INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 141 -1 VENDOR RANKING CALL ORDER : 141 CONTRACT ID : IB-29521-A COUNTIES : MARSHALL LETTING DATE : 11/19/08 10:15 AM DISTRICT : 64 CONTRACT TIME : 09/30/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600355 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 2,785,017.93 100.0000% 2 35-1374866 PRIMCO INC $ 2,928,017.44 105.1346% 3 32-0154474 JCI BRIDGE GROUP INC $ 3,013,686.28 108.2107% 4 35-0997978 PHEND & BROWN INC $ 3,185,912.28 114.3947% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 141 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-29521-A COUNTIES : MARSHALL LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1374866 |( 3 ) 32-0154474 |LAPORTE CONSTRUCTION CO |PRIMCO INC |JCI BRIDGE GROUP 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 | 17900.00000 17900.00| 19753.50000 19753.50| 48000.00000 48000.00 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 | | | 0007 110-01001 LUMP | 140000.00000 140000.00| 145450.85000 145450.85| 150000.00000 150000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 6034.80000 6034.80| 29296.17000 29296.17| 11000.00000 11000.00 CLEARING RIGHT OF WAY | | | 0009 202-96133 100.000 LFT | 16.16000 1616.00| 10.50000 1050.00| 12.50000 1250.00 PIPE, REMOVE | | | 0010 203-02000 6707.000 CYS | 11.22000 75252.54| 8.73000 58552.11| 13.20000 88532.40 EXCAVATION, COMMON | | | 0011 203-02070 39049.000 CYS | 8.04000 313953.96| 7.45000 290915.05| 9.25000 361203.25 BORROW | | | 0012 205-03371 26.000 CYS | 19.92000 517.92| 20.00000 520.00| 9.65000 250.90 SEDIMENT, REMOVE | | | 0013 205-06931 103.000 TON | 25.00000 2575.00| 42.00000 4326.00| 45.00000 4635.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06933 5.000 EACH | 100.00000 500.00| 100.00000 500.00| 100.00000 500.00 TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06934 10.500 TON | 455.00000 4777.50| 455.00000 4777.50| 455.00000 4777.50 TEMPORARY MULCHING | | | 0016 205-06937 1415.000 LFT | 3.49000 4938.35| 3.10000 4386.50| 2.10000 2971.50 TEMPORARY SILT FENCE | | | 0017 206-51230 158.000 CYS | 10.28000 1624.24| 41.00000 6478.00| 12.00000 1896.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0018 207-08264 9185.000 SYS | 6.42000 58967.70| 5.45000 50058.25| 6.30000 57865.50 SUBGRADE TREATMENT, TYPE II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 141 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-29521-A COUNTIES : MARSHALL LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1374866 |( 3 ) 32-0154474 |LAPORTE CONSTRUCTION CO |PRIMCO INC |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08267 465.000 SYS | 6.14000 2855.10| 8.22000 3822.30| 6.30000 2929.50 SUBGRADE TREATMENT, TYPE IIIA | | | 0020 211-02050 3870.000 CYS | 24.59000 95163.30| 26.50000 102555.00| 23.00000 89010.00 B BORROW | | | 0021 211-06467 72.000 CYS | 28.41000 2045.52| 81.50000 5868.00| 60.00000 4320.00 AGGREGATE FOR END BENT BACKFILL | | | 0022 211-09264 125.000 CYS | 24.44000 3055.00| 17.50000 2187.50| 34.20000 4275.00 STRUCTURE BACKFILL, TYPE 1 | | | 0023 211-09266 3574.000 CYS | 27.77000 99249.98| 26.50000 94711.00| 23.00000 82202.00 STRUCTURE BACKFILL, TYPE 3 | | | 0024 214-07202 1642.000 SYS | 1.34000 2200.28| 3.10000 5090.20| 3.40000 5582.80 GEOGRID, I | | | 0025 301-07448 4455.000 TON | 21.37000 95203.35| 20.10000 89545.50| 16.67000 74264.85 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 302-07455 100.000 CYS | 46.08000 4608.00| 83.00000 8300.00| 50.00000 5000.00 DENSE GRADED SUBBASE | | | 0027 303-02051 100.000 TON | 30.04000 3004.00| 22.00000 2200.00| 24.65000 2465.00 STONE, NO 2 | | | 0028 306-08043 495.000 SYS | 9.28000 4593.60| 8.85000 4380.75| 9.00000 4455.00 MILLING, TRANSITION | | | 0029 401-07320 710.000 TON | 67.00000 47570.00| 73.00000 51830.00| 67.00000 47570.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0030 401-07389 1573.000 TON | 45.00000 70785.00| 51.75000 81402.75| 45.00000 70785.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0031 404-05511 2950.000 SYS | 1.00000 2950.00| 0.50000 1475.00| 1.00000 2950.00 SEAL COAT, 2 | | | 0032 406-05520 2.200 TON | 400.00000 880.00| 100.00000 220.00| 400.00000 880.00 ASPHALT FOR TACK COAT | | | 0033 601-01522 4.000 EACH | 2050.00000 8200.00| 2050.00000 8200.00| 2050.00000 8200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0034 601-01846 1.000 EACH | 1590.00000 1590.00| 1590.00000 1590.00| 1590.00000 1590.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0035 601-05999 2.000 EACH | 55.00000 110.00| 55.00000 110.00| 55.00000 110.00 CURVED TERMINAL END | | | 0036 601-06246 2.000 EACH | 14000.00000 28000.00| 14000.00000 28000.00| 14000.00000 28000.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0037 601-06454 1.000 EACH | 2975.00000 2975.00| 2975.00000 2975.00| 2975.00000 2975.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-3 STAGE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 141 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-29521-A COUNTIES : MARSHALL LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1374866 |( 3 ) 32-0154474 |LAPORTE CONSTRUCTION CO |PRIMCO INC |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 601-08434 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0039 601-94689 1.000 EACH | 2500.00000 2500.00| 2500.00000 2500.00| 2500.00000 2500.00 GUARDRAIL END TREATMENT, OS | | | 0040 601-99105 512.500 LFT | 17.70000 9071.25| 17.70000 9071.25| 17.70000 9071.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 602-06729 18.000 EACH | 8.00000 144.00| 8.00000 144.00| 7.00000 126.00 BARRIER DELINEATOR | | | 0042 603-06040 700.000 LFT | 10.25000 7175.00| 10.25000 7175.00| 10.25000 7175.00 FENCE, FARM FIELD, 47 IN. | | | 0043 605-06095 70.400 LFT | 42.90000 3020.16| 47.50000 3344.00| 28.00000 1971.20 CURB, INTEGRAL, B, CONCRETE , MODIFIED | | | 0044 605-06145 185.000 LFT | 73.05000 13514.25| 37.50000 6937.50| 34.00000 6290.00 CURB AND GUTTER, B, CONCRETE | | | 0045 609-06259 290.800 SYS | 89.70000 26084.76| 82.50000 23991.00| 85.00000 24718.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0046 610-07487 112.000 TON | 74.70000 8366.40| 192.00000 21504.00| 74.70000 8366.40 HMA FOR APPROACHES, TYPE B | | | 0047 610-07712 149.000 SYS | 68.19000 10160.31| 55.50000 8269.50| 40.00000 5960.00 PCCP FOR APPROACHES, 6 IN. | | | 0048 611-06497 4.000 EACH | 130.00000 520.00| 130.00000 520.00| 185.00000 740.00 MAILBOX ASSEMBLY, SINGLE | | | 0049 615-06490 36.000 EACH | 117.00000 4212.00| 117.00000 4212.00| 117.00000 4212.00 RIGHT OF WAY MARKER | | | 0050 615-06505 5.000 EACH | 640.00000 3200.00| 640.00000 3200.00| 640.00000 3200.00 MONUMENT, B | | | 0051 616-02320 857.000 SYS | 2.90000 2485.30| 3.25000 2785.25| 2.50000 2142.50 GEOTEXTILES | | | 0052 616-06451 289.000 TON | 33.11000 9568.79| 42.50000 12282.50| 40.00000 11560.00 RIPRAP, UNIFORM | | | 0053 621-01004 3.000 EACH | 375.00000 1125.00| 375.00000 1125.00| 375.00000 1125.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-06545 1.500 TON | 1943.00000 2914.50| 1943.00000 2914.50| 1943.00000 2914.50 FERTILIZER | | | 0055 621-06553 615.000 LBS | 3.32000 2041.80| 3.32000 2041.80| 3.32000 2041.80 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 141 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-29521-A COUNTIES : MARSHALL LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1374866 |( 3 ) 32-0154474 |LAPORTE CONSTRUCTION CO |PRIMCO INC |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 621-06557 630.000 LBS | 3.35000 2110.50| 3.35000 2110.50| 3.35000 2110.50 SEED MIXTURE, T | | | 0057 621-06565 7.300 TON | 418.00000 3051.40| 418.00000 3051.40| 418.00000 3051.40 MULCHING MATERIAL | | | 0058 621-06567 160.000 kGAL | 1.00000 160.00| 1.00000 160.00| 1.00000 160.00 WATER (FOR SODDING) | | | 0059 621-06574 3094.000 SYS | 3.12000 9653.28| 3.12000 9653.28| 3.12000 9653.28 SODDING | | | 0060 628-09402 12.000 MOS | 2632.44000 31589.28| 1995.00000 23940.00| 2300.00000 27600.00 FIELD OFFICE, B | | | 0061 701-06011 2.000 EACH | 775.36000 1550.72| 2300.00000 4600.00| 1200.00000 2400.00 DYNAMIC PILE LOAD TEST | | | 0062 701-06012 2.000 EACH | 1271.21000 2542.42| 1550.50000 3101.00| 1200.00000 2400.00 TEST PILE, RESTRIKE , HP 12 X 74 | | | 0063 701-06027 2.000 EACH | 2463.92000 4927.84| 5482.00000 10964.00| 6500.00000 13000.00 TEST PILE , HP 12 X 74 | | | 0064 701-91792 39.000 EACH | 1.00000 39.00| 150.00000 5850.00| 50.00000 1950.00 PILE TIP, STEEL H , HP 12 X 74 | | | 0065 701-95780 2820.000 LFT | 55.00000 155100.00| 64.50000 181890.00| 60.00000 169200.00 PILE, STEEL H, HP 12" X 74 | | | 0066 702-51005 159.200 CYS | 700.00000 111440.00| 500.00000 79600.00| 385.00000 61292.00 CONCRETE, A, SUBSTRUCTURE | | | 0067 702-51015 59.900 CYS | 500.00000 29950.00| 325.00000 19467.50| 200.00000 11980.00 CONCRETE, B, FOOTINGS | | | 0068 702-51863 16.000 EACH | 8.69000 139.04| 27.50000 440.00| 30.00000 480.00 FIELD DRILLED HOLE IN CONCRETE | | | 0069 702-92857 47.900 CYS | 808.23000 38714.22| 685.00000 32811.50| 1000.00000 47900.00 CONCRETE, C, SUBSTRUCTURE | | | 0070 703-51030 17843.000 LBS | 0.79000 14095.97| 1.15000 20519.45| 0.90000 16058.70 REINFORCING STEEL | | | 0071 703-51032 132097.000 LBS | 0.74000 97751.78| 0.95000 125492.15| 0.95000 125492.15 REINFORCING STEEL, EPOXY COATED | | | 0072 704-51002 284.700 CYS | 615.40000 175204.38| 650.00000 185055.00| 575.00000 163702.50 CONCRETE, C, SUPERSTRUCTURE | | | 0073 706-05732 4.000 EACH | 1568.88000 6275.52| 1550.00000 6200.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0074 706-51020 48.700 CYS | 778.26000 37901.26| 550.00000 26785.00| 500.00000 24350.00 CONCRETE, C, RAILING | | | 0075 709-51821 LUMP | 7586.00000 7586.00| 6943.00000 6943.00| 5500.00000 5500.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 141 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-29521-A COUNTIES : MARSHALL LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1374866 |( 3 ) 32-0154474 |LAPORTE CONSTRUCTION CO |PRIMCO INC |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 711-51038 LUMP | 509862.99000 509862.99| 636759.17000 636759.17| 700000.00000 700000.00 STRUCTURAL STEEL | | | 0077 715-02629 2.000 EACH | 558.68000 1117.36| 650.00000 1300.00| 700.00000 1400.00 SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0078 715-03475 1.000 EACH | 468.66000 468.66| 320.00000 320.00| 385.00000 385.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0079 715-05121 320.000 LFT | 43.06000 13779.20| 50.40000 16128.00| 36.10000 11552.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0080 715-05123 52.000 LFT | 33.14000 1723.28| 54.95000 2857.40| 39.50000 2054.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0081 715-05169 93.000 LFT | 43.10000 4008.30| 38.05000 3538.65| 29.10000 2706.30 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0082 715-05407 160.000 LFT | 19.98000 3196.80| 15.00000 2400.00| 9.00000 1440.00 PIPE, END BENT DRAIN, 6 IN. | | | 0083 715-26764 2.000 EACH | 8237.07000 16474.14| 6500.00000 13000.00| 6150.00000 12300.00 GRATED BOX END SECTION, II, 10:1, 18 IN | | | 0084 715-46005 4.000 EACH | 360.25000 1441.00| 170.00000 680.00| 355.00000 1420.00 PIPE END SECTION, 15 IN. | | | 0085 715-46020 2.000 EACH | 468.68000 937.36| 270.00000 540.00| 500.00000 1000.00 PIPE END SECTION, 24 IN. | | | 0086 716-07631 67.000 LFT | 95.00000 6365.00| 267.21000 17903.07| 400.00000 26800.00 PIPE INSTALLATION, TRENCHLESS, 15 IN. | | | 0087 720-45070 1.000 EACH | 8237.05000 8237.05| 2460.00000 2460.00| 1750.00000 1750.00 INLET, P12A 6:1 | | | 0088 724-03276 94.200 LFT | 71.19000 6706.10| 82.13000 7736.65| 70.00000 6594.00 EXPANSION JOINT SEALING SYSTEM | | | 0089 726-92406 8.000 EACH | 1180.00000 9440.00| 1659.73000 13277.84| 2500.00000 20000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0090 731-93945 5999.000 SFT | 15.35000 92084.65| 14.55000 87285.45| 18.00000 107982.00 FACE PANELS, CONCRETE | | | 0091 731-93946 5999.000 SFT | 14.00000 83986.00| 11.00000 65989.00| 15.00000 89985.00 WALL ERECTION | | | 0092 731-93947 378.000 LFT | 28.21000 10663.38| 30.00000 11340.00| 25.00000 9450.00 LEVELING PAD, CONCRETE | | | 0093 801-03290 4.000 EACH | 179.00000 716.00| 179.00000 716.00| 179.00000 716.00 CONSTRUCTION SIGN, C | | | 0094 801-04308 8.000 EACH | 300.00000 2400.00| 300.00000 2400.00| 300.00000 2400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0095 801-06625 31.000 EACH | 69.00000 2139.00| 69.00000 2139.00| 69.00000 2139.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 141 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-29521-A COUNTIES : MARSHALL LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1374866 |( 3 ) 32-0154474 |LAPORTE CONSTRUCTION CO |PRIMCO INC |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 801-06640 50.000 EACH | 120.00000 6000.00| 120.00000 6000.00| 120.00000 6000.00 CONSTRUCTION SIGN, A | | | 0097 801-06645 4.000 EACH | 50.00000 200.00| 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| 12.00000 4320.00 FLASHING ARROW SIGN | | | 0099 801-06775 LUMP | 26992.39000 26992.39| 31268.20000 31268.20| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0100 801-07118 72.000 LFT | 12.00000 864.00| 12.00000 864.00| 12.00000 864.00 BARRICADE, III-A | | | 0101 801-07119 228.000 LFT | 12.00000 2736.00| 12.00000 2736.00| 12.00000 2736.00 BARRICADE, III-B | | | 0102 801-08401 250.000 LFT | 47.52000 11880.00| 28.00000 7000.00| 25.00000 6250.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0103 801-09133 2.000 EACH | 3800.00000 7600.00| 2850.00000 5700.00| 3800.00000 7600.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0104 802-05701 36.000 LFT | 12.00000 432.00| 15.00000 540.00| 21.00000 756.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0105 802-05702 77.000 LFT | 9.00000 693.00| 16.50000 1270.50| 21.00000 1617.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0106 802-76025 40.000 SFT | 12.50000 500.00| 16.00000 640.00| 19.00000 760.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0107 802-76035 19.500 SFT | 14.00000 273.00| 17.00000 331.50| 22.00000 429.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0108 808-03631 680.000 LFT | 0.60000 408.00| 0.60000 408.00| 0.70000 476.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0109 808-03632 680.000 LFT | 0.60000 408.00| 0.60000 408.00| 0.70000 476.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0110 808-06703 4715.000 LFT | 0.30000 1414.50| 0.30000 1414.50| 0.36000 1697.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0111 808-75245 4295.000 LFT | 0.30000 1288.50| 0.30000 1288.50| 0.36000 1546.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0112 808-75297 40.000 LFT | 10.00000 400.00| 10.00000 400.00| 13.50000 540.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 141 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-29521-A COUNTIES : MARSHALL LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1374866 |( 3 ) 32-0154474 |LAPORTE CONSTRUCTION CO |PRIMCO INC |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 808-75998 65.000 EACH | 35.00000 2275.00| 35.00000 2275.00| 60.00000 3900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,785,017.93| $ 2,928,017.44| $ 3,013,686.28 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,785,017.93| $ 2,928,017.44| $ 3,013,686.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 141 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-29521-A COUNTIES : MARSHALL LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN 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 | 50000.00000 50000.00| | 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 109-08443 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 110-01001 LUMP | 160000.00000 160000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 64000.00000 64000.00| | CLEARING RIGHT OF WAY | | | 0009 202-96133 100.000 LFT | 10.00000 1000.00| | PIPE, REMOVE | | | 0010 203-02000 6707.000 CYS | 12.00000 80484.00| | EXCAVATION, COMMON | | | 0011 203-02070 39049.000 CYS | 9.50000 370965.50| | BORROW | | | 0012 205-03371 26.000 CYS | 105.00000 2730.00| | SEDIMENT, REMOVE | | | 0013 205-06931 103.000 TON | 76.00000 7828.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06933 5.000 EACH | 100.00000 500.00| | TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06934 10.500 TON | 455.00000 4777.50| | TEMPORARY MULCHING | | | 0016 205-06937 1415.000 LFT | 2.10000 2971.50| | TEMPORARY SILT FENCE | | | 0017 206-51230 158.000 CYS | 32.00000 5056.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0018 207-08264 9185.000 SYS | 3.80000 34903.00| | SUBGRADE TREATMENT, TYPE II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 141 -10 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-29521-A COUNTIES : MARSHALL LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08267 465.000 SYS | 13.00000 6045.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0020 211-02050 3870.000 CYS | 32.00000 123840.00| | B BORROW | | | 0021 211-06467 72.000 CYS | 47.00000 3384.00| | AGGREGATE FOR END BENT BACKFILL | | | 0022 211-09264 125.000 CYS | 18.00000 2250.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0023 211-09266 3574.000 CYS | 32.00000 114368.00| | STRUCTURE BACKFILL, TYPE 3 | | | 0024 214-07202 1642.000 SYS | 3.75000 6157.50| | GEOGRID, I | | | 0025 301-07448 4455.000 TON | 21.00000 93555.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 302-07455 100.000 CYS | 51.00000 5100.00| | DENSE GRADED SUBBASE | | | 0027 303-02051 100.000 TON | 25.20000 2520.00| | STONE, NO 2 | | | 0028 306-08043 495.000 SYS | 10.00000 4950.00| | MILLING, TRANSITION | | | 0029 401-07320 710.000 TON | 80.00000 56800.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0030 401-07389 1573.000 TON | 60.00000 94380.00| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0031 404-05511 2950.000 SYS | 2.00000 5900.00| | SEAL COAT, 2 | | | 0032 406-05520 2.200 TON | 1.00000 2.20| | ASPHALT FOR TACK COAT | | | 0033 601-01522 4.000 EACH | 2050.00000 8200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0034 601-01846 1.000 EACH | 1590.00000 1590.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0035 601-05999 2.000 EACH | 55.00000 110.00| | CURVED TERMINAL END | | | 0036 601-06246 2.000 EACH | 14000.00000 28000.00| | IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0037 601-06454 1.000 EACH | 2975.00000 2975.00| | IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-3 STAGE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 141 -11 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-29521-A COUNTIES : MARSHALL LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 601-08434 1.000 EACH | 1000.00000 1000.00| | GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0039 601-94689 1.000 EACH | 2500.00000 2500.00| | GUARDRAIL END TREATMENT, OS | | | 0040 601-99105 512.500 LFT | 17.70000 9071.25| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 602-06729 18.000 EACH | 10.00000 180.00| | BARRIER DELINEATOR | | | 0042 603-06040 700.000 LFT | 10.25000 7175.00| | FENCE, FARM FIELD, 47 IN. | | | 0043 605-06095 70.400 LFT | 38.00000 2675.20| | CURB, INTEGRAL, B, CONCRETE , MODIFIED | | | 0044 605-06145 185.000 LFT | 27.00000 4995.00| | CURB AND GUTTER, B, CONCRETE | | | 0045 609-06259 290.800 SYS | 120.00000 34896.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0046 610-07487 112.000 TON | 170.00000 19040.00| | HMA FOR APPROACHES, TYPE B | | | 0047 610-07712 149.000 SYS | 65.00000 9685.00| | PCCP FOR APPROACHES, 6 IN. | | | 0048 611-06497 4.000 EACH | 185.00000 740.00| | MAILBOX ASSEMBLY, SINGLE | | | 0049 615-06490 36.000 EACH | 117.00000 4212.00| | RIGHT OF WAY MARKER | | | 0050 615-06505 5.000 EACH | 640.00000 3200.00| | MONUMENT, B | | | 0051 616-02320 857.000 SYS | 3.00000 2571.00| | GEOTEXTILES | | | 0052 616-06451 289.000 TON | 46.00000 13294.00| | RIPRAP, UNIFORM | | | 0053 621-01004 3.000 EACH | 375.00000 1125.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-06545 1.500 TON | 1943.00000 2914.50| | FERTILIZER | | | 0055 621-06553 615.000 LBS | 3.32000 2041.80| | SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 141 -12 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-29521-A COUNTIES : MARSHALL LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 621-06557 630.000 LBS | 3.35000 2110.50| | SEED MIXTURE, T | | | 0057 621-06565 7.300 TON | 418.00000 3051.40| | MULCHING MATERIAL | | | 0058 621-06567 160.000 kGAL | 1.00000 160.00| | WATER (FOR SODDING) | | | 0059 621-06574 3094.000 SYS | 3.12000 9653.28| | SODDING | | | 0060 628-09402 12.000 MOS | 2500.00000 30000.00| | FIELD OFFICE, B | | | 0061 701-06011 2.000 EACH | 1500.00000 3000.00| | DYNAMIC PILE LOAD TEST | | | 0062 701-06012 2.000 EACH | 1700.00000 3400.00| | TEST PILE, RESTRIKE , HP 12 X 74 | | | 0063 701-06027 2.000 EACH | 2200.00000 4400.00| | TEST PILE , HP 12 X 74 | | | 0064 701-91792 39.000 EACH | 100.00000 3900.00| | PILE TIP, STEEL H , HP 12 X 74 | | | 0065 701-95780 2820.000 LFT | 59.00000 166380.00| | PILE, STEEL H, HP 12" X 74 | | | 0066 702-51005 159.200 CYS | 490.00000 78008.00| | CONCRETE, A, SUBSTRUCTURE | | | 0067 702-51015 59.900 CYS | 250.00000 14975.00| | CONCRETE, B, FOOTINGS | | | 0068 702-51863 16.000 EACH | 95.00000 1520.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0069 702-92857 47.900 CYS | 900.00000 43110.00| | CONCRETE, C, SUBSTRUCTURE | | | 0070 703-51030 17843.000 LBS | 0.79000 14095.97| | REINFORCING STEEL | | | 0071 703-51032 132097.000 LBS | 0.84000 110961.48| | REINFORCING STEEL, EPOXY COATED | | | 0072 704-51002 284.700 CYS | 700.00000 199290.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0073 706-05732 4.000 EACH | 1200.00000 4800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0074 706-51020 48.700 CYS | 445.00000 21671.50| | CONCRETE, C, RAILING | | | 0075 709-51821 LUMP | 7340.00000 7340.00| | SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 141 -13 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-29521-A COUNTIES : MARSHALL LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 711-51038 LUMP | 650000.00000 650000.00| | STRUCTURAL STEEL | | | 0077 715-02629 2.000 EACH | 800.00000 1600.00| | SAFETY METAL END SECTION, 6:1, 18 IN. | | | 0078 715-03475 1.000 EACH | 500.00000 500.00| | SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0079 715-05121 320.000 LFT | 35.00000 11200.00| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0080 715-05123 52.000 LFT | 90.00000 4680.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0081 715-05169 93.000 LFT | 33.00000 3069.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0082 715-05407 160.000 LFT | 9.00000 1440.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0083 715-26764 2.000 EACH | 10000.00000 20000.00| | GRATED BOX END SECTION, II, 10:1, 18 IN | | | 0084 715-46005 4.000 EACH | 400.00000 1600.00| | PIPE END SECTION, 15 IN. | | | 0085 715-46020 2.000 EACH | 800.00000 1600.00| | PIPE END SECTION, 24 IN. | | | 0086 716-07631 67.000 LFT | 300.00000 20100.00| | PIPE INSTALLATION, TRENCHLESS, 15 IN. | | | 0087 720-45070 1.000 EACH | 3000.00000 3000.00| | INLET, P12A 6:1 | | | 0088 724-03276 94.200 LFT | 56.00000 5275.20| | EXPANSION JOINT SEALING SYSTEM | | | 0089 726-92406 8.000 EACH | 1650.00000 13200.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0090 731-93945 5999.000 SFT | 14.00000 83986.00| | FACE PANELS, CONCRETE | | | 0091 731-93946 5999.000 SFT | 15.00000 89985.00| | WALL ERECTION | | | 0092 731-93947 378.000 LFT | 37.00000 13986.00| | LEVELING PAD, CONCRETE | | | 0093 801-03290 4.000 EACH | 179.00000 716.00| | CONSTRUCTION SIGN, C | | | 0094 801-04308 8.000 EACH | 300.00000 2400.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0095 801-06625 31.000 EACH | 69.00000 2139.00| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 141 -14 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-29521-A COUNTIES : MARSHALL LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 801-06640 50.000 EACH | 120.00000 6000.00| | CONSTRUCTION SIGN, A | | | 0097 801-06645 4.000 EACH | 50.00000 200.00| | CONSTRUCTION SIGN, B | | | 0098 801-06710 360.000 DAY | 12.00000 4320.00| | FLASHING ARROW SIGN | | | 0099 801-06775 LUMP | 30000.00000 30000.00| | MAINTAINING TRAFFIC | | | 0100 801-07118 72.000 LFT | 12.00000 864.00| | BARRICADE, III-A | | | 0101 801-07119 228.000 LFT | 12.00000 2736.00| | BARRICADE, III-B | | | 0102 801-08401 250.000 LFT | 25.00000 6250.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0103 801-09133 2.000 EACH | 3800.00000 7600.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0104 802-05701 36.000 LFT | 15.00000 540.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0105 802-05702 77.000 LFT | 16.50000 1270.50| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0106 802-76025 40.000 SFT | 16.00000 640.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0107 802-76035 19.500 SFT | 17.00000 331.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0108 808-03631 680.000 LFT | 0.60000 408.00| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0109 808-03632 680.000 LFT | 0.60000 408.00| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0110 808-06703 4715.000 LFT | 0.30000 1414.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0111 808-75245 4295.000 LFT | 0.30000 1288.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0112 808-75297 40.000 LFT | 10.00000 400.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 141 -15 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-29521-A COUNTIES : MARSHALL LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 808-75998 65.000 EACH | 35.00000 2275.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,185,912.28| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,185,912.28| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 151 -1 VENDOR RANKING CALL ORDER : 151 CONTRACT ID : IB-30839-A COUNTIES : TIPPECANOE LETTING DATE : 11/19/08 10:15 AM DISTRICT : 61 CONTRACT TIME : 10/31/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0400992 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM JACK CONSTRUCTION CO $ 2,683,547.39 100.0000% 2 61-1023045 FAULKNER CONSTRUCTION LLC $ 3,097,000.00 115.4069% 3 35-1917625 MILESTONE CONTRACTORS LP $ 3,271,062.46 121.8932% 4 90-0177865 HIS CONSTRUCTORS LLC $ 3,379,696.10 125.9414% 5 35-1875662 CRIDER & CRIDER INC $ 3,740,296.74 139.3788% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,799,731.64 141.5936% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 151 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 151 CONTRACT ID : IB-30839-A COUNTIES : TIPPECANOE LETTING DATE : 11/19/08 10:15 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 61-1023045 |( 3 ) 35-1917625 |ISOM JACK CONSTRUCTION CO |FAULKNER CONSTRUCTION LLC |MILESTONE CONTRACTORS LP 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 | 42000.00000 42000.00| 55575.07000 55575.07| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 2.000 EACH | 120.00000 240.00| 150.00000 300.00| 90.00000 180.00 RADIO | | | 0003 105-08520 1.000 EACH | 120.00000 120.00| 150.00000 150.00| 90.00000 90.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 75.00000 900.00| 35.00000 420.00| 120.00000 1440.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 24.000 MOS | 75.00000 1800.00| 30.00000 720.00| 120.00000 2880.00 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 | | | 0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 110-01001 LUMP | 115000.00000 115000.00| 147476.19050 147476.19| 156500.00000 156500.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 8500.00000 8500.00| 21000.00000 21000.00| 33000.00000 33000.00 CLEARING RIGHT OF WAY | | | 0014 202-03000 LUMP | 12000.00000 12000.00| 51700.00000 51700.00| 17000.00000 17000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 48 | | | 0015 203-02000 6731.000 CYS | 6.00000 40386.00| 1.00000 6731.00| 8.00000 53848.00 EXCAVATION, COMMON | | | 0016 203-02070 61629.000 CYS | 3.85000 237271.65| 5.27000 324784.83| 6.60000 406751.40 BORROW | | | 0017 205-03371 600.000 CYS | 12.00000 7200.00| 2.00000 1200.00| 14.00000 8400.00 SEDIMENT, REMOVE | | | 0018 205-06930 17.800 TON | 26.00000 462.80| 44.75000 796.55| 70.00000 1246.00 SPLASHPAD, RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 151 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 151 CONTRACT ID : IB-30839-A COUNTIES : TIPPECANOE LETTING DATE : 11/19/08 10:15 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 61-1023045 |( 3 ) 35-1917625 |ISOM JACK CONSTRUCTION CO |FAULKNER CONSTRUCTION LLC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06931 94.000 TON | 25.00000 2350.00| 29.75000 2796.50| 65.00000 6110.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06937 1650.000 LFT | 1.92000 3168.00| 1.58000 2607.00| 1.60000 2640.00 TEMPORARY SILT FENCE | | | 0021 205-06938 362.000 LFT | 25.00000 9050.00| 10.00000 3620.00| 18.00000 6516.00 TEMPORARY SLOPE DRAIN | | | 0022 206-51230 95.000 CYS | 12.00000 1140.00| 10.00000 950.00| 40.00000 3800.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 207-08266 8888.000 SYS | 0.85000 7554.80| 1.00000 8888.00| 2.00000 17776.00 SUBGRADE TREATMENT, TYPE III | | | 0024 207-08267 888.000 SYS | 6.00000 5328.00| 8.00000 7104.00| 12.00000 10656.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0025 211-02050 6470.000 CYS | 19.00000 122930.00| 18.75000 121312.50| 23.00000 148810.00 B BORROW | | | 0026 211-09264 270.000 CYS | 20.00000 5400.00| 40.00000 10800.00| 27.00000 7290.00 STRUCTURE BACKFILL, TYPE 1 | | | 0027 211-09266 12000.000 CYS | 18.00000 216000.00| 18.75000 225000.00| 23.00000 276000.00 STRUCTURE BACKFILL, TYPE 3 | | | 0028 211-09267 65.000 CYS | 175.00000 11375.00| 100.00000 6500.00| 120.00000 7800.00 STRUCTURE BACKFILL, TYPE 4 | | | 0030 301-07448 3881.000 TON | 14.59000 56623.79| 25.00000 97025.00| 16.00000 62096.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 302-07455 28.000 CYS | 35.00000 980.00| 40.00000 1120.00| 100.00000 2800.00 DENSE GRADED SUBBASE | | | 0032 303-02051 100.000 TON | 19.00000 1900.00| 20.00000 2000.00| 26.00000 2600.00 STONE, NO 2 | | | 0033 303-07449 111.000 TON | 16.55000 1837.05| 20.00000 2220.00| 20.00000 2220.00 COMPACTED AGGREGATE, NO. 73 | | | 0035 304-07492 18.000 TON | 275.00000 4950.00| 204.36000 3678.48| 220.00000 3960.00 WIDENING WITH HMA, TYPE A | | | 0036 306-08034 329.000 SYS | 12.00000 3948.00| 13.96000 4592.84| 15.00000 4935.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0037 402-07432 773.000 TON | 75.00000 57975.00| 66.80000 51636.40| 71.00000 54883.00 HMA SURFACE, TYPE A | | | 0038 402-07435 1738.000 TON | 67.00000 116446.00| 64.29000 111736.02| 60.00000 104280.00 HMA INTERMEDIATE, TYPE A | | | 0040 406-05520 2.500 TON | 600.00000 1500.00| 543.16000 1357.90| 700.00000 1750.00 ASPHALT FOR TACK COAT | | | 0041 601-01522 4.000 EACH | 2200.00000 8800.00| 1980.00000 7920.00| 2020.00000 8080.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 151 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 151 CONTRACT ID : IB-30839-A COUNTIES : TIPPECANOE LETTING DATE : 11/19/08 10:15 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 61-1023045 |( 3 ) 35-1917625 |ISOM JACK CONSTRUCTION CO |FAULKNER CONSTRUCTION LLC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 601-05586 1.000 EACH | 2175.00000 2175.00| 2210.00000 2210.00| 2254.00000 2254.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0043 601-06037 3.000 EACH | 975.00000 2925.00| 830.00000 2490.00| 847.00000 2541.00 GUARDRAIL END TREATMENT, I | | | 0044 601-99105 237.500 LFT | 18.88000 4484.00| 18.00000 4275.00| 18.40000 4370.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0045 601-99106 568.750 LFT | 30.00000 17062.50| 27.20000 15470.00| 27.70000 15754.38 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0046 602-06729 20.000 EACH | 15.00000 300.00| 10.00000 200.00| 10.20000 204.00 BARRIER DELINEATOR | | | 0047 603-06045 750.000 LFT | 18.00000 13500.00| 15.00000 11250.00| 15.30000 11475.00 FENCE, CHAIN LINK, 48 IN. | | | 0048 605-06095 663.000 LFT | 17.50000 11602.50| 15.00000 9945.00| 15.50000 10276.50 CURB, INTEGRAL, B, CONCRETE , MODOFIED | | | 0049 609-06257 156.000 SYS | 68.00000 10608.00| 55.00000 8580.00| 104.00000 16224.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0050 610-07486 246.000 TON | 115.00000 28290.00| 109.80000 27010.80| 111.00000 27306.00 HMA FOR APPROACHES, TYPE A | | | 0051 611-06497 5.000 EACH | 190.00000 950.00| 153.00000 765.00| 156.00000 780.00 MAILBOX ASSEMBLY, SINGLE | | | 0052 611-06498 1.000 EACH | 230.00000 230.00| 268.00000 268.00| 274.00000 274.00 MAILBOX ASSEMBLY, DOUBLE | | | 0053 615-06505 9.000 EACH | 725.00000 6525.00| 595.00000 5355.00| 605.00000 5445.00 MONUMENT, B | | | 0054 615-06510 2.000 EACH | 585.00000 1170.00| 380.00000 760.00| 385.00000 770.00 MONUMENT, C | | | 0055 616-02320 572.000 SYS | 5.00000 2860.00| 1.20000 686.40| 2.00000 1144.00 GEOTEXTILES | | | 0056 616-06405 417.000 TON | 24.00000 10008.00| 27.75000 11571.75| 45.00000 18765.00 RIPRAP, REVETMENT | | | 0057 621-01004 6.000 EACH | 350.00000 2100.00| 275.00000 1650.00| 280.00000 1680.