICK LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1009310 |( ) |( ) |DEIG BROTHERS LUMBER & CONST | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 601-94689 7.000 EACH | 2890.00000 20230.00| | GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 1797.500 LFT | 18.60000 33433.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0043 609-06259 212.000 SYS | 78.00000 16536.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0044 610-07486 84.000 TON | 108.00000 9072.00| | HMA FOR APPROACHES, TYPE A | | | 0045 611-06498 1.000 EACH | 315.00000 315.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0046 616-02320 1922.000 SYS | 2.60000 4997.20| | GEOTEXTILES | | | 0047 616-05689 189.000 TON | 49.50000 9355.50| | RIPRAP, CLASS 2 | | | 0048 616-06405 1037.000 TON | 40.50000 41998.50| | RIPRAP, REVETMENT | | | 0049 621-01004 6.000 EACH | 600.00000 3600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-02318 62.730 LBS | 36.00000 2258.28| | SEED MIXTURE, PRAIRIE GRASS , | | | WET-TO-MESIC | | | 0051 621-02468 1334.460 LBS | 4.00000 5337.84| | SEED MIXTURE, GRASS, 1 , ANNUAL RYE | | | GRASS | | | 0052 621-02770 59.800 SYS | 3.50000 209.30| | EROSION CONTROL BLANKET , PERMANENT | | | 0053 621-06545 7.350 TON | 800.00000 5880.00| | FERTILIZER | | | 0054 621-06553 801.000 LBS | 3.00000 2403.00| | SEED MIXTURE, R | | | 0055 621-06557 716.000 LBS | 2.00000 1432.00| | SEED MIXTURE, T | | | 0056 621-06565 43.380 TON | 440.00000 19087.20| | MULCHING MATERIAL | | | 0057 621-06567 7504.000 kGAL | 5.00000 37520.00| | WATER | | | 0058 621-06574 921.000 SYS | 4.30000 3960.30| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 420 -11 TABULATION OF BIDS ROUTE : CR 750 CALL ORDER : 420 CONTRACT ID : B -30979-A COUNTIES : WARRICK LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1009310 |( ) |( ) |DEIG BROTHERS LUMBER & CONST | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 621-06575 264.000 SYS | 4.30000 1135.20| | SODDING, NURSERY | | | 0060 621-52448 11.000 EACH | 35.00000 385.00| | SIGN, DO NOT SPRAY , OR MOW | | | 0061 622-91786 3500.000 EACH | 44.50000 155750.00| | SEEDLING , 3-GALLON CONTAINER GROWN | | | 0062 622-91786 10325.000 EACH | 4.90000 50592.50| | SEEDLING , BARE ROOT | | | 0063 624-92647 10.850 ACRE | 560.00000 6076.00| | HERBICIDE TREATMENT | | | 0064 628-09402 20.000 MOS | 1680.00000 33600.00| | FIELD OFFICE, B | | | 0065 701-51195 1660.000 LFT | 84.00000 139440.00| | PILE, STEEL H, HP 12 X 53 | | | 0066 701-91792 50.000 EACH | 125.00000 6250.00| | PILE TIP, STEEL H | | | 0067 702-51005 240.000 CYS | 730.00000 175200.00| | CONCRETE, A, SUBSTRUCTURE | | | 0068 702-51015 102.000 CYS | 526.00000 53652.00| | CONCRETE, B, FOOTINGS | | | 0069 703-51030 44530.000 LBS | 1.48000 65904.40| | REINFORCING STEEL | | | 0070 703-51032 86778.000 LBS | 1.62000 140580.36| | REINFORCING STEEL, EPOXY COATED | | | 0071 704-51002 213.000 CYS | 741.00000 157833.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0072 706-06341 430.000 LFT | 124.00000 53320.00| | RAILING, PF-2 | | | 0073 706-06352 4.000 EACH | 2075.00000 8300.00| | CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-2 | | | 0074 706-51020 20.000 CYS | 483.00000 9660.00| | CONCRETE, C, RAILING | | | 0075 707-05984 800.000 LFT | 322.00000 257600.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0076 709-51821 LUMP | 6750.00000 6750.00| | SURFACE SEAL | | | 0077 714-07022 195.000 LFT | 3268.00000 637260.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 20 FT. X 6 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 420 -12 TABULATION OF BIDS ROUTE : CR 750 CALL ORDER : 420 CONTRACT ID : B -30979-A COUNTIES : WARRICK LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1009310 |( ) |( ) |DEIG BROTHERS LUMBER & CONST | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 714-93637 30.000 LFT | 545.00000 16350.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 2 FT.6 IN | | | 0080 715-05121 308.000 LFT | 51.75000 15939.00| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0081 715-05123 65.000 LFT | 84.00000 5460.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0082 715-05125 43.000 LFT | 94.00000 4042.00| | PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0083 715-05128 160.000 LFT | 202.00000 32320.00| | PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0084 715-05151 100.000 LFT | 49.50000 4950.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0085 715-05407 124.000 LFT | 15.00000 1860.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0086 715-05439 200.000 LFT | 9.75000 1950.00| | PIPE, DRAINTILE TERMINAL SECTION, 6 IN | | | 0087 715-05440 200.000 LFT | 10.00000 2000.00| | PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | | 0088 715-05442 200.000 LFT | 10.00000 2000.00| | PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | | 0089 715-46005 4.000 EACH | 530.00000 2120.00| | PIPE END SECTION, 15 IN. | | | 0090 715-46010 14.000 EACH | 560.00000 7840.00| | PIPE END SECTION, 18 IN. | | | 0091 715-46020 2.000 EACH | 690.00000 1380.00| | PIPE END SECTION, 24 IN. | | | 0092 715-46030 2.000 EACH | 785.00000 1570.00| | PIPE END SECTION, 30 IN. | | | 0093 724-51925 80.000 LFT | 150.00000 12000.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0094 801-03290 4.000 EACH | 440.00000 1760.00| | CONSTRUCTION SIGN, C | | | 0095 801-04308 2.000 EACH | 835.00000 1670.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0096 801-07118 30.000 LFT | 30.00000 900.00| | BARRICADE, III-A | | | 0097 804-06770 136.000 EACH | 23.00000 3128.00| | DELINEATOR POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 420 -13 TABULATION OF BIDS ROUTE : CR 750 CALL ORDER : 420 CONTRACT ID : B -30979-A COUNTIES : WARRICK LETTING DATE : 09/04/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1009310 |( ) |( ) |DEIG BROTHERS LUMBER & CONST | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 807-04988 17.000 EACH | 185.00000 3145.00| | BOX , EASTERN BLUEBIRD | | | 0099 808-03631 538.000 LFT | 5.10000 2743.80| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0100 808-03632 538.000 LFT | 5.10000 2743.80| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0101 808-06703 9662.000 LFT | 0.45000 4347.90| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0102 808-75245 9662.000 LFT | 0.45000 4347.90| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0103 203-02000 14806.000 CYS | 17.50000 259105.00| | EXCAVATION, COMMON , WETLAND | | | 0104 715-06004 2.000 EACH | 2070.00000 4140.00| | CONCRETE ANCHOR, 48 IN. | | | SECTION TOTALS | $ 4,737,048.14| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,737,048.14| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 440 -1 VENDOR RANKING CALL ORDER : 440 CONTRACT ID : M -30601-A COUNTIES : ADAMS LETTING DATE : 09/04/08 10:00 AM DISTRICT : 62 CONTRACT TIME : 11/15/08 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710969 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 24,231.00 100.0000% 2 35-1817530 PIONEER ASSOCIATES INC $ 37,483.00 154.6903% 3 35-1374866 PRIMCO INC $ 44,623.15 184.1573% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 440 -2 TABULATION OF BIDS ROUTE : 27 CALL ORDER : 440 CONTRACT ID : M -30601-A COUNTIES : ADAMS LETTING DATE : 09/04/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1817530 |( 3 ) 35-1374866 |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC |PRIMCO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 STORM SEWER REPLACEMENT | | | 0001 105-08520 1.000 EACH | 10.00000 10.00| 225.00000 225.00| 500.00000 500.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 2.000 MOS | 10.00000 20.00| 145.00000 290.00| 525.00000 1050.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 1200.00000 1200.00| 2500.00000 2500.00| 3248.00000 3248.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 211-09265 59.000 CYS | 25.00000 1475.00| 110.00000 6490.00| 18.00000 1062.00 STRUCTURE BACKFILL, TYPE 2 | | | 0015 605-06090 22.000 LFT | 10.00000 220.00| 75.00000 1650.00| 100.00000 2200.00 CURB, INTEGRAL, CONCRETE | | | 0018 715-05149 23.000 LFT | 190.00000 4370.00| 220.00000 5060.00| 200.00000 4600.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0019 715-05152 22.000 LFT | 125.00000 2750.00| 220.00000 4840.00| 220.00000 4840.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0020 715-08283 18.000 SYS | 110.00000 1980.00| 130.00000 2340.00| 200.00000 3600.00 PCCP FOR STRUCTURE INSTALLATION | | | 0022 720-96995 1.000 EACH | 125.00000 125.00| 750.00000 750.00| 1000.00000 1000.00 CLEAN INLET | | | 0023 720-99315 1.000 EACH | 125.00000 125.00| 2300.00000 2300.00| 1200.00000 1200.00 CLEAN EXISTING CATCH BASINS | | | 0024 801-03290 5.000 EACH | 95.00000 475.00| 245.00000 1225.00| 95.00000 475.00 CONSTRUCTION SIGN, C | | | 0025 801-06640 21.000 EACH | 25.00000 525.00| 98.00000 2058.00| 25.00000 525.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 440 -3 TABULATION OF BIDS ROUTE : 27 CALL ORDER : 440 CONTRACT ID : M -30601-A COUNTIES : ADAMS LETTING DATE : 09/04/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1817530 |( 3 ) 35-1374866 |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC |PRIMCO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0026 801-06710 30.000 DAY | 0.01000 0.30| 15.00000 450.00| 20.75000 622.50 FLASHING ARROW SIGN | | | 0027 801-06775 LUMP | 10086.10000 10086.10| 5000.00000 5000.00| 6870.65000 6870.65 MAINTAINING TRAFFIC | | | 0029 801-92448 60.000 DAY | 0.01000 0.60| 7.50000 450.00| 32.75000 1965.00 CONSTRUCTION SIGNS, MOBILE | | | 0035 628-09408 2.000 MOS | 350.00000 700.00| 670.00000 1340.00| 4440.00000 8880.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0036 628-09409 2.000 MOS | 82.00000 164.00| 255.00000 510.00| 990.00000 1980.00 MOBILE INTERNET SERVICE , 1 EACH | | | SECTION TOTALS | $ 24,231.00| $ 37,483.00| $ 44,623.15 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 24,231.00| $ 37,483.00| $ 44,623.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 470 -1 VENDOR RANKING CALL ORDER : 470 CONTRACT ID : M -31116-A COUNTIES : MONROE LETTING DATE : 09/04/08 10:00 AM DISTRICT : 65 CONTRACT TIME : 11/17/08 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0800461 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA DAVE CONTRACTOR $ 428,314.00 100.0000% 2 35-1418333 ROGERS GROUP INC $ 451,512.30 105.4162% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 470 -2 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 470 CONTRACT ID : M -31116-A COUNTIES : MONROE LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1418333 |( ) |O`MARA DAVE CONTRACTOR |ROGERS GROUP INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 19000.00000 19000.00| 18000.00000 18000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-94749 525.000 LFT | 1.00000 525.00| 2.50000 1312.50| CURB, ASPHALT, REMOVE | | | 0008 304-07490 100.000 TON | 120.00000 12000.00| 115.00000 11500.00| HMA PATCHING, TYPE B | | | 0009 306-08034 26850.000 SYS | 2.50000 67125.00| 2.10000 56385.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0010 306-08043 100.000 SYS | 2.50000 250.00| 17.00000 1700.00| MILLING, TRANSITION | | | 0011 306-08432 340.000 SYS | 2.50000 850.00| 10.00000 3400.00| MILLING, APPROACH | | | 0012 402-07433 3228.000 TON | 85.50000 275994.00| 89.00000 287292.00| HMA SURFACE, TYPE B | | | 0013 406-05520 10.400 TON | 480.00000 4992.00| 600.00000 6240.00| ASPHALT FOR TACK COAT | | | 0014 605-05523 650.000 LFT | 5.00000 3250.00| 9.00000 5850.00| CURB, HMA | | | 0015 615-97768 40.000 EACH | 15.00000 600.00| 50.00000 2000.00| PARKING BARRIER, RESET | | | 0016 628-09401 4.000 MOS | 1800.00000 7200.00| 3200.00000 12800.00| FIELD OFFICE, A | | | 0017 628-09407 2.000 MOS | 350.00000 700.00| 200.00000 400.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0018 720-44000 5.000 EACH | 500.00000 2500.00| 825.00000 4125.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 470 -3 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 470 CONTRACT ID : M -31116-A COUNTIES : MONROE LETTING DATE : 09/04/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1418333 |( ) |O`MARA DAVE CONTRACTOR |ROGERS GROUP INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-03290 20.000 EACH | 315.00000 6300.00| 275.00000 5500.00| CONSTRUCTION SIGN, C | | | 0020 801-06203 100.000 LFT | 1.00000 100.00| 1.70000 170.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0021 801-06207 100.000 LFT | 2.00000 200.00| 4.75000 475.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0022 801-06640 40.000 EACH | 175.00000 7000.00| 115.00000 4600.00| CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP | 6000.00000 6000.00| 21000.00000 21000.00| MAINTAINING TRAFFIC | | | 0024 805-78470 500.000 LFT | 3.00000 1500.00| 0.30000 150.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0025 805-78510 50.000 LFT | 4.00000 200.00| 2.80000 140.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0026 805-78795 160.000 LFT | 19.00000 3040.00| 8.90000 1424.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0027 808-05929 44.000 LFT | 5.00000 220.00| 2.50000 110.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0028 808-06713 6485.000 LFT | 0.50000 3242.50| 0.30000 1945.50| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0029 808-06714 785.000 LFT | 0.50000 392.50| 0.30000 235.50| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0030 808-09314 1650.000 LFT | 0.50000 825.00| 1.00000 1650.00| LINE, PAINT, SOLID, BLUE, 4 IN. | | | 0031 808-75297 82.000 LFT | 12.00000 984.00| 5.90000 483.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0032 808-75320 12.000 EACH | 150.00000 1800.00| 60.00000 720.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0033 808-97222 38.000 EACH | 40.00000 1520.00| 50.00000 1900.00| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 428,314.00| $ 451,512.30| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 428,314.00| $ 451,512.30| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 500 -1 VENDOR RANKING CALL ORDER : 500 CONTRACT ID : T -29389-B COUNTIES : MARION LETTING DATE : 09/04/08 10:00 AM DISTRICT : 63 CONTRACT TIME : 11/02/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949091 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 JAMES H DREW CORPORATION $ 1,696,587.08 100.0000% 2 74-2851603 QUANTA SERVICES INC $ 1,743,178.35 102.7462% 3 35-0392360 HOOSIER COMPANY INC THE $ 1,873,697.31 110.4392% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 500 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 500 CONTRACT ID : T -29389-B COUNTIES : MARION LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 74-2851603 |( 3 ) 35-0392360 |JAMES H DREW CORPORATION |QUANTA SERVICES INC |HOOSIER COMPANY INC THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL MAINTENANCE | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 27428.63000 27428.63| 85000.00000 85000.00| 60160.24000 60160.24 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-01300 17.000 EACH | 1885.16000 32047.72| 1500.00000 25500.00| 3441.31000 58502.27 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 202-02278 499.000 LFT | 20.46000 10209.54| 