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0058 621-06545 3.000 TON | 1100.00000 3300.00| 850.00000 2550.00| 867.00000 2601.00 FERTILIZER | | | 0059 621-06553 986.000 LBS | 11.00000 10846.00| 8.74000 8617.64| 8.90000 8775.40 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 151 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 151 CONTRACT ID : IB-30839-A COUNTIES : TIPPECANOE LETTING DATE : 11/19/08 10:15 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 61-1023045 |( 3 ) 35-1917625 |ISOM JACK CONSTRUCTION CO |FAULKNER CONSTRUCTION LLC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 621-06557 464.000 LBS | 7.00000 3248.00| 4.65000 2157.60| 4.70000 2180.80 SEED MIXTURE, T | | | 0061 621-06565 23.000 TON | 500.00000 11500.00| 200.00000 4600.00| 204.00000 4692.00 MULCHING MATERIAL | | | 0062 621-06574 4816.000 SYS | 4.00000 19264.00| 2.84000 13677.44| 3.30000 15892.80 SODDING | | | 0063 628-09402 12.000 MOS | 2300.00000 27600.00| 1454.00000 17448.00| 2700.00000 32400.00 FIELD OFFICE, B | | | 0064 628-09407 24.000 MOS | 300.00000 7200.00| 212.00000 5088.00| 300.00000 7200.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 | | | 0065 701-06011 2.000 EACH | 2000.00000 4000.00| 6500.00000 13000.00| 2500.00000 5000.00 DYNAMIC PILE LOAD TEST | | | 0066 701-06012 2.000 EACH | 850.00000 1700.00| 400.00000 800.00| 1400.00000 2800.00 TEST PILE, RESTRIKE , HP 12 X 74 | | | 0067 701-06027 2.000 EACH | 3900.00000 7800.00| 2900.00000 5800.00| 5000.00000 10000.00 TEST PILE , HP 12 X 74 | | | 0068 701-91792 30.000 EACH | 105.00000 3150.00| 90.00000 2700.00| 100.00000 3000.00 PILE TIP, STEEL H | | | 0069 701-95780 2285.000 LFT | 49.00000 111965.00| 46.97000 107326.45| 65.00000 148525.00 PILE, STEEL H, HP 12" X 74 | | | 0070 702-51005 180.500 CYS | 500.00000 90250.00| 1179.50000 212899.75| 550.00000 99275.00 CONCRETE, A, SUBSTRUCTURE | | | 0071 703-51030 15438.000 LBS | 0.57000 8799.66| 2.34000 36124.92| 0.80000 12350.40 REINFORCING STEEL | | | 0072 703-51032 133012.000 LBS | 0.65000 86457.80| 1.46000 194197.52| 0.89000 118380.68 REINFORCING STEEL, EPOXY COATED | | | 0073 704-51002 349.500 CYS | 500.00000 174750.00| 673.54000 235402.23| 650.00000 227175.00 CONCRETE, C, SUPERSTRUCTURE | | | 0074 706-05732 4.000 EACH | 1350.00000 5400.00| 2000.00000 8000.00| 1428.00000 5712.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0075 706-51020 68.200 CYS | 400.00000 27280.00| 365.00000 24893.00| 475.00000 32395.00 CONCRETE, C, RAILING | | | 0076 707-09332 1346.000 LFT | 217.00000 292082.00| 193.36000 260262.56| 225.00000 302850.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 66 IN. X 48 IN. | | | 0077 709-51821 LUMP | 8800.00000 8800.00| 7000.00000 7000.00| 7040.00000 7040.00 SURFACE SEAL | | | 0078 715-05048 300.000 LFT | 10.00000 3000.00| 10.00000 3000.00| 18.00000 5400.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 151 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 151 CONTRACT ID : IB-30839-A COUNTIES : TIPPECANOE LETTING DATE : 11/19/08 10:15 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 61-1023045 |( 3 ) 35-1917625 |ISOM JACK CONSTRUCTION CO |FAULKNER CONSTRUCTION LLC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 715-05049 300.000 LFT | 12.00000 3600.00| 11.00000 3300.00| 19.30000 5790.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0080 715-05051 300.000 LFT | 13.00000 3900.00| 12.00000 3600.00| 23.20000 6960.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0081 715-05052 300.000 LFT | 14.00000 4200.00| 18.00000 5400.00| 26.90000 8070.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0082 715-05119 60.000 LFT | 19.00000 1140.00| 29.00000 1740.00| 30.80000 1848.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0083 715-05123 76.000 LFT | 20.75000 1577.00| 29.00000 2204.00| 41.40000 3146.40 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0084 715-05125 74.000 LFT | 30.00000 2220.00| 35.00000 2590.00| 51.20000 3788.80 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0085 715-05149 73.000 LFT | 15.00000 1095.00| 28.00000 2044.00| 26.90000 1963.70 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0086 715-05152 54.000 LFT | 21.00000 1134.00| 32.00000 1728.00| 31.60000 1706.40 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0087 715-05154 142.000 LFT | 23.00000 3266.00| 28.00000 3976.00| 45.20000 6418.40 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0088 715-05168 36.000 LFT | 15.00000 540.00| 26.00000 936.00| 26.90000 968.40 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0089 715-05237 106.000 LFT | 122.00000 12932.00| 25.00000 2650.00| 125.00000 13250.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 6.4 | | | SQ. FT. | | | 0090 715-08282 4.000 TON | 350.00000 1400.00| 200.00000 800.00| 150.00000 600.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0091 715-46000 3.000 EACH | 135.00000 405.00| 850.00000 2550.00| 695.00000 2085.00 PIPE END SECTION, 12 IN. | | | 0092 715-46005 2.000 EACH | 145.00000 290.00| 850.00000 1700.00| 735.00000 1470.00 PIPE END SECTION, 15 IN. | | | 0093 715-46020 2.000 EACH | 225.00000 450.00| 1100.00000 2200.00| 1050.00000 2100.00 PIPE END SECTION, 24 IN. | | | 0094 715-46030 2.000 EACH | 445.00000 890.00| 1250.00000 2500.00| 1540.00000 3080.00 PIPE END SECTION, 30 IN. | | | 0095 715-46095 4.000 EACH | 955.00000 3820.00| 1400.00000 5600.00| 1795.00000 7180.00 PIPE END SECTION, MIN. AREA 6.4 SQ. FT. | | | 0096 720-45030 1.000 EACH | 1100.00000 1100.00| 1100.00000 1100.00| 1730.00000 1730.00 INLET, E7 | | | 0097 720-45040 2.000 EACH | 1350.00000 2700.00| 2100.00000 4200.00| 2115.00000 4230.00 INLET, G7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 151 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 151 CONTRACT ID : IB-30839-A COUNTIES : TIPPECANOE LETTING DATE : 11/19/08 10:15 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 61-1023045 |( 3 ) 35-1917625 |ISOM JACK CONSTRUCTION CO |FAULKNER CONSTRUCTION LLC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 720-45260 1.000 EACH | 875.00000 875.00| 400.00000 400.00| 850.00000 850.00 PIPE CATCH BASIN, 12 IN. | | | 0099 720-93501 1.000 EACH | 3200.00000 3200.00| 5750.00000 5750.00| 5435.00000 5435.00 MANHOLE, L4 | | | 0100 731-93945 19690.000 SFT | 16.00000 315040.00| 13.20000 259908.00| 17.00000 334730.00 FACE PANELS, CONCRETE | | | 0101 731-93946 19690.000 SFT | 6.00000 118140.00| 5.33000 104947.70| 9.50000 187055.00 WALL ERECTION | | | 0102 731-93947 848.000 LFT | 23.00000 19504.00| 17.05000 14458.40| 27.00000 22896.00 LEVELING PAD, CONCRETE | | | 0103 801-04308 5.000 EACH | 362.00000 1810.00| 325.00000 1625.00| 230.00000 1150.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0104 801-06625 18.000 EACH | 103.00000 1854.00| 85.00000 1530.00| 87.00000 1566.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0105 801-06640 9.000 EACH | 197.00000 1773.00| 165.00000 1485.00| 122.00000 1098.00 CONSTRUCTION SIGN, A | | | 0106 801-06775 LUMP | 11000.00000 11000.00| 85500.00000 85500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0107 801-07119 48.000 LFT | 19.00000 912.00| 16.00000 768.00| 15.30000 734.40 BARRICADE, III-B | | | 0108 802-05701 104.000 LFT | 22.00000 2288.00| 19.00000 1976.00| 19.40000 2017.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0109 802-05702 21.000 LFT | 22.00000 462.00| 19.00000 399.00| 19.40000 407.40 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0110 802-76025 53.500 SFT | 36.00000 1926.00| 32.00000 1712.00| 32.60000 1744.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0111 802-76035 8.000 SFT | 36.00000 288.00| 32.00000 256.00| 32.60000 260.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0112 808-06713 5322.000 LFT | 0.22000 1170.84| 0.13000 691.86| 0.50000 2661.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0113 808-75054 776.000 LFT | 2.00000 1552.00| 2.25000 1746.00| 2.75000 2134.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0114 808-75245 4546.000 LFT | 2.00000 9092.00| 0.35000 1591.10| 0.45000 2045.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 151 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 151 CONTRACT ID : IB-30839-A COUNTIES : TIPPECANOE LETTING DATE : 11/19/08 10:15 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 61-1023045 |( 3 ) 35-1917625 |ISOM JACK CONSTRUCTION CO |FAULKNER CONSTRUCTION LLC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0115 808-75297 28.000 LFT | 26.00000 728.00| 22.95000 642.60| 10.00000 280.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0116 213-09269 113.000 CYS | 150.00000 16950.00| 80.00000 9040.00| 74.00000 8362.00 FLOWABLE BACKFILL, NON-REMOVEABLE | | | SECTION TOTALS | $ 2,683,547.39| $ 3,097,000.00| $ 3,271,062.46 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,683,547.39| $ 3,097,000.00| $ 3,271,062.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 151 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 151 CONTRACT ID : IB-30839-A COUNTIES : TIPPECANOE LETTING DATE : 11/19/08 10:15 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1875662 |( 6 ) 35-1618530 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |AMERICAN CONTRACTING & SERVIC 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 | 20000.00000 20000.00| 244000.00000 244000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 2.000 EACH | 89.60000 179.20| 100.00000 200.00| 350.00000 700.00 RADIO | | | 0003 105-08520 1.000 EACH | 179.19000 179.19| 150.00000 150.00| 350.00000 350.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 77.65000 931.80| 75.00000 900.00| 75.00000 900.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 24.000 MOS | 41.81000 1003.44| 50.00000 1200.00| 75.00000 1800.00 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 | | | 0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 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 110-01001 LUMP | 165000.00000 165000.00| 187500.00000 187500.00| 189986.58200 189986.58 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 33000.00000 33000.00| 50000.00000 50000.00| 12330.00000 12330.00 CLEARING RIGHT OF WAY | | | 0014 202-03000 LUMP | 30000.00000 30000.00| 7500.00000 7500.00| 15850.00000 15850.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 48 | | | 0015 203-02000 6731.000 CYS | 13.43000 90397.33| 25.00000 168275.00| 18.65000 125533.15 EXCAVATION, COMMON | | | 0016 203-02070 61629.000 CYS | 9.50000 585475.50| 5.00000 308145.00| 6.75000 415995.75 BORROW | | | 0017 205-03371 600.000 CYS | 16.19000 9714.00| 15.00000 9000.00| 12.17000 7302.00 SEDIMENT, REMOVE | | | 0018 205-06930 17.800 TON | 65.42000 1164.48| 45.00000 801.00| 40.72000 724.82 SPLASHPAD, RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 151 -10 TABULATION OF BIDS ROUTE : CALL ORDER : 151 CONTRACT ID : IB-30839-A COUNTIES : TIPPECANOE LETTING DATE : 11/19/08 10:15 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1875662 |( 6 ) 35-1618530 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06931 94.000 TON | 40.23000 3781.62| 45.00000 4230.00| 39.23000 3687.62 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06937 1650.000 LFT | 1.62000 2673.00| 1.58000 2607.00| 1.58000 2607.00 TEMPORARY SILT FENCE | | | 0021 205-06938 362.000 LFT | 19.45000 7040.90| 17.50000 6335.00| 14.72000 5328.64 TEMPORARY SLOPE DRAIN | | | 0022 206-51230 95.000 CYS | 26.18000 2487.10| 25.00000 2375.00| 32.28000 3066.60 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 207-08266 8888.000 SYS | 1.00000 8888.00| 0.25000 2222.00| 5.00000 44440.00 SUBGRADE TREATMENT, TYPE III | | | 0024 207-08267 888.000 SYS | 8.85000 7858.80| 8.00000 7104.00| 5.00000 4440.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0025 211-02050 6470.000 CYS | 20.00000 129400.00| 22.50000 145575.00| 12.45000 80551.50 B BORROW | | | 0026 211-09264 270.000 CYS | 20.00000 5400.00| 21.50000 5805.00| 21.00000 5670.00 STRUCTURE BACKFILL, TYPE 1 | | | 0027 211-09266 12000.000 CYS | 20.00000 240000.00| 23.75000 285000.00| 22.75000 273000.00 STRUCTURE BACKFILL, TYPE 3 | | | 0028 211-09267 65.000 CYS | 105.00000 6825.00| 60.00000 3900.00| 115.00000 7475.00 STRUCTURE BACKFILL, TYPE 4 | | | 0030 301-07448 3881.000 TON | 19.47000 75563.07| 16.25000 63066.25| 16.50000 64036.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 302-07455 28.000 CYS | 90.71000 2539.88| 60.00000 1680.00| 36.80000 1030.40 DENSE GRADED SUBBASE | | | 0032 303-02051 100.000 TON | 22.00000 2200.00| 25.00000 2500.00| 21.50000 2150.00 STONE, NO 2 | | | 0033 303-07449 111.000 TON | 29.04000 3223.44| 25.00000 2775.00| 16.50000 1831.50 COMPACTED AGGREGATE, NO. 73 | | | 0035 304-07492 18.000 TON | 209.03000 3762.54| 204.36000 3678.48| 205.00000 3690.00 WIDENING WITH HMA, TYPE A | | | 0036 306-08034 329.000 SYS | 10.28000 3382.12| 13.96000 4592.84| 20.00000 6580.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0037 402-07432 773.000 TON | 68.33000 52819.09| 66.80000 51636.40| 67.00000 51791.00 HMA SURFACE, TYPE A | | | 0038 402-07435 1738.000 TON | 60.29000 104784.02| 58.94000 102437.72| 59.00000 102542.00 HMA INTERMEDIATE, TYPE A | | | 0040 406-05520 2.500 TON | 555.56000 1388.90| 543.16000 1357.90| 545.00000 1362.50 ASPHALT FOR TACK COAT | | | 0041 601-01522 4.000 EACH | 1841.10000 7364.40| 1800.00000 7200.00| 2000.00000 8000.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 151 -11 TABULATION OF BIDS ROUTE : CALL ORDER : 151 CONTRACT ID : IB-30839-A COUNTIES : TIPPECANOE LETTING DATE : 11/19/08 10:15 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1875662 |( 6 ) 35-1618530 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 601-05586 1.000 EACH | 1738.81000 1738.81| 1700.00000 1700.00| 1990.00000 1990.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0043 601-06037 3.000 EACH | 1125.11000 3375.33| 1100.00000 3300.00| 850.00000 2550.00 GUARDRAIL END TREATMENT, I | | | 0044 601-99105 237.500 LFT | 23.53000 5588.38| 23.00000 5462.50| 17.25000 4096.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0045 601-99106 568.750 LFT | 31.71000 18035.06| 15.00000 8531.25| 27.50000 15640.63 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0046 602-06729 20.000 EACH | 8.18000 163.60| 10.00000 200.00| 10.00000 200.00 BARRIER DELINEATOR | | | 0047 603-06045 750.000 LFT | 13.30000 9975.00| 13.00000 9750.00| 15.50000 11625.00 FENCE, CHAIN LINK, 48 IN. | | | 0048 605-06095 663.000 LFT | 23.00000 15249.00| 20.00000 13260.00| 30.00000 19890.00 CURB, INTEGRAL, B, CONCRETE , MODOFIED | | | 0049 609-06257 156.000 SYS | 86.16000 13440.96| 85.00000 13260.00| 100.00000 15600.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0050 610-07486 246.000 TON | 112.31000 27628.26| 109.80000 27010.80| 110.00000 27060.00 HMA FOR APPROACHES, TYPE A | | | 0051 611-06497 5.000 EACH | 153.42000 767.10| 150.00000 750.00| 175.00000 875.00 MAILBOX ASSEMBLY, SINGLE | | | 0052 611-06498 1.000 EACH | 184.11000 184.11| 180.00000 180.00| 210.00000 210.00 MAILBOX ASSEMBLY, DOUBLE | | | 0053 615-06505 9.000 EACH | 511.42000 4602.78| 500.00000 4500.00| 595.00000 5355.00 MONUMENT, B | | | 0054 615-06510 2.000 EACH | 306.85000 613.70| 300.00000 600.00| 490.00000 980.00 MONUMENT, C | | | 0055 616-02320 572.000 SYS | 2.81000 1607.32| 2.00000 1144.00| 1.42000 812.24 GEOTEXTILES | | | 0056 616-06405 417.000 TON | 34.84000 14528.28| 30.00000 12510.00| 33.80000 14094.60 RIPRAP, REVETMENT | | | 0057 621-01004 6.000 EACH | 281.28000 1687.68| 275.00000 1650.00| 275.00000 1650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0058 621-06545 3.000 TON | 869.41000 2608.23| 850.00000 2550.00| 850.00000 2550.00 FERTILIZER | | | 0059 621-06553 986.000 LBS | 8.94000 8814.84| 8.74000 8617.64| 8.74000 8617.64 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 151 -12 TABULATION OF BIDS ROUTE : CALL ORDER : 151 CONTRACT ID : IB-30839-A COUNTIES : TIPPECANOE LETTING DATE : 11/19/08 10:15 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1875662 |( 6 ) 35-1618530 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 621-06557 464.000 LBS | 4.76000 2208.64| 4.65000 2157.60| 4.65000 2157.60 SEED MIXTURE, T | | | 0061 621-06565 23.000 TON | 204.57000 4705.11| 200.00000 4600.00| 200.00000 4600.00 MULCHING MATERIAL | | | 0062 621-06574 4816.000 SYS | 2.90000 13966.40| 2.84000 13677.44| 2.84000 13677.44 SODDING | | | 0063 628-09402 12.000 MOS | 1750.00000 21000.00| 1920.00000 23040.00| 2500.00000 30000.00 FIELD OFFICE, B | | | 0064 628-09407 24.000 MOS | 238.92000 5734.08| 100.00000 2400.00| 300.00000 7200.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 | | | 0065 701-06011 2.000 EACH | 3700.00000 7400.00| 1500.00000 3000.00| 4000.00000 8000.00 DYNAMIC PILE LOAD TEST | | | 0066 701-06012 2.000 EACH | 1200.00000 2400.00| 1500.00000 3000.00| 1000.00000 2000.00 TEST PILE, RESTRIKE , HP 12 X 74 | | | 0067 701-06027 2.000 EACH | 25.00000 50.00| 1500.00000 3000.00| 1000.00000 2000.00 TEST PILE , HP 12 X 74 | | | 0068 701-91792 30.000 EACH | 95.00000 2850.00| 95.00000 2850.00| 150.00000 4500.00 PILE TIP, STEEL H | | | 0069 701-95780 2285.000 LFT | 52.50000 119962.50| 95.00000 217075.00| 75.00000 171375.00 PILE, STEEL H, HP 12" X 74 | | | 0070 702-51005 180.500 CYS | 525.00000 94762.50| 525.00000 94762.50| 750.00000 135375.00 CONCRETE, A, SUBSTRUCTURE | | | 0071 703-51030 15438.000 LBS | 0.76000 11732.88| 0.90000 13894.20| 1.10000 16981.80 REINFORCING STEEL | | | 0072 703-51032 133012.000 LBS | 0.83000 110399.96| 1.00000 133012.00| 1.20000 159614.40 REINFORCING STEEL, EPOXY COATED | | | 0073 704-51002 349.500 CYS | 525.00000 183487.50| 525.00000 183487.50| 700.00000 244650.00 CONCRETE, C, SUPERSTRUCTURE | | | 0074 706-05732 4.000 EACH | 1600.00000 6400.00| 1200.00000 4800.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0075 706-51020 68.200 CYS | 450.00000 30690.00| 450.00000 30690.00| 466.00000 31781.20 CONCRETE, C, RAILING | | | 0076 707-09332 1346.000 LFT | 243.00000 327078.00| 310.00000 417260.00| 500.00000 673000.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 66 IN. X 48 IN. | | | 0077 709-51821 LUMP | 7151.96000 7151.96| 400.00000 400.00| 6992.31000 6992.31 SURFACE SEAL | | | 0078 715-05048 300.000 LFT | 7.35000 2205.00| 10.00000 3000.00| 5.83000 1749.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 151 -13 TABULATION OF BIDS ROUTE : CALL ORDER : 151 CONTRACT ID : IB-30839-A COUNTIES : TIPPECANOE LETTING DATE : 11/19/08 10:15 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1875662 |( 6 ) 35-1618530 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 715-05049 300.000 LFT | 8.07000 2421.00| 12.50000 3750.00| 27.55000 8265.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0080 715-05051 300.000 LFT | 9.29000 2787.00| 15.00000 4500.00| 28.75000 8625.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0081 715-05052 300.000 LFT | 18.06000 5418.00| 17.50000 5250.00| 29.93000 8979.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0082 715-05119 60.000 LFT | 26.97000 1618.20| 23.00000 1380.00| 37.70000 2262.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0083 715-05123 76.000 LFT | 36.71000 2789.96| 37.00000 2812.00| 49.90000 3792.40 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0084 715-05125 74.000 LFT | 45.52000 3368.48| 44.09000 3262.66| 56.55000 4184.70 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0085 715-05149 73.000 LFT | 24.38000 1779.74| 21.00000 1533.00| 32.00000 2336.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0086 715-05152 54.000 LFT | 29.80000 1609.20| 27.00000 1458.00| 34.95000 1887.30 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0087 715-05154 142.000 LFT | 36.72000 5214.24| 36.00000 5112.00| 47.90000 6801.80 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0088 715-05168 36.000 LFT | 19.08000 686.88| 21.00000 756.00| 32.70000 1177.20 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0089 715-05237 106.000 LFT | 59.23000 6278.38| 115.00000 12190.00| 153.50000 16271.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 6.4 | | | SQ. FT. | | | 0090 715-08282 4.000 TON | 106.38000 425.52| 200.00000 800.00| 250.00000 1000.00 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0091 715-46000 3.000 EACH | 670.92000 2012.76| 300.00000 900.00| 375.00000 1125.00 PIPE END SECTION, 12 IN. | | | 0092 715-46005 2.000 EACH | 704.11000 1408.22| 350.00000 700.00| 390.00000 780.00 PIPE END SECTION, 15 IN. | | | 0093 715-46020 2.000 EACH | 803.65000 1607.30| 475.00000 950.00| 590.00000 1180.00 PIPE END SECTION, 24 IN. | | | 0094 715-46030 2.000 EACH | 889.92000 1779.84| 690.00000 1380.00| 660.00000 1320.00 PIPE END SECTION, 30 IN. | | | 0095 715-46095 4.000 EACH | 1268.21000 5072.84| 1320.00000 5280.00| 875.00000 3500.00 PIPE END SECTION, MIN. AREA 6.4 SQ. FT. | | | 0096 720-45030 1.000 EACH | 1238.83000 1238.83| 1275.00000 1275.00| 1500.00000 1500.00 INLET, E7 | | | 0097 720-45040 2.000 EACH | 1717.64000 3435.28| 1700.00000 3400.00| 2650.00000 5300.00 INLET, G7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 151 -14 TABULATION OF BIDS ROUTE : CALL ORDER : 151 CONTRACT ID : IB-30839-A COUNTIES : TIPPECANOE LETTING DATE : 11/19/08 10:15 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1875662 |( 6 ) 35-1618530 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0098 720-45260 1.000 EACH | 794.50000 794.50| 1000.00000 1000.00| 1100.00000 1100.00 PIPE CATCH BASIN, 12 IN. | | | 0099 720-93501 1.000 EACH | 4345.74000 4345.74| 5000.00000 5000.00| 8250.00000 8250.00 MANHOLE, L4 | | | 0100 731-93945 19690.000 SFT | 15.75000 310117.50| 16.00000 315040.00| 20.00000 393800.00 FACE PANELS, CONCRETE | | | 0101 731-93946 19690.000 SFT | 13.50000 265815.00| 10.00000 196900.00| 6.00000 118140.00 WALL ERECTION | | | 0102 731-93947 848.000 LFT | 23.00000 19504.00| 15.00000 12720.00| 25.00000 21200.00 LEVELING PAD, CONCRETE | | | 0103 801-04308 5.000 EACH | 404.02000 2020.10| 395.00000 1975.00| 675.00000 3375.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0104 801-06625 18.000 EACH | 127.85000 2301.30| 125.00000 2250.00| 135.00000 2430.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0105 801-06640 9.000 EACH | 138.08000 1242.72| 135.00000 1215.00| 295.00000 2655.00 CONSTRUCTION SIGN, A | | | 0106 801-06775 LUMP | 5000.00000 5000.00| 175000.00000 175000.00| 5200.00000 5200.00 MAINTAINING TRAFFIC | | | 0107 801-07119 48.000 LFT | 12.27000 588.96| 12.00000 576.00| 31.00000 1488.00 BARRICADE, III-B | | | 0108 802-05701 104.000 LFT | 18.41000 1914.64| 18.00000 1872.00| 19.00000 1976.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0109 802-05702 21.000 LFT | 16.37000 343.77| 16.00000 336.00| 19.00000 399.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0110 802-76025 53.500 SFT | 19.43000 1039.51| 19.00000 1016.50| 32.00000 1712.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0111 802-76035 8.000 SFT | 20.46000 163.68| 20.00000 160.00| 32.00000 256.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0112 808-06713 5322.000 LFT | 0.13000 691.86| 0.13000 691.86| 0.67000 3565.74 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0113 808-75054 776.000 LFT | 2.30000 1784.80| 2.25000 1746.00| 2.55000 1978.80 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0114 808-75245 4546.000 LFT | 0.36000 1636.56| 0.35000 1591.10| 0.90000 4091.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 151 -15 TABULATION OF BIDS ROUTE : CALL ORDER : 151 CONTRACT ID : IB-30839-A COUNTIES : TIPPECANOE LETTING DATE : 11/19/08 10:15 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1875662 |( 6 ) 35-1618530 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0115 808-75297 28.000 LFT | 23.47000 657.16| 22.95000 642.60| 15.00000 420.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0116 213-09269 113.000 CYS | 137.68000 15557.84| 80.00000 9040.00| 200.00000 22600.00 FLOWABLE BACKFILL, NON-REMOVEABLE | | | SECTION TOTALS | $ 3,379,696.10| $ 3,740,296.74| $ 3,799,731.64 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,379,696.10| $ 3,740,296.74| $ 3,799,731.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -1 VENDOR RANKING CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : 66 CONTRACT TIME : 06/01/11 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710951 0753015 996136B OTHERS SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-0907180 E S WAGNER COMPANY $ 29,854,562.14 100.0000% 2 35-1875662 CRIDER & CRIDER INC $ 29,857,593.32 100.0102% 3 35-1698047 GRADEX INC $ 34,555,664.80 115.7467% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 35,656,000.00 119.4323% 5 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 35,789,962.22 119.8810% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -2 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0907180 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |E S WAGNER 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 ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 240000.00000 240000.00| 279990.00000 279990.00| 750000.00000 750000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 4.000 EACH | 175.00000 700.00| 160.00000 640.00| 150.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 104.000 MOS | 75.00000 7800.00| 50.00000 5200.00| 125.00000 13000.00 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 | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 110-01001 LUMP | 1450000.00000 1450000.00| 1480000.00000 1480000.00| 1727000.00000 1727000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 204589.00000 204589.00| 290000.00000 290000.00| 345000.00000 345000.00 CLEARING RIGHT OF WAY | | | 0013 202-01261 9.000 EACH | 200.00000 1800.00| 150.00000 1350.00| 215.00000 1935.00 TESTING FOR ASBESTOS | | | 0014 202-03000 LUMP | 1000.00000 1000.00| 5000.00000 5000.00| 5000.00000 5000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 2 | | | 0015 202-03000 LUMP | 1000.00000 1000.00| 5000.00000 5000.00| 5000.00000 5000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 4 | | | 0016 203-02000 1310430.000 m3 | 4.49000 5883830.70| 4.30000 5634849.00| 5.50000 7207365.00 EXCAVATION, COMMON | | | 0017 203-51223 1625.000 m3 | 5.00000 8125.00| 20.00000 32500.00| 8.85000 14381.25 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -3 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0907180 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |E S WAGNER COMPANY |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 204-02290 22.000 EACH | 800.00000 17600.00| 1300.00000 28600.00| 1530.00000 33660.00 SETTLEMENT PLATE | | | 0019 205-03371 3000.000 m3 | 10.00000 30000.00| 5.00000 15000.00| 11.00000 33000.00 SEDIMENT REMOVE | | | 0020 205-06931 4953.000 Mg | 36.00000 178308.00| 30.00000 148590.00| 31.70000 157010.10 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06934 109.000 Mg | 396.00000 43164.00| 335.00000 36515.00| 405.00000 44145.00 TEMPORARY MULCHING | | | 0022 205-06936 3050.000 Mg | 30.00000 91500.00| 26.00000 79300.00| 27.00000 82350.00 TEMPORARY SEDIMENT TRAP | | | 0023 205-06938 1222.000 m | 46.00000 56212.00| 35.00000 42770.00| 34.00000 41548.00 TEMPORARY SLOPE DRAIN | | | 0024 207-08262 204945.000 m2 | 1.33000 272576.85| 1.00000 204945.00| 4.80000 983736.00 SUBGRADE TREATMENT, TYPE I | | | 0025 207-08267 680.000 m2 | 10.50000 7140.00| 9.00000 6120.00| 8.61000 5854.80 SUBGRADE TREATMENT, TYPE IIIA | | | 0026 211-02050 4046.000 m3 | 40.00000 161840.00| 32.00000 129472.00| 24.75000 100138.50 B BORROW | | | 0027 211-06467 114.000 m3 | 125.00000 14250.00| 63.00000 7182.00| 29.00000 3306.00 AGGREGATE FOR END BENT BACKFILL | | | 0028 211-09264 1149.000 m3 | 40.00000 45960.00| 34.00000 39066.00| 25.00000 28725.00 STRUCTURE BACKFILL, TYPE 1 | | | 0029 211-09265 8118.000 m3 | 42.50000 345015.00| 43.00000 349074.00| 40.00000 324720.00 STRUCTURE BACKFILL, TYPE 2 | | | 0030 211-09268 288.000 m3 | 115.00000 33120.00| 100.00000 28800.00| 115.00000 33120.00 STRUCTURE BACKFILL, TYPE 5 | | | 0031 215-07043 50000.000 m2 | 3.96000 198000.00| 3.70000 185000.00| 3.95000 197500.00 CHEMICAL MODIFICATION, SOILS | | | 0032 301-07448 80731.000 Mg | 18.00000 1453158.00| 19.00000 1533889.00| 27.43000 2214451.33 COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 302-07455 119.600 m3 | 55.00000 6578.00| 68.00000 8132.80| 81.60000 9759.36 DENSE GRADED SUBBASE | | | 0034 401-06264 LUMP | 15000.00000 15000.00| 10000.00000 10000.00| 15300.00000 15300.00 PROFILOGRAPH, HMA | | | 0035 401-07320 1117.000 Mg | 97.00000 108349.00| 95.00000 106115.00| 98.94000 110515.98 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0036 401-07332 4085.000 Mg | 79.00000 322715.00| 85.00000 347225.00| 80.58000 329169.30 QC/QA-HMA, 1, 76, SURFACE, 9.5 mm | | | 0037 401-07335 12481.000 Mg | 98.25000 1226258.25| 98.00000 1223138.00| 100.22000 1250845.82 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -4 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0907180 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |E S WAGNER 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 3377.000 Mg | 70.00000 236390.00| 71.00000 239767.00| 71.40000 241117.80 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0039 401-07404 20980.000 Mg | 70.00000 1468600.00| 75.00000 1573500.00| 71.40000 1497972.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0040 401-07406 14596.000 Mg | 60.00000 875760.00| 64.00000 934144.00| 61.20000 893275.20 QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0041 401-07409 70171.000 Mg | 62.00000 4350602.00| 63.00000 4420773.00| 63.24000 4437614.04 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0042 401-08338 34209.000 Mg | 64.00000 2189376.00| 65.00000 2223585.00| 65.28000 2233163.52 QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0043 402-07432 1004.000 Mg | 82.00000 82328.00| 97.00000 97388.00| 83.64000 83974.56 HMA SURFACE, TYPE A | | | 0044 402-07435 1629.000 Mg | 75.00000 122175.00| 75.00000 122175.00| 76.50000 124618.50 HMA INTERMEDIATE, TYPE A | | | 0045 404-05511 3124.000 m2 | 3.00000 9372.00| 4.00000 12496.00| 3.06000 9559.44 SEAL COAT, 2 | | | 0046 406-05520 184.300 Mg | 620.00000 114266.00| 525.00000 96757.50| 632.40000 116551.32 ASPHALT FOR TACK COAT | | | 0047 601-01522 4.000 EACH | 2075.00000 8300.00| 1980.00000 7920.00| 1938.00000 7752.00 GUARDRAIL TRANSITION TYPE TGB | | | 0048 601-06037 2.000 EACH | 875.00000 1750.00| 1040.00000 2080.00| 1020.00000 2040.00 GUARDRAIL END TREATMENT, I | | | 0049 601-94689 8.000 EACH | 2500.00000 20000.00| 3000.00000 24000.00| 2856.00000 22848.00 GUARDRAIL END TREATMENT, OS | | | 0050 601-94690 2.000 EACH | 4150.00000 8300.00| 3800.00000 7600.00| 3672.00000 7344.00 GUARDRAIL END TREATMENT, MS | | | 0051 601-99105 802.100 m | 61.70000 49489.57| 78.00000 62563.80| 77.00000 61761.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0052 601-99108 150.000 m | 90.10000 13515.00| 100.00000 15000.00| 100.00000 15000.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0053 602-06729 16.000 EACH | 15.00000 240.00| 15.50000 248.00| 26.00000 416.00 BARRIER DELINEATOR | | | 0054 603-06040 16914.000 m | 17.75000 300223.50| 17.50000 295995.00| 17.25000 291766.50 FENCE, FARM FIELD, 1190 mm | | | 0055 606-07484 1637.000 m | 2.75000 4501.75| 10.00000 16370.00| 2.80000 4583.60 MILLED HMA SHOULDER CORRUGATIONS | | | 0056 609-08229 335.600 m2 | 95.00000 31882.00| 140.00000 46984.00| 127.50000 42789.00 REINFORCED CONCRETE BRIDGE APPROACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -5 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0907180 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |E S WAGNER COMPANY |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 610-07486 321.000 Mg | 120.00000 38520.00| 110.00000 35310.00| 122.50000 39322.50 HMA FOR APPROACHES, TYPE A | | | 0058 610-07487 204.000 Mg | 137.00000 27948.00| 115.00000 23460.00| 139.75000 28509.00 HMA FOR APPROACHES, TYPE B | | | 0059 611-06497 6.000 EACH | 145.00000 870.00| 150.00000 900.00| 143.00000 858.00 MAILBOX ASSEMBLY, SINGLE | | | 0060 615-06490 73.000 EACH | 115.00000 8395.00| 135.00000 9855.00| 133.00000 9709.00 RIGHT OF WAY MARKER | | | 0061 615-06505 37.000 EACH | 595.00000 22015.00| 490.00000 18130.00| 480.00000 17760.00 MONUMENT, B | | | 0062 615-06510 51.000 EACH | 495.00000 25245.00| 280.00000 14280.00| 275.00000 14025.00 MONUMENT, C | | | 0063 615-06527 11.000 EACH | 495.00000 5445.00| 350.00000 3850.00| 350.00000 3850.00 MONUMENT, SECTION CORNER | | | 0064 616-02320 50273.000 m2 | 1.76000 88480.48| 2.50000 125682.50| 1.35000 67868.55 GEOTEXTILES | | | 0065 616-05688 6754.000 Mg | 32.00000 216128.00| 28.00000 189112.00| 25.50000 172227.00 RIPRAP, CLASS 1 | | | 0066 616-05689 743.000 Mg | 33.00000 24519.00| 29.50000 21918.50| 36.25000 26933.75 RIPRAP, CLASS 2 | | | 0067 616-06405 18628.000 Mg | 30.00000 558840.00| 29.00000 540212.00| 29.40000 547663.20 RIPRAP, REVETMENT | | | 0068 616-06451 14148.000 Mg | 26.00000 367848.00| 30.00000 424440.00| 30.00000 424440.00 RIPRAP, UNIFORM | | | 0069 621-01004 24.000 EACH | 615.00000 14760.00| 640.00000 15360.00| 625.00000 15000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0070 621-02770 1000.000 m2 | 2.20000 2200.00| 2.30000 2300.00| 2.25000 2250.00 EROSION CONTROL BLANKET | | | 0071 621-04258 18.870 kg | 110.00000 2075.70| 115.00000 2170.05| 112.20000 2117.21 SEED MIXTURE , DITCH BOTTOM SEED MIX | | | 0072 621-04258 192.210 kg | 126.00000 24218.46| 130.00000 24987.30| 128.50000 24698.99 SEED MIXTURE , LOW-PROFILE PRAIRIE SEED | | | MIX | | | 0073 621-06545 73.500 Mg | 1050.00000 77175.00| 1100.00000 80850.00| 1071.00000 78718.50 FERTILIZER | | | 0074 621-06553 15022.000 kg | 5.60000 84123.20| 5.85000 87878.70| 5.70000 85625.40 SEED MIXTURE, R | | | 0075 621-06557 6523.000 kg | 2.20000 14350.60| 2.30000 15002.90| 2.24000 14611.52 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -6 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0907180 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |E S WAGNER COMPANY |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 621-06565 378.700 Mg | 430.00000 162841.00| 450.00000 170415.00| 438.60000 166097.82 MULCHING MATERIAL | | | 0077 621-06567 128.200 kL | 10.00000 1282.00| 10.00000 1282.00| 10.20000 1307.64 WATER | | | 0078 621-06574 71207.000 m2 | 3.53000 251360.71| 3.15000 224302.05| 3.55000 252784.85 SODDING | | | 0079 621-06575 2200.000 m2 | 3.53000 7766.00| 3.15000 6930.00| 3.55000 7810.00 SODDING, NURSERY | | | 0080 622-52436 45.000 EACH | 30.00000 1350.00| 30.00000 1350.00| 30.60000 1377.00 SIGN, DO NOT MOW OR SPRAY | | | 0081 622-91786 8590.000 EACH | 3.83000 32899.70| 4.00000 34360.00| 3.90000 33501.00 SEEDLING | | | 0082 628-09402 30.000 MOS | 3000.00000 90000.00| 1200.00000 36000.00| 2040.00000 61200.00 FIELD OFFICE, B | | | 0083 628-09407 30.000 MOS | 107.00000 3210.00| 130.00000 3900.00| 235.62000 7068.60 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0084 701-51195 361.600 m | 160.00000 57856.00| 220.00000 79552.00| 184.00000 66534.40 PILE, STEEL H, HP 310mm X 79 | | | 0085 701-91792 32.000 EACH | 105.00000 3360.00| 165.00000 5280.00| 255.00000 8160.00 PILE TIP, STEEL H | | | 0086 702-51005 49.200 m3 | 685.00000 33702.00| 1300.00000 63960.00| 837.00000 41180.40 CONCRETE, A, SUBSTRUCTURE | | | 0087 702-51110 292.200 kg | 5.00000 1461.00| 11.00000 3214.20| 7.14000 2086.31 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0088 703-51032 42536.000 kg | 2.14000 91027.04| 1.90000 80818.40| 2.30000 97832.80 REINFORCING STEEL, EPOXY COATED | | | 0089 704-51002 265.200 m3 | 850.00000 225420.00| 825.00000 218790.00| 612.00000 162302.40 CONCRETE, C, SUPERSTRUCTURE | | | 0090 706-05732 8.000 EACH | 1400.00000 11200.00| 1550.00000 12400.00| 1326.00000 10608.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0091 706-51020 23.200 m3 | 650.00000 15080.00| 650.00000 15080.00| 398.00000 9233.60 CONCRETE, C, RAILING | | | 0092 707-06404 194.400 m | 950.00000 184680.00| 1160.00000 225504.00| 1285.00000 249804.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 1372mm X 1220mm | | | 0093 709-51821 LUMP | 7000.00000 7000.00| 6500.00000 6500.00| 6200.00000 6200.00 SURFACE SEAL | | | 0094 714-05760 26.000 m | 2600.00000 67600.00| 2350.00000 61100.00| 2450.00000 63700.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm X 1500 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -7 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0907180 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |E S WAGNER COMPANY |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 714-07773 21.600 m | 1800.00000 38880.00| 1700.00000 36720.00| 1723.00000 37216.80 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm X 900 mm | | | 0096 714-08514 431.300 m2 | 850.00000 366605.00| 790.00000 340727.00| 730.00000 314849.00 WINGWALL | | | 0097 714-26708 87.500 m | 1300.00000 113750.00| 1200.00000 105000.00| 1108.00000 96950.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm X 1200 mm | | | 0098 714-26717 25.400 m | 2200.00000 55880.00| 2000.00000 50800.00| 1800.00000 45720.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0099 714-26718 92.100 m | 2100.00000 193410.00| 1800.00000 165780.00| 1752.00000 161359.20 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1800 mm | | | 0100 714-26724 146.500 m | 2400.00000 351600.00| 3000.00000 439500.00| 2820.00000 413130.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0101 715-02397 2.000 EACH | 2600.00000 5200.00| 2000.00000 4000.00| 2046.00000 4092.00 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0102 715-03476 2.000 EACH | 1700.00000 3400.00| 900.00000 1800.00| 973.00000 1946.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0103 715-05019 15.300 m | 300.00000 4590.00| 100.00000 1530.00| 290.00000 4437.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0104 715-05048 30723.000 m | 7.00000 215061.00| 5.00000 153615.00| 9.15000 281115.45 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0105 715-05053 2886.200 m | 45.00000 129879.00| 30.00000 86586.00| 33.50000 96687.70 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0106 715-05121 42.800 m | 150.00000 6420.00| 85.00000 3638.00| 114.00000 4879.20 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0107 715-05123 41.500 m | 175.00000 7262.50| 95.00000 3942.50| 141.00000 5851.50 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0108 715-05151 3432.600 m | 75.00000 257445.00| 55.00000 188793.00| 101.00000 346692.60 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0109 715-05152 603.100 m | 105.00000 63325.50| 65.00000 39201.50| 113.00000 68150.30 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0110 715-05169 53.400 m | 95.00000 5073.00| 100.00000 5340.00| 98.00000 5233.20 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0111 715-05173 20.700 m | 105.00000 2173.50| 110.00000 2277.00| 152.00000 3146.40 PIPE, TYPE 3, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -8 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0907180 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |E S WAGNER COMPANY |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0112 715-05177 38.000 m | 185.00000 7030.00| 150.00000 5700.00| 298.00000 11324.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0113 715-05238 59.700 m | 310.00000 18507.00| 275.00000 16417.50| 542.00000 32357.40 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0114 715-05244 20.900 m | 435.00000 9091.50| 400.00000 8360.00| 664.00000 13877.60 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.08 | | | m2 | | | 0115 715-05407 64.400 m | 25.00000 1610.00| 35.00000 2254.00| 55.00000 3542.00 PIPE, END BENT DRAIN, 150 mm | | | 0116 715-07090 2.000 EACH | 1800.00000 3600.00| 1300.00000 2600.00| 1950.00000 3900.00 CONCRETE ANCHOR, MIN. AREA 1.08 m2 | | | 0117 715-08304 4.000 EACH | 3725.00000 14900.00| 2400.00000 9600.00| 2350.00000 9400.00 SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.60 m2 | | | 0118 715-46005 55.000 EACH | 405.00000 22275.00| 300.00000 16500.00| 575.00000 31625.00 PIPE END SECTION, 375 mm | | | 0119 715-46010 5.000 EACH | 605.00000 3025.00| 410.00000 2050.00| 620.00000 3100.00 PIPE END SECTION, 450 mm | | | 0120 715-46020 6.000 EACH | 625.00000 3750.00| 800.00000 4800.00| 720.00000 4320.00 PIPE END SECTION, 600 mm | | | 0121 715-46040 4.000 EACH | 1100.00000 4400.00| 1500.00000 6000.00| 1230.00000 4920.00 PIPE END SECTION, 900 mm | | | 0122 715-46095 2.000 EACH | 1500.00000 3000.00| 1400.00000 2800.00| 1130.00000 2260.00 PIPE END SECTION, MIN. AREA .60 m2 | | | 0123 715-91361 2.800 m | 110.00000 308.00| 120.00000 336.00| 365.00000 1022.00 PIPE, PVC, 150 mm | | | 0124 718-06528 121.000 EACH | 625.00000 75625.00| 400.00000 48400.00| 795.00000 96195.00 OUTLET PROTECTOR, 1 | | | 0125 718-06529 53.000 EACH | 620.00000 32860.00| 390.00000 20670.00| 360.00000 19080.00 OUTLET PROTECTOR, 2 | | | 0126 718-06532 3000.000 m | 2.50000 7500.00| 5.00000 15000.00| 3.35000 10050.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0127 718-52610 7066.000 m3 | 36.00000 254376.00| 39.00000 275574.00| 37.40000 264268.40 AGGREGATE FOR UNDERDRAINS | | | 0128 718-99153 56838.000 m2 | 1.00000 56838.00| 1.25000 71047.50| 0.92000 52290.96 GEOTEXTILES FOR UNDERDRAIN | | | 0129 720-45065 30.000 EACH | 3000.00000 90000.00| 2400.00000 72000.00| 2660.00000 79800.00 INLET, N12 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -9 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0907180 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |E S WAGNER COMPANY |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 720-45070 41.000 EACH | 2200.00000 90200.00| 2200.00000 90200.00| 1946.00000 79786.00 INLET, P12A | | | 0131 723-06927 87.500 m | 5900.00000 516250.00| 6800.00000 595000.00| 5785.00000 506187.50 STRUCTURE, PRECAST THREE-SIDED, , | | | 6100mm X 3660 mm | | | 0132 723-07311 76.000 m | 3700.00000 281200.00| 3200.00000 243200.00| 3870.00000 294120.00 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 2440 mm | | | 0134 723-08051 205.600 m | 3600.00000 740160.00| 3100.00000 637360.00| 3689.00000 758458.40 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 1830 mm | | | 0135 801-06625 47.000 EACH | 125.00000 5875.00| 75.00000 3525.00| 122.00000 5734.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0136 801-06640 32.000 EACH | 265.00000 8480.00| 100.00000 3200.00| 250.00000 8000.00 CONSTRUCTION SIGN, A | | | 0137 801-06645 3.000 EACH | 50.00000 150.00| 95.00000 285.00| 91.00000 273.00 CONSTRUCTION SIGN, B | | | 0138 801-06775 LUMP | 40000.00000 40000.00| 70000.00000 70000.00| 659000.00000 659000.00 MAINTAINING TRAFFIC | | | 0139 801-07118 80.000 m | 68.49000 5479.20| 40.00000 3200.00| 189.00000 15120.00 BARRICADE, III-A | | | 0140 801-07119 40.000 m | 82.20000 3288.00| 40.00000 1600.00| 189.00000 7560.00 BARRICADE, III-B | | | 0141 802-05701 170.800 m | 35.30000 6029.24| 58.00000 9906.40| 57.20000 9769.76 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0142 802-05702 29.200 m | 36.28000 1059.38| 51.00000 1489.20| 48.90000 1427.88 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0143 802-76025 14.120 m2 | 182.92000 2582.83| 200.00000 2824.00| 198.00000 2795.76 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0144 802-76035 28.960 m2 | 204.44000 5920.58| 212.00000 6139.52| 208.00000 6023.68 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0145 804-06770 142.000 EACH | 31.90000 4529.80| 21.00000 2982.00| 20.40000 2896.80 DELINEATOR POST | | | 0146 808-03631 22473.000 m | 1.43000 32136.39| 1.45000 32585.85| 1.40000 31462.20 LINE, EPOXY, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -10 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-0907180 |( 2 ) 35-1875662 |( 3 ) 35-1698047 |E S WAGNER COMPANY |CRIDER & CRIDER INC |GRADEX INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0147 808-03632 20677.000 m | 1.43000 29568.11| 1.45000 29981.65| 1.40000 28947.80 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0148 808-74805 103.800 m | 40.96000 4251.65| 40.00000 4152.00| 40.25000 4177.95 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0149 808-74811 3905.000 m | 2.59000 10113.95| 2.60000 10153.00| 2.50000 9762.50 LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0150 808-75998 870.000 EACH | 16.45000 14311.50| 17.00000 14790.00| 16.50000 14355.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0151 203-09290 25.000 EACH | 950.00000 23750.00| 400.00000 10000.00| 1000.00000 25000.00 DCP TEST SECTION | | | 0152 723-08059 75.600 m | 5700.00000 430920.00| 6900.00000 521640.00| 7344.00000 555206.40 STRUCTURE, PRECAST THREE-SIDED, 8530 mm | | | X 2440 mm | | | 0153 715-05233 14.800 m | 185.00000 2738.00| 210.00000 3108.00| 378.00000 5594.40 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0154 715-06471 2.000 EACH | 1000.00000 2000.00| 830.00000 1660.00| 975.00000 1950.00 PIPE END SECTION, MIN. AREA .31 m2 | | | SECTION TOTALS | $ 29,854,562.14| $ 29,857,593.32| $ 34,555,664.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 29,854,562.14| $ 29,857,593.32| $ 34,555,664.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -11 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 05-0558668 |( ) |GOHMANN ASPHALT & CONSTR INC |WEDDLE BROTHERS HIGHWAY GROU | 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 | 250000.00000 250000.00| 283599.16000 283599.16| CONSTRUCTION ENGINEERING | | | 0002 105-08520 4.000 EACH | 250.00000 1000.00| 506.86000 2027.44| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 104.000 MOS | 140.00000 14560.00| 146.42000 15227.68| 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 | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0011 110-01001 LUMP | 1749178.11000 1749178.11| 1789300.00000 1789300.00| MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 350000.00000 350000.00| 356200.00000 356200.00| CLEARING RIGHT OF WAY | | | 0013 202-01261 9.000 EACH | 600.00000 5400.00| 221.39000 1992.51| TESTING FOR ASBESTOS | | | 0014 202-03000 LUMP | 3000.00000 3000.00| 3953.18000 3953.18| HOUSES AND BUILDINGS, REMOVE , PARCEL 2 | | | 0015 202-03000 LUMP | 100.00000 100.00| 2700.94000 2700.94| HOUSES AND BUILDINGS, REMOVE , PARCEL 4 | | | 0016 203-02000 1310430.000 m3 | 5.70000 7469451.00| 5.64000 7390825.20| EXCAVATION, COMMON | | | 0017 203-51223 1625.000 m3 | 12.00000 19500.00| 7.43000 12073.75| EXCAVATION, WATERWAY | | | 0018 204-02290 22.000 EACH | 1500.00000 33000.00| 1170.84000 25758.48| SETTLEMENT PLATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -12 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 05-0558668 |( ) |GOHMANN ASPHALT & CONSTR INC |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-03371 3000.000 m3 | 13.00000 39000.00| 8.09000 24270.00| SEDIMENT REMOVE | | | 0020 205-06931 4953.000 Mg | 42.00000 208026.00| 35.18000 174246.54| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06934 109.000 Mg | 396.00000 43164.00| 413.54000 45075.86| TEMPORARY MULCHING | | | 0022 205-06936 3050.000 Mg | 42.00000 128100.00| 30.72000 93696.00| TEMPORARY SEDIMENT TRAP | | | 0023 205-06938 1222.000 m | 38.00000 46436.00| 51.87000 63385.14| TEMPORARY SLOPE DRAIN | | | 0024 207-08262 204945.000 m2 | 4.60000 942747.00| 7.10000 1455109.50| SUBGRADE TREATMENT, TYPE I | | | 0025 207-08267 680.000 m2 | 9.50000 6460.00| 10.53000 7160.40| SUBGRADE TREATMENT, TYPE IIIA | | | 0026 211-02050 4046.000 m3 | 45.00000 182070.00| 28.89000 116888.94| B BORROW | | | 0027 211-06467 114.000 m3 | 95.00000 10830.00| 52.22000 5953.08| AGGREGATE FOR END BENT BACKFILL | | | 0028 211-09264 1149.000 m3 | 56.00000 64344.00| 50.78000 58346.22| STRUCTURE BACKFILL, TYPE 1 | | | 0029 211-09265 8118.000 m3 | 50.00000 405900.00| 53.61000 435205.98| STRUCTURE BACKFILL, TYPE 2 | | | 0030 211-09268 288.000 m3 | 140.00000 40320.00| 172.25000 49608.00| STRUCTURE BACKFILL, TYPE 5 | | | 0031 215-07043 50000.000 m2 | 3.90000 195000.00| 4.42000 221000.00| CHEMICAL MODIFICATION, SOILS | | | 0032 301-07448 80731.000 Mg | 22.00000 1776082.00| 26.13000 2109501.03| COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 302-07455 119.600 m3 | 90.00000 10764.00| 81.46000 9742.62| DENSE GRADED SUBBASE | | | 0034 401-06264 LUMP | 15000.00000 15000.00| 15664.50000 15664.50| PROFILOGRAPH, HMA | | | 0035 401-07320 1117.000 Mg | 99.00000 110583.00| 101.30000 113152.10| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0036 401-07332 4085.000 Mg | 100.00000 408500.00| 82.50000 337012.50| QC/QA-HMA, 1, 76, SURFACE, 9.5 mm | | | 0037 401-07335 12481.000 Mg | 115.00000 1435315.00| 102.60000 1280550.60| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0038 401-07389 3377.000 Mg | 83.00000 280291.00| 73.10000 246858.70| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -13 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 05-0558668 |( ) |GOHMANN ASPHALT & CONSTR INC |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 401-07404 20980.000 Mg | 80.00000 1678400.00| 73.10000 1533638.00| QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0040 401-07406 14596.000 Mg | 73.00000 1065508.00| 62.66000 914585.36| QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0041 401-07409 70171.000 Mg | 71.00000 4982141.00| 64.75000 4543572.25| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0042 401-08338 34209.000 Mg | 68.00000 2326212.00| 66.84000 2286529.56| QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0043 402-07432 1004.000 Mg | 90.00000 90360.00| 85.63000 85972.52| HMA SURFACE, TYPE A | | | 0044 402-07435 1629.000 Mg | 80.00000 130320.00| 78.32000 127583.28| HMA INTERMEDIATE, TYPE A | | | 0045 404-05511 3124.000 m2 | 4.00000 12496.00| 3.13000 9778.12| SEAL COAT, 2 | | | 0046 406-05520 184.300 Mg | 580.00000 106894.00| 647.47000 119328.72| ASPHALT FOR TACK COAT | | | 0047 601-01522 4.000 EACH | 2075.00000 8300.00| 1984.17000 7936.68| GUARDRAIL TRANSITION TYPE TGB | | | 0048 601-06037 2.000 EACH | 875.00000 1750.00| 1044.30000 2088.60| GUARDRAIL END TREATMENT, I | | | 0049 601-94689 8.000 EACH | 2500.00000 20000.00| 2924.04000 23392.32| GUARDRAIL END TREATMENT, OS | | | 0050 601-94690 2.000 EACH | 4150.00000 8300.00| 3759.48000 7518.96| GUARDRAIL END TREATMENT, MS | | | 0051 601-99105 802.100 m | 61.70000 49489.57| 78.84000 63237.56| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0052 601-99108 150.000 m | 90.10000 13515.00| 102.86000 15429.00| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0053 602-06729 16.000 EACH | 10.00000 160.00| 7.31000 116.96| BARRIER DELINEATOR | | | 0054 603-06040 16914.000 m | 17.75000 300223.50| 17.65000 298532.10| FENCE, FARM FIELD, 1190 mm | | | 0055 606-07484 1637.000 m | 2.75000 4501.75| 5.29000 8659.73| MILLED HMA SHOULDER CORRUGATIONS | | | 0056 609-08229 335.600 m2 | 110.00000 36916.00| 83.54000 28036.02| REINFORCED CONCRETE BRIDGE APPROACH | | | 0057 610-07486 321.000 Mg | 100.00000 32100.00| 125.32000 40227.72| HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -14 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 05-0558668 |( ) |GOHMANN ASPHALT & CONSTR INC |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 610-07487 204.000 Mg | 100.00000 20400.00| 143.07000 29186.28| HMA FOR APPROACHES, TYPE B | | | 0059 611-06497 6.000 EACH | 165.00000 990.00| 146.20000 877.20| MAILBOX ASSEMBLY, SINGLE | | | 0060 615-06490 73.000 EACH | 127.00000 9271.00| 135.76000 9910.48| RIGHT OF WAY MARKER | | | 0061 615-06505 37.000 EACH | 560.00000 20720.00| 490.82000 18160.34| MONUMENT, B | | | 0062 615-06510 51.000 EACH | 470.00000 23970.00| 281.96000 14379.96| MONUMENT, C | | | 0063 615-06527 11.000 EACH | 500.00000 5500.00| 355.06000 3905.66| MONUMENT, SECTION CORNER | | | 0064 616-02320 50273.000 m2 | 2.00000 100546.00| 1.82000 91496.86| GEOTEXTILES | | | 0065 616-05688 6754.000 Mg | 42.00000 283668.00| 33.21000 224300.34| RIPRAP, CLASS 1 | | | 0066 616-05689 743.000 Mg | 42.00000 31206.00| 34.57000 25685.51| RIPRAP, CLASS 2 | | | 0067 616-06405 18628.000 Mg | 30.00000 558840.00| 31.42000 585291.76| RIPRAP, REVETMENT | | | 0068 616-06451 14148.000 Mg | 30.00000 424440.00| 31.15000 440710.20| RIPRAP, UNIFORM | | | 0069 621-01004 24.000 EACH | 615.00000 14760.00| 642.24000 15413.76| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0070 621-02770 1000.000 m2 | 2.20000 2200.00| 3.92000 3920.00| EROSION CONTROL BLANKET | | | 0071 621-04258 18.870 kg | 110.00000 2075.70| 114.87000 2167.60| SEED MIXTURE , DITCH BOTTOM SEED MIX | | | 0072 621-04258 192.210 kg | 126.00000 24218.46| 131.58000 25290.99| SEED MIXTURE , LOW-PROFILE PRAIRIE SEED | | | MIX | | | 0073 621-06545 73.500 Mg | 1050.00000 77175.00| 1096.51000 80593.49| FERTILIZER | | | 0074 621-06553 15022.000 kg | 5.60000 84123.20| 5.85000 87878.70| SEED MIXTURE, R | | | 0075 621-06557 6523.000 kg | 2.20000 14350.60| 2.30000 15002.90| SEED MIXTURE, T | | | 0076 621-06565 378.700 Mg | 430.00000 162841.00| 449.05000 170055.24| MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -15 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 05-0558668 |( ) |GOHMANN ASPHALT & CONSTR INC |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 621-06567 128.200 kL | 10.00000 1282.00| 10.44000 1338.41| WATER | | | 0078 621-06574 71207.000 m2 | 2.99000 212908.93| 3.39000 241391.73| SODDING | | | 0079 621-06575 2200.000 m2 | 2.99000 6578.00| 4.20000 9240.00| SODDING, NURSERY | | | 0080 622-52436 45.000 EACH | 30.00000 1350.00| 31.33000 1409.85| SIGN, DO NOT MOW OR SPRAY | | | 0081 622-91786 8590.000 EACH | 3.83000 32899.70| 4.00000 34360.00| SEEDLING | | | 0082 628-09402 30.000 MOS | 2800.00000 84000.00| 1527.85000 45835.50| FIELD OFFICE, B | | | 0083 628-09407 30.000 MOS | 400.00000 12000.00| 225.27000 6758.10| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0084 701-51195 361.600 m | 185.00000 66896.00| 187.97000 67969.95| PILE, STEEL H, HP 310mm X 79 | | | 0085 701-91792 32.000 EACH | 115.00000 3680.00| 261.08000 8354.56| PILE TIP, STEEL H | | | 0086 702-51005 49.200 m3 | 800.00000 39360.00| 856.33000 42131.44| CONCRETE, A, SUBSTRUCTURE | | | 0087 702-51110 292.200 kg | 8.00000 2337.60| 7.31000 2135.98| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0088 703-51032 42536.000 kg | 2.00000 85072.00| 2.46000 104638.56| REINFORCING STEEL, EPOXY COATED | | | 0089 704-51002 265.200 m3 | 850.00000 225420.00| 626.58000 166169.02| CONCRETE, C, SUPERSTRUCTURE | | | 0090 706-05732 8.000 EACH | 1350.00000 10800.00| 1357.59000 10860.72| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0091 706-51020 23.200 m3 | 390.00000 9048.00| 407.28000 9448.90| CONCRETE, C, RAILING | | | 0092 707-06404 194.400 m | 1200.00000 233280.00| 1392.01000 270606.74| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 1372mm X 1220mm | | | 0093 709-51821 LUMP | 5000.00000 5000.00| 6359.79000 6359.79| SURFACE SEAL | | | 0094 714-05760 26.000 m | 2550.00000 66300.00| 3474.65000 90340.90| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm X 1500 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -16 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 05-0558668 |( ) |GOHMANN ASPHALT & CONSTR INC |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 714-07773 21.600 m | 1900.00000 41040.00| 2767.24000 59772.38| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm X 900 mm | | | 0096 714-08514 431.300 m2 | 1155.00000 498151.50| 865.84000 373436.79| WINGWALL | | | 0097 714-26708 87.500 m | 1400.00000 122500.00| 1848.08000 161707.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm X 1200 mm | | | 0098 714-26717 25.400 m | 2000.00000 50800.00| 2759.82000 70099.43| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0099 714-26718 92.100 m | 2040.00000 187884.00| 2597.06000 239189.23| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1800 mm | | | 0100 714-26724 146.500 m | 2980.00000 436570.00| 3864.18000 566102.37| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0101 715-02397 2.000 EACH | 3000.00000 6000.00| 2170.22000 4340.44| SAFETY METAL END SECTION, 4:1, 900 mm | | | 0102 715-03476 2.000 EACH | 1500.00000 3000.00| 994.79000 1989.58| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0103 715-05019 15.300 m | 240.00000 3672.00| 287.95000 4405.64| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0104 715-05048 30723.000 m | 8.00000 245784.00| 10.09000 309995.07| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0105 715-05053 2886.200 m | 40.00000 115448.00| 48.04000 138653.05| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0106 715-05121 42.800 m | 110.00000 4708.00| 153.09000 6552.25| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0107 715-05123 41.500 m | 150.00000 6225.00| 164.82000 6840.03| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0108 715-05151 3432.600 m | 80.00000 274608.00| 95.40000 327470.04| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0109 715-05152 603.100 m | 90.00000 54279.00| 131.94000 79573.01| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0110 715-05169 53.400 m | 110.00000 5874.00| 140.48000 7501.63| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0111 715-05173 20.700 m | 120.00000 2484.00| 212.34000 4395.44| PIPE, TYPE 3, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -17 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 05-0558668 |( ) |GOHMANN ASPHALT & CONSTR INC |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0112 715-05177 38.000 m | 190.00000 7220.00| 219.96000 8358.48| PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0113 715-05238 59.700 m | 250.00000 14925.00| 271.37000 16200.79| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0114 715-05244 20.900 m | 380.00000 7942.00| 315.02000 6583.92| PIPE, TYPE 1, DEFORMED, MIN. AREA 1.08 | | | m2 | | | 0115 715-05407 64.400 m | 32.00000 2060.80| 31.33000 2017.65| PIPE, END BENT DRAIN, 150 mm | | | 0116 715-07090 2.000 EACH | 3000.00000 6000.00| 2365.40000 4730.80| CONCRETE ANCHOR, MIN. AREA 1.08 m2 | | | 0117 715-08304 4.000 EACH | 2900.00000 11600.00| 2254.63000 9018.52| SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.60 m2 | | | 0118 715-46005 55.000 EACH | 460.00000 25300.00| 321.22000 17667.10| PIPE END SECTION, 375 mm | | | 0119 715-46010 5.000 EACH | 520.00000 2600.00| 348.78000 1743.90| PIPE END SECTION, 450 mm | | | 0120 715-46020 6.000 EACH | 900.00000 5400.00| 431.49000 2588.94| PIPE END SECTION, 600 mm | | | 0121 715-46040 4.000 EACH | 1600.00000 6400.00| 896.05000 3584.20| PIPE END SECTION, 900 mm | | | 0122 715-46095 2.000 EACH | 1600.00000 3200.00| 555.29000 1110.58| PIPE END SECTION, MIN. AREA .60 m2 | | | 0123 715-91361 2.800 m | 150.00000 420.00| 125.31000 350.87| PIPE, PVC, 150 mm | | | 0124 718-06528 121.000 EACH | 500.00000 60500.00| 652.69000 78975.49| OUTLET PROTECTOR, 1 | | | 0125 718-06529 53.000 EACH | 490.00000 25970.00| 626.58000 33208.74| OUTLET PROTECTOR, 2 | | | 0126 718-06532 3000.000 m | 2.40000 7200.00| 2.72000 8160.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0127 718-52610 7066.000 m3 | 37.00000 261442.00| 43.86000 309914.76| AGGREGATE FOR UNDERDRAINS | | | 0128 718-99153 56838.000 m2 | 1.00000 56838.00| 1.46000 82983.48| GEOTEXTILES FOR UNDERDRAIN | | | 0129 720-45065 30.000 EACH | 3200.00000 96000.00| 3309.29000 99278.70| INLET, N12 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -18 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 05-0558668 |( ) |GOHMANN ASPHALT & CONSTR INC |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 720-45070 41.000 EACH | 2600.00000 106600.00| 2758.65000 113104.65| INLET, P12A | | | 0131 723-06927 87.500 m | 8000.00000 700000.00| 6072.22000 531319.25| STRUCTURE, PRECAST THREE-SIDED, , | | | 6100mm X 3660 mm | | | 0132 723-07311 76.000 m | 4100.00000 311600.00| 4546.65000 345545.40| STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 2440 mm | | | 0134 723-08051 205.600 m | 4700.00000 966320.00| 4954.99000 1018745.94| STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 1830 mm | | | 0135 801-06625 47.000 EACH | 120.00000 5640.00| 125.32000 5890.04| DETOUR ROUTE MARKER ASSEMBLY | | | 0136 801-06640 32.000 EACH | 245.00000 7840.00| 255.85000 8187.20| CONSTRUCTION SIGN, A | | | 0137 801-06645 3.000 EACH | 89.00000 267.00| 92.94000 278.82| CONSTRUCTION SIGN, B | | | 0138 801-06775 LUMP | 100000.00000 100000.00| 160281.10000 160281.10| MAINTAINING TRAFFIC | | | 0139 801-07118 80.000 m | 185.00000 14800.00| 193.20000 15456.00| BARRICADE, III-A | | | 0140 801-07119 40.000 m | 185.00000 7400.00| 193.20000 7728.00| BARRICADE, III-B | | | 0141 802-05701 170.800 m | 48.00000 8198.40| 58.48000 9988.38| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0142 802-05702 29.200 m | 28.50000 832.20| 50.13000 1463.80| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0143 802-76025 14.120 m2 | 244.00000 3445.28| 202.59000 2860.57| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0144 802-76035 28.960 m2 | 229.00000 6631.84| 213.04000 6169.64| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0145 804-06770 142.000 EACH | 27.50000 3905.00| 20.89000 2966.38| DELINEATOR POST | | | 0146 808-03631 22473.000 m | 1.38000 31012.74| 1.44000 32361.12| LINE, EPOXY, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 191 -19 TABULATION OF BIDS ROUTE : 231 CALL ORDER : 191 CONTRACT ID : IR-27845-A COUNTIES : SPENCER LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 05-0558668 |( ) |GOHMANN ASPHALT & CONSTR INC |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0147 808-03632 20677.000 m | 1.38000 28534.26| 1.44000 29774.88| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0148 808-74805 103.800 m | 39.45000 4094.91| 41.20000 4276.56| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0149 808-74811 3905.000 m | 2.49000 9723.45| 2.60000 10153.00| LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0150 808-75998 870.000 EACH | 16.45000 14311.50| 17.18000 14946.60| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0151 203-09290 25.000 EACH | 200.00000 5000.00| 781.55000 19538.75| DCP TEST SECTION | | | 0152 723-08059 75.600 m | 7700.00000 582120.00| 7523.01000 568739.56| STRUCTURE, PRECAST THREE-SIDED, 8530 mm | | | X 2440 mm | | | 0153 715-05233 14.800 m | 220.00000 3256.00| 274.49000 4062.45| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0154 715-06471 2.000 EACH | 1600.00000 3200.00| 894.95000 1789.90| PIPE END SECTION, MIN. AREA .31 m2 | | | SECTION TOTALS | $ 35,656,000.00| $ 35,789,962.22| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 35,656,000.00| $ 35,789,962.22| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -1 VENDOR RANKING CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : 65 CONTRACT TIME : 11/12/10 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710327 4939002 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA DAVE CONTRACTOR $ 12,483,929.79 100.0000% 2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 12,687,000.04 101.6267% 3 35-1917625 MILESTONE CONTRACTORS LP $ 14,289,000.00 114.4592% 4 61-1023045 FAULKNER CONSTRUCTION LLC $ 14,317,700.00 114.6890% 5 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 15,214,354.58 121.8715% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 15,300,000.00 122.5576% 7 31-0578656 JOHN R JURGENSEN COMPANY $ 15,636,192.88 125.2506% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -2 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1487672 |( 3 ) 35-1917625 |O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGNS, SIGNALS, LIGHTING AND MARKINGS | | | 0001 105-06845 LUMP | 50000.00000 50000.00| 100000.00000 100000.00| 89000.00000 89000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 155.00000 465.00| 270.00000 810.00| 115.00000 345.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 108.000 MOS | 130.00000 14040.00| 114.00000 12312.00| 85.00000 9180.00 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 | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 110-01001 LUMP | 624200.00000 624200.00| 486300.00000 486300.00| 715000.00000 715000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 249000.00000 249000.00| 45000.00000 45000.00| 280000.00000 280000.00 CLEARING RIGHT OF WAY | | | 0014 202-01300 2.000 EACH | 1000.00000 2000.00| 1730.00000 3460.00| 1795.00000 3590.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0015 202-03000 LUMP | 900.00000 900.00| 1000.00000 1000.00| 100.00000 100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | | 0016 202-03000 LUMP | 5900.00000 5900.00| 1000.00000 1000.00| 100.00000 100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | | 0017 202-03000 LUMP | 800.00000 800.00| 1000.00000 1000.00| 100.00000 100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 4 | | | 0018 202-03000 LUMP | 500.00000 500.00| 1000.00000 1000.00| 100.00000 100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -3 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1487672 |( 3 ) 35-1917625 |O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-03000 LUMP | 500.00000 500.00| 1000.00000 1000.00| 100.00000 100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 7 | | | 0020 202-03000 LUMP | 400.00000 400.00| 1000.00000 1000.00| 100.00000 100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | | 0021 203-02000 71582.000 CYS | 8.50000 608447.00| 9.00000 644238.00| 8.00000 572656.00 EXCAVATION, COMMON | | | 0022 205-06931 4.000 TON | 100.00000 400.00| 105.00000 420.00| 65.00000 260.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06932 392.000 LFT | 4.10000 1607.20| 4.10000 1607.20| 4.20000 1646.40 TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06933 39.000 EACH | 80.00000 3120.00| 80.00000 3120.00| 85.00000 3315.00 TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06936 8.000 TON | 100.00000 800.00| 57.87000 462.96| 65.00000 520.00 TEMPORARY SEDIMENT TRAP | | | 0026 205-06937 11135.000 LFT | 1.08000 12025.80| 1.08000 12025.80| 1.70000 18929.50 TEMPORARY SILT FENCE | | | 0027 207-08267 7471.000 SYS | 5.50000 41090.50| 7.50000 56032.50| 9.50000 70974.50 SUBGRADE TREATMENT, TYPE IIIA | | | 0028 207-08268 122245.000 SYS | 8.75000 1069643.75| 9.75000 1191888.75| 9.10000 1112429.50 SUBGRADE TREATMENT, TYPE IV | | | 0030 301-07448 1000.000 TON | 16.00000 16000.00| 16.50000 16500.00| 19.50000 19500.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 303-01180 1200.000 TON | 16.00000 19200.00| 20.00000 24000.00| 20.00000 24000.00 COMPACTED AGGREGATE, NO. 53 | | | 0032 401-06264 LUMP | 3200.00000 3200.00| 3500.00000 3500.