18.00000 8982.00| 18.83000 9396.17 CURB, CONCRETE, REMOVE | | | 0009 202-52710 467.000 SYS | 30.68000 14327.56| 27.00000 12609.00| 30.70000 14336.90 SIDEWALK, CONCRETE, REMOVE | | | 0010 203-02000 207.000 CYS | 68.18000 14113.26| 60.00000 12420.00| 63.46000 13136.22 EXCAVATION, COMMON | | | 0011 211-02050 24.000 CYS | 56.82000 1363.68| 50.00000 1200.00| 53.06000 1273.44 B BORROW | | | 0012 402-07433 16.000 TON | 357.97000 5727.52| 375.00000 6000.00| 296.49000 4743.84 HMA SURFACE, TYPE B | | | 0013 604-07894 39.000 SYS | 190.92000 7445.88| 168.00000 6552.00| 175.33000 6837.87 CURB RAMP, CONCRETE, A | | | 0014 604-07896 29.000 SYS | 215.92000 6261.68| 190.00000 5510.00| 202.25000 5865.25 CURB RAMP, CONCRETE, B | | | 0015 604-07898 62.000 SYS | 244.33000 15148.46| 215.00000 13330.00| 226.37000 14034.94 CURB RAMP, CONCRETE, D | | | 0016 604-07900 82.000 SYS | 195.46000 16027.72| 172.00000 14104.00| 181.23000 14860.86 CURB RAMP, CONCRETE, F | | | 0017 604-07901 53.000 SYS | 238.64000 12647.92| 210.00000 11130.00| 221.45000 11736.85 CURB RAMP, CONCRETE, G | | | 0018 604-07902 16.000 SYS | 225.01000 3600.16| 198.00000 3168.00| 213.46000 3415.36 CURB RAMP, CONCRETE, H | | | 0019 604-07903 20.000 SYS | 190.92000 3818.40| 168.00000 3360.00| 177.84000 3556.80 CURB RAMP, CONCRETE, K | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 500 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 500 CONTRACT ID : T -29389-B COUNTIES : MARION LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 74-2851603 |( 3 ) 35-0392360 |JAMES H DREW CORPORATION |QUANTA SERVICES INC |HOOSIER COMPANY INC THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 604-91531 371.000 SYS | 68.18000 25294.78| 60.00000 22260.00| 67.93000 25202.03 SIDEWALK, CONCRETE, 4 IN. | | | 0021 605-06120 650.000 LFT | 38.64000 25116.00| 34.00000 22100.00| 35.37000 22990.50 CURB, CONCRETE | | | 0022 610-07487 15.000 TON | 337.51000 5062.65| 1100.00000 16500.00| 295.45000 4431.75 HMA FOR APPROACHES, TYPE B | | | 0023 621-06570 24.000 CYS | 93.18000 2236.32| 82.00000 1968.00| 86.35000 2072.40 TOP SOIL | | | 0024 621-06574 143.000 SYS | 20.28000 2900.04| 17.85000 2552.55| 20.81000 2975.83 SODDING | | | 0025 628-09401 12.000 MOS | 1657.13000 19885.56| 1250.00000 15000.00| 1307.89000 15694.68 FIELD OFFICE, A | | | 0026 715-06690 34.000 LFT | 96.59000 3284.06| 85.00000 2890.00| 84.26000 2864.84 PIPE, RCP, III, D0.01=1500, 12 IN. | | | 0027 720-44015 1.000 EACH | 1079.58000 1079.58| 950.00000 950.00| 1014.29000 1014.29 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | , WITH SOLID COVER | | | 0028 720-45005 1.000 EACH | 2045.52000 2045.52| 1800.00000 1800.00| 1924.56000 1924.56 INLET, A2 , WITH SOLID COVER | | | 0029 720-45265 1.000 EACH | 2841.00000 2841.00| 2500.00000 2500.00| 2132.62000 2132.62 PIPE CATCH BASIN, 15 IN. | | | 0030 722-60824 190.000 SYS | 32.05000 6089.50| 16.84000 3199.60| 32.25000 6127.50 SURFACE MILLING | | | 0031 801-03290 4.000 EACH | 125.00000 500.00| 350.00000 1400.00| 260.08000 1040.32 CONSTRUCTION SIGN, C | | | 0032 801-06640 66.000 EACH | 284.10000 18750.60| 218.00000 14388.00| 192.46000 12702.36 CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP | 18100.17000 18100.17| 15000.00000 15000.00| 29302.47000 29302.47 MAINTAINING TRAFFIC | | | 0034 805-01816 11.000 EACH | 1405.57000 15461.27| 1250.00000 13750.00| 1532.03000 16852.33 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0035 805-01842 48.000 EACH | 856.29000 41101.92| 850.00000 40800.00| 1066.39000 51186.72 HANDHOLE, SIGNAL | | | 0036 805-01879 17.000 EACH | 883.79000 15024.43| 560.00000 9520.00| 436.91000 7427.47 SIGNAL SERVICE, INSTALL , WITH METER | | | BASE | | | 0037 805-02036 2.000 EACH | 2143.41000 4286.82| 2500.00000 5000.00| 2423.85000 4847.70 SIGNAL CANTILEVER STRUCTURE, 15 FT. ARM | | | , ALUMINUM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 500 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 500 CONTRACT ID : T -29389-B COUNTIES : MARION LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 74-2851603 |( 3 ) 35-0392360 |JAMES H DREW CORPORATION |QUANTA SERVICES INC |HOOSIER COMPANY INC THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 805-02037 1.000 EACH | 4101.52000 4101.52| 4750.00000 4750.00| 4805.21000 4805.21 SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | AND 30 FT. ARM, ALUMINUM | | | 0039 805-02037 1.000 EACH | 4490.89000 4490.89| 5180.00000 5180.00| 5217.21000 5217.21 SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | AND 35 FT. ARM, ALUMINUM | | | 0040 805-02037 1.000 EACH | 3026.52000 3026.52| 3380.00000 3380.00| 3373.92000 3373.92 SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | COMBINTATION, ALUMINUM | | | 0041 805-02069 3.000 EACH | 2604.25000 7812.75| 3000.00000 9000.00| 3068.65000 9205.95 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | , ALUMINUM | | | 0042 805-02069 1.000 EACH | 3210.86000 3210.86| 3580.00000 3580.00| 3736.72000 3736.72 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | COMBINATION, ALUMINUM | | | 0043 805-02072 4.000 EACH | 3201.46000 12805.84| 3570.00000 14280.00| 3513.29000 14053.16 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | , ALUMINUM | | | 0044 805-02073 3.000 EACH | 3590.82000 10772.46| 4215.00000 12645.00| 3925.29000 11775.87 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | , ALUMINUM | | | 0045 805-02073 1.000 EACH | 4560.49000 4560.49| 5250.00000 5250.00| 4800.79000 4800.79 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | COMBINATION, ALUMINUM | | | 0046 805-02087 LUMP | 2804.75000 2804.75| 2440.00000 2440.00| 3283.23000 3283.23 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0047 805-02152 38.000 EACH | 587.09000 22309.42| 635.00000 24130.00| 703.76000 26742.88 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. LED, | | | COUNTDOWN TIMER | | | 0048 805-02439 10.000 EACH | 337.42000 3374.20| 250.00000 2500.00| 526.10000 5261.00 CONDUIT RISER, GALVANIZED, 2 IN. | | | 0049 805-02457 113.000 EACH | 567.82000 64163.66| 730.00000 82490.00| 376.30000 42521.90 LOOP DETECTOR, QUADRAPOLE, 6 FT. X 20 | | | FT. | | | 0050 805-02650 11.000 EACH | 731.71000 8048.81| 320.00000 3520.00| 282.43000 3106.73 LOOP DETECTOR, 6 FT. X 6 FT. | | | 0051 805-02660 2.000 EACH | 5103.43000 10206.86| 5000.00000 10000.00| 5069.99000 10139.98 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 5 FACE, 12 IN. RED, AMBER, | | | GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 500 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 500 CONTRACT ID : T -29389-B COUNTIES : MARION LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 74-2851603 |( 3 ) 35-0392360 |JAMES H DREW CORPORATION |QUANTA SERVICES INC |HOOSIER COMPANY INC THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 805-02855 6.000 EACH | 1327.58000 7965.48| 1125.00000 6750.00| 1069.06000 6414.36 SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2 FT. 6 IN. X 6 FT. | | | 0053 805-03978 22.000 EACH | 744.75000 16384.50| 835.00000 18370.00| 740.98000 16301.56 EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0054 805-03979 22.000 EACH | 1057.15000 23257.30| 1200.00000 26400.00| 1085.00000 23870.00 EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | | CHANNEL, TWO DIRECTIONS | | | 0055 805-03980 44.000 EACH | 265.15000 11666.60| 285.00000 12540.00| 293.96000 12934.24 EMERGENCY VEHICLE CONFIRMATION LIGHT KI | | | 0056 805-03983 17.000 EACH | 4269.26000 72577.42| 4485.00000 76245.00| 4259.67000 72414.39 PHASE SELECTORS | | | 0057 805-04956 19.000 EACH | 234.19000 4449.61| 445.00000 