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0033 401-07328 8601.000 TON | 61.00000 524661.00| 70.00000 602070.00| 78.00000 670878.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0034 401-07392 101.000 TON | 52.00000 5252.00| 61.00000 6161.00| 76.00000 7676.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0035 401-07398 14288.000 TON | 47.00000 671536.00| 57.00000 814416.00| 61.00000 871568.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0036 401-07408 2822.000 TON | 37.00000 104414.00| 51.00000 143922.00| 60.50000 170731.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0037 401-07424 44579.000 TON | 37.00000 1649423.00| 54.00000 2407266.00| 59.00000 2630161.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0038 401-07429 22647.000 TON | 50.00000 1132350.00| 59.00000 1336173.00| 76.00000 1721172.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -4 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1487672 |( 3 ) 35-1917625 |O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 402-07433 74.000 TON | 67.00000 4958.00| 128.00000 9472.00| 125.00000 9250.00 HMA SURFACE, TYPE B | | | 0040 402-07438 274.000 TON | 49.00000 13426.00| 67.00000 18358.00| 82.00000 22468.00 HMA INTERMEDIATE, TYPE B | | | 0041 406-05520 113.000 TON | 450.00000 50850.00| 600.00000 67800.00| 280.00000 31640.00 ASPHALT FOR TACK COAT | | | 0042 601-01522 1.000 EACH | 2495.00000 2495.00| 2495.00000 2495.00| 2550.00000 2550.00 GUARDRAIL TRANSITION TYPE TGB | | | 0043 601-01740 1.000 EACH | 2595.00000 2595.00| 2595.00000 2595.00| 2050.00000 2050.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0044 601-99105 250.000 LFT | 4750.00000 1187500.00| 19.00000 4750.00| 20.40000 5100.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0045 605-06145 2208.000 LFT | 13.75000 30360.00| 13.75000 30360.00| 21.00000 46368.00 CURB AND GUTTER, B, CONCRETE | | | 0046 610-07487 1997.000 TON | 69.00000 137793.00| 86.50000 172740.50| 95.00000 189715.00 HMA FOR APPROACHES, TYPE B | | | 0047 610-08446 1582.000 SYS | 49.00000 77518.00| 43.00000 68026.00| 41.85000 66206.70 PCCP FOR APPROACHES, 6 IN. | | | 0048 610-09108 5711.000 SYS | 53.00000 302683.00| 51.00000 291261.00| 51.00000 291261.00 PCCP FOR APPROACHES, 9 IN. | | | 0049 611-06497 77.000 EACH | 140.00000 10780.00| 130.00000 10010.00| 175.00000 13475.00 MAILBOX ASSEMBLY, SINGLE | | | 0050 611-06498 16.000 EACH | 275.00000 4400.00| 260.00000 4160.00| 230.00000 3680.00 MAILBOX ASSEMBLY, DOUBLE | | | 0051 615-06490 129.000 EACH | 116.00000 14964.00| 115.00000 14835.00| 130.00000 16770.00 RIGHT OF WAY MARKER | | | 0052 615-06505 20.000 EACH | 600.00000 12000.00| 595.00000 11900.00| 612.00000 12240.00 MONUMENT, B | | | 0053 615-06510 1.000 EACH | 495.00000 495.00| 495.00000 495.00| 540.00000 540.00 MONUMENT, C | | | 0054 616-02320 1250.000 SYS | 3.00000 3750.00| 2.10000 2625.00| 3.00000 3750.00 GEOTEXTILES | | | 0055 616-06405 697.000 TON | 30.00000 20910.00| 24.00000 16728.00| 32.00000 22304.00 RIPRAP, REVETMENT | | | 0056 621-01004 10.000 EACH | 515.00000 5150.00| 515.00000 5150.00| 525.00000 5250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0057 621-06545 5.100 TON | 1200.00000 6120.00| 975.00000 4972.50| 995.00000 5074.50 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -5 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1487672 |( 3 ) 35-1917625 |O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 621-06554 1917.000 LBS | 3.00000 5751.00| 3.00000 5751.00| 3.05000 5846.85 SEED MIXTURE, U | | | 0059 621-06565 26.000 TON | 400.00000 10400.00| 395.00000 10270.00| 405.00000 10530.00 MULCHING MATERIAL | | | 0060 621-06567 86.000 kGAL | 1.00000 86.00| 1.00000 86.00| 1.05000 90.30 WATER | | | 0061 621-06574 1188.000 SYS | 3.00000 3564.00| 2.41000 2863.08| 3.05000 3623.40 SODDING | | | 0062 621-06575 22454.000 SYS | 3.00000 67362.00| 2.41000 54114.14| 3.05000 68484.70 SODDING, NURSERY | | | 0063 622-05638 64.000 EACH | 28.00000 1792.00| 26.75000 1712.00| 27.35000 1750.40 PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 0064 622-52436 8.000 EACH | 32.00000 256.00| 32.00000 256.00| 32.60000 260.80 SIGN, DO NOT MOW OR SPRAY | | | 0065 622-91786 300.000 EACH | 7.50000 2250.00| 7.13000 2139.00| 7.25000 2175.00 SEEDLING | | | 0067 628-09407 36.000 MOS | 70.00000 2520.00| 110.00000 3960.00| 175.00000 6300.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0068 714-01634 139.000 LFT | 525.00000 72975.00| 414.12000 57562.68| 510.00000 70890.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 4 FT. | | | 0069 714-01764 128.000 LFT | 540.00000 69120.00| 442.40000 56627.20| 565.00000 72320.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 5 FT. | | | 0070 714-07773 240.000 LFT | 575.00000 138000.00| 445.00000 106800.00| 650.00000 156000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 3 FT. | | | 0071 714-26703 115.000 LFT | 475.00000 54625.00| 388.35000 44660.25| 455.00000 52325.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6' X 4' | | | 0072 715-05024 779.000 LFT | 49.00000 38171.00| 59.90000 46662.10| 63.00000 49077.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0073 715-05048 20018.000 LFT | 3.65000 73065.70| 3.55000 71063.90| 3.60000 72064.80 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0074 715-05053 367.000 LFT | 22.00000 8074.00| 22.00000 8074.00| 22.50000 8257.50 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0075 715-05149 12088.000 LFT | 30.00000 362640.00| 22.70000 274397.60| 22.50000 271980.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -6 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1487672 |( 3 ) 35-1917625 |O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 715-05151 3730.000 LFT | 20.00000 74600.00| 23.30000 86909.00| 25.75000 96047.50 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0077 715-05152 4468.000 LFT | 32.00000 142976.00| 26.00000 116168.00| 30.00000 134040.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0078 715-05154 4184.000 LFT | 37.00000 154808.00| 35.70000 149368.80| 35.00000 146440.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0079 715-05156 4702.000 LFT | 47.00000 220994.00| 52.84000 248453.68| 44.00000 206888.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0080 715-05168 42.000 LFT | 30.00000 1260.00| 36.70000 1541.40| 22.00000 924.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0081 715-05169 467.000 LFT | 20.00000 9340.00| 29.80000 13916.60| 25.75000 12025.25 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0082 715-05171 45.000 LFT | 32.00000 1440.00| 35.00000 1575.00| 30.50000 1372.50 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0083 715-05428 40.000 LFT | 95.00000 3800.00| 100.00000 4000.00| 155.00000 6200.00 PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0084 715-05998 2.000 LFT | 45.00000 90.00| 192.00000 384.00| 400.00000 800.00 PIPE, TYPE 3, CIRCULAR, 8 IN. | | | 0085 715-46000 2.000 EACH | 275.00000 550.00| 360.00000 720.00| 325.00000 650.00 PIPE END SECTION, 12 IN. | | | 0086 715-46005 11.000 EACH | 295.00000 3245.00| 385.00000 4235.00| 366.00000 4026.00 PIPE END SECTION, 15 IN. | | | 0087 715-46010 6.000 EACH | 325.00000 1950.00| 495.00000 2970.00| 450.00000 2700.00 PIPE END SECTION, 18 IN. | | | 0088 715-46020 3.000 EACH | 495.00000 1485.00| 625.00000 1875.00| 630.00000 1890.00 PIPE END SECTION, 24 IN. | | | 0089 715-46030 1.000 EACH | 545.00000 545.00| 850.00000 850.00| 895.00000 895.00 PIPE END SECTION, 30 IN. | | | 0090 715-46040 3.000 EACH | 645.00000 1935.00| 1130.00000 3390.00| 1445.00000 4335.00 PIPE END SECTION, 36 IN. | | | 0091 718-06528 8.000 EACH | 825.00000 6600.00| 825.00000 6600.00| 840.00000 6720.00 OUTLET PROTECTOR, 1 | | | 0092 718-06532 3000.000 LFT | 1.00000 3000.00| 1.00000 3000.00| 1.55000 4650.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0093 718-52610 1459.000 CYS | 35.00000 51065.00| 35.00000 51065.00| 35.70000 52086.30 AGGREGATE FOR UNDERDRAINS | | | 0094 718-99153 20834.000 SYS | 1.20000 25000.80| 1.40000 29167.60| 1.25000 26042.50 GEOTEXTILES FOR UNDERDRAIN | | | 0095 720-44000 19.000 EACH | 375.00000 7125.00| 283.00000 5377.00| 485.00000 9215.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -7 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1487672 |( 3 ) 35-1917625 |O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 720-45030 7.000 EACH | 1000.00000 7000.00| 1510.00000 10570.00| 1230.00000 8610.00 INLET, E7 | | | 0097 720-45080 12.000 EACH | 1300.00000 15600.00| 2100.00000 25200.00| 1930.00000 23160.00 INLET, S14 | | | 0098 720-45085 12.000 EACH | 1300.00000 15600.00| 2100.00000 25200.00| 1955.00000 23460.00 INLET, T14 | | | 0099 720-45235 1.000 EACH | 1100.00000 1100.00| 1780.00000 1780.00| 1515.00000 1515.00 CATCH BASIN, E7 | | | 0100 720-45265 26.000 EACH | 775.00000 20150.00| 1200.00000 31200.00| 1430.00000 37180.00 PIPE CATCH BASIN, 15 IN. | | | 0101 720-45275 6.000 EACH | 875.00000 5250.00| 1500.00000 9000.00| 1600.00000 9600.00 PIPE CATCH BASIN, 24 IN. | | | 0102 720-45410 55.000 EACH | 2600.00000 143000.00| 2200.00000 121000.00| 2300.00000 126500.00 MANHOLE, C4 | | | 0103 720-45415 28.000 EACH | 2600.00000 72800.00| 2664.00000 74592.00| 2800.00000 78400.00 MANHOLE, D4 | | | 0104 720-45510 25.000 EACH | 2300.00000 57500.00| 2160.00000 54000.00| 2200.00000 55000.00 MANHOLE, C4, MODIFIED | | | 0105 720-45515 6.000 EACH | 2300.00000 13800.00| 3790.00000 22740.00| 2600.00000 15600.00 MANHOLE, D4, MODIFIED | | | 0106 720-45605 44.000 LFT | 100.00000 4400.00| 1000.00000 44000.00| 450.00000 19800.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0107 801-03290 5.000 EACH | 275.00000 1375.00| 275.00000 1375.00| 300.00000 1500.00 CONSTRUCTION SIGN, C | | | 0108 801-04308 8.000 EACH | 495.00000 3960.00| 495.00000 3960.00| 605.00000 4840.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0109 801-06207 115484.000 LFT | 0.95000 109709.80| 0.90000 103935.60| 1.00000 115484.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0110 801-06625 16.000 EACH | 395.00000 6320.00| 120.00000 1920.00| 138.00000 2208.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0111 801-06640 28.000 EACH | 185.00000 5180.00| 185.00000 5180.00| 255.00000 7140.00 CONSTRUCTION SIGN, A | | | 0112 801-06645 3.000 EACH | 60.00000 180.00| 60.00000 180.00| 125.00000 375.00 CONSTRUCTION SIGN, B | | | 0113 801-06775 LUMP | 48000.00000 48000.00| 101500.00000 101500.00| 69795.34000 69795.34 MAINTAINING TRAFFIC | | | 0114 801-07119 324.000 LFT | 25.00000 8100.00| 25.00000 8100.00| 19.00000 6156.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -8 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1487672 |( 3 ) 35-1917625 |O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0115 801-07612 303.000 LFT | 1.00000 303.00| 1.00000 303.00| 3.00000 909.00 TEMPORARY PAVEMENT MARKING, 24 IN. | | | 0116 802-05701 854.000 LFT | 10.80000 9223.20| 10.86000 9274.44| 19.00000 16226.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0117 802-05702 218.000 LFT | 11.50000 2507.00| 11.36000 2476.48| 16.75000 3651.50 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0118 802-76025 271.000 SFT | 17.00000 4607.00| 17.00000 4607.00| 18.65000 5054.15 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0119 802-76035 646.000 SFT | 19.00000 12274.00| 19.00000 12274.00| 19.60000 12661.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0120 802-76045 111.000 SFT | 21.00000 2331.00| 21.00000 2331.00| 20.40000 2264.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0121 805-01842 12.000 EACH | 800.00000 9600.00| 1040.00000 12480.00| 1200.00000 14400.00 HANDHOLE, SIGNAL | | | 0122 805-02503 4284.000 LFT | 0.36000 1542.24| 0.15000 642.60| 0.15000 642.60 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0123 805-05870 4.000 EACH | 2000.00000 8000.00| 2440.00000 9760.00| 2650.00000 10600.00 SIGNAL SUPPORT FOUNDATION , 3 FT X 3 FT | | | X 12 FT | | | 0124 805-06592 1986.000 LFT | 16.80000 33364.80| 15.30000 30385.80| 17.60000 34953.60 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0125 805-78010 1.000 EACH | 1000.00000 1000.00| 1050.00000 1050.00| 1100.00000 1100.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0126 805-78100 1.000 EACH | 11064.00000 11064.00| 10000.00000 10000.00| 11225.00000 11225.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0127 805-78190 4.000 EACH | 400.00000 1600.00| 366.00000 1464.00| 380.00000 1520.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12" AMBER | | | 0128 805-78195 2.000 EACH | 400.00000 800.00| 340.00000 680.00| 355.00000 710.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | | 0129 805-78205 8.000 EACH | 696.00000 5568.00| 740.00000 5920.00| 775.00000 6200.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -9 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1487672 |( 3 ) 35-1917625 |O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0131 805-78415 5.000 EACH | 1500.00000 7500.00| 1710.00000 8550.00| 1775.00000 8875.00 SPAN, CATENARY, AND TETHER | | | 0132 805-78420 5.000 EACH | 280.00000 1400.00| 295.00000 1475.00| 310.00000 1550.00 DISCONNECT HANGER | | | 0133 805-78445 2.000 EACH | 500.00000 1000.00| 520.00000 1040.00| 540.00000 1080.00 SIGNAL SERVICE | | | 0134 805-78467 30.000 LFT | 2.00000 60.00| 3.71000 111.30| 3.85000 115.50 SIGNAL CABLE, 3C 8GA. | | | 0135 805-78480 183.000 LFT | 1.20000 219.60| 2.13000 389.79| 2.25000 411.75 SIGNAL CABLE, 3C 14GA. | | | 0136 805-78485 735.000 LFT | 1.44000 1058.40| 2.09000 1536.15| 2.20000 1617.00 SIGNAL CABLE, 5C 14GA. | | | 0137 805-78490 284.000 LFT | 1.50000 426.00| 2.51000 712.84| 2.60000 738.40 SIGNAL CABLE, 7C 14GA. | | | 0138 805-78510 3859.000 LFT | 0.75000 2894.25| 1.59000 6135.81| 1.66000 6405.94 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0139 805-78520 LUMP | 2000.00000 2000.00| 660.00000 660.00| 685.00000 685.00 MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0140 805-78785 14.000 EACH | 550.00000 7700.00| 950.00000 13300.00| 990.00000 13860.00 SIGNAL DETECTOR HOUSING | | | 0141 805-78795 3060.000 LFT | 7.20000 22032.00| 7.40000 22644.00| 8.05000 24633.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0142 805-78925 1.000 EACH | 1200.00000 1200.00| 1430.00000 1430.00| 1480.00000 1480.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0143 805-81032 4.000 EACH | 4500.00000 18000.00| 3900.00000 15600.00| 4080.00000 16320.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0144 805-96014 430.000 LFT | 6.00000 2580.00| 2.00000 860.00| 4.35000 1870.50 SAW CUT, FULL DEPTH | | | 0145 808-06701 6613.000 LFT | 0.35000 2314.55| 0.39000 2579.07| 0.35000 2314.55 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0146 808-06703 33976.000 LFT | 0.35000 11891.60| 0.39000 13250.64| 0.35000 11891.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0147 808-75240 4611.000 LFT | 0.35000 1613.85| 0.39000 1798.29| 0.37000 1706.07 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0148 808-75245 30571.000 LFT | 0.35000 10699.85| 0.39000 11922.69| 0.35000 10699.85 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -10 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1487672 |( 3 ) 35-1917625 |O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0149 808-75290 97.000 LFT | 5.90000 572.30| 5.90000 572.30| 4.35000 421.95 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0150 808-75297 567.000 LFT | 5.90000 3345.30| 5.90000 3345.30| 4.35000 2466.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0151 808-75320 45.000 EACH | 60.00000 2700.00| 60.00000 2700.00| 74.50000 3352.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0152 808-75325 45.000 EACH | 70.00000 3150.00| 70.00000 3150.00| 97.00000 4365.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0153 808-75998 1130.000 EACH | 15.00000 16950.00| 15.00000 16950.00| 15.30000 17289.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0154 808-92027 1718.000 LFT | 0.85000 1460.30| 0.90000 1546.20| 1.45000 2491.10 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0155 628-09403 36.000 MOS | 1500.00000 54000.00| 1850.00000 66600.00| 2500.00000 90000.00 FIELD OFFICE, C | | | 0156 108-01614 LUMP | 12100.00000 12100.00| 13130.00000 13130.00| 14000.00000 14000.00 PARTNERING OVERHEAD | | | 0157 303-08210 3000.000 TON | 13.00000 39000.00| 18.50000 55500.00| 24.75000 74250.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0158 304-07490 182.000 TON | 79.00000 14378.00| 130.00000 23660.00| 92.00000 16744.00 HMA PATCHING, TYPE B | | | 0159 611-08232 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 305.00000 305.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0160 605-06140 27612.000 LFT | 13.75000 379665.00| 13.00000 358956.00| 16.00000 441792.00 CURB AND GUTTER, CONCRETE | | | 0161 720-98174 122.000 EACH | 1275.00000 155550.00| 2220.00000 270840.00| 1900.00000 231800.00 INLET, B15 | | | 0162 720-98555 60.000 EACH | 1275.00000 76500.00| 2220.00000 133200.00| 1940.00000 116400.00 INLET, C15 | | | 0163 720-90984 18.000 EACH | 2700.00000 48600.00| 2425.00000 43650.00| 2560.00000 46080.00 MANHOLE, C2 | | | 0164 720-92025 1.000 EACH | 3200.00000 3200.00| 2495.00000 2495.00| 2855.00000 2855.00 MANHOLE, D2 | | | 0165 720-97865 3.000 EACH | 2400.00000 7200.00| 3075.00000 9225.00| 2500.00000 7500.00 MANHOLE, C2, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -11 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1487672 |( 3 ) 35-1917625 |O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0166 805-02087 LUMP | 480.00000 480.00| 960.00000 960.00| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0167 805-92504 1.000 EACH | 400.00000 400.00| 700.00000 700.00| 725.00000 725.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0168 807-03934 7.000 EACH | 250.00000 1750.00| 455.00000 3185.00| 320.00000 2240.00 LIGHT STRUCTURE, REMOVE | | | 0169 808-06713 15000.000 LFT | 0.10000 1500.00| 0.24000 3600.00| 0.16000 2400.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0170 808-06714 15000.000 LFT | 0.10000 1500.00| 0.24000 3600.00| 0.16000 2400.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0171 808-06716 30000.000 LFT | 0.50000 15000.00| 0.31000 9300.00| 0.30000 9000.00 LINE, REMOVE | | | 0172 211-09264 32455.000 CYS | 18.00000 584190.00| 20.70000 671818.50| 32.25000 1046673.75 STRUCTURE BACKFILL, TYPE 1 | | | SECTION TOTALS | $ 12,483,929.79| $ 12,687,000.04| $ 14,289,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 12,483,929.79| $ 12,687,000.04| $ 14,289,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -12 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1023045 |( 5 ) 31-1323837 |( 6 ) 35-2040801 |FAULKNER CONSTRUCTION LLC |SUNESIS CONSTRUCTION COMPANY |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGNS, SIGNALS, LIGHTING AND MARKINGS | | | 0001 105-06845 LUMP | 475000.00000 475000.00| 110000.00000 110000.00| 107620.10000 107620.10 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 300.00000 900.00| 260.00000 780.00| 280.00000 840.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 108.000 MOS | 125.00000 13500.00| 520.00000 56160.00| 135.00000 14580.00 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 | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 110-01001 LUMP | 681795.23800 681795.24| 760717.72800 760717.73| 750000.00000 750000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 313258.34000 313258.34| 200000.00000 200000.00| 100000.00000 100000.00 CLEARING RIGHT OF WAY | | | 0014 202-01300 2.000 EACH | 3620.00000 7240.00| 1800.00000 3600.00| 1730.00000 3460.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0015 202-03000 LUMP | 1350.00000 1350.00| 300.00000 300.00| 600.00000 600.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | | 0016 202-03000 LUMP | 1350.00000 1350.00| 0.01000 0.01| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | | 0017 202-03000 LUMP | 1350.00000 1350.00| 0.01000 0.01| 0.01000 0.01 HOUSES AND BUILDINGS, REMOVE , PARCEL 4 | | | 0018 202-03000 LUMP | 1350.00000 1350.00| 65.00000 65.00| 600.00000 600.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | | 0019 202-03000 LUMP | 1350.00000 1350.00| 550.00000 550.00| 600.00000 600.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -13 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1023045 |( 5 ) 31-1323837 |( 6 ) 35-2040801 |FAULKNER CONSTRUCTION LLC |SUNESIS CONSTRUCTION COMPANY |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-03000 LUMP | 1350.00000 1350.00| 100.00000 100.00| 300.00000 300.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | | 0021 203-02000 71582.000 CYS | 9.25000 662133.50| 9.85000 705082.70| 13.00000 930566.00 EXCAVATION, COMMON | | | 0022 205-06931 4.000 TON | 50.00000 200.00| 30.00000 120.00| 180.00000 720.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06932 392.000 LFT | 4.10000 1607.20| 4.25000 1666.00| 15.00000 5880.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06933 39.000 EACH | 80.00000 3120.00| 80.00000 3120.00| 133.00000 5187.00 TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06936 8.000 TON | 25.00000 200.00| 41.00000 328.00| 180.00000 1440.00 TEMPORARY SEDIMENT TRAP | | | 0026 205-06937 11135.000 LFT | 1.08000 12025.80| 1.25000 13918.75| 1.85000 20599.75 TEMPORARY SILT FENCE | | | 0027 207-08267 7471.000 SYS | 4.05000 30257.55| 8.55000 63877.05| 9.50000 70974.50 SUBGRADE TREATMENT, TYPE IIIA | | | 0028 207-08268 122245.000 SYS | 6.88000 841045.60| 10.55000 1289684.75| 11.20000 1369144.00 SUBGRADE TREATMENT, TYPE IV | | | 0030 301-07448 1000.000 TON | 25.25000 25250.00| 20.00000 20000.00| 27.00000 27000.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 303-01180 1200.000 TON | 25.25000 30300.00| 20.00000 24000.00| 19.00000 22800.00 COMPACTED AGGREGATE, NO. 53 | | | 0032 401-06264 LUMP | 7342.47000 7342.47| 7000.00000 7000.00| 4500.00000 4500.00 PROFILOGRAPH, HMA | | | 0033 401-07328 8601.000 TON | 97.98000 842725.98| 107.76000 926843.76| 88.00000 756888.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0034 401-07392 101.000 TON | 81.12000 8193.12| 90.73000 9163.73| 68.00000 6868.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0035 401-07398 14288.000 TON | 67.27000 961153.76| 74.41000 1063170.08| 69.00000 985872.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0036 401-07408 2822.000 TON | 64.16000 181059.52| 62.90000 177503.80| 60.00000 169320.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0037 401-07424 44579.000 TON | 57.56000 2565967.24| 64.11000 2857959.69| 63.00000 2808477.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0038 401-07429 22647.000 TON | 71.06000 1609295.82| 81.37000 1842786.39| 63.00000 1426761.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0039 402-07433 74.000 TON | 163.95000 12132.30| 80.00000 5920.00| 85.00000 6290.00 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -14 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1023045 |( 5 ) 31-1323837 |( 6 ) 35-2040801 |FAULKNER CONSTRUCTION LLC |SUNESIS CONSTRUCTION COMPANY |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 402-07438 274.000 TON | 89.43000 24503.82| 80.00000 21920.00| 70.00000 19180.00 HMA INTERMEDIATE, TYPE B | | | 0041 406-05520 113.000 TON | 500.00000 56500.00| 580.73000 65622.49| 530.00000 59890.00 ASPHALT FOR TACK COAT | | | 0042 601-01522 1.000 EACH | 83.67000 83.67| 2900.00000 2900.00| 2495.00000 2495.00 GUARDRAIL TRANSITION TYPE TGB | | | 0043 601-01740 1.000 EACH | 2595.00000 2595.00| 2900.00000 2900.00| 2595.00000 2595.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0044 601-99105 250.000 LFT | 19.00000 4750.00| 22.00000 5500.00| 19.00000 4750.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0045 605-06145 2208.000 LFT | 12.75000 28152.00| 34.84000 76926.72| 19.00000 41952.00 CURB AND GUTTER, B, CONCRETE | | | 0046 610-07487 1997.000 TON | 155.06000 309654.82| 97.18000 194068.46| 87.00000 173739.00 HMA FOR APPROACHES, TYPE B | | | 0047 610-08446 1582.000 SYS | 37.00000 58534.00| 49.94000 79005.08| 48.00000 75936.00 PCCP FOR APPROACHES, 6 IN. | | | 0048 610-09108 5711.000 SYS | 55.00000 314105.00| 59.23000 338262.53| 56.00000 319816.00 PCCP FOR APPROACHES, 9 IN. | | | 0049 611-06497 77.000 EACH | 173.00000 13321.00| 150.00000 11550.00| 130.00000 10010.00 MAILBOX ASSEMBLY, SINGLE | | | 0050 611-06498 16.000 EACH | 360.00000 5760.00| 520.00000 8320.00| 260.00000 4160.00 MAILBOX ASSEMBLY, DOUBLE | | | 0051 615-06490 129.000 EACH | 162.00000 20898.00| 130.00000 16770.00| 115.00000 14835.00 RIGHT OF WAY MARKER | | | 0052 615-06505 20.000 EACH | 610.00000 12200.00| 690.00000 13800.00| 595.00000 11900.00 MONUMENT, B | | | 0053 615-06510 1.000 EACH | 458.00000 458.00| 500.00000 500.00| 495.00000 495.00 MONUMENT, C | | | 0054 616-02320 1250.000 SYS | 0.98000 1225.00| 1.00000 1250.00| 2.70000 3375.00 GEOTEXTILES | | | 0055 616-06405 697.000 TON | 21.50000 14985.50| 20.00000 13940.00| 34.00000 23698.00 RIPRAP, REVETMENT | | | 0056 621-01004 10.000 EACH | 515.00000 5150.00| 493.62000 4936.20| 515.00000 5150.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0057 621-06545 5.100 TON | 975.00000 4972.50| 871.09000 4442.56| 975.00000 4972.50 FERTILIZER | | | 0058 621-06554 1917.000 LBS | 3.00000 5751.00| 4.07000 7802.19| 3.00000 5751.00 SEED MIXTURE, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -15 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1023045 |( 5 ) 31-1323837 |( 6 ) 35-2040801 |FAULKNER CONSTRUCTION LLC |SUNESIS CONSTRUCTION COMPANY |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 621-06565 26.000 TON | 395.00000 10270.00| 522.65000 13588.90| 395.00000 10270.00 MULCHING MATERIAL | | | 0060 621-06567 86.000 kGAL | 1.00000 86.00| 29.04000 2497.44| 1.00000 86.00 WATER | | | 0061 621-06574 1188.000 SYS | 2.41000 2863.08| 3.83000 4550.04| 2.41000 2863.08 SODDING | | | 0062 621-06575 22454.000 SYS | 2.41000 54114.14| 3.83000 85998.82| 2.41000 54114.14 SODDING, NURSERY | | | 0063 622-05638 64.000 EACH | 26.75000 1712.00| 41.81000 2675.84| 26.75000 1712.00 PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 0064 622-52436 8.000 EACH | 32.00000 256.00| 40.65000 325.20| 32.00000 256.00 SIGN, DO NOT MOW OR SPRAY | | | 0065 622-91786 300.000 EACH | 7.13000 2139.00| 9.87000 2961.00| 7.13000 2139.00 SEEDLING | | | 0067 628-09407 36.000 MOS | 500.00000 18000.00| 200.00000 7200.00| 250.00000 9000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0068 714-01634 139.000 LFT | 829.00000 115231.00| 665.00000 92435.00| 377.00000 52403.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 4 FT. | | | 0069 714-01764 128.000 LFT | 844.00000 108032.00| 605.00000 77440.00| 393.00000 50304.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 5 FT. | | | 0070 714-07773 240.000 LFT | 935.00000 224400.00| 630.00000 151200.00| 480.00000 115200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 3 FT. | | | 0071 714-26703 115.000 LFT | 782.00000 89930.00| 605.00000 69575.00| 329.00000 37835.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6' X 4' | | | 0072 715-05024 779.000 LFT | 44.79000 34891.41| 57.25000 44597.75| 57.00000 44403.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0073 715-05048 20018.000 LFT | 2.65000 53047.70| 5.35000 107096.30| 2.50000 50045.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0074 715-05053 367.000 LFT | 14.00000 5138.00| 25.55000 9376.85| 14.00000 5138.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0075 715-05149 12088.000 LFT | 19.19000 231968.72| 18.65000 225441.20| 31.00000 374728.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0076 715-05151 3730.000 LFT | 17.79000 66356.70| 33.20000 123836.00| 32.00000 119360.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -16 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1023045 |( 5 ) 31-1323837 |( 6 ) 35-2040801 |FAULKNER CONSTRUCTION LLC |SUNESIS CONSTRUCTION COMPANY |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 715-05152 4468.000 LFT | 18.81000 84043.08| 33.75000 150795.00| 35.00000 156380.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0078 715-05154 4184.000 LFT | 24.11000 100876.24| 47.00000 196648.00| 43.00000 179912.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0079 715-05156 4702.000 LFT | 31.03000 145903.06| 70.00000 329140.00| 50.00000 235100.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0080 715-05168 42.000 LFT | 23.11000 970.62| 20.00000 840.00| 27.00000 1134.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0081 715-05169 467.000 LFT | 16.56000 7733.52| 21.00000 9807.00| 28.00000 13076.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0082 715-05171 45.000 LFT | 20.58000 926.10| 31.00000 1395.00| 32.00000 1440.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0083 715-05428 40.000 LFT | 35.00000 1400.00| 100.00000 4000.00| 110.00000 4400.00 PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0084 715-05998 2.000 LFT | 80.00000 160.00| 15.00000 30.00| 60.00000 120.00 PIPE, TYPE 3, CIRCULAR, 8 IN. | | | 0085 715-46000 2.000 EACH | 270.00000 540.00| 300.00000 600.00| 400.00000 800.00 PIPE END SECTION, 12 IN. | | | 0086 715-46005 11.000 EACH | 296.00000 3256.00| 360.00000 3960.00| 400.00000 4400.00 PIPE END SECTION, 15 IN. | | | 0087 715-46010 6.000 EACH | 325.00000 1950.00| 350.00000 2100.00| 520.00000 3120.00 PIPE END SECTION, 18 IN. | | | 0088 715-46020 3.000 EACH | 437.00000 1311.00| 570.00000 1710.00| 620.00000 1860.00 PIPE END SECTION, 24 IN. | | | 0089 715-46030 1.000 EACH | 568.00000 568.00| 600.00000 600.00| 820.00000 820.00 PIPE END SECTION, 30 IN. | | | 0090 715-46040 3.000 EACH | 776.00000 2328.00| 450.00000 1350.00| 960.00000 2880.00 PIPE END SECTION, 36 IN. | | | 0091 718-06528 8.000 EACH | 575.00000 4600.00| 958.20000 7665.60| 425.00000 3400.00 OUTLET PROTECTOR, 1 | | | 0092 718-06532 3000.000 LFT | 1.00000 3000.00| 1.20000 3600.00| 1.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0093 718-52610 1459.000 CYS | 30.00000 43770.00| 40.65000 59308.35| 29.50000 43040.50 AGGREGATE FOR UNDERDRAINS | | | 0094 718-99153 20834.000 SYS | 0.75000 15625.50| 1.40000 29167.60| 0.70000 14583.80 GEOTEXTILES FOR UNDERDRAIN | | | 0095 720-44000 19.000 EACH | 350.00000 6650.00| 280.00000 5320.00| 600.00000 11400.00 CASTING, ADJUST TO GRADE | | | 0096 720-45030 7.000 EACH | 1000.00000 7000.00| 1130.00000 7910.00| 2500.00000 17500.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -17 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1023045 |( 5 ) 31-1323837 |( 6 ) 35-2040801 |FAULKNER CONSTRUCTION LLC |SUNESIS CONSTRUCTION COMPANY |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 720-45080 12.000 EACH | 1600.00000 19200.00| 1640.00000 19680.00| 3000.00000 36000.00 INLET, S14 | | | 0098 720-45085 12.000 EACH | 1600.00000 19200.00| 1490.00000 17880.00| 3000.00000 36000.00 INLET, T14 | | | 0099 720-45235 1.000 EACH | 1300.00000 1300.00| 1800.00000 1800.00| 2700.00000 2700.00 CATCH BASIN, E7 | | | 0100 720-45265 26.000 EACH | 1000.00000 26000.00| 850.00000 22100.00| 2300.00000 59800.00 PIPE CATCH BASIN, 15 IN. | | | 0101 720-45275 6.000 EACH | 1200.00000 7200.00| 1185.00000 7110.00| 2500.00000 15000.00 PIPE CATCH BASIN, 24 IN. | | | 0102 720-45410 55.000 EACH | 1544.00000 84920.00| 1800.00000 99000.00| 2600.00000 143000.00 MANHOLE, C4 | | | 0103 720-45415 28.000 EACH | 2033.00000 56924.00| 2400.00000 67200.00| 3300.00000 92400.00 MANHOLE, D4 | | | 0104 720-45510 25.000 EACH | 1514.00000 37850.00| 1320.00000 33000.00| 2600.00000 65000.00 MANHOLE, C4, MODIFIED | | | 0105 720-45515 6.000 EACH | 2086.00000 12516.00| 1745.00000 10470.00| 3300.00000 19800.00 MANHOLE, D4, MODIFIED | | | 0106 720-45605 44.000 LFT | 2000.00000 88000.00| 285.00000 12540.00| 900.00000 39600.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0107 801-03290 5.000 EACH | 568.00000 2840.00| 320.00000 1600.00| 275.00000 1375.00 CONSTRUCTION SIGN, C | | | 0108 801-04308 8.000 EACH | 1100.00000 8800.00| 570.00000 4560.00| 495.00000 3960.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0109 801-06207 115484.000 LFT | 0.83000 95851.72| 1.05000 121258.20| 1.20000 138580.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0110 801-06625 16.000 EACH | 277.00000 4432.00| 135.00000 2160.00| 120.00000 1920.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0111 801-06640 28.000 EACH | 349.00000 9772.00| 200.00000 5600.00| 185.00000 5180.00 CONSTRUCTION SIGN, A | | | 0112 801-06645 3.000 EACH | 125.00000 375.00| 69.00000 207.00| 60.00000 180.00 CONSTRUCTION SIGN, B | | | 0113 801-06775 LUMP | 359271.00000 359271.00| 112253.38000 112253.38| 150000.00000 150000.00 MAINTAINING TRAFFIC | | | 0114 801-07119 324.000 LFT | 32.00000 10368.00| 29.00000 9396.00| 25.00000 8100.00 BARRICADE, III-B | | | 0115 801-07612 303.000 LFT | 4.00000 1212.00| 1.00000 303.00| 3.20000 969.60 TEMPORARY PAVEMENT MARKING, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -18 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1023045 |( 5 ) 31-1323837 |( 6 ) 35-2040801 |FAULKNER CONSTRUCTION LLC |SUNESIS CONSTRUCTION COMPANY |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0116 802-05701 854.000 LFT | 19.10000 16311.40| 12.50000 10675.00| 10.76000 9189.04 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0117 802-05702 218.000 LFT | 16.80000 3662.40| 13.00000 2834.00| 11.36000 2476.48 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0118 802-76025 271.000 SFT | 18.80000 5094.80| 19.00000 5149.00| 17.00000 4607.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0119 802-76035 646.000 SFT | 19.70000 12726.20| 22.00000 14212.00| 19.00000 12274.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0120 802-76045 111.000 SFT | 21.00000 2331.00| 24.00000 2664.00| 21.00000 2331.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0121 805-01842 12.000 EACH | 1200.00000 14400.00| 1300.00000 15600.00| 1040.00000 12480.00 HANDHOLE, SIGNAL | | | 0122 805-02503 4284.000 LFT | 0.16000 685.44| 0.17000 728.28| 0.15000 642.60 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0123 805-05870 4.000 EACH | 2700.00000 10800.00| 300.00000 1200.00| 2440.00000 9760.00 SIGNAL SUPPORT FOUNDATION , 3 FT X 3 FT | | | X 12 FT | | | 0124 805-06592 1986.000 LFT | 17.70000 35152.20| 20.00000 39720.00| 15.30000 30385.80 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0125 805-78010 1.000 EACH | 1100.00000 1100.00| 1240.00000 1240.00| 1050.00000 1050.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0126 805-78100 1.000 EACH | 22500.00000 22500.00| 12750.00000 12750.00| 10000.00000 10000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0127 805-78190 4.000 EACH | 384.00000 1536.00| 425.00000 1700.00| 366.00000 1464.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12" AMBER | | | 0128 805-78195 2.000 EACH | 357.00000 714.00| 400.00000 800.00| 340.00000 680.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | | 0129 805-78205 8.000 EACH | 780.00000 6240.00| 880.00000 7040.00| 740.00000 5920.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0131 805-78415 5.000 EACH | 1790.00000 8950.00| 2000.00000 10000.00| 1710.00000 8550.00 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -19 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1023045 |( 5 ) 31-1323837 |( 6 ) 35-2040801 |FAULKNER CONSTRUCTION LLC |SUNESIS CONSTRUCTION COMPANY |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0132 805-78420 5.000 EACH | 309.00000 1545.00| 350.00000 1750.00| 295.00000 1475.00 DISCONNECT HANGER | | | 0133 805-78445 2.000 EACH | 550.00000 1100.00| 600.00000 1200.00| 520.00000 1040.00 SIGNAL SERVICE | | | 0134 805-78467 30.000 LFT | 3.89000 116.70| 4.25000 127.50| 3.71000 111.30 SIGNAL CABLE, 3C 8GA. | | | 0135 805-78480 183.000 LFT | 2.24000 409.92| 2.50000 457.50| 2.13000 389.79 SIGNAL CABLE, 3C 14GA. | | | 0136 805-78485 735.000 LFT | 2.19000 1609.65| 2.45000 1800.75| 2.09000 1536.15 SIGNAL CABLE, 5C 14GA. | | | 0137 805-78490 284.000 LFT | 2.63000 746.92| 2.90000 823.60| 2.51000 712.84 SIGNAL CABLE, 7C 14GA. | | | 0138 805-78510 3859.000 LFT | 1.67000 6444.53| 1.80000 6946.20| 1.59000 6135.81 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0139 805-78520 LUMP | 690.00000 690.00| 775.00000 775.00| 660.00000 660.00 MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0140 805-78785 14.000 EACH | 1000.00000 14000.00| 1125.00000 15750.00| 950.00000 13300.00 SIGNAL DETECTOR HOUSING | | | 0141 805-78795 3060.000 LFT | 8.10000 24786.00| 9.00000 27540.00| 7.40000 22644.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0142 805-78925 1.000 EACH | 1490.00000 1490.00| 1680.00000 1680.00| 1430.00000 1430.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0143 805-81032 4.000 EACH | 4100.00000 16400.00| 4650.00000 18600.00| 3900.00000 15600.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0144 805-96014 430.000 LFT | 3.00000 1290.00| 5.00000 2150.00| 6.00000 2580.00 SAW CUT, FULL DEPTH | | | 0145 808-06701 6613.000 LFT | 0.40000 2645.20| 0.50000 3306.50| 0.39000 2579.07 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0146 808-06703 33976.000 LFT | 0.40000 13590.40| 0.50000 16988.00| 0.39000 13250.64 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0147 808-75240 4611.000 LFT | 0.40000 1844.40| 0.50000 2305.50| 0.39000 1798.29 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0148 808-75245 30571.000 LFT | 0.40000 12228.40| 0.50000 15285.50| 0.39000 11922.69 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0149 808-75290 97.000 LFT | 6.95000 674.15| 8.90000 863.30| 5.90000 572.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -20 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1023045 |( 5 ) 31-1323837 |( 6 ) 35-2040801 |FAULKNER CONSTRUCTION LLC |SUNESIS CONSTRUCTION COMPANY |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0150 808-75297 567.000 LFT | 6.95000 3940.65| 8.90000 5046.30| 5.90000 3345.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0151 808-75320 45.000 EACH | 144.00000 6480.00| 184.00000 8280.00| 60.00000 2700.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0152 808-75325 45.000 EACH | 194.00000 8730.00| 240.00000 10800.00| 70.00000 3150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0153 808-75998 1130.000 EACH | 15.00000 16950.00| 17.00000 19210.00| 15.00000 16950.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0154 808-92027 1718.000 LFT | 2.35000 4037.30| 3.00000 5154.00| 0.84000 1443.12 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0155 628-09403 36.000 MOS | 3000.00000 108000.00| 1500.00000 54000.00| 2000.00000 72000.00 FIELD OFFICE, C | | | 0156 108-01614 LUMP | 5000.00000 5000.00| 11600.00000 11600.00| 9700.00000 9700.00 PARTNERING OVERHEAD | | | 0157 303-08210 3000.000 TON | 30.00000 90000.00| 13.00000 39000.00| 28.00000 84000.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0158 304-07490 182.000 TON | 169.00000 30758.00| 90.00000 16380.00| 150.00000 27300.00 HMA PATCHING, TYPE B | | | 0159 611-08232 1.000 EACH | 220.00000 220.00| 150.00000 150.00| 250.00000 250.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0160 605-06140 27612.000 LFT | 13.50000 372762.00| 17.00000 469404.00| 16.00000 441792.00 CURB AND GUTTER, CONCRETE | | | 0161 720-98174 122.000 EACH | 1650.00000 201300.00| 1840.00000 224480.00| 3100.00000 378200.00 INLET, B15 | | | 0162 720-98555 60.000 EACH | 1650.00000 99000.00| 1840.00000 110400.00| 3100.00000 186000.00 INLET, C15 | | | 0163 720-90984 18.000 EACH | 1975.00000 35550.00| 1250.00000 22500.00| 3000.00000 54000.00 MANHOLE, C2 | | | 0164 720-92025 1.000 EACH | 2500.00000 2500.00| 1695.00000 1695.00| 3700.00000 3700.00 MANHOLE, D2 | | | 0165 720-97865 3.000 EACH | 2200.00000 6600.00| 1100.00000 3300.00| 3000.00000 9000.00 MANHOLE, C2, MODIFIED | | | 0166 805-02087 LUMP | 1010.00000 1010.00| 1100.00000 1100.00| 960.00000 960.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -21 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-1023045 |( 5 ) 31-1323837 |( 6 ) 35-2040801 |FAULKNER CONSTRUCTION LLC |SUNESIS CONSTRUCTION COMPANY |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0167 805-92504 1.000 EACH | 730.00000 730.00| 820.00000 820.00| 700.00000 700.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0168 807-03934 7.000 EACH | 477.00000 3339.00| 525.00000 3675.00| 455.00000 3185.00 LIGHT STRUCTURE, REMOVE | | | 0169 808-06713 15000.000 LFT | 0.25000 3750.00| 0.30000 4500.00| 0.24000 3600.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0170 808-06714 15000.000 LFT | 0.25000 3750.00| 0.30000 4500.00| 0.24000 3600.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0171 808-06716 30000.000 LFT | 0.36000 10800.00| 0.40000 12000.00| 0.31000 9300.00 LINE, REMOVE | | | 0172 211-09264 32455.000 CYS | 18.00000 584190.00| 16.70000 541998.50| 29.00000 941195.00 STRUCTURE BACKFILL, TYPE 1 | | | SECTION TOTALS | $ 14,317,700.00| $ 15,214,354.58| $ 15,300,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 14,317,700.00| $ 15,214,354.58| $ 15,300,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -22 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-0578656 |( ) |( ) |JOHN R JURGENSEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGNS, SIGNALS, LIGHTING AND MARKINGS | | | 0001 105-06845 LUMP | 195000.00000 195000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 166.85000 500.55| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 108.000 MOS | 100.00000 10800.00| | 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 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0012 110-01001 LUMP | 403390.93000 403390.93| | MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 24429.97000 24429.97| | CLEARING RIGHT OF WAY | | | 0014 202-01300 2.000 EACH | 1810.00000 3620.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0015 202-03000 LUMP | 2927.87000 2927.87| | HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | | 0016 202-03000 LUMP | 1737.05000 1737.05| | HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | | 0017 202-03000 LUMP | 1951.59000 1951.59| | HOUSES AND BUILDINGS, REMOVE , PARCEL 4 | | | 0018 202-03000 LUMP | 1951.59000 1951.59| | HOUSES AND BUILDINGS, REMOVE , PARCEL 6 | | | 0019 202-03000 LUMP | 1951.59000 1951.59| | HOUSES AND BUILDINGS, REMOVE , PARCEL 7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -23 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-0578656 |( ) |( ) |JOHN R JURGENSEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-03000 LUMP | 921.20000 921.20| | HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | | 0021 203-02000 71582.000 CYS | 14.64000 1047960.48| | EXCAVATION, COMMON | | | 0022 205-06931 4.000 TON | 163.70000 654.80| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06932 392.000 LFT | 10.79000 4229.68| | TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06933 39.000 EACH | 148.87000 5805.93| | TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06936 8.000 TON | 118.63000 949.04| | TEMPORARY SEDIMENT TRAP | | | 0026 205-06937 11135.000 LFT | 1.99000 22158.65| | TEMPORARY SILT FENCE | | | 0027 207-08267 7471.000 SYS | 14.48000 108180.08| | SUBGRADE TREATMENT, TYPE IIIA | | | 0028 207-08268 122245.000 SYS | 13.71000 1675978.95| | SUBGRADE TREATMENT, TYPE IV | | | 0030 301-07448 1000.000 TON | 26.56000 26560.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 303-01180 1200.000 TON | 27.76000 33312.00| | COMPACTED AGGREGATE, NO. 53 | | | 0032 401-06264 LUMP | 7131.94000 7131.94| | PROFILOGRAPH, HMA | | | 0033 401-07328 8601.000 TON | 89.85000 772799.85| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0034 401-07392 101.000 TON | 74.52000 7526.52| | QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0035 401-07398 14288.000 TON | 62.06000 886713.28| | QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0036 401-07408 2822.000 TON | 52.45000 148013.90| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0037 401-07424 44579.000 TON | 53.46000 2383193.34| | QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0038 401-07429 22647.000 TON | 67.85000 1536598.95| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0039 402-07433 74.000 TON | 159.01000 11766.74| | HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -24 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-0578656 |( ) |( ) |JOHN R JURGENSEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 402-07438 274.000 TON | 86.69000 23753.06| | HMA INTERMEDIATE, TYPE B | | | 0041 406-05520 113.000 TON | 500.00000 56500.00| | ASPHALT FOR TACK COAT | | | 0042 601-01522 1.000 EACH | 2500.00000 2500.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0043 601-01740 1.000 EACH | 2010.00000 2010.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0044 601-99105 250.000 LFT | 20.00000 5000.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0045 605-06145 2208.000 LFT | 13.83000 30536.64| | CURB AND GUTTER, B, CONCRETE | | | 0046 610-07487 1997.000 TON | 81.08000 161916.76| | HMA FOR APPROACHES, TYPE B | | | 0047 610-08446 1582.000 SYS | 41.87000 66238.34| | PCCP FOR APPROACHES, 6 IN. | | | 0048 610-09108 5711.000 SYS | 59.87000 341917.57| | PCCP FOR APPROACHES, 9 IN. | | | 0049 611-06497 77.000 EACH | 170.00000 13090.00| | MAILBOX ASSEMBLY, SINGLE | | | 0050 611-06498 16.000 EACH | 225.00000 3600.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0051 615-06490 129.000 EACH | 128.00000 16512.00| | RIGHT OF WAY MARKER | | | 0052 615-06505 20.000 EACH | 600.00000 12000.00| | MONUMENT, B | | | 0053 615-06510 1.000 EACH | 530.00000 530.00| | MONUMENT, C | | | 0054 616-02320 1250.000 SYS | 4.16000 5200.00| | GEOTEXTILES | | | 0055 616-06405 697.000 TON | 41.23000 28737.31| | RIPRAP, REVETMENT | | | 0056 621-01004 10.000 EACH | 915.00000 9150.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0057 621-06545 5.100 TON | 985.00000 5023.50| | FERTILIZER | | | 0058 621-06554 1917.000 LBS | 3.40000 6517.80| | SEED MIXTURE, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -25 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-0578656 |( ) |( ) |JOHN R JURGENSEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 621-06565 26.000 TON | 400.00000 10400.00| | MULCHING MATERIAL | | | 0060 621-06567 86.000 kGAL | 1.00000 86.00| | WATER | | | 0061 621-06574 1188.000 SYS | 2.41000 2863.08| | SODDING | | | 0062 621-06575 22454.000 SYS | 2.41000 54114.14| | SODDING, NURSERY | | | 0063 622-05638 64.000 EACH | 26.75000 1712.00| | PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 0064 622-52436 8.000 EACH | 40.52000 324.16| | SIGN, DO NOT MOW OR SPRAY | | | 0065 622-91786 300.000 EACH | 7.13000 2139.00| | SEEDLING | | | 0067 628-09407 36.000 MOS | 127.92000 4605.12| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0068 714-01634 139.000 LFT | 889.98000 123707.22| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 4 FT. | | | 0069 714-01764 128.000 LFT | 941.85000 120556.80| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 5 FT. | | | 0070 714-07773 240.000 LFT | 945.53000 226927.20| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 3 FT. | | | 0071 714-26703 115.000 LFT | 782.88000 90031.20| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6' X 4' | | | 0072 715-05024 779.000 LFT | 69.97000 54506.63| | PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0073 715-05048 20018.000 LFT | 3.55000 71063.90| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0074 715-05053 367.000 LFT | 22.00000 8074.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0075 715-05149 12088.000 LFT | 33.69000 407244.72| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0076 715-05151 3730.000 LFT | 42.06000 156883.80| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -26 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-0578656 |( ) |( ) |JOHN R JURGENSEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 715-05152 4468.000 LFT | 50.06000 223668.08| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0078 715-05154 4184.000 LFT | 66.04000 276311.36| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0079 715-05156 4702.000 LFT | 73.58000 345973.16| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0080 715-05168 42.000 LFT | 60.75000 2551.50| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0081 715-05169 467.000 LFT | 43.88000 20491.96| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0082 715-05171 45.000 LFT | 91.71000 4126.95| | PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0083 715-05428 40.000 LFT | 182.79000 7311.60| | PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0084 715-05998 2.000 LFT | 596.56000 1193.12| | PIPE, TYPE 3, CIRCULAR, 8 IN. | | | 0085 715-46000 2.000 EACH | 528.49000 1056.98| | PIPE END SECTION, 12 IN. | | | 0086 715-46005 11.000 EACH | 561.05000 6171.55| | PIPE END SECTION, 15 IN. | | | 0087 715-46010 6.000 EACH | 703.38000 4220.28| | PIPE END SECTION, 18 IN. | | | 0088 715-46020 3.000 EACH | 898.21000 2694.63| | PIPE END SECTION, 24 IN. | | | 0089 715-46030 1.000 EACH | 959.05000 959.05| | PIPE END SECTION, 30 IN. | | | 0090 715-46040 3.000 EACH | 1318.02000 3954.06| | PIPE END SECTION, 36 IN. | | | 0091 718-06528 8.000 EACH | 825.00000 6600.00| | OUTLET PROTECTOR, 1 | | | 0092 718-06532 3000.000 LFT | 1.50000 4500.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0093 718-52610 1459.000 CYS | 35.00000 51065.00| | AGGREGATE FOR UNDERDRAINS | | | 0094 718-99153 20834.000 SYS | 1.20000 25000.80| | GEOTEXTILES FOR UNDERDRAIN | | | 0095 720-44000 19.000 EACH | 645.59000 12266.21| | CASTING, ADJUST TO GRADE | | | 0096 720-45030 7.000 EACH | 1913.16000 13392.12| | INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -27 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-0578656 |( ) |( ) |JOHN R JURGENSEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 720-45080 12.000 EACH | 1423.72000 17084.64| | INLET, S14 | | | 0098 720-45085 12.000 EACH | 1423.72000 17084.64| | INLET, T14 | | | 0099 720-45235 1.000 EACH | 2067.38000 2067.38| | CATCH BASIN, E7 | | | 0100 720-45265 26.000 EACH | 1299.29000 33781.54| | PIPE CATCH BASIN, 15 IN. | | | 0101 720-45275 6.000 EACH | 1455.08000 8730.48| | PIPE CATCH BASIN, 24 IN. | | | 0102 720-45410 55.000 EACH | 3678.25000 202303.75| | MANHOLE, C4 | | | 0103 720-45415 28.000 EACH | 4340.13000 121523.64| | MANHOLE, D4 | | | 0104 720-45510 25.000 EACH | 3112.82000 77820.50| | MANHOLE, C4, MODIFIED | | | 0105 720-45515 6.000 EACH | 3774.68000 22648.08| | MANHOLE, D4, MODIFIED | | | 0106 720-45605 44.000 LFT | 619.31000 27249.64| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0107 801-03290 5.000 EACH | 270.00000 1350.00| | CONSTRUCTION SIGN, C | | | 0108 801-04308 8.000 EACH | 390.00000 3120.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0109 801-06207 115484.000 LFT | 1.15000 132806.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0110 801-06625 16.000 EACH | 115.00000 1840.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0111 801-06640 28.000 EACH | 160.00000 4480.00| | CONSTRUCTION SIGN, A | | | 0112 801-06645 3.000 EACH | 65.00000 195.00| | CONSTRUCTION SIGN, B | | | 0113 801-06775 LUMP | 310056.71000 310056.71| | MAINTAINING TRAFFIC | | | 0114 801-07119 324.000 LFT | 18.00000 5832.00| | BARRICADE, III-B | | | 0115 801-07612 303.000 LFT | 5.00000 1515.00| | TEMPORARY PAVEMENT MARKING, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -28 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-0578656 |( ) |( ) |JOHN R JURGENSEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0116 802-05701 854.000 LFT | 19.10000 16311.40| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0117 802-05702 218.000 LFT | 16.80000 3662.40| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0118 802-76025 271.000 SFT | 18.80000 5094.80| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0119 802-76035 646.000 SFT | 19.70000 12726.20| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0120 802-76045 111.000 SFT | 21.00000 2331.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0121 805-01842 12.000 EACH | 1200.00000 14400.00| | HANDHOLE, SIGNAL | | | 0122 805-02503 4284.000 LFT | 0.16000 685.44| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0123 805-05870 4.000 EACH | 2700.00000 10800.00| | SIGNAL SUPPORT FOUNDATION , 3 FT X 3 FT | | | X 12 FT | | | 0124 805-06592 1986.000 LFT | 17.70000 35152.20| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0125 805-78010 1.000 EACH | 1100.00000 1100.00| | CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0126 805-78100 1.000 EACH | 11300.00000 11300.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0127 805-78190 4.000 EACH | 384.00000 1536.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 12" AMBER | | | 0128 805-78195 2.000 EACH | 357.00000 714.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | | 0129 805-78205 8.000 EACH | 780.00000 6240.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0131 805-78415 5.000 EACH | 1790.00000 8950.00| | SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -29 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-0578656 |( ) |( ) |JOHN R JURGENSEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0132 805-78420 5.000 EACH | 309.00000 1545.00| | DISCONNECT HANGER | | | 0133 805-78445 2.000 EACH | 550.00000 1100.00| | SIGNAL SERVICE | | | 0134 805-78467 30.000 LFT | 3.89000 116.70| | SIGNAL CABLE, 3C 8GA. | | | 0135 805-78480 183.000 LFT | 2.24000 409.92| | SIGNAL CABLE, 3C 14GA. | | | 0136 805-78485 735.000 LFT | 2.19000 1609.65| | SIGNAL CABLE, 5C 14GA. | | | 0137 805-78490 284.000 LFT | 2.63000 746.92| | SIGNAL CABLE, 7C 14GA. | | | 0138 805-78510 3859.000 LFT | 1.67000 6444.53| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0139 805-78520 LUMP | 690.00000 690.00| | MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | | SIGNALS | | | 0140 805-78785 14.000 EACH | 1000.00000 14000.00| | SIGNAL DETECTOR HOUSING | | | 0141 805-78795 3060.000 LFT | 8.10000 24786.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0142 805-78925 1.000 EACH | 1490.00000 1490.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0143 805-81032 4.000 EACH | 4100.00000 16400.00| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0144 805-96014 430.000 LFT | 2.00000 860.00| | SAW CUT, FULL DEPTH | | | 0145 808-06701 6613.000 LFT | 0.31000 2050.03| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0146 808-06703 33976.000 LFT | 0.31000 10532.56| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0147 808-75240 4611.000 LFT | 0.29000 1337.19| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0148 808-75245 30571.000 LFT | 0.29000 8865.59| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0149 808-75290 97.000 LFT | 4.00000 388.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -30 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-0578656 |( ) |( ) |JOHN R JURGENSEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0150 808-75297 567.000 LFT | 4.50000 2551.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0151 808-75320 45.000 EACH | 65.00000 2925.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0152 808-75325 45.000 EACH | 95.00000 4275.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0153 808-75998 1130.000 EACH | 16.16000 18260.80| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0154 808-92027 1718.000 LFT | 1.15000 1975.70| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0155 628-09403 36.000 MOS | 1446.43000 52071.48| | FIELD OFFICE, C | | | 0156 108-01614 LUMP | 12100.00000 12100.00| | PARTNERING OVERHEAD | | | 0157 303-08210 3000.000 TON | 20.34000 61020.00| | COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0158 304-07490 182.000 TON | 147.30000 26808.60| | HMA PATCHING, TYPE B | | | 0159 611-08232 1.000 EACH | 200.55000 200.55| | MAILBOX ASSEMBLY, SINGLE, RESET | | | 0160 605-06140 27612.000 LFT | 14.48000 399821.76| | CURB AND GUTTER, CONCRETE | | | 0161 720-98174 122.000 EACH | 1774.95000 216543.90| | INLET, B15 | | | 0162 720-98555 60.000 EACH | 1786.08000 107164.80| | INLET, C15 | | | 0163 720-90984 18.000 EACH | 3039.56000 54712.08| | MANHOLE, C2 | | | 0164 720-92025 1.000 EACH | 4717.85000 4717.85| | MANHOLE, D2 | | | 0165 720-97865 3.000 EACH | 4056.00000 12168.00| | MANHOLE, C2, MODIFIED | | | 0166 805-02087 LUMP | 1010.00000 1010.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 201 -31 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 201 CONTRACT ID : IR-29885-A COUNTIES : JEFFERSON LETTING DATE : 11/19/08 10:15 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 31-0578656 |( ) |( ) |JOHN R JURGENSEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0167 805-92504 1.000 EACH | 730.00000 730.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0168 807-03934 7.000 EACH | 477.00000 3339.00| | LIGHT STRUCTURE, REMOVE | | | 0169 808-06713 15000.000 LFT | 0.19000 2850.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0170 808-06714 15000.000 LFT | 0.19000 2850.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0171 808-06716 30000.000 LFT | 0.35000 10500.00| | LINE, REMOVE | | | 0172 211-09264 32455.000 CYS | 29.38000 953527.90| | STRUCTURE BACKFILL, TYPE 1 | | | SECTION TOTALS | $ 15,636,192.88| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 15,636,192.88| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -1 VENDOR RANKING CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : 64 CONTRACT TIME : 06/01/11 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0500593 0500594 0500595 OTHERS SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR COMPANY $ 97,375,132.37 100.0000% 2 35-1035114 SUPERIOR CONSTRUCTION CO $ 100,502,896.25 103.2121% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 125,470,564.43 128.8528% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -2 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD CONSTRUCTION ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 2271029.00000 2271029.00| 2010000.00000 2010000.00| 842115.00000 842115.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 21.000 EACH | 150.00000 3150.00| 100.00000 2100.00| 85.12000 1787.52 RADIO | | | 0003 105-08520 4.000 EACH | 150.00000 600.00| 150.00000 600.00| 102.15000 408.60 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 120.000 MOS | 64.00000 7680.00| 125.00000 15000.00| 68.10000 8172.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 630.000 MOS | 64.00000 40320.00| 75.00000 47250.00| 56.75000 35752.50 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 108-01614 LUMP | 15000.00000 15000.00| 15400.00000 15400.00| 15400.00000 15400.00 PARTNERING OVERHEAD | | | 0008 109-08359 0.800 DOL | 1.00000 0.80| 1.00000 0.80| 1.00000 0.80 LIQUIDATED DAMAGES | | | 0009 109-08360 0.800 DOL | 1.00000 0.80| 1.00000 0.80| 1.00000 0.80 CONTRACT LIENS | | | 0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0011 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0014 109-08463 0.800 DOL | 1.00000 0.80| 1.00000 0.80| 1.00000 0.80 PROJECT ESTIMATE ADJUSTMENT | | | 0015 110-01001 LUMP | 4900000.00000 4900000.00| 4047000.00000 4047000.00| 6035552.00000 6035552.00 MOBILIZATION AND DEMOBILIZATION | | | 0016 201-52370 LUMP | 1960000.00000 1960000.00| 2000000.00000 2000000.00| 2558221.00000 2558221.00 CLEARING RIGHT OF WAY | | | 0017 202-02240 230650.000 SYS | 5.00000 1153250.00| 0.01000 2306.50| 1.00000 230650.00 PAVEMENT REMOVAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -3 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-02241 14142.000 LFT | 2.50000 35355.00| 2.50000 35355.00| 2.75000 38890.50 GUARDRAIL, REMOVE | | | 0019 202-02272 259.000 LFT | 16.49000 4270.91| 10.00000 2590.00| 19.20000 4972.80 PAVED SIDE DITCH, REMOVE | | | 0020 202-51330 LUMP | 250000.00000 250000.00| 2500000.00000 2500000.00| 760000.00000 760000.00 PRESENT STRUCTURE, REMOVE , | | | I-80-11-02186 | | | 0021 202-51330 LUMP | 250000.00000 250000.00| 2750000.00000 2750000.00| 680000.00000 680000.00 PRESENT STRUCTURE, REMOVE , | | | I-80-11-05036 | | | 0022 202-51330 LUMP | 300000.00000 300000.00| 3000000.00000 3000000.00| 740000.00000 740000.00 PRESENT STRUCTURE, REMOVE , | | | I-80-12-03853 | | | 0023 202-51330 LUMP | 250000.00000 250000.00| 1750000.00000 1750000.00| 360000.00000 360000.00 PRESENT STRUCTURE, REMOVE , | | | I-80-13-03854 | | | 0024 202-51330 LUMP | 130000.00000 130000.00| 100000.00000 100000.00| 146000.00000 146000.00 PRESENT STRUCTURE, REMOVE , STRUCTURE | | | NO. 4 | | | 0025 202-51368 6594.400 SYS | 2.75000 18134.60| 25.00000 164860.00| 9.60000 63306.24 SLOPEWALL, REMOVE | | | 0026 202-74040 7.000 EACH | 211.01000 1477.07| 205.00000 1435.00| 225.00000 1575.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0027 202-74045 40.000 EACH | 32.94000 1317.60| 32.00000 1280.00| 35.20000 1408.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0028 202-74050 6.000 EACH | 437.47000 2624.82| 425.00000 2550.00| 465.00000 2790.00 SIGN, OVERHEAD, REMOVE | | | 0029 202-74055 4.000 EACH | 3211.53000 12846.12| 3120.00000 12480.00| 3425.00000 13700.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0030 202-74080 9.000 EACH | 2727.74000 24549.66| 2650.00000 23850.00| 2915.00000 26235.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0031 202-91840 20162.000 LFT | 1.30000 26210.60| 1.30000 26210.60| 1.45000 29234.90 FENCE, CHAIN LINK, REMOVE | | | 0032 202-93741 12.000 EACH | 250.00000 3000.00| 250.00000 3000.00| 275.00000 3300.00 GUARD RAIL END TREATMENT, REMOVE | | | 0033 202-93763 23.000 EACH | 475.77000 10942.71| 135.00000 3105.00| 150.00000 3450.00 LIGHT STANDARD AND FOUNDATION, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -4 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 202-94954 25820.000 LFT | 5.00000 129100.00| 0.01000 258.20| 7.60000 196232.00 BARRIER WALL, CONCRETE, REMOVE | | | 0035 202-95027 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 550.00000 1100.00 IMPACT ATTENUATOR, REMOVE | | | 0036 202-95579 2.000 EACH | 126.61000 253.22| 123.00000 246.00| 135.00000 270.00 SERVICE POINT, REMOVE | | | 0037 202-96070 1.000 EACH | 1852.81000 1852.81| 1800.00000 1800.00| 1800.00000 1800.00 HIGH MAST TOWER, REMOVE | | | 0038 203-02000 315139.000 CYS | 11.40000 3592584.60| 12.00000 3781668.00| 19.50000 6145210.50 EXCAVATION, COMMON | | | 0039 203-02100 37910.000 CYS | 13.50000 511785.00| 12.00000 454920.00| 15.23000 577369.30 EXCAVATION, PEAT | | | 0040 203-08279 3383.000 CYS | 83.25000 281634.75| 80.00000 270640.00| 158.00000 534514.00 EXPANDED POLYSTYRENE FILL | | | 0041 203-51223 8187.000 CYS | 10.03000 82115.61| 12.00000 98244.00| 16.22000 132793.14 EXCAVATION, WATERWAY | | | 0042 204-02290 14.000 EACH | 858.69000 12021.66| 200.00000 2800.00| 2047.27000 28661.78 SETTLEMENT PLATE | | | 0043 205-03371 2471.000 CYS | 14.54000 35928.34| 10.00000 24710.00| 28.44000 70275.24 SEDIMENT, REMOVE | | | 0044 205-06931 286.000 TON | 57.58000 16467.88| 75.00000 21450.00| 43.83000 12535.38 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0045 205-06936 1724.000 TON | 35.46000 61133.04| 50.00000 86200.00| 43.84000 75580.16 TEMPORARY SEDIMENT TRAP | | | 0046 205-06937 19321.000 LFT | 2.35000 45404.35| 1.46000 28208.66| 3.02000 58349.42 TEMPORARY SILT FENCE | | | 0047 206-04301 627.000 SFT | 26.00000 16302.00| 28.00000 17556.00| 52.41000 32861.07 SHEET PILING, STEEL, S=18.1 | | | 0048 206-51220 1950.000 CYS | 7.93000 15463.50| 18.00000 35100.00| 62.03000 120958.50 EXCAVATION, WET | | | 0049 206-51235 LUMP | 400000.00000 400000.00| 0.01000 0.01| 1972466.69000 1972466.69 COFFERDAM | | | 0050 206-93520 6300.000 SFT | 27.97000 176211.00| 0.01000 63.00| 29.87000 188181.00 TEMPORARY SHEET PILING | | | 0051 206-98327 3588.000 SFT | 34.96000 125436.48| 30.00000 107640.00| 48.47000 173910.36 SHEET PILING, STEEL, S 30.2 | | | 0052 207-08262 27827.000 SYS | 1.40000 38957.80| 0.25000 6956.75| 12.50000 347837.50 SUBGRADE TREATMENT, TYPE I | | | 0053 207-08263 255760.000 SYS | 7.50000 1918200.00| 8.50000 2173960.00| 14.61000 3736653.60 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -5 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 210-09518 LUMP | 1000.00000 1000.00| 20000.00000 20000.00| 100000.00000 100000.00 COMMUNICATIONS , NETWORK | | | 0055 211-02050 141051.000 CYS | 0.01000 1410.51| 0.01000 1410.51| 21.43000 3022722.93 B BORROW | | | 0056 211-06467 1722.200 CYS | 31.73000 54645.41| 0.01000 17.22| 46.82000 80633.40 AGGREGATE FOR END BENT BACKFILL | | | 0057 211-09264 3398.000 CYS | 0.02000 67.96| 0.01000 33.98| 13.88000 47164.24 STRUCTURE BACKFILL, TYPE 1 | | | 0058 211-09265 1520.000 CYS | 14.18000 21553.60| 50.00000 76000.00| 49.74000 75604.80 STRUCTURE BACKFILL, TYPE 2 | | | 0059 211-09266 179657.000 CYS | 14.88000 2673296.16| 0.01000 1796.57| 28.85000 5183104.45 STRUCTURE BACKFILL, TYPE 3 | | | 0061 301-07448 194512.000 TON | 13.00000 2528656.00| 14.00000 2723168.00| 15.69000 3051893.28 COMPACTED AGGREGATE, NO. 53, BASE | | | 0062 302-06464 73979.000 CYS | 23.00000 1701517.00| 29.00000 2145391.00| 53.82000 3981549.78 SUBBASE FOR PCCP | | | 0063 302-07455 1582.200 CYS | 31.07000 49158.95| 39.00000 61705.80| 77.97000 123364.13 DENSE GRADED SUBBASE | | | 0064 303-07449 31.000 TON | 41.61000 1289.91| 65.00000 2015.00| 38.42000 1191.02 COMPACTED AGGREGATE, NO. 73 | | | 0065 306-08034 12574.000 SYS | 3.50000 44009.00| 3.50000 44009.00| 3.30000 41494.20 MILLING, ASPHALT, 1 1/2 IN. | | | 0066 306-08043 403.000 SYS | 18.00000 7254.00| 18.00000 7254.00| 10.31000 4154.93 MILLING, TRANSITION | | | 0067 401-07337 680.000 TON | 97.00000 65960.00| 97.00000 65960.00| 130.30000 88604.00 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0068 401-07405 383.000 TON | 91.00000 34853.00| 91.00000 34853.00| 99.55000 38127.65 QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | 0069 401-07410 1731.000 TON | 74.00000 128094.00| 74.00000 128094.00| 90.60000 156828.60 QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0070 401-07430 483.000 TON | 88.00000 42504.00| 88.00000 42504.00| 101.75000 49145.25 QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0071 402-07434 63.000 TON | 145.00000 9135.00| 145.00000 9135.00| 177.85000 11204.55 HMA SURFACE, TYPE C | | | 0072 402-07439 105.000 TON | 120.00000 12600.00| 120.00000 12600.00| 113.65000 11933.25 HMA INTERMEDIATE, TYPE C | | | 0073 402-07442 474.000 TON | 85.00000 40290.00| 85.00000 40290.00| 90.40000 42849.60 HMA BASE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -6 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 402-07452 151.000 TON | 125.00000 18875.00| 125.00000 18875.00| 120.75000 18233.25 HMA WEDGE AND LEVEL, TYPE C | | | 0075 402-07787 2247.000 TON | 89.00000 199983.00| 89.00000 199983.00| 97.60000 219307.20 HMA WEDGE AND LEVEL, TYPE D | | | 0076 406-05520 7.000 TON | 1500.00000 10500.00| 1500.00000 10500.00| 389.75000 2728.25 ASPHALT FOR TACK COAT | | | 0077 501-06266 LUMP | 11513.87000 11513.87| 13745.33000 13745.33| 38034.99000 38034.99 PROFILOGRAPH, PCCP | | | 0078 501-06323 25904.000 SYS | 38.73000 1003261.92| 37.55000 972695.20| 46.25000 1198060.00 QC/QA-PCCP, 12 IN. | | | 0079 501-06326 70.000 SYS | 59.28000 4149.60| 70.00000 4900.00| 113.34000 7933.80 QC/QA-PCCP, 15 IN. | | | 0080 501-08544 241007.000 SYS | 46.00000 11086322.00| 42.80000 10315099.60| 53.86000 12980637.02 QC/QA-PCCP, 16 IN. | | | 0081 502-06627 2444.000 SYS | 21.62000 52839.28| 25.00000 61100.00| 41.25000 100815.00 PCCP, 6 IN. | | | 0082 503-03489 674.000 EACH | 12.45000 8391.30| 12.00000 8088.00| 16.65000 11222.10 RETROFITTED TIE BARS | | | 0083 503-05240 142930.000 LFT | 12.00000 1715160.00| 11.68000 1669422.40| 14.31000 2045328.30 D-1 CONTRACTION JOINT | | | 0084 503-05310 1945.000 LFT | 141.68000 275567.60| 140.00000 272300.00| 124.40000 241958.00 TERMINAL JOINT | | | 0085 601-06238 5.000 EACH | 15800.00000 79000.00| 15800.00000 79000.00| 15800.00000 79000.00 IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0086 601-06246 3.000 EACH | 15800.00000 47400.00| 15800.00000 47400.00| 15800.00000 47400.