8455.00| 250.91000 4767.29 PANEL FOR FIBER OPTICS | | | 0058 805-04982 8007.000 LFT | 0.84000 6725.88| 1.95000 15613.65| 1.67000 13371.69 CABLE , 4C, 20 GA | | | 0059 805-05405 5.000 EACH | 366.46000 1832.30| 350.00000 1750.00| 496.39000 2481.95 SIGNAL PEDESTAL, 4 FT. | | | 0060 805-06592 9202.000 LFT | 20.12000 185144.24| 14.30000 131588.60| 20.32000 186984.64 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0061 805-08464 8.000 EACH | 3962.63000 31701.04| 4000.00000 32000.00| 3980.54000 31844.32 RADIO, INTERCONNECT | | | 0062 805-09366 18.000 EACH | 1754.49000 31580.82| 1625.00000 29250.00| 1660.16000 29882.88 SIGNAL SUPPORT FOUNDATION, 36 IN. X 120 | | | IN. | | | 0063 805-78106 3.000 EACH | 18761.74000 56285.22| 21000.00000 63000.00| 18824.67000 56474.01 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0064 805-78109 14.000 EACH | 14109.84000 197537.76| 13200.00000 184800.00| 13468.67000 188561.38 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0065 805-78205 135.000 EACH | 786.76000 106212.60| 875.00000 118125.00| 865.97000 116905.95 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN , LED | | | 0066 805-78215 12.000 EACH | 639.45000 7673.40| 685.00000 8220.00| 718.68000 8624.16 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW , LED | | | 0067 805-78230 11.000 EACH | 1175.44000 12929.84| 1250.00000 13750.00| 1282.54000 14107.94 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW ,| | | LED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 500 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 500 CONTRACT ID : T -29389-B COUNTIES : MARION LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 74-2851603 |( 3 ) 35-0392360 |JAMES H DREW CORPORATION |QUANTA SERVICES INC |HOOSIER COMPANY INC THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 805-78245 4.000 EACH | 3236.46000 12945.84| 3235.00000 12940.00| 3185.09000 12740.36 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN. RED, AMBER, | | | GREEN | | | 0069 805-78370 34.000 EACH | 141.06000 4796.04| 115.00000 3910.00| 257.09000 8741.06 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0070 805-78412 1.000 EACH | 452.83000 452.83| 445.00000 445.00| 619.99000 619.99 SIGNAL PEDESTAL, 9 FT. | | | 0071 805-78415 43.000 EACH | 1711.26000 73584.18| 1430.00000 61490.00| 1967.44000 84599.92 SPAN, CATENARY, AND TETHER | | | 0072 805-78420 20.000 EACH | 215.01000 4300.20| 275.00000 5500.00| 285.86000 5717.20 DISCONNECT HANGER | | | 0073 805-78465 768.000 LFT | 1.95000 1497.60| 3.20000 2457.60| 2.96000 2273.28 SIGNAL CABLE, 2C 8GA. | | | 0074 805-78480 8007.000 LFT | 1.01000 8087.07| 1.90000 15213.30| 1.92000 15373.44 SIGNAL CABLE, 3C 14GA. | | | 0075 805-78485 6791.000 LFT | 1.23000 8352.93| 2.15000 14600.65| 2.57000 17452.87 SIGNAL CABLE, 5C 14GA. | | | 0076 805-78490 7848.000 LFT | 1.45000 11379.60| 2.40000 18835.20| 2.75000 21582.00 SIGNAL CABLE, 7C 14GA. | | | 0077 805-78495 2612.000 LFT | 1.95000 5093.40| 2.70000 7052.40| 2.97000 7757.64 SIGNAL CABLE, 9C 14GA. | | | 0078 805-78500 3113.000 LFT | 2.22000 6910.86| 3.15000 9805.95| 3.43000 10677.59 SIGNAL CABLE, 11C 14GA. | | | 0079 805-78510 18520.000 LFT | 0.74000 13704.80| 1.70000 31484.00| 3.09000 57226.80 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0080 805-78785 61.000 EACH | 669.29000 40826.69| 575.00000 35075.00| 878.68000 53599.48 SIGNAL DETECTOR HOUSING | | | 0081 805-78900 6.000 EACH | 625.29000 3751.74| 310.00000 1860.00| 563.08000 3378.48 PEDESTAL FOUNDATION, A | | | 0082 805-78925 8.000 EACH | 932.24000 7457.92| 630.00000 5040.00| 1366.18000 10929.44 CONTROLLER CABINET FOUNDATION, P1 | | | 0083 805-81032 18.000 EACH | 3656.56000 65818.08| 3650.00000 65700.00| 3634.69000 65424.42 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0084 805-90736 3.000 EACH | 452.91000 1358.73| 140.00000 420.00| 330.84000 992.52 TELEPHONE MODEM | | | 0085 805-90737 3.000 EACH | 1162.58000 3487.74| 335.00000 1005.00| 1040.30000 3120.90 TELEPHONE SERVICE | | | 0086 805-92504 59.000 EACH | 271.33000 16008.47| 275.00000 16225.00| 281.88000 16630.92 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 500 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 500 CONTRACT ID : T -29389-B COUNTIES : MARION LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 74-2851603 |( 3 ) 35-0392360 |JAMES H DREW CORPORATION |QUANTA SERVICES INC |HOOSIER COMPANY INC THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0087 805-96260 4521.000 LFT | 2.04000 9222.84| 2.50000 11302.50| 3.39000 15326.19 FIBER OPTICS CABLE, IN CONDUIT | | | 0088 805-96261 18679.000 LFT | 2.59000 48378.61| 2.65000 49499.35| 3.14000 58652.06 FIBER OPTICS CABLE, AERIAL | | | 0089 807-01617 9.000 EACH | 345.95000 3113.55| 860.00000 7740.00| 206.00000 1854.00 HANDHOLE COVER AND RING FIBER OPTIC | | | 0090 808-03178 6.000 EACH | 255.69000 1534.14| 169.00000 1014.00| 161.25000 967.50 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0091 808-03179 6.000 EACH | 312.51000 1875.06| 247.00000 1482.00| 187.25000 1123.50 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0092 808-05866 60.000 SYS | 19.89000 1193.40| 28.00000 1680.00| 24.97000 1498.20 PAVEMENT MESSAGE MARKING, REMOVE LANE | | | INDICATION ARROW | | | 0093 808-05866 56.000 SYS | 19.89000 1113.84| 28.00000 1568.00| 24.97000 1398.32 PAVEMENT MESSAGE MARKING, REMOVE WORD | | | (ONLY) | | | 0094 808-06368 2320.000 LFT | 0.51000 1183.20| 2.40000 5568.00| 2.13000 4941.60 TRANSVERSE MARKING, REMOVE , STOP LINE | | | 0095 808-06703 60.000 LFT | 1.14000 68.40| 2.00000 120.00| 2.08000 124.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0096 808-06705 119.000 LFT | 1.14000 135.66| 3.00000 357.00| 3.12000 371.28 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0097 808-06716 240.000 LFT | 1.99000 477.60| 2.00000 480.00| 1.56000 374.40 LINE, REMOVE | | | 0098 808-75067 150.000 LFT | 17.05000 2557.50| 11.00000 1650.00| 10.14000 1521.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0099 808-75069 680.000 LFT | 7.39000 5025.20| 3.00000 2040.00| 2.08000 1414.40 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0100 808-75245 180.000 LFT | 1.14000 205.20| 2.00000 360.00| 1.56000 280.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0101 808-75260 41.000 LFT | 5.11000 209.51| 4.00000 164.00| 3.38000 138.58 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0102 808-75297 2056.000 LFT | 3.13000 6435.28| 3.90000 8018.40| 3.69000 7586.64 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 500 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 500 CONTRACT ID : T -29389-B COUNTIES : MARION LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 74-2851603 |( 3 ) 35-0392360 |JAMES H DREW CORPORATION |QUANTA SERVICES INC |HOOSIER COMPANY INC THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 808-75300 1626.000 LFT | 1.42000 2308.92| 1.10000 1788.60| 1.09000 1772.34 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0104 808-75320 54.000 EACH | 56.82000 3068.28| 72.00000 3888.00| 75.94000 4100.76 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0105 808-75325 50.000 EACH | 73.87000 3693.50| 97.00000 4850.00| 92.59000 4629.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0106 808-75996 4.000 EACH | 31.82000 127.28| 25.00000 100.00| 41.61000 166.44 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,696,587.08| $ 1,743,178.35| $ 1,873,697.31 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,696,587.08| $ 1,743,178.35| $ 1,873,697.