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0087 601-06421 2.000 EACH | 2800.00000 5600.00| 2800.00000 5600.00| 2800.00000 5600.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R1, W1, TL-3 | | | 0088 601-06454 2.000 EACH | 2800.00000 5600.00| 2800.00000 5600.00| 2800.00000 5600.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-3 | | | 0089 601-94689 1.000 EACH | 3300.00000 3300.00| 3300.00000 3300.00| 3300.00000 3300.00 GUARDRAIL END TREATMENT, OS | | | 0090 601-99105 140.000 LFT | 30.00000 4200.00| 30.00000 4200.00| 30.00000 4200.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0091 602-06729 1743.000 EACH | 10.00000 17430.00| 4.98000 8680.14| 4.98000 8680.14 BARRIER DELINEATOR | | | 0092 602-06944 9978.000 LFT | 26.24000 261822.72| 30.00000 299340.00| 71.56000 714025.68 BARRIER, CONCRETE, 33 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -7 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 602-06945 16497.000 LFT | 42.16000 695513.52| 61.00000 1006317.00| 88.03000 1452230.91 BARRIER, CONCRETE, 45 IN. | | | 0094 603-06045 20162.000 LFT | 12.85000 259081.70| 12.85000 259081.70| 12.85000 259081.70 FENCE, CHAIN LINK, 48 IN. | | | 0095 603-93373 57.000 LFT | 130.00000 7410.00| 130.00000 7410.00| 130.00000 7410.00 FENCE, PEDESTRIAN | | | 0096 609-08579 9454.700 SYS | 82.36000 778689.09| 125.00000 1181837.50| 77.56000 733306.53 REINFORCED CONCRETE BRIDGE APPROACH, 16 | | | IN. | | | 0097 615-06510 3.000 EACH | 270.00000 810.00| 270.00000 810.00| 270.00000 810.00 MONUMENT, C | | | 0098 615-06515 39.000 EACH | 110.00000 4290.00| 110.00000 4290.00| 110.00000 4290.00 MONUMENT, D | | | 0099 616-02320 14120.500 SYS | 1.76000 24852.08| 3.75000 52951.88| 2.00000 28241.00 GEOTEXTILES | | | 0100 616-05688 2085.000 TON | 54.09000 112777.65| 60.00000 125100.00| 62.25000 129791.25 RIPRAP, CLASS 1 | | | 0101 616-05689 164.000 TON | 54.09000 8870.76| 80.00000 13120.00| 64.85000 10635.40 RIPRAP, CLASS 2 | | | 0102 616-06405 5011.000 TON | 31.23000 156493.53| 60.00000 300660.00| 42.20000 211464.20 RIPRAP, REVETMENT | | | 0103 616-09395 2444.000 SYS | 7.95000 19429.80| 12.00000 29328.00| 13.57000 33165.08 GEOMEMBRANE | | | 0104 619-09422 1802.000 SFT | 3.40000 6126.80| 3.75000 6757.50| 10.00000 18020.00 CLEAN STEEL BRIDGE, TYPE 1, QP-1 , | | | STRUCTURE NO 12 | | | 0106 620-08426 LUMP | 60000.00000 60000.00| 55000.00000 55000.00| 61803.41000 61803.41 SOUND BARRIER DESIGN AND LAYOUT | | | 0107 620-08427 16098.000 SFT | 5.00000 80490.00| 3.75000 60367.50| 4.53000 72923.94 SOUND BARRIER ERECTION , BM, TYPE 2 | | | 0108 620-08427 103918.000 SFT | 4.00000 415672.00| 4.00000 415672.00| 2.66000 276421.88 SOUND BARRIER ERECTION , WM, TYPE 2 | | | 0109 620-08427 9352.000 SFT | 5.00000 46760.00| 5.00000 46760.00| 3.67000 34321.84 SOUND BARRIER ERECTION , WM, TYPE 2 | | | LIGHTWEIGHT | | | 0110 620-08428 16098.000 SFT | 26.00000 418548.00| 23.00000 370254.00| 28.71000 462173.58 SOUND BARRIER PANELS , BM, TYPE 2 | | | LIGHTWEIGHT | | | 0111 620-08428 103918.000 SFT | 26.00000 2701868.00| 23.50000 2442073.00| 28.03000 2912821.54 SOUND BARRIER PANELS , WM, TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -8 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0112 620-08428 9352.000 SFT | 26.00000 243152.00| 23.00000 215096.00| 28.71000 268495.92 SOUND BARRIER PANELS , WM, TYPE 2 | | | LIGHTWEIGHT | | | 0113 621-01004 8.000 EACH | 500.00000 4000.00| 500.00000 4000.00| 500.00000 4000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0114 621-06545 22.000 TON | 800.00000 17600.00| 800.00000 17600.00| 800.00000 17600.00 FERTILIZER | | | 0115 621-06554 7175.000 LBS | 8.40000 60270.00| 8.40000 60270.00| 8.40000 60270.00 SEED MIXTURE, U | | | 0116 621-06557 1908.000 LBS | 2.80000 5342.40| 2.80000 5342.40| 2.80000 5342.40 SEED MIXTURE, T | | | 0117 621-06565 144.000 TON | 275.00000 39600.00| 275.00000 39600.00| 275.00000 39600.00 MULCHING MATERIAL | | | 0118 621-06567 6.000 kGAL | 1.00000 6.00| 1.00000 6.00| 1.00000 6.00 WATER | | | 0119 621-06574 1691.000 SYS | 5.08000 8590.28| 5.08000 8590.28| 5.08000 8590.28 SODDING | | | 0120 628-09401 30.000 MOS | 1665.67000 49970.10| 1425.00000 42750.00| 2750.74000 82522.20 FIELD OFFICE, A | | | 0121 628-09403 30.000 MOS | 1705.67000 51170.10| 2425.00000 72750.00| 2955.78000 88673.40 FIELD OFFICE, C | | | 0122 701-04732 2112.300 LFT | 15.77000 33310.97| 25.00000 52807.50| 44.68000 94377.56 PILE , SLEEVE 18 IN | | | 0123 701-06011 20.000 EACH | 2591.84000 51836.80| 550.00000 11000.00| 2509.36000 50187.20 DYNAMIC PILE LOAD TEST | | | 0124 701-06012 20.000 EACH | 2591.84000 51836.80| 875.00000 17500.00| 1670.63000 33412.60 TEST PILE, RESTRIKE | | | 0125 701-06027 20.000 EACH | 6826.39000 136527.80| 1250.00000 25000.00| 6040.17000 120803.40 TEST PILE | | | 0126 701-95780 45089.000 LFT | 42.13000 1899599.57| 50.00000 2254450.00| 76.59000 3453366.51 PILE, STEEL H, HP 12" X 74 | | | 0127 702-51005 2875.700 CYS | 500.00000 1437850.00| 750.00000 2156775.00| 571.86000 1644497.80 CONCRETE, A, SUBSTRUCTURE | | | 0128 702-51015 130.000 CYS | 500.00000 65000.00| 125.00000 16250.00| 431.74000 56126.20 CONCRETE, B, FOOTINGS | | | 0129 702-51863 1808.000 EACH | 8.49000 15349.92| 20.00000 36160.00| 9.52000 17212.16 FIELD DRILLED HOLE IN CONCRETE | | | 0130 702-90915 1376.000 CYS | 122.44000 168477.44| 225.00000 309600.00| 243.19000 334629.44 CONCRETE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -9 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0131 703-01540 420.000 EACH | 20.86000 8761.20| 26.56000 11155.20| 24.00000 10080.00 THREADED TIE BAR ASSEMBLY | | | 0132 703-06028 231447.000 LBS | 0.89000 205987.83| 0.95000 219874.65| 1.12000 259220.64 REINFORCING BARS | | | 0133 703-06029 2451722.000 LBS | 0.79000 1936860.38| 1.00000 2451722.00| 1.19000 2917549.18 REINFORCING BARS, EPOXY COATED | | | 0134 703-97936 7191.000 EACH | 9.96000 71622.36| 26.56000 190992.96| 24.00000 172584.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0135 704-51002 4578.600 CYS | 622.62000 2850727.93| 800.00000 3662880.00| 624.58000 2859701.99 CONCRETE, C, SUPERSTRUCTURE | | | 0136 706-08496 3580.000 SYS | 97.12000 347689.60| 100.00000 358000.00| 133.20000 476856.00 REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | 0137 706-08496 3300.000 SYS | 96.22000 317526.00| 120.00000 396000.00| 168.83000 557139.00 REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | , MODIFIED | | | 0138 706-08504 7574.000 SYS | 118.04000 894034.96| 110.00000 833140.00| 145.19000 1099669.06 REINFORCED CONCRETE MOMENT SLAB, 16 IN. | | | 0139 706-08504 9809.000 SYS | 100.00000 980900.00| 115.00000 1128035.00| 172.48000 1691856.32 REINFORCED CONCRETE MOMENT SLAB, 16 IN. | | | , MODIFIED | | | 0140 706-51020 461.500 CYS | 186.01000 85843.62| 370.00000 170755.00| 606.99000 280125.89 CONCRETE, C, RAILING | | | 0141 706-51025 6669.000 LFT | 27.00000 180063.00| 48.00000 320112.00| 65.37000 435952.53 CONCRETE, C, RAILING , 45" | | | 0142 706-51025 7685.000 LFT | 29.00000 222865.00| 48.00000 368880.00| 66.09000 507901.65 CONCRETE, C, RAILING , MODIFIED | | | 0143 706-94947 16.300 CYS | 300.00000 4890.00| 900.00000 14670.00| 653.43000 10650.91 RAILING, CONCRETE, C, MODIFIED | | | 0144 707-05984 9567.000 LFT | 225.00000 2152575.00| 250.00000 2391750.00| 195.26000 1868052.42 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0145 707-08643 2743.900 LFT | 270.00000 740853.00| 350.00000 960365.00| 257.26000 705895.71 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 60 IN. X 48 IN. | | | 0146 709-51821 LUMP | 9315.00000 9315.00| 4320.00000 4320.00| 15000.00000 15000.00 SURFACE SEAL , DES 0500594 | | | 0147 709-51821 LUMP | 21780.00000 21780.00| 15719.00000 15719.00| 30000.00000 30000.00 SURFACE SEAL , DES 9910810 | | | 0148 709-51821 LUMP | 11992.50000 11992.50| 9645.00000 9645.00| 15000.00000 15000.00 SURFACE SEAL , DES 9910820 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -10 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0149 709-51821 LUMP | 42750.00000 42750.00| 35798.00000 35798.00| 55000.00000 55000.00 SURFACE SEAL , DES 9910830 | | | 0150 709-51821 LUMP | 9588.24000 9588.24| 7521.00000 7521.00| 12000.00000 12000.00 SURFACE SEAL , DES 9910850 | | | 0151 711-51038 LUMP | 3200000.00000 3200000.00| 4500000.00000 4500000.00| 3062635.69000 3062635.69 STRUCTURAL STEEL , DES 9910810 | | | 0152 711-51070 208.000 EACH | 57.66000 11993.28| 50.00000 10400.00| 99.59000 20714.72 ANCHOR PLATE, AP 1 | | | 0153 714-44240 154.000 CYS | 385.83000 59417.82| 600.00000 92400.00| 604.42000 93080.68 CONCRETE, A, STRUCTURES | | | 0154 714-96642 LUMP | 550000.00000 550000.00| 175000.00000 175000.00| 1528727.67000 1528727.67 TEMPORARY RETAINING WALL | | | 0155 715-02630 1.000 EACH | 1041.60000 1041.60| 1000.00000 1000.00| 1137.00000 1137.00 SAFETY METAL END SECTION, 6:1, 24 IN. | | | 0156 715-04522 1.000 EACH | 1017.73000 1017.73| 1700.00000 1700.00| 1600.00000 1600.00 PIPE END SECTION, 42 IN. | | | 0157 715-05019 190.000 LFT | 61.83000 11747.70| 62.00000 11780.00| 74.00000 14060.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0158 715-05028 8575.000 LFT | 23.43000 200912.25| 19.00000 162925.00| 41.00000 351575.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0159 715-05032 1365.000 LFT | 26.39000 36022.35| 36.00000 49140.00| 45.50000 62107.50 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0160 715-05048 32867.000 LFT | 2.89000 94985.63| 2.70000 88740.90| 3.30000 108461.10 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0161 715-05053 632.000 LFT | 11.14000 7040.48| 14.00000 8848.00| 17.50000 11060.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0162 715-05128 450.000 LFT | 92.61000 41674.50| 110.00000 49500.00| 94.00000 42300.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0163 715-05152 527.000 LFT | 33.41000 17607.07| 61.00000 32147.00| 45.00000 23715.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0164 715-05153 53.000 LFT | 46.86000 2483.58| 65.00000 3445.00| 52.00000 2756.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0165 715-05422 3990.000 LFT | 64.59000 257714.10| 55.00000 219450.00| 103.50000 412965.00 PIPE, SLOTTED DRAIN, 12 IN. | | | 0166 715-05597 2.800 LFT | 193.64000 542.19| 325.00000 910.00| 721.00000 2018.80 PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0167 715-05756 87.000 LFT | 39.22000 3412.14| 35.00000 3045.00| 54.00000 4698.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0168 715-05890 136.000 LFT | 81.42000 11073.12| 165.00000 22440.00| 89.00000 12104.00 PIPE EXTENSION, CIRCULAR, 42 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -11 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0169 715-06004 2.000 EACH | 1016.66000 2033.32| 650.00000 1300.00| 2795.00000 5590.00 CONCRETE ANCHOR, 48 IN. | | | 0170 715-09064 12058.000 LFT | 1.25000 15072.50| 1.40000 16881.20| 1.25000 15072.50 VIDEO INSPECTION FOR PIPE | | | 0171 715-46000 84.000 EACH | 240.80000 20227.20| 400.00000 33600.00| 256.00000 21504.00 PIPE END SECTION, 12 IN. | | | 0172 715-46005 20.000 EACH | 261.30000 5226.00| 450.00000 9000.00| 430.00000 8600.00 PIPE END SECTION, 15 IN. | | | 0173 715-46010 3.000 EACH | 292.47000 877.41| 565.00000 1695.00| 462.00000 1386.00 PIPE END SECTION, 18 IN. | | | 0174 715-46015 2.000 EACH | 315.80000 631.60| 610.00000 1220.00| 494.00000 988.00 PIPE END SECTION, 21 IN. | | | 0175 715-46040 2.000 EACH | 752.02000 1504.04| 950.00000 1900.00| 906.00000 1812.00 PIPE END SECTION, 36 IN. | | | 0176 718-06528 9.000 EACH | 1020.46000 9184.14| 450.00000 4050.00| 491.00000 4419.00 OUTLET PROTECTOR, 1 | | | 0177 718-06529 14.000 EACH | 556.55000 7791.70| 450.00000 6300.00| 448.00000 6272.00 OUTLET PROTECTOR, 2 | | | 0178 718-06532 6500.000 LFT | 0.80000 5200.00| 1.05000 6825.00| 0.80000 5200.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0179 718-52610 1876.000 CYS | 37.13000 69655.88| 33.50000 62846.00| 21.90000 41084.40 AGGREGATE FOR UNDERDRAINS | | | 0180 720-07299 48.000 EACH | 3441.97000 165214.56| 4000.00000 192000.00| 3330.00000 159840.00 INLET TYPE H | | | 0181 720-07300 53.000 EACH | 5141.49000 272498.97| 4750.00000 251750.00| 6825.00000 361725.00 INLET TYPE H, WITH SLOTTED DRAIN | | | 0182 720-07301 45.000 EACH | 2277.06000 102467.70| 2000.00000 90000.00| 1645.00000 74025.00 INLET TYPE HA | | | 0183 720-07302 32.000 EACH | 3073.63000 98356.16| 3000.00000 96000.00| 3425.00000 109600.00 INLET TYPE HA, WITH SLOTTED DRAIN | | | 0184 720-08628 3.000 EACH | 2471.60000 7414.80| 3650.00000 10950.00| 2100.00000 6300.00 SLOTTED DRAIN PIPE CLEANOUT PORT, TYPE | | | II | | | 0185 720-44000 2.000 EACH | 428.10000 856.20| 600.00000 1200.00| 184.00000 368.00 CASTING, ADJUST TO GRADE | | | 0186 720-45410 2.000 EACH | 3010.69000 6021.38| 1600.00000 3200.00| 1500.00000 3000.00 MANHOLE, C4 | | | 0187 720-90984 60.000 EACH | 2074.27000 124456.20| 1600.00000 96000.00| 1550.00000 93000.00 MANHOLE, C2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -12 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0188 720-93501 4.000 EACH | 6756.73000 27026.92| 4000.00000 16000.00| 3635.00000 14540.00 MANHOLE, L4 | | | 0189 723-07069 195.000 LFT | 1605.16000 313006.20| 3000.00000 585000.00| 3923.69000 765119.55 STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 108 IN. | | | 0190 724-51925 269.000 LFT | 103.38000 27809.22| 150.00000 40350.00| 156.21000 42020.49 STRUCTURAL EXPANSION JOINT, SS | | | 0191 725-06859 529.000 LFT | 248.41000 131408.89| 234.00000 123786.00| 234.00000 123786.00 PIPE LINER, THERMOPLASTIC, 48 IN. | | | 0192 725-06870 325.000 LFT | 117.00000 38025.00| 117.00000 38025.00| 117.00000 38025.00 PIPE LINER, THERMOPLASTIC, 30 IN. | | | 0193 725-06872 342.000 LFT | 180.00000 61560.00| 180.00000 61560.00| 180.00000 61560.00 PIPE LINER, THERMOPLASTIC, 42 IN. | | | 0194 726-92406 17.000 EACH | 998.42000 16973.14| 1750.00000 29750.00| 2099.08000 35684.36 BEARING ASSEMBLY, ELASTOMERIC | | | 0195 728-98377 LUMP | 16560.00000 16560.00| 8640.00000 8640.00| 15000.00000 15000.00 MASONRY COATING , DES 0500594 | | | 0196 728-98377 LUMP | 6229.94000 6229.94| 15000.00000 15000.00| 10000.00000 10000.00 MASONRY COATING , DES 9910810 | | | 0197 728-98377 LUMP | 4119.68000 4119.68| 15000.00000 15000.00| 8000.00000 8000.00 MASONRY COATING , DES 9910820 | | | 0198 728-98377 LUMP | 8250.00000 8250.00| 15000.00000 15000.00| 15000.00000 15000.00 MASONRY COATING , DES 9910830 | | | 0199 728-98377 LUMP | 3669.90000 3669.90| 15000.00000 15000.00| 5000.00000 5000.00 MASONRY COATING , DES 9910850 | | | 0200 730-03321 1.000 EACH | 516.25000 516.25| 675.00000 675.00| 1400.00000 1400.00 SAFETY METAL END SECTION, 6:1, 12 IN | | | 0201 731-93945 302928.000 SFT | 16.00000 4846848.00| 12.00000 3635136.00| 15.44000 4677208.32 FACE PANELS, CONCRETE | | | 0202 731-93946 302928.000 SFT | 12.00000 3635136.00| 6.00000 1817568.00| 10.52000 3186802.56 WALL ERECTION | | | 0203 731-93947 15468.000 LFT | 15.00000 232020.00| 10.00000 154680.00| 20.00000 309360.00 LEVELING PAD, CONCRETE | | | 0204 732-07653 8278.000 TON | 20.63000 170775.14| 20.00000 165560.00| 18.81000 155709.18 COARSE AGGREGATE, NO. 8 | | | 0205 801-03290 4.000 EACH | 381.56000 1526.24| 389.00000 1556.00| 389.00000 1556.00 CONSTRUCTION SIGN, C | | | 0206 801-06202 717.000 LFT | 25.00000 17925.00| 17.00000 12189.00| 17.00000 12189.00 TEMPORARY PANEL SIGN SUPPORTS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -13 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0207 801-06207 188821.000 LFT | 0.93000 175603.53| 0.95000 179379.95| 0.95000 179379.95 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0208 801-06208 26182.000 LFT | 1.18000 30894.76| 1.03000 26967.46| 1.03000 26967.46 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN | | | 0209 801-06625 69.000 EACH | 213.68000 14743.92| 151.00000 10419.00| 151.00000 10419.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0210 801-06640 70.000 EACH | 252.34000 17663.80| 349.00000 24430.00| 349.00000 24430.00 CONSTRUCTION SIGN, A | | | 0211 801-06645 21.000 EACH | 111.93000 2350.53| 116.00000 2436.00| 116.00000 2436.00 CONSTRUCTION SIGN, B | | | 0212 801-06710 300.000 DAY | 4.37000 1311.00| 15.00000 4500.00| 15.00000 4500.00 FLASHING ARROW SIGN | | | 0213 801-06775 LUMP | 2500000.00000 2500000.00| 750000.00000 750000.00| 575000.00000 575000.00 MAINTAINING TRAFFIC | | | 0214 801-07024 11.000 EACH | 6100.00000 67100.00| 10000.00000 110000.00| 6100.00000 67100.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0215 801-07118 108.000 LFT | 25.44000 2747.52| 42.59000 4599.72| 42.59000 4599.72 BARRICADE, III-A | | | 0216 801-08400 20208.000 LFT | 15.16000 306353.28| 11.00000 222288.00| 40.61000 820646.88 TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0217 801-08401 21940.000 LFT | 17.71000 388557.40| 14.00000 307160.00| 40.32000 884620.80 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0218 801-08507 2104.000 LFT | 13.65000 28719.60| 4.00000 8416.00| 41.91000 88178.64 TEMPORARY TRAFFIC BARRIER, TYPE 1, | | | ANCHORED | | | 0219 801-08508 3655.000 LFT | 24.80000 90644.00| 19.00000 69445.00| 42.37000 154862.35 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0220 801-09133 3.000 EACH | 13877.70000 41633.10| 15800.00000 47400.00| 15800.00000 47400.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0221 801-09282 2710.000 SFT | 20.59000 55798.90| 20.00000 54200.00| 20.00000 54200.00 TEMPORARY PANEL SIGNS | | | 0222 802-01749 8.000 EACH | 638.19000 5105.52| 620.00000 4960.00| 620.00000 4960.00 SIGN BRACKET, WALL MOUNTED | | | 0223 802-02475 3.000 EACH | 844.06000 2532.18| 820.00000 2460.00| 820.00000 2460.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0224 802-03811 1.000 EACH | 39114.78000 39114.78| 38000.00000 38000.00| 38000.00000 38000.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -14 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0225 802-04314 9.000 EACH | 437.47000 3937.23| 425.00000 3825.00| 425.00000 3825.00 SIGN , PANEL SIGN, MODIFY, TEMPORARY | | | 0226 802-04893 33.000 EACH | 334.53000 11039.49| 325.00000 10725.00| 325.00000 10725.00 REFERENCE POST | | | 0227 802-05701 161.000 LFT | 13.38000 2154.18| 13.00000 2093.00| 13.00000 2093.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0228 802-05702 261.000 LFT | 14.41000 3761.01| 14.00000 3654.00| 14.00000 3654.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0229 802-07057 5585.000 SFT | 15.80000 88243.00| 15.35000 85729.75| 15.35000 85729.75 SIGN, PANEL, WITH LEGEND | | | 0230 802-07060 4.000 EACH | 108.08000 432.32| 105.00000 420.00| 105.00000 420.00 SIGN, SHEET, RELOCATE | | | 0231 802-07061 1.000 EACH | 99022.14000 99022.14| 96200.00000 96200.00| 96200.00000 96200.00 OVERHEAD DMS STRUCTURE, BOX TRUSS | | | 0232 802-07101 11.000 EACH | 18178.08000 199958.88| 17660.00000 194260.00| 17660.00000 194260.00 SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0233 802-07102 1.000 EACH | 10159.55000 10159.55| 9870.00000 9870.00| 9870.00000 9870.00 SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0234 802-07151 6.000 EACH | 535.26000 3211.56| 520.00000 3120.00| 520.00000 3120.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0235 802-07158 2.000 EACH | 8090.59000 16181.18| 7860.00000 15720.00| 7860.00000 15720.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0236 802-07272 1.000 EACH | 8234.69000 8234.69| 6500.00000 6500.00| 8000.00000 8000.00 BOX TRUSS SIGN FOUNDATION, V-B | | | 0237 802-07278 1.000 EACH | 9264.03000 9264.03| 6500.00000 6500.00| 9000.00000 9000.00 BOX TRUSS SIGN FOUNDATION, V-D | | | 0238 802-09206 4.000 EACH | 8823.95000 35295.80| 12000.00000 48000.00| 16184.56000 64738.24 BOX TRUSS SIGN STRUCTURE FOUNDATION, | | | TYPE 1-A | | | 0239 802-09207 5.000 EACH | 9592.01000 47960.05| 13000.00000 65000.00| 16184.69000 80923.45 BOX TRUSS SIGN STRUCTURE FOUNDATION, | | | TYPE 1-B | | | 0240 802-09208 1.000 EACH | 10455.43000 10455.43| 12500.00000 12500.00| 16185.17000 16185.17 BOX TRUSS SIGN STRUCTURE FOUNDATION, | | | TYPE 1-C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -15 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0241 802-09209 5.000 EACH | 12054.40000 60272.00| 14500.00000 72500.00| 16184.69000 80923.45 BOX TRUSS SIGN STRUCTURE FOUNDATION, | | | TYPE 2-A | | | 0242 802-09210 1.000 EACH | 13083.58000 13083.58| 16000.00000 16000.00| 16185.17000 16185.17 BOX TRUSS SIGN STRUCTURE FOUNDATION, | | | TYPE 2-B | | | 0243 802-09211 1.000 EACH | 13083.58000 13083.58| 15000.00000 15000.00| 16185.17000 16185.17 BOX TRUSS SIGN STRUCTURE FOUNDATION, | | | TYPE 2-C | | | 0244 802-09221 1.000 EACH | 43901.19000 43901.19| 42650.00000 42650.00| 42650.00000 42650.00 BOX TRUSS SIGN STRUCTURE, TYPE A | | | 0245 802-09222 2.000 EACH | 59701.50000 119403.00| 58000.00000 116000.00| 58000.00000 116000.00 BOX TRUSS SIGN STRUCTURE, TYPE B | | | 0246 802-09223 3.000 EACH | 69994.86000 209984.58| 68000.00000 204000.00| 68000.00000 204000.00 BOX TRUSS SIGN STRUCTURE, TYPE C | | | 0247 802-09224 4.000 EACH | 54554.82000 218219.28| 53000.00000 212000.00| 53000.00000 212000.00 BOX TRUSS SIGN STRUCTURE, TYPE D | | | 0248 802-09483 1.000 EACH | 10058.01000 10058.01| 15000.00000 15000.00| 16185.17000 16185.17 DMS , BOX TRUSS FOUNDATION NO 2 MEDIAN | | | 0249 802-09483 1.000 EACH | 10318.64000 10318.64| 15000.00000 15000.00| 16185.17000 16185.17 DMS , BOX TRUSS FOUNDATION NO 2, 45" | | | BARRIER | | | 0250 802-09483 1.000 EACH | 117994.87000 117994.87| 114632.00000 114632.00| 114632.00000 114632.00 DMS , OVERHEAD | | | 0251 802-76025 55.000 SFT | 15.44000 849.20| 15.00000 825.00| 15.00000 825.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0252 802-76035 599.000 SFT | 14.41000 8631.59| 14.00000 8386.00| 14.00000 8386.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0253 802-76095 1008.000 LBS | 4.12000 4152.96| 4.00000 4032.00| 4.00000 4032.00 STRUCTURAL STEEL, BREAKAWAY | | | 0254 802-76140 1.000 EACH | 29850.75000 29850.75| 29000.00000 29000.00| 29000.00000 29000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0255 802-76205 3.000 EACH | 437.47000 1312.41| 425.00000 1275.00| 425.00000 1275.00 SIGN MODIFICATION (OVERHEAD) | | | 0256 802-76235 9.000 EACH | 1492.54000 13432.86| 1450.00000 13050.00| 1450.00000 13050.00 INSTALL OVERHEAD SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -16 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0257 802-91084 4.000 EACH | 1492.54000 5970.16| 1450.00000 5800.00| 1450.00000 5800.00 OVERHEAD PANEL SIGN, REMOVE AND | | | REINSTALL | | | 0258 802-93389 6.000 EACH | 993.31000 5959.86| 965.00000 5790.00| 965.00000 5790.00 BARRIER WALL SIGN BRACKET, SHOULDER | | | 0259 802-94494 2.000 EACH | 3345.35000 6690.70| 3250.00000 6500.00| 3250.00000 6500.00 SIGN STRUCTURE, OVERHEAD, RELOCATE | | | 0260 804-06770 20.000 EACH | 32.94000 658.80| 28.95000 579.00| 28.95000 579.00 DELINEATOR POST | | | 0261 805-02618 425.000 LFT | 9.26000 3935.50| 9.00000 3825.00| 9.00000 3825.00 WIRE, NO. 2 COPPER, 3 1C , XHHW | | | 0262 805-04973 35640.000 LFT | 9.18000 327175.20| 8.92000 317908.80| 8.92000 317908.80 CONDUIT , POLYDUCT, 4 IN | | | 0263 805-04977 4.000 EACH | 8169.84000 32679.36| 7937.00000 31748.00| 7937.00000 31748.00 MICROLOOP , DETECTOR EQUIP, SITE TYPE 1 | | | 1-4 PROB | | | 0264 805-04977 9.000 EACH | 11873.39000 106860.51| 11535.00000 103815.00| 11535.00000 103815.00 MICROLOOP , DETECTOR EQUIP, SITE TYPE 2 | | | 5-8 PROBE | | | 0265 805-04977 6.000 EACH | 12707.16000 76242.96| 12345.00000 74070.00| 12345.00000 74070.00 MICROLOOP , DETECTOR EQUIP, SITE TYPE 3 | | | 9-12 PROB | | | 0266 805-04982 33520.000 LFT | 6.18000 207153.60| 6.00000 201120.00| 6.00000 201120.00 CABLE , 96 STRAND OUTDOOR FIBER OPTIC, | | | INSTALL | | | 0267 805-04982 765.000 LFT | 6.18000 4727.70| 6.00000 4590.00| 6.00000 4590.00 CABLE , FIBER OPTIC DROP CABLE, 6 STRAN | | | 0268 805-05406 1.000 EACH | 71791.05000 71791.05| 69745.00000 69745.00| 69745.00000 69745.00 DATA COLLECTION SITE | | | 0269 805-06592 1948.000 LFT | 13.59000 26473.32| 13.20000 25713.60| 13.20000 25713.60 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0270 805-06595 3952.000 LFT | 10.29000 40666.08| 10.00000 39520.00| 10.00000 39520.00 CONDUIT, PVC, 2 IN. | | | 0271 805-06600 2605.000 LFT | 16.47000 42904.35| 16.00000 41680.00| 16.00000 41680.00 CONDUIT, PVC, 3 IN. , SCHEDULE 80 | | | 0272 805-06600 425.000 LFT | 13.38000 5686.50| 13.00000 5525.00| 13.00000 5525.00 CONDUIT, PVC, 3 IN. , SCHEDULE 80, FOR | | | ELECTRIC | | | 0273 805-07074 7.000 EACH | 13733.40000 96133.80| 13342.00000 93394.00| 13342.00000 93394.00 ITS CONTROLLER CABINET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -17 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0274 805-07075 7.000 EACH | 1235.20000 8646.40| 1200.00000 8400.00| 1200.00000 8400.00 ITS CABINET FOUNDATION | | | 0275 805-09281 LUMP | 750000.00000 750000.00| 631000.00000 631000.00| 631000.00000 631000.00 WIM STATION, QUARTZ | | | 0276 805-09343 2.000 EACH | 11322.70000 22645.40| 11000.00000 22000.00| 11000.00000 22000.00 ITS , FIELD HARDENED ETHERNET SWITCH | | | 0277 805-86820 5.000 EACH | 844.06000 4220.30| 820.00000 4100.00| 820.00000 4100.00 CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0278 805-86838 15808.000 LFT | 2.06000 32564.48| 2.00000 31616.00| 2.00000 31616.00 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0279 805-86889 3872.000 LFT | 0.84000 3252.48| 0.82000 3175.04| 0.82000 3175.04 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0280 805-86900 4.000 EACH | 1544.01000 6176.04| 1500.00000 6000.00| 1500.00000 6000.00 JUNCTION BOX | | | 0281 805-92155 425.000 LFT | 2.06000 875.50| 2.00000 850.00| 2.00000 850.00 WIRE, XHHW, NO. 6 COPPER, 1/C , GREEN | | | JACKET | | | 0282 805-95209 2000.000 DAY | 264.00000 528000.00| 255.00000 510000.00| 260.00000 520000.00 TRUCK, TOW | | | 0283 805-96014 144.000 LFT | 5.00000 720.00| 5.00000 720.00| 10.00000 1440.00 SAW CUT, FULL DEPTH | | | 0284 805-98336 655.000 LFT | 8.23000 5390.65| 8.00000 5240.00| 8.00000 5240.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0285 807-02191 12.000 EACH | 669.07000 8028.84| 650.00000 7800.00| 650.00000 7800.00 HANDHOLE, LIGHTING | | | 0286 807-04653 19.000 EACH | 753.47000 14315.93| 732.00000 13908.00| 732.00000 13908.00 LIGHTING FOUNDATION , FOR 45" MEDIAN | | | BARRIER WALL, | | | 0287 807-04654 6.000 EACH | 1338.14000 8028.84| 1300.00000 7800.00| 1300.00000 7800.00 LIGHT POLE , 40' E.M.H. 2' MAST ARM | | | 0288 807-04654 19.000 EACH | 1544.00000 29336.00| 1500.00000 28500.00| 1500.00000 28500.00 LIGHT POLE , 40' E.M.H. 2' TWIN MAST AR | | | 0289 807-07580 5370.000 LFT | 8.23000 44195.10| 8.00000 42960.00| 8.00000 42960.00 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0290 807-78590 14.000 EACH | 926.40000 12969.60| 900.00000 12600.00| 900.00000 12600.00 HANDHOLE , ATMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -18 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0291 807-78590 49.000 EACH | 959.34000 47007.66| 932.00000 45668.00| 932.00000 45668.00 HANDHOLE , ATMS, HEAVY DUTY | | | 0292 807-78590 2.000 EACH | 1235.21000 2470.42| 1200.00000 2400.00| 1200.00000 2400.00 HANDHOLE , RELOCATE | | | 0293 807-82400 3.000 EACH | 25733.41000 77200.23| 25000.00000 75000.00| 25000.00000 75000.00 LIGHT POLE, HIGH MAST, 125 FT. E.M.H. | | | 0294 807-86620 38.000 EACH | 823.47000 31291.86| 800.00000 30400.00| 800.00000 30400.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0295 807-86665 18.000 EACH | 874.94000 15748.92| 850.00000 15300.00| 850.00000 15300.00 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0296 807-86805 1.000 EACH | 3376.22000 3376.22| 3280.00000 3280.00| 3280.00000 3280.00 SERVICE POINT, I | | | 0297 807-86810 2.000 EACH | 4487.91000 8975.82| 4360.00000 8720.00| 4360.00000 8720.00 SERVICE POINT, II | | | 0298 807-86832 3.000 EACH | 14225.43000 42676.29| 13820.00000 41460.00| 13820.00000 41460.00 CONCRETE FOUNDATION WITH GROUNDING, | | | HIGH MAST TOWER | | | 0299 807-86910 52.000 EACH | 22.65000 1177.80| 22.00000 1144.00| 22.00000 1144.00 CONNECTOR KIT, UNFUSED | | | 0300 807-86915 68.000 EACH | 26.76000 1819.68| 26.00000 1768.00| 26.00000 1768.00 CONNECTOR KIT, FUSED | | | 0301 807-86920 94.000 EACH | 20.59000 1935.46| 20.00000 1880.00| 20.00000 1880.00 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0302 807-86925 8.000 EACH | 26.76000 214.08| 26.00000 208.00| 26.00000 208.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0303 807-86930 33.000 EACH | 20.59000 679.47| 20.00000 660.00| 20.00000 660.00 INSULATION LINK, NONWATERPROOFED | | | 0304 807-86935 64.000 EACH | 26.76000 1712.64| 26.00000 1664.00| 26.00000 1664.00 INSULATION LINK, WATERPROOFED | | | 0305 807-86950 71.000 EACH | 57.64000 4092.44| 56.00000 3976.00| 56.00000 3976.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0306 807-86955 7.000 EACH | 128.67000 900.69| 125.00000 875.00| 125.00000 875.00 CABLE DUCT MARKER | | | 0307 807-95492 1.000 EACH | 6690.69000 6690.69| 6500.00000 6500.00| 6500.00000 6500.00 SERVICE POINT, II, BREAKER ENCLOSURE , | | | 4 CIRCUIT BREAKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -19 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0308 808-03631 44980.000 LFT | 0.40000 17992.00| 0.31000 13943.80| 0.40000 17992.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0309 808-03632 46111.000 LFT | 0.40000 18444.40| 0.31000 14294.41| 0.40000 18444.40 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0310 808-05534 12544.000 LFT | 0.85000 10662.40| 0.58000 7275.52| 0.85000 10662.40 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0311 808-05535 1120.000 LFT | 7.00000 7840.00| 10.45000 11704.00| 7.00000 7840.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0312 808-06702 2830.000 LFT | 0.70000 1981.00| 0.50000 1415.00| 0.70000 1981.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0313 808-06713 51816.000 LFT | 0.14000 7254.24| 0.25000 12954.00| 0.14000 7254.24 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0314 808-06714 48268.000 LFT | 0.14000 6757.52| 0.25000 12067.00| 0.14000 6757.52 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0315 808-06716 386103.000 LFT | 0.10000 38610.30| 0.45000 173746.35| 0.10000 38610.30 LINE, REMOVE | | | 0316 808-74811 34398.000 LFT | 0.55000 18918.90| 0.91000 31302.18| 0.55000 18918.90 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0317 808-75001 11275.000 LFT | 0.20000 2255.00| 0.50000 5637.50| 0.20000 2255.00 LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0318 808-75205 5661.000 LFT | 0.40000 2264.40| 0.25000 1415.25| 0.35000 1981.35 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0319 808-75245 5659.000 LFT | 0.35000 1980.65| 0.25000 1414.75| 0.35000 1980.65 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0320 808-75996 970.000 EACH | 5.20000 5044.00| 1.50000 1455.00| 10.42000 10107.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0321 808-75998 1804.000 EACH | 17.37000 31335.48| 16.43000 29639.72| 32.86000 59279.44 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0403 211-07454 5619.000 CYS | 19.18000 107772.42| 15.00000 84285.00| 57.97000 325733.43 STRUCTURE BACKFILL , LIGHTWEIGHT FILL | | | 0404 501-06727 LUMP | 8646.94000 8646.94| 14100.91000 14100.91| 11943.49000 11943.49 CORING, PCCP | | | 0405 619-09434 1802.000 SFT | 6.80000 12253.60| 6.75000 12163.50| 7.00000 12614.00 PAINT STEEL BRIDGE, TYPE 1 , STRUCTURE | | | 12 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -20 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0406 628-09407 120.000 MOS | 100.00000 12000.00| 70.00000 8400.00| 72.83000 8739.60 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 4 EACH | | | 0407 108-09283 LUMP | 10000.00000 10000.00| 50.00000 50.00| 100000.00000 100000.00 CPM SCHEDULE | | | 0408 108-09284 29.000 EACH | 0.01000 0.29| 25.00000 725.00| 2000.00000 58000.00 CPM SCHEDULE, MONTHLY UPDATE | | | 0409 108-09285 12.000 EACH | 0.01000 0.12| 50.00000 600.00| 2750.00000 33000.00 CPM SCHEDULE, REVISED | | | 0410 808-75994 220.000 EACH | 11.01000 2422.20| 5.00000 1100.00| 8.00000 1760.00 PRISMATIC REFLECTOR | | | 0411 303-02051 300.000 TON | 19.59000 5877.00| 35.00000 10500.00| 28.37000 8511.00 STONE, NO 2 | | | 0412 805-02971 LUMP | 3293.88000 3293.88| 3200.00000 3200.00| 3200.00000 3200.00 ELECTRICAL SERVICE | | | 0413 801-04308 6.000 EACH | 864.88000 5189.28| 458.00000 2748.00| 458.00000 2748.