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 510 -1 VENDOR RANKING CALL ORDER : 510 CONTRACT ID : T -29517-A COUNTIES : HANCOCK MARION LETTING DATE : 09/04/08 10:00 AM DISTRICT : 63 WAYNE CONTRACT TIME : 07/02/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710143 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1643252 C-TECH CORPORATION INC $ 1,760,336.50 100.0000% 2 38-2932367 RMD HOLDINGS LTD $ 1,819,857.00 103.3812% 3 35-0821499 JAMES H DREW CORPORATION $ 2,118,610.00 120.3526% 4 04-3815584 GFS FENCE GUARDRAIL & SIGNAGE INC $ 2,184,453.00 124.0929% 5 35-2110733 SPECIALTIES COMPANY LLC $ 2,202,000.00 125.0897% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 510 -2 TABULATION OF BIDS ROUTE : 70 CALL ORDER : 510 CONTRACT ID : T -29517-A COUNTIES : HANCOCK MARION LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT WAYNE SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 38-2932367 |( 3 ) 35-0821499 |C-TECH CORPORATION INC |RMD HOLDINGS LTD |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTALL NEW GUARDRAIL | | | 0001 105-06845 LUMP | 20000.00000 20000.00| 31200.00000 31200.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 275.00000 825.00| 400.00000 1200.00| 165.00000 495.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 30.000 MOS | 75.00000 2250.00| 125.00000 3750.00| 88.00000 2640.00 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 110-01001 LUMP | 44000.00000 44000.00| 33000.00000 33000.00| 40150.00000 40150.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 203-02070 1400.000 CYS | 39.00000 54600.00| 14.00000 19600.00| 45.00000 63000.00 BORROW | | | 0011 601-05057 2.000 EACH | 42000.00000 84000.00| 47071.00000 94142.00| 14750.00000 29500.00 SPARE PARTS PACKAGE | | | 0012 601-08424 40.000 EACH | 3365.00000 134600.00| 3720.00000 148800.00| 3700.00000 148000.00 WIRE ROPE TERMINAL, TYPE II | | | 0013 601-08425 104000.000 LFT | 12.52000 1302080.00| 13.72000 1426880.00| 16.55000 1721200.00 WIRE ROPE SAFETY BARRIER, TL-4 | | | 0014 621-01004 1.000 EACH | 700.00000 700.00| 400.00000 400.00| 720.00000 720.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06545 0.500 TON | 3575.00000 1787.50| 2000.00000 1000.00| 3520.00000 1760.00 FERTILIZER | | | 0016 621-06553 90.000 LBS | 7.10000 639.00| 2.00000 180.00| 7.00000 630.00 SEED MIXTURE, R | | | 0017 621-06565 1.000 TON | 900.00000 900.00| 1200.00000 1200.00| 880.00000 880.00 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 510 -3 TABULATION OF BIDS ROUTE : 70 CALL ORDER : 510 CONTRACT ID : T -29517-A COUNTIES : HANCOCK MARION LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT WAYNE SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 38-2932367 |( 3 ) 35-0821499 |C-TECH CORPORATION INC |RMD HOLDINGS LTD |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 628-09403 10.000 MOS | 2250.00000 22500.00| 3000.00000 30000.00| 2875.00000 28750.00 FIELD OFFICE, C | | | 0019 628-09407 10.000 MOS | 375.00000 3750.00| 1000.00000 10000.00| 460.00000 4600.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0020 801-01093 8.000 EACH | 840.00000 6720.00| 100.00000 800.00| 975.00000 7800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0021 801-03290 48.000 EACH | 200.00000 9600.00| 50.00000 2400.00| 220.00000 10560.00 CONSTRUCTION SIGN, C | | | 0022 801-06645 8.000 EACH | 85.00000 680.00| 100.00000 800.00| 190.00000 1520.00 CONSTRUCTION SIGN, B | | | 0023 801-06710 1500.000 DAY | 5.00000 7500.00| 1.00000 1500.00| 6.00000 9000.00 FLASHING ARROW SIGN | | | 0024 801-06775 LUMP | 63200.00000 63200.00| 13000.00000 13000.00| 42400.00000 42400.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 1,760,336.50| $ 1,819,857.00| $ 2,118,610.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,760,336.50| $ 1,819,857.00| $ 2,118,610.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 510 -4 TABULATION OF BIDS ROUTE : 70 CALL ORDER : 510 CONTRACT ID : T -29517-A COUNTIES : HANCOCK MARION LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT WAYNE SET-ASIDE : ==================================================================================================================================== |( 4 ) 04-3815584 |( 5 ) 35-2110733 |( ) |GFS FENCE GUARDRAIL & SIGNAG |SPECIALTIES COMPANY LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTALL NEW GUARDRAIL | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 150.00000 450.00| 275.00000 825.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 30.000 MOS | 150.00000 4500.00| 175.00000 5250.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 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| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 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| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 63000.00000 63000.00| 109980.00000 109980.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 203-02070 1400.000 CYS | 55.00000 77000.00| 10.35000 14490.00| BORROW | | | 0011 601-05057 2.000 EACH | 15500.00000 31000.00| 18500.00000 37000.00| SPARE PARTS PACKAGE | | | 0012 601-08424 40.000 EACH | 4450.00000 178000.00| 5500.00000 220000.00| WIRE ROPE TERMINAL, TYPE II | | | 0013 601-08425 104000.000 LFT | 16.75000 1742000.00| 15.79000 1642160.00| WIRE ROPE SAFETY BARRIER, TL-4 | | | 0014 621-01004 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06545 0.500 TON | 3300.00000 1650.00| 2000.00000 1000.00| FERTILIZER | | | 0016 621-06553 90.000 LBS | 6.60000 594.00| 4.00000 360.00| SEED MIXTURE, R | | | 0017 621-06565 1.000 TON | 830.00000 830.00| 400.00000 400.00| MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 510 -5 TABULATION OF BIDS ROUTE : 70 CALL ORDER : 510 CONTRACT ID : T -29517-A COUNTIES : HANCOCK MARION LETTING DATE : 09/04/08 10:00 AM DISTRICT : GREENFIELD DISTRICT WAYNE SET-ASIDE : ==================================================================================================================================== |( 4 ) 04-3815584 |( 5 ) 35-2110733 |( ) |GFS FENCE GUARDRAIL & SIGNAG |SPECIALTIES COMPANY LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 628-09403 10.000 MOS | 1300.00000 13000.00| 2000.00000 20000.00| FIELD OFFICE, C | | | 0019 628-09407 10.000 MOS | 800.00000 8000.00| 300.00000 3000.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0020 801-01093 8.000 EACH | 765.00000 6120.00| 750.00000 6000.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0021 801-03290 48.000 EACH | 185.00000 8880.00| 180.00000 8640.00| CONSTRUCTION SIGN, C | | | 0022 801-06645 8.000 EACH | 78.00000 624.00| 75.00000 600.00| CONSTRUCTION SIGN, B | | | 0023 801-06710 1500.000 DAY | 5.20000 7800.00| 8.00000 12000.00| FLASHING ARROW SIGN | | | 0024 801-06775 LUMP | 35000.00000 35000.00| 99290.00000 99290.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 2,184,453.00| $ 2,202,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,184,453.00| $ 2,202,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 530 -1 VENDOR RANKING CALL ORDER : 530 CONTRACT ID : T -29788-A COUNTIES : ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : 64 CONTRACT TIME : 05/15/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0600620 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1416052 LIGHTS & SIGNALS INC $ 97,253.75 100.0000% 2 35-1657131 MICHIANA CONTRACTING INC $ 106,832.40 109.8491% 3 74-2851603 QUANTA SERVICES INC $ 122,735.00 126.2008% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 530 -2 TABULATION OF BIDS ROUTE : 23 CALL ORDER : 530 CONTRACT ID : T -29788-A COUNTIES : ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1416052 |( 2 ) 35-1657131 |( 3 ) 74-2851603 |LIGHTS & SIGNALS INC |MICHIANA CONTRACTING INC |QUANTA SERVICES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW SIGNAL INSTALLATION | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 4000.00000 4000.00| 5800.00000 5800.00| 5500.00000 5500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 801-03290 2.000 EACH | 135.00000 270.00| 150.00000 300.00| 150.00000 300.00 CONSTRUCTION SIGN, C | | | 0007 801-06640 12.000 EACH | 95.00000 1140.00| 100.00000 1200.00| 120.00000 1440.00 CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP | 1500.00000 1500.00| 750.00000 750.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0009 802-05704 44.000 LFT | 32.50000 1430.00| 7.30000 321.20| 12.00000 528.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0010 802-76035 36.000 SFT | 18.00000 648.00| 10.35000 372.60| 14.50000 522.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0011 805-01815 4.000 EACH | 1500.00000 6000.00| 2160.00000 8640.00| 1800.00000 7200.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0012 805-01842 12.000 EACH | 600.00000 7200.00| 885.00000 10620.00| 900.00000 10800.00 HANDHOLE, SIGNAL | | | 0013 805-01844 1405.000 LFT | 12.00000 16860.00| 10.20000 14331.00| 18.00000 25290.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0014 805-04736 885.000 LFT | 1.22000 1079.70| 1.27000 1123.95| 0.50000 442.50 SIGNAL CABLE, 4C 18GA. , HOME RUN CABLE | | | 0015 805-78100 1.000 EACH | 9000.00000 9000.00| 12560.00000 12560.00| 14100.00000 14100.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 530 -3 TABULATION OF BIDS ROUTE : 23 CALL ORDER : 530 CONTRACT ID : T -29788-A COUNTIES : ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1416052 |( 2 ) 35-1657131 |( 3 ) 74-2851603 |LIGHTS & SIGNALS INC |MICHIANA CONTRACTING INC |QUANTA SERVICES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0016 805-78205 8.000 EACH | 600.00000 4800.00| 650.00000 5200.00| 750.00000 6000.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0017 805-78415 4.000 EACH | 1600.00000 6400.00| 1450.00000 5800.00| 1500.00000 6000.00 SPAN, CATENARY, AND TETHER | | | 0018 805-78420 4.000 EACH | 225.00000 900.00| 230.00000 920.00| 300.00000 1200.00 DISCONNECT HANGER | | | 0019 805-78445 1.000 EACH | 600.00000 600.00| 665.00000 665.00| 500.00000 500.00 SIGNAL SERVICE | | | 0020 805-78467 100.000 LFT | 2.85000 285.00| 1.80000 180.00| 2.90000 290.00 SIGNAL CABLE, 3C 8GA. | | | 0021 805-78470 810.000 LFT | 0.88000 712.80| 0.12000 97.20| 0.20000 162.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78480 315.000 LFT | 1.35000 425.25| 1.13000 355.95| 1.70000 535.50 SIGNAL CABLE, 3C 14GA. | | | 0023 805-78485 345.000 LFT | 1.45000 500.25| 1.27000 438.15| 1.90000 655.50 SIGNAL CABLE, 5C 14GA. | | | 0024 805-78490 705.000 LFT | 1.65000 1163.25| 1.35000 951.75| 2.10000 1480.50 SIGNAL CABLE, 7C 14GA. | | | 0025 805-78510 1805.000 LFT | 1.10000 1985.50| 1.12000 2021.60| 1.50000 2707.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0026 805-78785 4.000 EACH | 575.00000 2300.00| 580.00000 2320.00| 600.00000 2400.00 SIGNAL DETECTOR HOUSING | | | 0027 805-78795 225.000 LFT | 12.00000 2700.00| 9.00000 2025.00| 7.50000 1687.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0028 805-78925 1.000 EACH | 575.00000 575.00| 850.00000 850.00| 550.00000 550.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0029 805-81060 4.000 EACH | 4300.00000 17200.00| 4400.00000 17600.00| 4800.00000 19200.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0030 805-92504 1.000 EACH | 185.00000 185.00| 165.00000 165.00| 180.00000 180.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0031 805-92504 2.000 EACH | 185.00000 370.00| 240.00000 480.00| 250.00000 500.00 LOOP DETECTOR DELAY AMPLIFIER, 2 | | | CHANNEL , COUNTING AMPLIFIER | | | 0032 805-92504 2.000 EACH | 185.00000 370.00| 530.00000 1060.00| 1000.00000 2000.00 LOOP DETECTOR DELAY AMPLIFIER, 2 | | | CHANNEL , FOR MICROLOOPS, COUNTING AND | | | 0033 805-92512 6.000 EACH | 800.00000 4800.00| 1335.00000 8010.00| 1080.00000 6480.00 MICROLOOP DETECTOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 530 -4 TABULATION OF BIDS ROUTE : 23 CALL ORDER : 530 CONTRACT ID : T -29788-A COUNTIES : ST. JOSEPH LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1416052 |( 2 ) 35-1657131 |( 3 ) 74-2851603 |LIGHTS & SIGNALS INC |MICHIANA CONTRACTING INC |QUANTA SERVICES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 808-06368 25.000 LFT | 10.00000 250.00| 6.00000 150.00| 12.00000 300.00 TRANSVERSE MARKING, REMOVE | | | 0035 808-75297 80.000 LFT | 20.00000 1600.00| 19.00000 1520.00| 16.00000 1280.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 97,253.75| $ 106,832.40| $ 122,735.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 97,253.75| $ 106,832.40| $ 122,735.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 550 -1 VENDOR RANKING CALL ORDER : 550 CONTRACT ID : T -30575-A COUNTIES : LAPORTE LETTING DATE : 09/04/08 10:00 AM DISTRICT : 64 ST. JOSEPH CONTRACT TIME : 05/29/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600392 0710892 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1416052 LIGHTS & SIGNALS INC $ 69,594.40 100.0000% 2 35-1657131 MICHIANA CONTRACTING INC $ 72,285.50 103.8668% 3 74-2851603 QUANTA SERVICES INC $ 73,809.00 106.0559% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 550 -2 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 550 CONTRACT ID : T -30575-A COUNTIES : LAPORTE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT ST. JOSEPH SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1416052 |( 2 ) 35-1657131 |( 3 ) 74-2851603 |LIGHTS & SIGNALS INC |MICHIANA CONTRACTING INC |QUANTA SERVICES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW FLASHER INSTALLATION | | | 0001 105-08520 1.000 EACH | 250.00000 250.00| 85.00000 85.00| 20.00000 20.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 8.000 MOS | 250.00000 2000.00| 45.00000 360.00| 20.00000 160.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0009 110-01001 LUMP | 5000.00000 5000.00| 6275.00000 6275.00| 3500.00000 3500.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 628-09402 8.000 MOS | 1500.00000 12000.00| 1235.00000 9880.00| 1200.00000 9600.00 FIELD OFFICE, B | | | 0011 801-06640 24.000 EACH | 95.00000 2280.00| 125.00000 3000.00| 150.00000 3600.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP | 2000.00000 2000.00| 4480.00000 4480.00| 1250.00000 1250.00 MAINTAINING TRAFFIC | | | 0013 802-76025 16.000 SFT | 18.00000 288.00| 10.25000 164.00| 14.00000 224.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0014 805-01815 4.000 EACH | 1500.00000 6000.00| 2200.00000 8800.00| 2000.00000 8000.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0015 805-01842 2.000 EACH | 600.00000 1200.00| 900.00000 1800.00| 880.00000 1760.00 HANDHOLE, SIGNAL | | | 0016 805-01844 150.000 LFT | 15.00000 2250.00| 13.20000 1980.00| 20.00000 3000.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 550 -3 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 550 CONTRACT ID : T -30575-A COUNTIES : LAPORTE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT ST. JOSEPH SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1416052 |( 2 ) 35-1657131 |( 3 ) 74-2851603 |LIGHTS & SIGNALS INC |MICHIANA CONTRACTING INC |QUANTA SERVICES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 805-78010 4.000 EACH | 850.00000 3400.00| 975.00000 3900.00| 1500.00000 6000.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0018 805-78190 12.000 EACH | 375.00000 4500.00| 335.00000 4020.00| 400.00000 4800.