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0414 728-98377 LUMP | 189690.74000 189690.74| 50000.00000 50000.00| 1.00000 1.00 MASONRY COATING | | | 0415 202-96151 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0416 202-96151 LUMP | 1029.34000 1029.34| 2500.00000 2500.00| 2500.00000 2500.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0417 202-96151 LUMP | 5000.00000 5000.00| 1000.00000 1000.00| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE ITEMS , | | | DES 0500595 | | | 0418 801-06775 LUMP | 800000.00000 800000.00| 150000.00000 150000.00| 350000.00000 350000.00 MAINTAINING TRAFFIC , SPECIAL 3 + 1 | | | LANES WB | | | 0419 807-86810 1.000 EACH | 2161.61000 2161.61| 2100.00000 2100.00| 2100.00000 2100.00 SERVICE POINT, II , RELOCATE | | | SECTION TOTALS | $ 86,899,843.82| $ 89,972,761.25| $ 112,309,114.14 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE REPLACEMENT STEEL ALTERNATE | | | SECTION TOTALS | $ 10,674,100.90| $ 10,530,135.00| $ 14,768,688.56 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE REPLACEMENT CONCRETE ALTERNATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -21 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0362 109-08359 0.100 DOL | 1.00000 0.10| 1.00000 0.10| 1.00000 0.10 LIQUIDATED DAMAGES | | | 0363 109-08360 0.100 DOL | 1.00000 0.10| 1.00000 0.10| 1.00000 0.10 CONTRACT LIENS | | | 0364 109-08463 0.100 DOL | 1.00000 0.10| 1.00000 0.10| 1.00000 0.10 PROJECT ESTIMATE ADJUSTMENT | | | 0365 202-02241 480.000 LFT | 2.50000 1200.00| 2.50000 1200.00| 2.50000 1200.00 GUARDRAIL, REMOVE | | | 0366 202-51330 LUMP | 1000903.08000 1000903.08| 5000000.00000 5000000.00| 1620000.00000 1620000.00 PRESENT STRUCTURE, REMOVE , | | | I-80-12-02187 | | | 0367 202-51368 2286.000 SYS | 2.84000 6492.24| 25.00000 57150.00| 12.82000 29306.52 SLOPEWALL, REMOVE | | | 0368 203-02000 812.000 CYS | 6.69000 5432.28| 8.67000 7040.04| 38.25000 31059.00 EXCAVATION, COMMON | | | 0369 206-04301 4598.000 SFT | 23.84000 109616.32| 26.52000 121938.96| 52.41000 240981.18 SHEET PILING, STEEL, S=18.1 | | | 0370 206-51230 1725.000 CYS | 7.75000 13368.75| 150.00000 258750.00| 61.02000 105259.50 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0371 211-02050 1263.000 CYS | 8.54000 10786.02| 0.01000 12.63| 49.30000 62265.90 B BORROW | | | 0372 211-06467 483.000 CYS | 26.64000 12867.12| 0.01000 4.83| 46.89000 22647.87 AGGREGATE FOR END BENT BACKFILL | | | 0373 302-07455 490.000 CYS | 33.62000 16473.80| 61.77000 30267.30| 55.82000 27351.80 DENSE GRADED SUBBASE | | | 0374 601-94689 2.000 EACH | 3300.00000 6600.00| 3300.00000 6600.00| 3300.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0375 601-99123 2.000 EACH | 3500.00000 7000.00| 3500.00000 7000.00| 3500.00000 7000.00 GUARDRAIL TRANSITION, GP | | | 0376 602-06729 47.000 EACH | 10.00000 470.00| 4.98000 234.06| 4.98000 234.06 BARRIER DELINEATOR | | | 0377 609-08579 2924.000 SYS | 89.13000 260616.12| 73.65000 215352.60| 77.69000 227165.56 REINFORCED CONCRETE BRIDGE APPROACH, 16 | | | IN. | | | 0378 616-02320 850.000 SYS | 2.26000 1921.00| 0.01000 8.50| 3.42000 2907.00 GEOTEXTILES | | | 0379 701-04732 1086.000 LFT | 16.35000 17756.10| 25.00000 27150.00| 44.68000 48522.48 PILE , SLEEVE 18 IN | | | 0380 701-06011 8.000 EACH | 2591.84000 20734.72| 549.41000 4395.28| 2509.36000 20074.88 DYNAMIC PILE LOAD TEST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -22 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0381 701-06012 8.000 EACH | 2591.84000 20734.72| 863.37000 6906.96| 1670.64000 13365.12 TEST PILE, RESTRIKE | | | 0382 701-06027 8.000 EACH | 7280.19000 58241.52| 1255.80000 10046.40| 6040.17000 48321.36 TEST PILE | | | 0383 701-95780 33734.000 LFT | 42.42000 1430996.28| 57.00000 1922838.00| 76.59000 2583687.06 PILE, STEEL H, HP 12" X 74 | | | 0384 702-51005 2141.400 CYS | 502.38000 1075796.53| 484.68000 1037893.75| 580.38000 1242825.73 CONCRETE, A, SUBSTRUCTURE | | | 0385 702-51015 406.900 CYS | 338.05000 137552.55| 181.81000 73978.49| 299.01000 121667.17 CONCRETE, B, FOOTINGS | | | 0386 703-06028 416875.000 LBS | 0.89000 371018.75| 0.95000 396031.25| 1.12000 466900.00 REINFORCING BARS | | | 0387 703-06029 831230.000 LBS | 0.94000 781356.20| 1.01000 839542.30| 1.19000 989163.70 REINFORCING BARS, EPOXY COATED | | | 0388 703-97936 4379.000 EACH | 20.86000 91345.94| 26.56000 116306.24| 24.00000 105096.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0389 704-51006 2033.300 CYS | 559.45000 1137529.69| 529.87000 1077384.67| 642.64000 1306679.91 CONCRETE, C, SUPERSTRUCTURE, MODIFIED , | | | 1 | | | 0390 704-51006 25.300 CYS | 714.33000 18072.55| 2996.75000 75817.78| 839.22000 21232.27 CONCRETE, C, SUPERSTRUCTURE, MODIFIED , | | | 2 | | | 0391 706-51020 211.700 CYS | 190.89000 40411.41| 411.13000 87036.22| 607.85000 128681.85 CONCRETE, C, RAILING | | | 0392 707-01065 LUMP | 600608.24000 600608.24| 600000.00000 600000.00| 779577.83000 779577.83 POST-TENSIONING | | | 0393 707-09523 8580.000 LFT | 358.63000 3077045.40| 367.61000 3154093.80| 313.91000 2693347.80 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM , 60 IN. X 50 IN. | | | 0394 709-51821 LUMP | 41758.80000 41758.80| 23555.00000 23555.00| 50000.00000 50000.00 SURFACE SEAL , DES 9910840 | | | 0395 724-51925 554.000 LFT | 103.38000 57272.52| 149.19000 82651.26| 156.21000 86540.34 STRUCTURAL EXPANSION JOINT, SS | | | 0396 728-98377 LUMP | 27978.60000 27978.60| 15000.00000 15000.00| 40000.00000 40000.00 MASONRY COATING , DES 9910840 | | | 0397 801-03290 2.000 EACH | 275.00000 550.00| 389.00000 778.00| 389.00000 778.00 CONSTRUCTION SIGN, C | | | 0398 801-06207 1250.000 LFT | 1.00000 1250.00| 0.95000 1187.50| 0.95000 1187.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 221 -23 TABULATION OF BIDS ROUTE : 80 CALL ORDER : 221 CONTRACT ID : IR-29901-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-1035114 |( 3 ) 35-0918397 |WALSH CONSTR COMPANY |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0399 801-06640 10.000 EACH | 160.00000 1600.00| 349.00000 3490.00| 349.00000 3490.00 CONSTRUCTION SIGN, A | | | 0400 801-06645 2.000 EACH | 51.00000 102.00| 116.00000 232.00| 116.00000 232.00 CONSTRUCTION SIGN, B | | | 0401 801-08401 630.000 LFT | 12.50000 7875.00| 6.99000 4403.70| 27.32000 17211.60 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0402 801-08508 300.000 LFT | 13.18000 3954.00| 8.58000 2574.00| 29.63000 8889.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | SECTION TOTALS | $ 10,475,288.55| $ 15,268,851.82| $ 13,161,450.29 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 97,375,132.37| $ 100,502,896.25| $ 125,470,564.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -1 VENDOR RANKING CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : 63 CONTRACT TIME : 05/15/10 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4130003 3348004 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 5,080,256.16 100.0000% 2 35-1461789 POINDEXTER EXCAVATING $ 5,304,674.00 104.4175% 3 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 5,621,626.23 110.6564% 4 35-1698047 GRADEX INC $ 5,667,958.90 111.5684% 5 35-1212938 ATLAS EXCAVATING INC $ 5,705,507.80 112.3075% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 5,891,111.00 115.9609% 7 35-1875662 CRIDER & CRIDER INC $ 5,969,624.08 117.5064% 8 35-1609544 SCHUTT-LOOKABILL CO $ 6,566,427.88 129.2539% 9 35-1357381 O`MARA DAVE CONTRACTOR $ 7,259,257.00 142.8916% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -2 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1461789 |( 3 ) 35-1151771 |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 45539.38000 45539.38| 36000.00000 36000.00| 43200.00000 43200.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 3.000 EACH | 59.42000 178.26| 400.00000 1200.00| 150.00000 450.00 RADIO | | | 0003 105-08520 3.000 EACH | 89.13000 267.39| 500.00000 1500.00| 150.00000 450.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 72.000 MOS | 89.13000 6417.36| 60.00000 4320.00| 150.00000 10800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 72.000 MOS | 35.65000 2566.80| 40.00000 2880.00| 150.00000 10800.00 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 109-08440 1.000 DOL | 1.00000 1.00| 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| 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 | | | 0013 110-01001 LUMP | 67762.90000 67762.90| 290000.00000 290000.00| 280000.00000 280000.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 43731.13000 43731.13| 52000.00000 52000.00| 51795.74000 51795.74 CLEARING RIGHT OF WAY | | | 0015 202-02240 800.000 m2 | 8.64000 6912.00| 22.00000 17600.00| 15.00000 12000.00 PAVEMENT REMOVAL | | | 0016 202-02240 70.000 m2 | 31.57000 2209.90| 30.00000 2100.00| 15.00000 1050.00 PAVEMENT REMOVAL Non-participating | | | 0017 202-02245 2.000 EACH | 178.26000 356.52| 200.00000 400.00| 475.00000 950.00 TREE, 150 mm, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -3 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1461789 |( 3 ) 35-1151771 |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-02250 2.000 EACH | 356.50000 713.00| 320.00000 640.00| 550.00000 1100.00 TREE, 250 mm, REMOVE | | | 0019 202-02255 4.000 EACH | 1010.09000 4040.36| 575.00000 2300.00| 880.00000 3520.00 TREE, 460 mm, REMOVE | | | 0020 202-02271 6.000 EACH | 182.95000 1097.70| 700.00000 4200.00| 800.00000 4800.00 HEADWALL, REMOVE | | | 0021 202-02278 2780.000 m | 19.92000 55377.60| 3.00000 8340.00| 14.00000 38920.00 CURB, CONCRETE, REMOVE | | | 0022 202-51330 LUMP | 1363.66000 1363.66| 49000.00000 49000.00| 3500.00000 3500.00 PRESENT STRUCTURE, REMOVE | | | 0023 202-51330 LUMP | 1363.66000 1363.66| 6360.00000 6360.00| 3500.00000 3500.00 PRESENT STRUCTURE, REMOVE Combined | | | Sewer Overflow | | | 0024 202-91385 13.000 EACH | 253.32000 3293.16| 500.00000 6500.00| 300.00000 3900.00 INLET, REMOVE | | | 0025 202-93047 4.000 EACH | 409.42000 1637.68| 700.00000 2800.00| 400.00000 1600.00 MANHOLE, REMOVE | | | 0026 202-96133 160.000 m | 39.94000 6390.40| 39.00000 6240.00| 40.00000 6400.00 PIPE, REMOVE | | | 0027 202-96133 90.000 m | 47.33000 4259.70| 43.00000 3870.00| 82.00000 7380.00 PIPE, REMOVE Boiler Plate | | | 0028 203-02000 8670.000 m3 | 8.85000 76729.50| 28.00000 242760.00| 33.00000 286110.00 EXCAVATION, COMMON | | | 0029 203-02070 780.000 m3 | 9.04000 7051.20| 16.00000 12480.00| 1.00000 780.00 BORROW | | | 0030 203-51223 2840.000 m3 | 13.00000 36920.00| 30.00000 85200.00| 17.00000 48280.00 EXCAVATION, WATERWAY | | | 0031 205-03371 333.000 m3 | 11.35000 3779.55| 35.00000 11655.00| 17.00000 5661.00 SEDIMENT REMOVE | | | 0032 205-06933 32.000 EACH | 112.89000 3612.48| 100.00000 3200.00| 95.00000 3040.00 TEMPORARY DITCH INLET PROTECTION | | | 0033 205-06934 16.000 Mg | 650.77000 10412.32| 600.00000 9600.00| 547.00000 8752.00 TEMPORARY MULCHING Seeding, R | | | 0034 205-06937 510.000 m | 4.67000 2381.70| 6.00000 3060.00| 4.23000 2157.30 TEMPORARY SILT FENCE | | | 0035 207-08267 3570.000 m2 | 11.36000 40555.20| 24.00000 85680.00| 8.50000 30345.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0036 207-08268 16220.000 m2 | 16.97000 275253.40| 11.50000 186530.00| 15.00000 243300.00 SUBGRADE TREATMENT, TYPE IV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -4 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1461789 |( 3 ) 35-1151771 |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 211-02050 51.000 m3 | 23.42000 1194.42| 40.00000 2040.00| 32.00000 1632.00 B BORROW | | | 0038 211-09264 4380.000 m3 | 24.09000 105514.20| 22.00000 96360.00| 38.00000 166440.00 STRUCTURE BACKFILL, TYPE 1 | | | 0039 211-09265 14420.000 m3 | 35.75000 515515.00| 28.60000 412412.00| 40.00000 576800.00 STRUCTURE BACKFILL, TYPE 2 Type 2 | | | 0040 211-09266 428.000 m3 | 35.76000 15305.28| 24.00000 10272.00| 38.00000 16264.00 STRUCTURE BACKFILL, TYPE 3 | | | 0041 211-09267 270.000 m3 | 85.69000 23136.30| 90.00000 24300.00| 130.00000 35100.00 STRUCTURE BACKFILL, TYPE 4 | | | 0042 211-09267 1150.000 m3 | 85.48000 98302.00| 75.00000 86250.00| 130.00000 149500.00 STRUCTURE BACKFILL, TYPE 4 Non | | | Participating | | | 0043 211-09268 160.000 m3 | 111.83000 17892.80| 98.00000 15680.00| 130.00000 20800.00 STRUCTURE BACKFILL, TYPE 5 | | | 0044 301-07448 1650.000 Mg | 21.56000 35574.00| 23.00000 37950.00| 20.00000 33000.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0045 303-02051 227.000 Mg | 25.75000 5845.25| 28.00000 6356.00| 23.00000 5221.00 STONE, 2 | | | 0046 303-07449 314.000 Mg | 23.35000 7331.90| 35.00000 10990.00| 32.00000 10048.00 COMPACTED AGGREGATE, NO. 73 Surface | | | 0047 303-97820 75.000 Mg | 19.14000 1435.50| 70.00000 5250.00| 44.00000 3300.00 AGGREGATE, 8 Coarse For Weep Drains | | | 0048 304-07493 10.000 Mg | 130.72000 1307.20| 290.00000 2900.00| 300.00000 3000.00 WIDENING WITH HMA, TYPE B | | | 0049 306-08036 170.000 m2 | 43.51000 7396.70| 14.00000 2380.00| 22.00000 3740.00 MILLING, ASPHALT, 50 mm | | | 0050 401-07333 1140.000 Mg | 105.76000 120566.40| 94.00000 107160.00| 85.00000 96900.00 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0051 401-07402 1890.000 Mg | 84.37000 159459.30| 76.00000 143640.00| 74.00000 139860.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0052 401-07423 4850.000 Mg | 73.68000 357348.00| 65.50000 317675.00| 61.00000 295850.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0053 401-08333 1750.000 Mg | 87.94000 153895.00| 78.50000 137375.00| 80.00000 140000.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0054 406-05520 16.000 Mg | 594.17000 9506.72| 530.00000 8480.00| 800.00000 12800.00 ASPHALT FOR TACK COAT | | | 0055 601-07009 2.000 EACH | 5347.56000 10695.12| 9200.00000 18400.00| 8600.00000 17200.00 IMPACT ATTENUATOR, LS, W1, TL-1 70 km/h | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -5 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1461789 |( 3 ) 35-1151771 |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 603-04099 3.000 EACH | 594.17000 1782.51| 1100.00000 3300.00| 1218.75000 3656.25 PIPE BOLLARD | | | 0057 603-91304 20.000 m | 74.34000 1486.80| 150.00000 3000.00| 135.00000 2700.00 FENCE, WOOD, RESET , AND REMOVE | | | 0058 604-07483 420.000 Mg | 106.95000 44919.00| 110.00000 46200.00| 95.00000 39900.00 HMA FOR SIDEWALK Type B | | | 0059 604-07897 25.000 m2 | 190.13000 4753.25| 230.00000 5750.00| 174.04000 4351.00 CURB RAMP, CONCRETE, C | | | 0060 604-07900 123.000 m2 | 190.13000 23385.99| 240.00000 29520.00| 174.00000 21402.00 CURB RAMP, CONCRETE, F | | | 0061 604-07900 132.000 m2 | 190.14000 25098.48| 231.00000 30492.00| 173.99000 22966.68 CURB RAMP, CONCRETE, F Modified | | | 0062 604-07901 46.000 m2 | 190.14000 8746.44| 231.00000 10626.00| 173.99000 8003.54 CURB RAMP, CONCRETE, G | | | 0063 604-07902 6.000 m2 | 190.14000 1140.84| 250.00000 1500.00| 173.98000 1043.88 CURB RAMP, CONCRETE, H | | | 0064 604-07902 11.000 m2 | 190.13000 2091.43| 230.00000 2530.00| 174.01000 1914.11 CURB RAMP, CONCRETE, H Modified | | | 0065 604-07903 65.000 m2 | 190.14000 12359.10| 200.00000 13000.00| 174.00000 11310.00 CURB RAMP, CONCRETE, K | | | 0066 604-44251 4.000 m3 | 1188.35000 4753.40| 1500.00000 6000.00| 1000.00000 4000.00 STEPS, CONCRETE | | | 0067 604-91531 2260.000 m2 | 43.96000 99349.60| 44.00000 99440.00| 49.00000 110740.00 SIDEWALK, CONCRETE, 100 mm | | | 0068 604-91531 170.000 m2 | 52.78000 8972.60| 80.00000 13600.00| 54.00000 9180.00 SIDEWALK, CONCRETE, 100 mm Curb Face | | | 0069 605-06120 140.000 m | 77.24000 10813.60| 79.00000 11060.00| 92.26000 12916.40 CURB, CONCRETE Barrier | | | 0070 605-06140 250.000 m | 59.42000 14855.00| 81.00000 20250.00| 60.39000 15097.50 CURB AND GUTTER, CONCRETE 785 mm | | | 0071 605-06150 2530.000 m | 45.16000 114254.80| 66.00000 166980.00| 49.21000 124501.30 CURB AND GUTTER, C, CONCRETE | | | 0072 610-07487 420.000 Mg | 166.37000 69875.40| 148.00000 62160.00| 90.00000 37800.00 HMA FOR APPROACHES, TYPE B | | | 0073 610-07712 790.000 m2 | 62.98000 49754.20| 58.00000 45820.00| 66.98000 52914.20 PCCP FOR APPROACHES, 150 mm | | | 0074 610-09108 1380.000 m2 | 78.43000 108233.40| 65.00000 89700.00| 79.98000 110372.40 PCCP FOR APPROACHES, 225 mm | | | 0075 611-06497 3.000 EACH | 184.20000 552.60| 190.00000 570.00| 175.00000 525.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -6 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1461789 |( 3 ) 35-1151771 |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 611-06498 2.000 EACH | 255.50000 511.00| 250.00000 500.00| 195.00000 390.00 MAILBOX ASSEMBLY, DOUBLE | | | 0077 615-06490 30.000 EACH | 142.60000 4278.00| 160.00000 4800.00| 150.00000 4500.00 RIGHT OF WAY MARKER | | | 0078 615-06505 22.000 EACH | 567.22000 12478.84| 585.00000 12870.00| 550.00000 12100.00 MONUMENT, B | | | 0079 616-02320 460.000 m2 | 2.18000 1002.80| 3.00000 1380.00| 3.00000 1380.00 GEOTEXTILES | | | 0080 616-06406 190.000 m2 | 10.62000 2017.80| 99.00000 18810.00| 140.00000 26600.00 RIPRAP, REVETMENT Fabric Formed | | | Concrete Mat | | | 0081 621-01004 3.000 EACH | 710.63000 2131.89| 650.00000 1950.00| 598.00000 1794.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0082 621-02770 560.000 m2 | 2.26000 1265.60| 2.00000 1120.00| 1.88000 1052.80 EROSION CONTROL BLANKET | | | 0083 621-02770 260.000 m2 | 2.23000 579.80| 3.00000 780.00| 1.88000 488.80 EROSION CONTROL BLANKET Scour Protectio | | | 0084 621-06559 16.000 m2 | 19.49000 311.84| 50.00000 800.00| 16.40000 262.40 MULCHED SEEDING, R | | | 0085 621-06575 10730.000 m2 | 3.70000 39701.00| 3.80000 40774.00| 3.11000 33370.30 SODDING, NURSERY | | | 0086 621-07109 LUMP | 16361.10000 16361.10| 15000.00000 15000.00| 60000.00000 60000.00 WATER PUMPING Temporary Pump Around | | | 0087 622-05650 6.000 EACH | 374.33000 2245.98| 350.00000 2100.00| 315.00000 1890.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm Malus "Spring Snow" | | | 0088 622-05650 15.000 EACH | 374.33000 5614.95| 340.00000 5100.00| 315.00000 4725.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm Pyrus calleryana | | | "Cleveland Select" | | | 0089 622-05650 9.000 EACH | 374.33000 3368.97| 340.00000 3060.00| 315.00000 2835.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm Syringa reticulata | | | "Ivory Silk" | | | 0090 628-09402 24.000 MOS | 1188.35000 28520.40| 1600.00000 38400.00| 2800.00000 67200.00 FIELD OFFICE, B | | | 0091 702-51863 1.000 EACH | 834.60000 834.60| 600.00000 600.00| 22.00000 22.00 FIELD DRILLED HOLE IN CONCRETE Manhole | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -7 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1461789 |( 3 ) 35-1151771 |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 702-90915 190.000 m3 | 327.02000 62133.80| 230.00000 43700.00| 300.00000 57000.00 CONCRETE, A Footings | | | 0093 702-94139 143.000 m3 | 719.17000 102841.31| 300.00000 42900.00| 650.00000 92950.00 CONCRETE, A, ABOVE FOOTINGS | | | 0094 703-51030 19620.000 kg | 2.02000 39632.40| 1.00000 19620.00| 1.71000 33550.20 REINFORCING STEEL | | | 0095 703-51032 5060.000 kg | 2.72000 13763.20| 1.00000 5060.00| 1.97000 9968.20 REINFORCING STEEL, EPOXY COATED | | | 0096 706-03872 52.000 m | 447.83000 23287.16| 540.00000 28080.00| 510.00000 26520.00 RAILING, ALUMINUM | | | 0097 706-06349 129.000 m | 569.27000 73435.83| 500.00000 64500.00| 472.48000 60949.92 RAILING, TX | | | 0098 709-51821 LUMP | 2876.98000 2876.98| 2800.00000 2800.00| 2421.00000 2421.00 SURFACE SEAL | | | 0099 714-02544 4.000 EACH | 15338.93000 61355.72| 15000.00000 60000.00| 3000.00000 12000.00 WINGWALL, PRECAST CONCRETE | | | 0100 714-06572 144.000 m | 4297.27000 618806.88| 3750.00000 540000.00| 3500.00000 504000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 2400 mm | | | 0101 715-02181 100.000 m | 119.01000 11901.00| 160.00000 16000.00| 170.00000 17000.00 SANITARY SEWER SERVICE ADJUSTMENT | | | 0102 715-04612 10.000 m | 96.54000 965.40| 250.00000 2500.00| 1000.00000 10000.00 PIPE , SANITARY SEWER, 100mm | | | 0103 715-04612 14.000 m | 1324.14000 18537.96| 980.00000 13720.00| 800.00000 11200.00 PIPE HDPE, 200mm, Directionally Drilled | | | 0104 715-05024 36.000 m | 205.93000 7413.48| 248.00000 8928.00| 200.00000 7200.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0105 715-05048 2430.000 m | 16.02000 38928.60| 24.00000 58320.00| 10.85000 26365.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0106 715-05147 10.000 m | 65.66000 656.60| 70.00000 700.00| 110.00000 1100.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0107 715-05149 840.000 m | 74.35000 62454.00| 153.00000 128520.00| 120.00000 100800.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0108 715-05151 74.000 m | 80.86000 5983.64| 162.00000 11988.00| 130.00000 9620.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0109 715-05152 140.000 m | 103.75000 14525.00| 166.00000 23240.00| 130.00000 18200.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0110 715-05153 210.000 m | 137.82000 28942.20| 180.00000 37800.00| 145.00000 30450.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -8 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1461789 |( 3 ) 35-1151771 |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 715-05154 110.000 m | 143.65000 15801.50| 193.00000 21230.00| 165.00000 18150.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0112 715-05155 260.000 m | 182.87000 47546.20| 208.00000 54080.00| 180.00000 46800.00 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0113 715-05156 170.000 m | 215.43000 36623.10| 219.00000 37230.00| 224.00000 38080.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0114 715-05168 16.000 m | 84.39000 1350.24| 153.00000 2448.00| 220.00000 3520.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0115 715-05408 93.000 m | 177.69000 16525.17| 120.00000 11160.00| 180.00000 16740.00 PIPE, SANITARY SEWER, 200 mm Ductile | | | Iron | | | 0116 715-05408 154.000 m | 122.19000 18817.26| 61.00000 9394.00| 100.00000 15400.00 PIPE, SANITARY SEWER, 200 mm PVC | | | 0117 715-05412 42.000 m | 237.12000 9959.04| 140.00000 5880.00| 100.00000 4200.00 PIPE, SANITARY SEWER, 375 mm | | | 0118 715-05711 10.000 m | 272.45000 2724.50| 68.00000 680.00| 260.00000 2600.00 PIPE, SANITARY SEWER, 150 mm | | | 0119 715-08305 66.000 Mg | 193.70000 12784.20| 175.00000 11550.00| 115.00000 7590.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0120 715-46000 4.000 EACH | 385.14000 1540.56| 500.00000 2000.00| 660.00000 2640.00 PIPE END SECTION, 300 mm | | | 0121 715-46030 1.000 EACH | 823.56000 823.56| 1200.00000 1200.00| 1000.00000 1000.00 PIPE END SECTION, 750 mm | | | 0122 715-92037 11.000 m | 57.74000 635.14| 230.00000 2530.00| 78.00000 858.00 PIPE, PVC, 100 mm Weep Drains | | | 0123 715-95885 9.000 EACH | 903.03000 8127.27| 1330.00000 11970.00| 1400.00000 12600.00 GATE AND VALVE BOX, 150 mm 150mm, Non | | | Participating | | | 0124 715-98265 3.000 m | 665.98000 1997.94| 250.00000 750.00| 800.00000 2400.00 WATER MAIN, DUCTILE IRON, 100 mm ,Non | | | Participating | | | 0125 718-06532 1000.000 m | 5.88000 5880.00| 3.00000 3000.00| 4.45000 4450.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0126 718-52610 513.000 m3 | 35.75000 18339.75| 33.00000 16929.00| 41.15000 21109.95 AGGREGATE FOR UNDERDRAINS | | | 0127 718-99153 5200.000 m2 | 1.22000 6344.00| 2.50000 13000.00| 1.90000 9880.00 GEOTEXTILES FOR UNDERDRAIN | | | 0128 720-01092 14.000 EACH | 3298.91000 46184.74| 2900.00000 40600.00| 4000.00000 56000.00 MANHOLE, J15, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -9 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1461789 |( 3 ) 35-1151771 |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0129 720-03194 1.000 EACH | 1862.80000 1862.80| 1700.00000 1700.00| 2200.00000 2200.00 MANHOLE , C7 | | | 0130 720-03194 4.000 EACH | 1725.62000 6902.48| 1200.00000 4800.00| 2600.00000 10400.00 MANHOLE , SANITARY | | | 0131 720-08658 2.000 EACH | 2872.55000 5745.10| 2450.00000 4900.00| 3600.00000 7200.00 MANHOLE, J5 | | | 0132 720-44000 14.000 EACH | 288.44000 4038.16| 500.00000 7000.00| 500.00000 7000.00 CASTING, ADJUST TO GRADE | | | 0133 720-45005 1.000 EACH | 1350.79000 1350.79| 1280.00000 1280.00| 1800.00000 1800.00 INLET, A2 | | | 0134 720-45030 5.000 EACH | 1440.34000 7201.70| 1050.00000 5250.00| 1500.00000 7500.00 INLET, E7 | | | 0135 720-45041 1.000 EACH | 1697.90000 1697.90| 1850.00000 1850.00| 1800.00000 1800.00 INLET, H5 Modified | | | 0136 720-45045 17.000 EACH | 1440.74000 24492.58| 1380.00000 23460.00| 1800.00000 30600.00 INLET, J10 | | | 0137 720-45055 20.000 EACH | 1175.79000 23515.80| 1370.00000 27400.00| 1800.00000 36000.00 INLET, M10 | | | 0138 720-45075 1.000 EACH | 1719.44000 1719.44| 1500.00000 1500.00| 2000.00000 2000.00 INLET, R13 | | | 0139 720-45080 1.000 EACH | 1991.42000 1991.42| 1030.00000 1030.00| 2200.00000 2200.00 INLET, S14 | | | 0140 720-45270 26.000 EACH | 582.94000 15156.44| 1450.00000 37700.00| 1200.00000 31200.00 PIPE CATCH BASIN, 450 mm | | | 0141 720-45410 6.000 EACH | 1579.06000 9474.36| 1560.00000 9360.00| 2600.00000 15600.00 MANHOLE, C4 | | | 0142 720-94612 3.000 EACH | 2978.64000 8935.92| 4000.00000 12000.00| 3600.00000 10800.00 MANHOLE, K4 | | | 0143 720-95422 7.000 EACH | 2361.62000 16531.34| 2300.00000 16100.00| 3600.00000 25200.00 MANHOLE, J4 | | | 0144 720-98174 9.000 EACH | 2092.43000 18831.87| 2120.00000 19080.00| 2400.00000 21600.00 INLET, B15 | | | 0145 720-98555 13.000 EACH | 2089.98000 27169.74| 2160.00000 28080.00| 2400.00000 31200.00 INLET, C15 | | | 0146 732-02745 9.000 EACH | 1227.02000 11043.18| 1340.00000 12060.00| 1800.00000 16200.00 GATE VALVE AND BOX, 200 mm Non | | | Participating | | | 0147 732-04749 33.000 m | 2472.64000 81597.12| 1640.00000 54120.00| 1944.07000 64154.31 CASING 1050 mm, Bored | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -10 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1461789 |( 3 ) 35-1151771 |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0148 732-04749 40.000 m | 1016.64000 40665.60| 900.00000 36000.00| 775.37000 31014.80 CASING 450 mm, Bored | | | 0149 732-04836 2.000 EACH | 1923.11000 3846.22| 2200.00000 4400.00| 2800.00000 5600.00 GATE VALVE , AND BOX, 300mm, Non | | | Participating | | | 0150 732-08420 28.000 m2 | 344.20000 9637.60| 350.00000 9800.00| 325.00000 9100.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0151 732-91738 120.000 m | 112.91000 13549.20| 94.00000 11280.00| 170.00000 20400.00 WATER MAIN, DUCTILE IRON, 150 mm Non | | | Participating | | | 0152 732-91739 610.000 m | 106.20000 64782.00| 100.00000 61000.00| 170.00000 103700.00 WATER MAIN, DUCTILE IRON, 200 mm Non | | | Participating | | | 0153 732-91742 5.000 EACH | 2386.94000 11934.70| 3600.00000 18000.00| 3300.00000 16500.00 FIRE HYDRANT Non Participating | | | 0154 732-94780 13.000 EACH | 846.30000 11001.90| 1244.00000 16172.00| 1500.00000 19500.00 WATER SERVICE CONNECTION 19 mm | | | 0155 732-94780 3.000 EACH | 1409.95000 4229.85| 2567.00000 7701.00| 1900.00000 5700.00 WATER SERVICE CONNECTION 25 mm | | | 0156 732-96670 116.000 m | 171.85000 19934.60| 172.00000 19952.00| 278.00000 32248.00 WATER MAIN, DUCTILE IRON, 300 mm Non | | | Participating | | | 0157 732-97009 4.000 EACH | 347.88000 1391.52| 500.00000 2000.00| 600.00000 2400.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0158 801-03290 6.000 EACH | 320.86000 1925.16| 220.00000 1320.00| 220.00000 1320.00 CONSTRUCTION SIGN, C | | | 0159 801-04308 19.000 EACH | 463.45000 8805.55| 400.00000 7600.00| 385.00000 7315.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0160 801-06203 910.000 m | 3.27000 2975.70| 1.50000 1365.00| 3.00000 2730.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0161 801-06207 230.000 m | 5.88000 1352.40| 4.00000 920.00| 3.00000 690.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0162 801-06625 23.000 EACH | 136.66000 3143.18| 220.00000 5060.00| 155.00000 3565.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0163 801-06640 7.000 EACH | 190.14000 1330.98| 350.00000 2450.00| 230.00000 1610.00 CONSTRUCTION SIGN, A | | | 0164 801-06775 LUMP | 47533.84000 47533.84| 48000.00000 48000.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -11 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1461789 |( 3 ) 35-1151771 |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 801-07118 12.000 m | 85.86000 1030.32| 70.00000 840.00| 90.00000 1080.00 BARRICADE, III-A | | | 0166 801-07119 43.000 m | 97.74000 4202.82| 80.00000 3440.00| 95.00000 4085.00 BARRICADE, III-B | | | 0167 802-05701 190.000 m | 55.85000 10611.50| 66.00000 12540.00| 62.50000 11875.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0168 802-76025 31.000 m2 | 255.49000 7920.19| 230.00000 7130.00| 215.50000 6680.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0169 802-76025 1.000 m2 | 297.09000 297.09| 300.00000 300.00| 215.50000 215.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS End of | | | Roadway Marker | | | 0170 802-76035 3.000 m2 | 273.32000 819.96| 250.00000 750.00| 225.50000 676.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0171 808-03439 20.000 m | 13.96000 279.20| 17.00000 340.00| 11.75000 235.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0172 808-06703 430.000 m | 1.49000 640.70| 1.10000 473.00| 1.25000 537.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0173 808-75245 1960.000 m | 1.31000 2567.60| 1.10000 2156.00| 1.10000 2156.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0174 808-75297 63.000 m | 13.96000 879.48| 18.00000 1134.00| 11.75000 740.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0175 808-75300 350.000 m | 3.51000 1228.50| 4.00000 1400.00| 2.95000 1032.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0176 808-75320 3.000 EACH | 89.13000 267.39| 80.00000 240.00| 75.00000 225.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0177 808-75325 3.000 EACH | 127.75000 383.25| 150.00000 450.00| 107.50000 322.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0178 808-75340 2.000 EACH | 297.09000 594.18| 600.00000 1200.00| 250.00000 500.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -12 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1461789 |( 3 ) 35-1151771 |SUNESIS CONSTRUCTION COMPANY |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0179 808-75998 50.000 EACH | 59.71000 2985.50| 55.00000 2750.00| 39.95000 1997.