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | 0019 805-78195 6.000 EACH | 295.00000 1770.00| 315.00000 1890.00| 380.00000 2280.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | | 0020 805-78415 2.000 EACH | 1600.00000 3200.00| 1630.00000 3260.00| 1450.00000 2900.00 SPAN, CATENARY, AND TETHER | | | 0021 805-78420 2.000 EACH | 225.00000 450.00| 230.00000 460.00| 300.00000 600.00 DISCONNECT HANGER | | | 0022 805-78445 4.000 EACH | 595.00000 2380.00| 675.00000 2700.00| 550.00000 2200.00 SIGNAL SERVICE | | | 0023 805-78467 280.000 LFT | 2.25000 630.00| 1.80000 504.00| 3.00000 840.00 SIGNAL CABLE, 3C 8GA. | | | 0024 805-78480 470.000 LFT | 1.37000 643.90| 1.15000 540.50| 1.80000 846.00 SIGNAL CABLE, 3C 14GA. | | | 0025 805-78485 170.000 LFT | 1.45000 246.50| 1.30000 221.00| 1.90000 323.00 SIGNAL CABLE, 5C 14GA. | | | 0026 805-78900 2.000 EACH | 450.00000 900.00| 410.00000 820.00| 550.00000 1100.00 PEDESTAL FOUNDATION, A | | | 0027 805-81032 4.000 EACH | 3900.00000 15600.00| 3685.00000 14740.00| 4400.00000 17600.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0028 805-95064 2.000 EACH | 550.00000 1100.00| 555.00000 1110.00| 1000.00000 2000.00 PEDESTAL AND BASE, 10 FT. | | | 0029 807-97042 2.000 EACH | 750.00000 1500.00| 645.00000 1290.00| 600.00000 1200.00 POLE, WOOD, 5, 35 FT. | | | SECTION TOTALS | $ 69,594.40| $ 72,285.50| $ 73,809.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 69,594.40| $ 72,285.50| $ 73,809.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 560 -1 VENDOR RANKING CALL ORDER : 560 CONTRACT ID : T -30577-A COUNTIES : JASPER WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : 64 CONTRACT TIME : 05/22/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600393 0600394 0600395 OTHERS SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1416052 LIGHTS & SIGNALS INC $ 125,455.35 100.0000% 2 35-1657131 MICHIANA CONTRACTING INC $ 129,777.38 103.4451% 3 74-2851603 QUANTA SERVICES INC $ 142,375.20 113.4868% 4 35-0821499 JAMES H DREW CORPORATION $ 146,604.55 116.8579% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 560 -2 TABULATION OF BIDS ROUTE : US 24 CALL ORDER : 560 CONTRACT ID : T -30577-A COUNTIES : JASPER WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1416052 |( 2 ) 35-1657131 |( 3 ) 74-2851603 |LIGHTS & SIGNALS INC |MICHIANA CONTRACTING INC |QUANTA SERVICES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW FLASHER INSTALLATION | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 125.00000 125.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 250.00000 250.00| 1.00000 1.00| 50.00000 50.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 1.000 MOS | 250.00000 250.00| 30.00000 30.00| 50.00000 50.00 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 | 6000.00000 6000.00| 8600.00000 8600.00| 6500.00000 6500.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-74045 13.000 EACH | 125.00000 1625.00| 19.00000 247.00| 20.00000 260.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0012 628-09408 1.000 MOS | 700.00000 700.00| 360.00000 360.00| 500.00000 500.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 each | | | 0013 628-09409 1.000 MOS | 250.00000 250.00| 90.00000 90.00| 50.00000 50.00 MOBILE INTERNET SERVICE , 1 each | | | 0014 801-03290 10.000 EACH | 160.00000 1600.00| 325.00000 3250.00| 200.00000 2000.00 CONSTRUCTION SIGN, C | | | 0015 801-06640 28.000 EACH | 117.00000 3276.00| 260.00000 7280.00| 200.00000 5600.00 CONSTRUCTION SIGN, A | | | 0016 801-06645 9.000 EACH | 65.00000 585.00| 65.00000 585.00| 150.00000 1350.00 CONSTRUCTION SIGN, B | | | 0017 801-06775 LUMP | 3500.00000 3500.00| 1300.00000 1300.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 560 -3 TABULATION OF BIDS ROUTE : US 24 CALL ORDER : 560 CONTRACT ID : T -30577-A COUNTIES : JASPER WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1416052 |( 2 ) 35-1657131 |( 3 ) 74-2851603 |LIGHTS & SIGNALS INC |MICHIANA CONTRACTING INC |QUANTA SERVICES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 802-05701 66.000 LFT | 18.00000 1188.00| 9.50000 627.00| 10.00000 660.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0019 802-76025 42.000 SFT | 18.00000 756.00| 10.65000 447.30| 15.00000 630.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0020 802-76035 34.500 SFT | 25.00000 862.50| 10.64000 367.08| 16.00000 552.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0021 805-01815 4.000 EACH | 1600.00000 6400.00| 2200.00000 8800.00| 1850.00000 7400.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0022 805-01842 8.000 EACH | 600.00000 4800.00| 900.00000 7200.00| 950.00000 7600.00 HANDHOLE, SIGNAL | | | 0023 805-01844 1020.000 LFT | 12.00000 12240.00| 10.40000 10608.00| 16.00000 16320.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0024 805-02262 LUMP | 4300.00000 4300.00| 5000.00000 5000.00| 6000.00000 6000.00 FLASHER INSTALLATION SOLAR POWERED WITH | | | S4-3, R2-1, S4-4 SIGN | | | 0025 805-04736 525.000 LFT | 1.29000 677.25| 1.30000 682.50| 2.00000 1050.00 SIGNAL CABLE, 4C 18GA. , HOME RUN CABLE | | | 0026 805-06592 160.000 LFT | 20.00000 3200.00| 15.50000 2480.00| 20.00000 3200.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0027 805-78010 4.000 EACH | 900.00000 3600.00| 905.00000 3620.00| 1250.00000 5000.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0028 805-78100 1.000 EACH | 7500.00000 7500.00| 8000.00000 8000.00| 8250.00000 8250.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0029 805-78190 6.000 EACH | 300.00000 1800.00| 270.00000 1620.00| 350.00000 2100.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER , LED DISPLAY | | | 0030 805-78190 2.000 EACH | 350.00000 700.00| 270.00000 540.00| 350.00000 700.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER LED DISPLAY | | | 0031 805-78205 6.000 EACH | 600.00000 3600.00| 665.00000 3990.00| 750.00000 4500.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN , ALL LED DISPLAYS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 560 -4 TABULATION OF BIDS ROUTE : US 24 CALL ORDER : 560 CONTRACT ID : T -30577-A COUNTIES : JASPER WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1416052 |( 2 ) 35-1657131 |( 3 ) 74-2851603 |LIGHTS & SIGNALS INC |MICHIANA CONTRACTING INC |QUANTA SERVICES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 805-78415 4.000 EACH | 1600.00000 6400.00| 1440.00000 5760.00| 1450.00000 5800.00 SPAN, CATENARY, AND TETHER | | | 0033 805-78420 3.000 EACH | 225.00000 675.00| 230.00000 690.00| 300.00000 900.00 DISCONNECT HANGER | | | 0034 805-78445 4.000 EACH | 600.00000 2400.00| 675.00000 2700.00| 550.00000 2200.00 SIGNAL SERVICE , METERED | | | 0035 805-78445 1.000 EACH | 600.00000 600.00| 675.00000 675.00| 550.00000 550.00 SIGNAL SERVICE METERED | | | 0036 805-78467 525.000 LFT | 2.25000 1181.25| 1.80000 945.00| 3.10000 1627.50 SIGNAL CABLE, 3C 8GA. | | | 0037 805-78470 790.000 LFT | 0.90000 711.00| 0.12000 94.80| 0.20000 158.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0038 805-78485 445.000 LFT | 1.45000 645.25| 1.30000 578.50| 2.00000 890.00 SIGNAL CABLE, 5C 14GA. | | | 0039 805-78490 515.000 LFT | 1.66000 854.90| 1.35000 695.25| 2.20000 1133.00 SIGNAL CABLE, 7C 14GA. | | | 0040 805-78510 720.000 LFT | 1.11000 799.20| 1.15000 828.00| 2.00000 1440.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0041 805-78785 3.000 EACH | 575.00000 1725.00| 590.00000 1770.00| 650.00000 1950.00 SIGNAL DETECTOR HOUSING | | | 0042 805-78795 255.000 LFT | 12.00000 3060.00| 8.35000 2129.25| 8.50000 2167.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0043 805-78900 5.000 EACH | 600.00000 3000.00| 740.00000 3700.00| 450.00000 2250.00 PEDESTAL FOUNDATION, A | | | 0044 805-78925 1.000 EACH | 575.00000 575.00| 870.00000 870.00| 550.00000 550.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0045 805-81060 4.000 EACH | 4500.00000 18000.00| 4470.00000 17880.00| 4800.00000 19200.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0046 805-92504 2.000 EACH | 300.00000 600.00| 245.00000 490.00| 250.00000 500.00 LOOP DETECTOR DELAY AMPLIFIER, 2 | | | CHANNEL , COUNTING AMPLIFIER FOR LOOPS | | | 0047 805-92504 1.000 EACH | 1300.00000 1300.00| 1355.00000 1355.00| 1400.00000 1400.00 LOOP DETECTOR DELAY AMPLIFIER, 2 | | | CHANNEL ,COUNTING AND NON-COUNTING | | | AMPLIFIER FOR | | | 0048 805-92512 2.000 EACH | 3500.00000 7000.00| 3500.00000 7000.00| 3650.00000 7300.00 MICROLOOP DETECTOR | | | 0049 805-94069 80.000 LFT | 4.00000 320.00| 18.40000 1472.00| 14.00000 1120.00 CONDUIT, STEEL, GALVANIZED, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 560 -5 TABULATION OF BIDS ROUTE : US 24 CALL ORDER : 560 CONTRACT ID : T -30577-A COUNTIES : JASPER WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1416052 |( 2 ) 35-1657131 |( 3 ) 74-2851603 |LIGHTS & SIGNALS INC |MICHIANA CONTRACTING INC |QUANTA SERVICES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 805-99162 4.000 EACH | 375.00000 1500.00| 500.00000 2000.00| 800.00000 3200.00 SIGNAL PEDESTAL, 11 FT. | | | 0051 808-06368 293.000 LFT | 3.00000 879.00| 4.80000 1406.40| 1.40000 410.20 TRANSVERSE MARKING, REMOVE | | | 0052 808-06705 263.000 LFT | 3.00000 789.00| 2.10000 552.30| 2.00000 526.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0053 808-75297 55.000 LFT | 5.00000 275.00| 6.00000 330.00| 5.00000 275.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 125,455.35| $ 129,777.38| $ 142,375.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 125,455.35| $ 129,777.38| $ 142,375.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 560 -6 TABULATION OF BIDS ROUTE : US 24 CALL ORDER : 560 CONTRACT ID : T -30577-A COUNTIES : JASPER WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0821499 |( ) |( ) |JAMES H DREW CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW FLASHER INSTALLATION | | | 0001 105-06845 LUMP | 1742.00000 1742.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 400.00000 400.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 1.000 MOS | 100.00000 100.00| | 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 | 6726.00000 6726.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 202-74045 13.000 EACH | 71.50000 929.50| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0012 628-09408 1.000 MOS | 50.00000 50.00| | MOBILE LAPTOP COMPUTER SYSTEM , 1 each | | | 0013 628-09409 1.000 MOS | 100.00000 100.00| | MOBILE INTERNET SERVICE , 1 each | | | 0014 801-03290 10.000 EACH | 163.00000 1630.00| | CONSTRUCTION SIGN, C | | | 0015 801-06640 28.000 EACH | 118.00000 3304.00| | CONSTRUCTION SIGN, A | | | 0016 801-06645 9.000 EACH | 58.00000 522.00| | CONSTRUCTION SIGN, B | | | 0017 801-06775 LUMP | 2822.00000 2822.00| | MAINTAINING TRAFFIC | | | 0018 802-05701 66.000 LFT | 24.00000 1584.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 560 -7 TABULATION OF BIDS ROUTE : US 24 CALL ORDER : 560 CONTRACT ID : T -30577-A COUNTIES : JASPER WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0821499 |( ) |( ) |JAMES H DREW CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 802-76025 42.000 SFT | 33.50000 1407.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0020 802-76035 34.500 SFT | 35.50000 1224.75| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0021 805-01815 4.000 EACH | 2759.00000 11036.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0022 805-01842 8.000 EACH | 987.00000 7896.00| | HANDHOLE, SIGNAL | | | 0023 805-01844 1020.000 LFT | 15.00000 15300.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0024 805-02262 LUMP | 5972.00000 5972.00| | FLASHER INSTALLATION SOLAR POWERED WITH | | | S4-3, R2-1, S4-4 SIGN | | | 0025 805-04736 525.000 LFT | 1.30000 682.50| | SIGNAL CABLE, 4C 18GA. , HOME RUN CABLE | | | 0026 805-06592 160.000 LFT | 17.50000 2800.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0027 805-78010 4.000 EACH | 1250.00000 5000.00| | CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0028 805-78100 1.000 EACH | 8321.00000 8321.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0029 805-78190 6.000 EACH | 342.00000 2052.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER , LED DISPLAY | | | 0030 805-78190 2.000 EACH | 342.00000 684.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER LED DISPLAY | | | 0031 805-78205 6.000 EACH | 720.00000 4320.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN , ALL LED DISPLAYS | | | 0032 805-78415 4.000 EACH | 1856.00000 7424.00| | SPAN, CATENARY, AND TETHER | | | 0033 805-78420 3.000 EACH | 241.00000 723.00| | DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 560 -8 TABULATION OF BIDS ROUTE : US 24 CALL ORDER : 560 CONTRACT ID : T -30577-A COUNTIES : JASPER WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0821499 |( ) |( ) |JAMES H DREW CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 805-78445 4.000 EACH | 987.00000 3948.00| | SIGNAL SERVICE , METERED | | | 0035 805-78445 1.000 EACH | 987.00000 987.00| | SIGNAL SERVICE METERED | | | 0036 805-78467 525.000 LFT | 2.50000 1312.50| | SIGNAL CABLE, 3C 8GA. | | | 0037 805-78470 790.000 LFT | 1.10000 869.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0038 805-78485 445.000 LFT | 1.50000 667.50| | SIGNAL CABLE, 5C 14GA. | | | 0039 805-78490 515.000 LFT | 1.70000 875.50| | SIGNAL CABLE, 7C 14GA. | | | 0040 805-78510 720.000 LFT | 1.00000 720.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0041 805-78785 3.000 EACH | 912.00000 2736.00| | SIGNAL DETECTOR HOUSING | | | 0042 805-78795 255.000 LFT | 10.50000 2677.50| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0043 805-78900 5.000 EACH | 750.00000 3750.00| | PEDESTAL FOUNDATION, A | | | 0044 805-78925 1.000 EACH | 1256.00000 1256.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0045 805-81060 4.000 EACH | 4683.00000 18732.00| | SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0046 805-92504 2.000 EACH | 239.00000 478.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 | | | CHANNEL , COUNTING AMPLIFIER FOR LOOPS | | | 0047 805-92504 1.000 EACH | 1255.00000 1255.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 | | | CHANNEL ,COUNTING AND NON-COUNTING | | | AMPLIFIER FOR | | | 0048 805-92512 2.000 EACH | 3394.00000 6788.00| | MICROLOOP DETECTOR | | | 0049 805-94069 80.000 LFT | 18.50000 1480.00| | CONDUIT, STEEL, GALVANIZED, 1 IN. | | | 0050 805-99162 4.000 EACH | 512.00000 2048.00| | SIGNAL PEDESTAL, 11 FT. | | | 0051 808-06368 293.000 LFT | 1.50000 439.50| | TRANSVERSE MARKING, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/16/08 PAGE : 560 -9 TABULATION OF BIDS ROUTE : US 24 CALL ORDER : 560 CONTRACT ID : T -30577-A COUNTIES : JASPER WHITE LETTING DATE : 09/04/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0821499 |( ) |( ) |JAMES H DREW CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 808-06705 263.000 LFT | 2.10000 552.30| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0053 808-75297 55.000 LFT | 5.00000 275.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 146,604.55| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 146,604.55| $ 0.00| $ ====================================================================================================================================