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 5,080,256.16| $ 5,304,674.00| $ 5,621,626.23 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,080,256.16| $ 5,304,674.00| $ 5,621,626.23 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -13 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1698047 |( 5 ) 35-1212938 |( 6 ) 35-0918397 |GRADEX INC |ATLAS EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 68500.00000 68500.00| 43200.00000 43200.00| 84470.38000 84470.38 CONSTRUCTION ENGINEERING | | | 0002 105-06899 3.000 EACH | 150.00000 450.00| 100.00000 300.00| 113.27000 339.81 RADIO | | | 0003 105-08520 3.000 EACH | 150.00000 450.00| 100.00000 300.00| 113.27000 339.81 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 72.000 MOS | 125.00000 9000.00| 100.00000 7200.00| 113.27000 8155.44 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 72.000 MOS | 100.00000 7200.00| 50.00000 3600.00| 113.27000 8155.44 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 109-08440 1.000 DOL | 1.00000 1.00| 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| 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 | | | 0013 110-01001 LUMP | 283000.00000 283000.00| 276819.80000 276819.80| 318246.10000 318246.10 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 102000.00000 102000.00| 110000.00000 110000.00| 102000.00000 102000.00 CLEARING RIGHT OF WAY | | | 0015 202-02240 800.000 m2 | 19.00000 15200.00| 10.00000 8000.00| 19.00000 15200.00 PAVEMENT REMOVAL | | | 0016 202-02240 70.000 m2 | 27.00000 1890.00| 10.00000 700.00| 27.00000 1890.00 PAVEMENT REMOVAL Non-participating | | | 0017 202-02245 2.000 EACH | 350.00000 700.00| 150.00000 300.00| 350.00000 700.00 TREE, 150 mm, REMOVE | | | 0018 202-02250 2.000 EACH | 575.00000 1150.00| 250.00000 500.00| 575.00000 1150.00 TREE, 250 mm, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -14 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1698047 |( 5 ) 35-1212938 |( 6 ) 35-0918397 |GRADEX INC |ATLAS EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-02255 4.000 EACH | 675.00000 2700.00| 450.00000 1800.00| 675.00000 2700.00 TREE, 460 mm, REMOVE | | | 0020 202-02271 6.000 EACH | 900.00000 5400.00| 400.00000 2400.00| 900.00000 5400.00 HEADWALL, REMOVE | | | 0021 202-02278 2780.000 m | 15.00000 41700.00| 15.00000 41700.00| 15.00000 41700.00 CURB, CONCRETE, REMOVE | | | 0022 202-51330 LUMP | 14000.00000 14000.00| 22000.00000 22000.00| 23699.10000 23699.10 PRESENT STRUCTURE, REMOVE | | | 0023 202-51330 LUMP | 14000.00000 14000.00| 25000.00000 25000.00| 23699.10000 23699.10 PRESENT STRUCTURE, REMOVE Combined | | | Sewer Overflow | | | 0024 202-91385 13.000 EACH | 450.00000 5850.00| 430.00000 5590.00| 450.00000 5850.00 INLET, REMOVE | | | 0025 202-93047 4.000 EACH | 600.00000 2400.00| 430.00000 1720.00| 600.00000 2400.00 MANHOLE, REMOVE | | | 0026 202-96133 160.000 m | 62.00000 9920.00| 150.00000 24000.00| 62.00000 9920.00 PIPE, REMOVE | | | 0027 202-96133 90.000 m | 86.00000 7740.00| 140.00000 12600.00| 86.00000 7740.00 PIPE, REMOVE Boiler Plate | | | 0028 203-02000 8670.000 m3 | 20.55000 178168.50| 30.00000 260100.00| 32.00000 277440.00 EXCAVATION, COMMON | | | 0029 203-02070 780.000 m3 | 3.00000 2340.00| 0.01000 7.80| 3.00000 2340.00 BORROW | | | 0030 203-51223 2840.000 m3 | 11.50000 32660.00| 15.00000 42600.00| 11.50000 32660.00 EXCAVATION, WATERWAY | | | 0031 205-03371 333.000 m3 | 15.00000 4995.00| 10.00000 3330.00| 15.00000 4995.00 SEDIMENT REMOVE | | | 0032 205-06933 32.000 EACH | 95.00000 3040.00| 200.00000 6400.00| 95.00000 3040.00 TEMPORARY DITCH INLET PROTECTION | | | 0033 205-06934 16.000 Mg | 547.00000 8752.00| 420.00000 6720.00| 547.00000 8752.00 TEMPORARY MULCHING Seeding, R | | | 0034 205-06937 510.000 m | 4.23000 2157.30| 5.00000 2550.00| 14.10000 7191.00 TEMPORARY SILT FENCE | | | 0035 207-08267 3570.000 m2 | 7.65000 27310.50| 9.00000 32130.00| 7.65000 27310.50 SUBGRADE TREATMENT, TYPE IIIA | | | 0036 207-08268 16220.000 m2 | 14.85000 240867.00| 15.00000 243300.00| 14.85000 240867.00 SUBGRADE TREATMENT, TYPE IV | | | 0037 211-02050 51.000 m3 | 36.00000 1836.00| 28.00000 1428.00| 36.00000 1836.00 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -15 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1698047 |( 5 ) 35-1212938 |( 6 ) 35-0918397 |GRADEX INC |ATLAS EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 211-09264 4380.000 m3 | 25.00000 109500.00| 28.00000 122640.00| 25.00000 109500.00 STRUCTURE BACKFILL, TYPE 1 | | | 0039 211-09265 14420.000 m3 | 39.50000 569590.00| 32.00000 461440.00| 39.50000 569590.00 STRUCTURE BACKFILL, TYPE 2 Type 2 | | | 0040 211-09266 428.000 m3 | 31.00000 13268.00| 32.00000 13696.00| 31.00000 13268.00 STRUCTURE BACKFILL, TYPE 3 | | | 0041 211-09267 270.000 m3 | 103.00000 27810.00| 85.00000 22950.00| 103.00000 27810.00 STRUCTURE BACKFILL, TYPE 4 | | | 0042 211-09267 1150.000 m3 | 103.00000 118450.00| 85.00000 97750.00| 103.00000 118450.00 STRUCTURE BACKFILL, TYPE 4 Non | | | Participating | | | 0043 211-09268 160.000 m3 | 110.00000 17600.00| 88.00000 14080.00| 110.00000 17600.00 STRUCTURE BACKFILL, TYPE 5 | | | 0044 301-07448 1650.000 Mg | 20.00000 33000.00| 26.00000 42900.00| 20.40000 33660.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0045 303-02051 227.000 Mg | 25.00000 5675.00| 28.00000 6356.00| 70.46000 15994.42 STONE, 2 | | | 0046 303-07449 314.000 Mg | 25.00000 7850.00| 30.00000 9420.00| 49.86000 15656.04 COMPACTED AGGREGATE, NO. 73 Surface | | | 0047 303-97820 75.000 Mg | 30.00000 2250.00| 40.00000 3000.00| 37.00000 2775.00 AGGREGATE, 8 Coarse For Weep Drains | | | 0048 304-07493 10.000 Mg | 119.00000 1190.00| 110.00000 1100.00| 99.00000 990.00 WIDENING WITH HMA, TYPE B | | | 0049 306-08036 170.000 m2 | 20.00000 3400.00| 15.00000 2550.00| 3.50000 595.00 MILLING, ASPHALT, 50 mm | | | 0050 401-07333 1140.000 Mg | 90.00000 102600.00| 89.00000 101460.00| 103.00000 117420.00 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0051 401-07402 1890.000 Mg | 75.00000 141750.00| 71.00000 134190.00| 77.00000 145530.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0052 401-07423 4850.000 Mg | 59.00000 286150.00| 62.00000 300700.00| 64.00000 310400.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0053 401-08333 1750.000 Mg | 72.00000 126000.00| 74.00000 129500.00| 76.00000 133000.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0054 406-05520 16.000 Mg | 620.00000 9920.00| 500.00000 8000.00| 560.00000 8960.00 ASPHALT FOR TACK COAT | | | 0055 601-07009 2.000 EACH | 8600.00000 17200.00| 8600.00000 17200.00| 8600.00000 17200.00 IMPACT ATTENUATOR, LS, W1, TL-1 70 km/h | | | 0056 603-04099 3.000 EACH | 975.00000 2925.00| 650.00000 1950.00| 975.00000 2925.00 PIPE BOLLARD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -16 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1698047 |( 5 ) 35-1212938 |( 6 ) 35-0918397 |GRADEX INC |ATLAS EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 603-91304 20.000 m | 135.00000 2700.00| 40.00000 800.00| 135.00000 2700.00 FENCE, WOOD, RESET , AND REMOVE | | | 0058 604-07483 420.000 Mg | 115.00000 48300.00| 90.00000 37800.00| 99.00000 41580.00 HMA FOR SIDEWALK Type B | | | 0059 604-07897 25.000 m2 | 100.00000 2500.00| 202.00000 5050.00| 140.00000 3500.00 CURB RAMP, CONCRETE, C | | | 0060 604-07900 123.000 m2 | 160.00000 19680.00| 202.00000 24846.00| 140.00000 17220.00 CURB RAMP, CONCRETE, F | | | 0061 604-07900 132.000 m2 | 160.00000 21120.00| 202.00000 26664.00| 140.00000 18480.00 CURB RAMP, CONCRETE, F Modified | | | 0062 604-07901 46.000 m2 | 125.00000 5750.00| 202.00000 9292.00| 140.00000 6440.00 CURB RAMP, CONCRETE, G | | | 0063 604-07902 6.000 m2 | 140.00000 840.00| 202.00000 1212.00| 140.00000 840.00 CURB RAMP, CONCRETE, H | | | 0064 604-07902 11.000 m2 | 150.00000 1650.00| 202.00000 2222.00| 140.00000 1540.00 CURB RAMP, CONCRETE, H Modified | | | 0065 604-07903 65.000 m2 | 100.00000 6500.00| 190.00000 12350.00| 140.00000 9100.00 CURB RAMP, CONCRETE, K | | | 0066 604-44251 4.000 m3 | 600.00000 2400.00| 1400.00000 5600.00| 2500.00000 10000.00 STEPS, CONCRETE | | | 0067 604-91531 2260.000 m2 | 39.00000 88140.00| 38.00000 85880.00| 48.00000 108480.00 SIDEWALK, CONCRETE, 100 mm | | | 0068 604-91531 170.000 m2 | 76.00000 12920.00| 65.00000 11050.00| 58.00000 9860.00 SIDEWALK, CONCRETE, 100 mm Curb Face | | | 0069 605-06120 140.000 m | 95.00000 13300.00| 65.00000 9100.00| 108.00000 15120.00 CURB, CONCRETE Barrier | | | 0070 605-06140 250.000 m | 50.00000 12500.00| 65.00000 16250.00| 68.00000 17000.00 CURB AND GUTTER, CONCRETE 785 mm | | | 0071 605-06150 2530.000 m | 52.50000 132825.00| 58.00000 146740.00| 38.00000 96140.00 CURB AND GUTTER, C, CONCRETE | | | 0072 610-07487 420.000 Mg | 113.00000 47460.00| 140.00000 58800.00| 99.00000 41580.00 HMA FOR APPROACHES, TYPE B | | | 0073 610-07712 790.000 m2 | 70.00000 55300.00| 48.00000 37920.00| 77.00000 60830.00 PCCP FOR APPROACHES, 150 mm | | | 0074 610-09108 1380.000 m2 | 75.00000 103500.00| 58.00000 80040.00| 88.00000 121440.00 PCCP FOR APPROACHES, 225 mm | | | 0075 611-06497 3.000 EACH | 175.00000 525.00| 175.00000 525.00| 175.00000 525.00 MAILBOX ASSEMBLY, SINGLE | | | 0076 611-06498 2.000 EACH | 195.00000 390.00| 195.00000 390.00| 195.00000 390.00 MAILBOX ASSEMBLY, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -17 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1698047 |( 5 ) 35-1212938 |( 6 ) 35-0918397 |GRADEX INC |ATLAS EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 615-06490 30.000 EACH | 150.00000 4500.00| 150.00000 4500.00| 150.00000 4500.00 RIGHT OF WAY MARKER | | | 0078 615-06505 22.000 EACH | 550.00000 12100.00| 550.00000 12100.00| 550.00000 12100.00 MONUMENT, B | | | 0079 616-02320 460.000 m2 | 1.78000 818.80| 3.25000 1495.00| 1.78000 818.80 GEOTEXTILES | | | 0080 616-06406 190.000 m2 | 90.00000 17100.00| 44.95000 8540.50| 90.00000 17100.00 RIPRAP, REVETMENT Fabric Formed | | | Concrete Mat | | | 0081 621-01004 3.000 EACH | 598.00000 1794.00| 525.00000 1575.00| 598.00000 1794.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0082 621-02770 560.000 m2 | 1.88000 1052.80| 2.65000 1484.00| 1.88000 1052.80 EROSION CONTROL BLANKET | | | 0083 621-02770 260.000 m2 | 1.88000 488.80| 3.20000 832.00| 1.88000 488.80 EROSION CONTROL BLANKET Scour Protectio | | | 0084 621-06559 16.000 m2 | 16.40000 262.40| 19.00000 304.00| 16.40000 262.40 MULCHED SEEDING, R | | | 0085 621-06575 10730.000 m2 | 3.60000 38628.00| 3.28000 35194.40| 3.61000 38735.30 SODDING, NURSERY | | | 0086 621-07109 LUMP | 74500.00000 74500.00| 8500.00000 8500.00| 74500.00000 74500.00 WATER PUMPING Temporary Pump Around | | | 0087 622-05650 6.000 EACH | 315.00000 1890.00| 285.00000 1710.00| 315.00000 1890.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm Malus "Spring Snow" | | | 0088 622-05650 15.000 EACH | 315.00000 4725.00| 310.00000 4650.00| 315.00000 4725.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm Pyrus calleryana | | | "Cleveland Select" | | | 0089 622-05650 9.000 EACH | 315.00000 2835.00| 455.00000 4095.00| 315.00000 2835.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm Syringa reticulata | | | "Ivory Silk" | | | 0090 628-09402 24.000 MOS | 2000.00000 48000.00| 3000.00000 72000.00| 2492.04000 59808.96 FIELD OFFICE, B | | | 0091 702-51863 1.000 EACH | 1500.00000 1500.00| 300.00000 300.00| 350.00000 350.00 FIELD DRILLED HOLE IN CONCRETE Manhole | | | 0092 702-90915 190.000 m3 | 441.00000 83790.00| 350.00000 66500.00| 800.00000 152000.00 CONCRETE, A Footings | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -18 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1698047 |( 5 ) 35-1212938 |( 6 ) 35-0918397 |GRADEX INC |ATLAS EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 702-94139 143.000 m3 | 537.00000 76791.00| 350.00000 50050.00| 800.00000 114400.00 CONCRETE, A, ABOVE FOOTINGS | | | 0094 703-51030 19620.000 kg | 2.01000 39436.20| 0.88000 17265.60| 1.00000 19620.00 REINFORCING STEEL | | | 0095 703-51032 5060.000 kg | 2.27000 11486.20| 1.05000 5313.00| 1.36000 6881.60 REINFORCING STEEL, EPOXY COATED | | | 0096 706-03872 52.000 m | 510.00000 26520.00| 510.00000 26520.00| 510.00000 26520.00 RAILING, ALUMINUM | | | 0097 706-06349 129.000 m | 343.00000 44247.00| 100.00000 12900.00| 472.48000 60949.92 RAILING, TX | | | 0098 709-51821 LUMP | 5000.00000 5000.00| 3000.00000 3000.00| 2421.00000 2421.00 SURFACE SEAL | | | 0099 714-02544 4.000 EACH | 13000.00000 52000.00| 16500.00000 66000.00| 13000.00000 52000.00 WINGWALL, PRECAST CONCRETE | | | 0100 714-06572 144.000 m | 4175.00000 601200.00| 4800.00000 691200.00| 4175.00000 601200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 2400 mm | | | 0101 715-02181 100.000 m | 138.00000 13800.00| 200.00000 20000.00| 138.00000 13800.00 SANITARY SEWER SERVICE ADJUSTMENT | | | 0102 715-04612 10.000 m | 128.00000 1280.00| 240.00000 2400.00| 128.00000 1280.00 PIPE , SANITARY SEWER, 100mm | | | 0103 715-04612 14.000 m | 750.00000 10500.00| 350.00000 4900.00| 500.00000 7000.00 PIPE HDPE, 200mm, Directionally Drilled | | | 0104 715-05024 36.000 m | 260.00000 9360.00| 400.00000 14400.00| 260.00000 9360.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0105 715-05048 2430.000 m | 18.00000 43740.00| 10.00000 24300.00| 18.00000 43740.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0106 715-05147 10.000 m | 13.75000 137.50| 365.00000 3650.00| 13.75000 137.50 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0107 715-05149 840.000 m | 100.00000 84000.00| 175.00000 147000.00| 100.00000 84000.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0108 715-05151 74.000 m | 105.00000 7770.00| 190.00000 14060.00| 105.00000 7770.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0109 715-05152 140.000 m | 120.00000 16800.00| 190.00000 26600.00| 120.00000 16800.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0110 715-05153 210.000 m | 150.00000 31500.00| 175.00000 36750.00| 150.00000 31500.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0111 715-05154 110.000 m | 175.00000 19250.00| 260.00000 28600.00| 175.00000 19250.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -19 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1698047 |( 5 ) 35-1212938 |( 6 ) 35-0918397 |GRADEX INC |ATLAS EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0112 715-05155 260.000 m | 195.00000 50700.00| 250.00000 65000.00| 195.00000 50700.00 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0113 715-05156 170.000 m | 195.00000 33150.00| 315.00000 53550.00| 195.00000 33150.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0114 715-05168 16.000 m | 100.00000 1600.00| 190.00000 3040.00| 100.00000 1600.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0115 715-05408 93.000 m | 203.00000 18879.00| 240.00000 22320.00| 203.00000 18879.00 PIPE, SANITARY SEWER, 200 mm Ductile | | | Iron | | | 0116 715-05408 154.000 m | 171.00000 26334.00| 170.00000 26180.00| 171.00000 26334.00 PIPE, SANITARY SEWER, 200 mm PVC | | | 0117 715-05412 42.000 m | 238.00000 9996.00| 315.00000 13230.00| 238.00000 9996.00 PIPE, SANITARY SEWER, 375 mm | | | 0118 715-05711 10.000 m | 145.00000 1450.00| 300.00000 3000.00| 145.00000 1450.00 PIPE, SANITARY SEWER, 150 mm | | | 0119 715-08305 66.000 Mg | 56.00000 3696.00| 225.00000 14850.00| 99.00000 6534.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0120 715-46000 4.000 EACH | 562.00000 2248.00| 600.00000 2400.00| 562.00000 2248.00 PIPE END SECTION, 300 mm | | | 0121 715-46030 1.000 EACH | 1200.00000 1200.00| 800.00000 800.00| 1200.00000 1200.00 PIPE END SECTION, 750 mm | | | 0122 715-92037 11.000 m | 44.00000 484.00| 60.00000 660.00| 44.00000 484.00 PIPE, PVC, 100 mm Weep Drains | | | 0123 715-95885 9.000 EACH | 1100.00000 9900.00| 1100.00000 9900.00| 1100.00000 9900.00 GATE AND VALVE BOX, 150 mm 150mm, Non | | | Participating | | | 0124 715-98265 3.000 m | 195.00000 585.00| 2000.00000 6000.00| 195.00000 585.00 WATER MAIN, DUCTILE IRON, 100 mm ,Non | | | Participating | | | 0125 718-06532 1000.000 m | 3.40000 3400.00| 4.45000 4450.00| 3.40000 3400.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0126 718-52610 513.000 m3 | 42.00000 21546.00| 41.15000 21109.95| 42.00000 21546.00 AGGREGATE FOR UNDERDRAINS | | | 0127 718-99153 5200.000 m2 | 1.20000 6240.00| 1.90000 9880.00| 1.20000 6240.00 GEOTEXTILES FOR UNDERDRAIN | | | 0128 720-01092 14.000 EACH | 3100.00000 43400.00| 5000.00000 70000.00| 3100.00000 43400.00 MANHOLE, J15, MODIFIED | | | 0129 720-03194 1.000 EACH | 1700.00000 1700.00| 2500.00000 2500.00| 1700.00000 1700.00 MANHOLE , C7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -20 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1698047 |( 5 ) 35-1212938 |( 6 ) 35-0918397 |GRADEX INC |ATLAS EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 720-03194 4.000 EACH | 1800.00000 7200.00| 2600.00000 10400.00| 1800.00000 7200.00 MANHOLE , SANITARY | | | 0131 720-08658 2.000 EACH | 3000.00000 6000.00| 4500.00000 9000.00| 3000.00000 6000.00 MANHOLE, J5 | | | 0132 720-44000 14.000 EACH | 700.00000 9800.00| 600.00000 8400.00| 700.00000 9800.00 CASTING, ADJUST TO GRADE | | | 0133 720-45005 1.000 EACH | 1200.00000 1200.00| 1900.00000 1900.00| 1200.00000 1200.00 INLET, A2 | | | 0134 720-45030 5.000 EACH | 1300.00000 6500.00| 2000.00000 10000.00| 1300.00000 6500.00 INLET, E7 | | | 0135 720-45041 1.000 EACH | 2100.00000 2100.00| 2000.00000 2000.00| 2100.00000 2100.00 INLET, H5 Modified | | | 0136 720-45045 17.000 EACH | 1300.00000 22100.00| 1800.00000 30600.00| 1300.00000 22100.00 INLET, J10 | | | 0137 720-45055 20.000 EACH | 1325.00000 26500.00| 1800.00000 36000.00| 1325.00000 26500.00 INLET, M10 | | | 0138 720-45075 1.000 EACH | 2100.00000 2100.00| 2000.00000 2000.00| 2100.00000 2100.00 INLET, R13 | | | 0139 720-45080 1.000 EACH | 2200.00000 2200.00| 2200.00000 2200.00| 2200.00000 2200.00 INLET, S14 | | | 0140 720-45270 26.000 EACH | 1100.00000 28600.00| 2000.00000 52000.00| 1100.00000 28600.00 PIPE CATCH BASIN, 450 mm | | | 0141 720-45410 6.000 EACH | 1900.00000 11400.00| 3600.00000 21600.00| 1900.00000 11400.00 MANHOLE, C4 | | | 0142 720-94612 3.000 EACH | 3800.00000 11400.00| 5000.00000 15000.00| 3800.00000 11400.00 MANHOLE, K4 | | | 0143 720-95422 7.000 EACH | 3300.00000 23100.00| 4000.00000 28000.00| 3300.00000 23100.00 MANHOLE, J4 | | | 0144 720-98174 9.000 EACH | 1900.00000 17100.00| 2800.00000 25200.00| 1900.00000 17100.00 INLET, B15 | | | 0145 720-98555 13.000 EACH | 1550.00000 20150.00| 2800.00000 36400.00| 1550.00000 20150.00 INLET, C15 | | | 0146 732-02745 9.000 EACH | 1300.00000 11700.00| 2200.00000 19800.00| 1300.00000 11700.00 GATE VALVE AND BOX, 200 mm Non | | | Participating | | | 0147 732-04749 33.000 m | 1900.00000 62700.00| 2300.00000 75900.00| 1893.00000 62469.00 CASING 1050 mm, Bored | | | 0148 732-04749 40.000 m | 750.00000 30000.00| 1100.00000 44000.00| 755.00000 30200.00 CASING 450 mm, Bored | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -21 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1698047 |( 5 ) 35-1212938 |( 6 ) 35-0918397 |GRADEX INC |ATLAS EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0149 732-04836 2.000 EACH | 2300.00000 4600.00| 2700.00000 5400.00| 2300.00000 4600.00 GATE VALVE , AND BOX, 300mm, Non | | | Participating | | | 0150 732-08420 28.000 m2 | 300.00000 8400.00| 270.00000 7560.00| 485.22000 13586.16 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0151 732-91738 120.000 m | 125.00000 15000.00| 220.00000 26400.00| 125.00000 15000.00 WATER MAIN, DUCTILE IRON, 150 mm Non | | | Participating | | | 0152 732-91739 610.000 m | 138.00000 84180.00| 175.00000 106750.00| 138.00000 84180.00 WATER MAIN, DUCTILE IRON, 200 mm Non | | | Participating | | | 0153 732-91742 5.000 EACH | 3200.00000 16000.00| 4500.00000 22500.00| 3200.00000 16000.00 FIRE HYDRANT Non Participating | | | 0154 732-94780 13.000 EACH | 3100.00000 40300.00| 1600.00000 20800.00| 3100.00000 40300.00 WATER SERVICE CONNECTION 19 mm | | | 0155 732-94780 3.000 EACH | 3800.00000 11400.00| 1600.00000 4800.00| 3800.00000 11400.00 WATER SERVICE CONNECTION 25 mm | | | 0156 732-96670 116.000 m | 191.00000 22156.00| 280.00000 32480.00| 191.00000 22156.00 WATER MAIN, DUCTILE IRON, 300 mm Non | | | Participating | | | 0157 732-97009 4.000 EACH | 2700.00000 10800.00| 240.00000 960.00| 2700.00000 10800.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0158 801-03290 6.000 EACH | 175.00000 1050.00| 220.00000 1320.00| 220.00000 1320.00 CONSTRUCTION SIGN, C | | | 0159 801-04308 19.000 EACH | 420.00000 7980.00| 385.00000 7315.00| 385.00000 7315.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0160 801-06203 910.000 m | 2.50000 2275.00| 3.00000 2730.00| 1.64000 1492.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0161 801-06207 230.000 m | 6.50000 1495.00| 3.00000 690.00| 3.61000 830.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0162 801-06625 23.000 EACH | 89.00000 2047.00| 155.00000 3565.00| 155.00000 3565.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0163 801-06640 7.000 EACH | 165.00000 1155.00| 230.00000 1610.00| 230.00000 1610.00 CONSTRUCTION SIGN, A | | | 0164 801-06775 LUMP | 208200.00000 208200.00| 595.00000 595.00| 77043.87000 77043.87 MAINTAINING TRAFFIC | | | 0165 801-07118 12.000 m | 46.78000 561.36| 90.00000 1080.00| 90.00000 1080.00 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -22 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1698047 |( 5 ) 35-1212938 |( 6 ) 35-0918397 |GRADEX INC |ATLAS EXCAVATING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0166 801-07119 43.000 m | 42.57000 1830.51| 95.00000 4085.00| 95.00000 4085.00 BARRICADE, III-B | | | 0167 802-05701 190.000 m | 62.50000 11875.00| 62.50000 11875.00| 62.50000 11875.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0168 802-76025 31.000 m2 | 215.50000 6680.50| 215.50000 6680.50| 215.50000 6680.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0169 802-76025 1.000 m2 | 215.50000 215.50| 215.50000 215.50| 215.50000 215.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS End of | | | Roadway Marker | | | 0170 802-76035 3.000 m2 | 225.50000 676.50| 225.50000 676.50| 225.50000 676.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0171 808-03439 20.000 m | 16.37000 327.40| 11.75000 235.00| 11.75000 235.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0172 808-06703 430.000 m | 2.12000 911.60| 1.25000 537.50| 1.25000 537.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0173 808-75245 1960.000 m | 2.12000 4155.20| 1.10000 2156.00| 1.10000 2156.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0174 808-75297 63.000 m | 12.91000 813.33| 11.75000 740.25| 11.75000 740.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0175 808-75300 350.000 m | 6.40000 2240.00| 2.95000 1032.50| 2.95000 1032.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0176 808-75320 3.000 EACH | 65.00000 195.00| 75.00000 225.00| 75.00000 225.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0177 808-75325 3.000 EACH | 65.00000 195.00| 107.50000 322.50| 107.60000 322.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0178 808-75340 2.000 EACH | 260.00000 520.00| 250.00000 500.00| 250.00000 500.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0179 808-75998 50.000 EACH | 55.04000 2752.00| 39.95000 1997.50| 50.25000 2512.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 5,667,958.90| $ 5,705,507.80| $ 5,891,111.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,667,958.90| $ 5,705,507.80| $ 5,891,111.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -23 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-1609544 |( 9 ) 35-1357381 |CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 150000.00000 150000.00| 49437.00000 49437.00| 75000.00000 75000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 3.000 EACH | 150.00000 450.00| 318.13000 954.39| 1600.00000 4800.00 RADIO | | | 0003 105-08520 3.000 EACH | 250.00000 750.00| 364.38000 1093.14| 330.00000 990.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 72.000 MOS | 75.00000 5400.00| 75.60000 5443.20| 190.00000 13680.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 72.000 MOS | 50.00000 3600.00| 64.80000 4665.60| 170.00000 12240.00 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 109-08440 1.000 DOL | 1.00000 1.00| 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| 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 | | | 0013 110-01001 LUMP | 290000.00000 290000.00| 328321.03000 328321.03| 365000.00000 365000.00 MOBILIZATION AND DEMOBILIZATION | | | 0014 201-52370 LUMP | 100000.00000 100000.00| 5525.10000 5525.10| 80000.00000 80000.00 CLEARING RIGHT OF WAY | | | 0015 202-02240 800.000 m2 | 10.00000 8000.00| 10.99000 8792.00| 12.50000 10000.00 PAVEMENT REMOVAL | | | 0016 202-02240 70.000 m2 | 10.00000 700.00| 10.99000 769.30| 13.00000 910.00 PAVEMENT REMOVAL Non-participating | | | 0017 202-02245 2.000 EACH | 200.00000 400.00| 123.25000 246.50| 150.00000 300.00 TREE, 150 mm, REMOVE | | | 0018 202-02250 2.000 EACH | 350.00000 700.00| 273.50000 547.00| 250.00000 500.00 TREE, 250 mm, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -24 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-1609544 |( 9 ) 35-1357381 |CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-02255 4.000 EACH | 450.00000 1800.00| 932.00000 3728.00| 350.00000 1400.00 TREE, 460 mm, REMOVE | | | 0020 202-02271 6.000 EACH | 250.00000 1500.00| 945.80000 5674.80| 400.00000 2400.00 HEADWALL, REMOVE | | | 0021 202-02278 2780.000 m | 21.00000 58380.00| 21.37000 59408.60| 11.50000 31970.00 CURB, CONCRETE, REMOVE | | | 0022 202-51330 LUMP | 7500.00000 7500.00| 300175.20000 300175.20| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE | | | 0023 202-51330 LUMP | 2500.00000 2500.00| 3543.00000 3543.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE Combined | | | Sewer Overflow | | | 0024 202-91385 13.000 EACH | 300.00000 3900.00| 128.65000 1672.45| 650.00000 8450.00 INLET, REMOVE | | | 0025 202-93047 4.000 EACH | 500.00000 2000.00| 418.35000 1673.40| 1200.00000 4800.00 MANHOLE, REMOVE | | | 0026 202-96133 160.000 m | 38.00000 6080.00| 21.15000 3384.00| 80.00000 12800.00 PIPE, REMOVE | | | 0027 202-96133 90.000 m | 40.00000 3600.00| 41.06000 3695.40| 160.00000 14400.00 PIPE, REMOVE Boiler Plate | | | 0028 203-02000 8670.000 m3 | 44.50000 385815.00| 28.79000 249609.30| 21.00000 182070.00 EXCAVATION, COMMON | | | 0029 203-02070 780.000 m3 | 1.00000 780.00| 3.01000 2347.80| 20.00000 15600.00 BORROW | | | 0030 203-51223 2840.000 m3 | 17.50000 49700.00| 16.84000 47825.60| 22.00000 62480.00 EXCAVATION, WATERWAY | | | 0031 205-03371 333.000 m3 | 20.00000 6660.00| 39.30000 13086.90| 22.00000 7326.00 SEDIMENT REMOVE | | | 0032 205-06933 32.000 EACH | 95.00000 3040.00| 102.60000 3283.20| 105.00000 3360.00 TEMPORARY DITCH INLET PROTECTION | | | 0033 205-06934 16.000 Mg | 547.00000 8752.00| 590.76000 9452.16| 570.00000 9120.00 TEMPORARY MULCHING Seeding, R | | | 0034 205-06937 510.000 m | 4.23000 2157.30| 4.57000 2330.70| 4.80000 2448.00 TEMPORARY SILT FENCE | | | 0035 207-08267 3570.000 m2 | 12.50000 44625.00| 14.21000 50729.70| 14.50000 51765.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0036 207-08268 16220.000 m2 | 16.00000 259520.00| 16.15000 261953.00| 23.00000 373060.00 SUBGRADE TREATMENT, TYPE IV | | | 0037 211-02050 51.000 m3 | 20.00000 1020.00| 32.14000 1639.14| 45.00000 2295.00 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -25 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-1609544 |( 9 ) 35-1357381 |CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 211-09264 4380.000 m3 | 35.00000 153300.00| 30.22000 132363.60| 41.00000 179580.00 STRUCTURE BACKFILL, TYPE 1 | | | 0039 211-09265 14420.000 m3 | 40.00000 576800.00| 42.91000 618762.20| 50.00000 721000.00 STRUCTURE BACKFILL, TYPE 2 Type 2 | | | 0040 211-09266 428.000 m3 | 43.00000 18404.00| 30.22000 12934.16| 58.00000 24824.00 STRUCTURE BACKFILL, TYPE 3 | | | 0041 211-09267 270.000 m3 | 88.00000 23760.00| 81.84000 22096.80| 125.00000 33750.00 STRUCTURE BACKFILL, TYPE 4 | | | 0042 211-09267 1150.000 m3 | 88.00000 101200.00| 81.84000 94116.00| 125.00000 143750.00 STRUCTURE BACKFILL, TYPE 4 Non | | | Participating | | | 0043 211-09268 160.000 m3 | 108.00000 17280.00| 98.33000 15732.80| 130.00000 20800.00 STRUCTURE BACKFILL, TYPE 5 | | | 0044 301-07448 1650.000 Mg | 26.50000 43725.00| 31.00000 51150.00| 20.00000 33000.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0045 303-02051 227.000 Mg | 25.00000 5675.00| 36.28000 8235.56| 24.00000 5448.00 STONE, 2 | | | 0046 303-07449 314.000 Mg | 35.00000 10990.00| 35.73000 11219.22| 23.00000 7222.00 COMPACTED AGGREGATE, NO. 73 Surface | | | 0047 303-97820 75.000 Mg | 21.00000 1575.00| 57.07000 4280.25| 34.00000 2550.00 AGGREGATE, 8 Coarse For Weep Drains | | | 0048 304-07493 10.000 Mg | 110.00000 1100.00| 118.80000 1188.00| 135.00000 1350.00 WIDENING WITH HMA, TYPE B | | | 0049 306-08036 170.000 m2 | 10.00000 1700.00| 11.51000 1956.70| 12.00000 2040.00 MILLING, ASPHALT, 50 mm | | | 0050 401-07333 1140.000 Mg | 89.00000 101460.00| 96.12000 109576.80| 90.00000 102600.00 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0051 401-07402 1890.000 Mg | 71.00000 134190.00| 76.68000 144925.20| 76.00000 143640.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0052 401-07423 4850.000 Mg | 62.00000 300700.00| 66.96000 324756.00| 66.00000 320100.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0053 401-08333 1750.000 Mg | 74.00000 129500.00| 79.92000 139860.00| 79.00000 138250.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0054 406-05520 16.000 Mg | 500.00000 8000.00| 540.00000 8640.00| 520.00000 8320.00 ASPHALT FOR TACK COAT | | | 0055 601-07009 2.000 EACH | 8600.00000 17200.00| 9288.00000 18576.00| 13600.00000 27200.00 IMPACT ATTENUATOR, LS, W1, TL-1 70 km/h | | | 0056 603-04099 3.000 EACH | 975.00000 2925.00| 1053.00000 3159.00| 1000.00000 3000.00 PIPE BOLLARD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -26 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-1609544 |( 9 ) 35-1357381 |CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 603-91304 20.000 m | 135.00000 2700.00| 145.80000 2916.00| 150.00000 3000.00 FENCE, WOOD, RESET , AND REMOVE | | | 0058 604-07483 420.000 Mg | 90.00000 37800.00| 97.20000 40824.00| 95.00000 39900.00 HMA FOR SIDEWALK Type B | | | 0059 604-07897 25.000 m2 | 130.00000 3250.00| 125.60000 3140.00| 170.00000 4250.00 CURB RAMP, CONCRETE, C | | | 0060 604-07900 123.000 m2 | 130.00000 15990.00| 90.15000 11088.45| 170.00000 20910.00 CURB RAMP, CONCRETE, F | | | 0061 604-07900 132.000 m2 | 130.00000 17160.00| 85.93000 11342.76| 170.00000 22440.00 CURB RAMP, CONCRETE, F Modified | | | 0062 604-07901 46.000 m2 | 130.00000 5980.00| 105.18000 4838.28| 170.00000 7820.00 CURB RAMP, CONCRETE, G | | | 0063 604-07902 6.000 m2 | 130.00000 780.00| 108.42000 650.52| 170.00000 1020.00 CURB RAMP, CONCRETE, H | | | 0064 604-07902 11.000 m2 | 130.00000 1430.00| 120.20000 1322.20| 170.00000 1870.00 CURB RAMP, CONCRETE, H Modified | | | 0065 604-07903 65.000 m2 | 130.00000 8450.00| 84.14000 5469.10| 170.00000 11050.00 CURB RAMP, CONCRETE, K | | | 0066 604-44251 4.000 m3 | 100.00000 400.00| 2426.00000 9704.00| 1100.00000 4400.00 STEPS, CONCRETE | | | 0067 604-91531 2260.000 m2 | 36.00000 81360.00| 29.48000 66624.80| 37.00000 83620.00 SIDEWALK, CONCRETE, 100 mm | | | 0068 604-91531 170.000 m2 | 45.00000 7650.00| 50.10000 8517.00| 42.00000 7140.00 SIDEWALK, CONCRETE, 100 mm Curb Face | | | 0069 605-06120 140.000 m | 55.00000 7700.00| 70.75000 9905.00| 37.00000 5180.00 CURB, CONCRETE Barrier | | | 0070 605-06140 250.000 m | 55.00000 13750.00| 78.18000 19545.00| 50.00000 12500.00 CURB AND GUTTER, CONCRETE 785 mm | | | 0071 605-06150 2530.000 m | 48.50000 122705.00| 61.63000 155923.90| 50.00000 126500.00 CURB AND GUTTER, C, CONCRETE | | | 0072 610-07487 420.000 Mg | 140.00000 58800.00| 151.20000 63504.00| 145.00000 60900.00 HMA FOR APPROACHES, TYPE B | | | 0073 610-07712 790.000 m2 | 46.00000 36340.00| 46.63000 36837.70| 55.00000 43450.00 PCCP FOR APPROACHES, 150 mm | | | 0074 610-09108 1380.000 m2 | 52.00000 71760.00| 57.69000 79612.20| 70.00000 96600.00 PCCP FOR APPROACHES, 225 mm | | | 0075 611-06497 3.000 EACH | 175.00000 525.00| 189.00000 567.00| 190.00000 570.00 MAILBOX ASSEMBLY, SINGLE | | | 0076 611-06498 2.000 EACH | 195.00000 390.00| 210.60000 421.20| 215.00000 430.00 MAILBOX ASSEMBLY, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -27 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-1609544 |( 9 ) 35-1357381 |CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 615-06490 30.000 EACH | 150.00000 4500.00| 162.00000 4860.00| 160.00000 4800.00 RIGHT OF WAY MARKER | | | 0078 615-06505 22.000 EACH | 550.00000 12100.00| 594.00000 13068.00| 580.00000 12760.00 MONUMENT, B | | | 0079 616-02320 460.000 m2 | 2.25000 1035.00| 6.01000 2764.60| 4.20000 1932.00 GEOTEXTILES | | | 0080 616-06406 190.000 m2 | 90.00000 17100.00| 174.36000 33128.40| 75.00000 14250.00 RIPRAP, REVETMENT Fabric Formed | | | Concrete Mat | | | 0081 621-01004 3.000 EACH | 598.00000 1794.00| 645.84000 1937.52| 625.00000 1875.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0082 621-02770 560.000 m2 | 1.88000 1052.80| 2.03000 1136.80| 2.00000 1120.00 EROSION CONTROL BLANKET | | | 0083 621-02770 260.000 m2 | 1.88000 488.80| 2.03000 527.80| 2.00000 520.00 EROSION CONTROL BLANKET Scour Protectio | | | 0084 621-06559 16.000 m2 | 16.40000 262.40| 17.71000 283.36| 17.00000 272.00 MULCHED SEEDING, R | | | 0085 621-06575 10730.000 m2 | 3.11000 33370.30| 3.36000 36052.80| 3.40000 36482.00 SODDING, NURSERY | | | 0086 621-07109 LUMP | 20000.00000 20000.00| 77475.00000 77475.00| 105000.00000 105000.00 WATER PUMPING Temporary Pump Around | | | 0087 622-05650 6.000 EACH | 315.00000 1890.00| 340.20000 2041.20| 340.00000 2040.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm Malus "Spring Snow" | | | 0088 622-05650 15.000 EACH | 315.00000 4725.00| 340.20000 5103.00| 340.00000 5100.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm Pyrus calleryana | | | "Cleveland Select" | | | 0089 622-05650 9.000 EACH | 315.00000 2835.00| 340.20000 3061.80| 340.00000 3060.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm Syringa reticulata | | | "Ivory Silk" | | | 0090 628-09402 24.000 MOS | 1516.67000 36400.08| 2052.87000 49268.88| 1700.00000 40800.00 FIELD OFFICE, B | | | 0091 702-51863 1.000 EACH | 500.00000 500.00| 1433.00000 1433.00| 2800.00000 2800.00 FIELD DRILLED HOLE IN CONCRETE Manhole | | | 0092 702-90915 190.000 m3 | 325.00000 61750.00| 464.60000 88274.00| 500.00000 95000.00 CONCRETE, A Footings | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -28 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-1609544 |( 9 ) 35-1357381 |CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 702-94139 143.000 m3 | 700.00000 100100.00| 570.29000 81551.47| 550.00000 78650.00 CONCRETE, A, ABOVE FOOTINGS | | | 0094 703-51030 19620.000 kg | 2.50000 49050.00| 1.96000 38455.20| 2.10000 41202.00 REINFORCING STEEL | | | 0095 703-51032 5060.000 kg | 2.60000 13156.00| 2.21000 11182.60| 2.30000 11638.00 REINFORCING STEEL, EPOXY COATED | | | 0096 706-03872 52.000 m | 510.00000 26520.00| 550.80000 28641.60| 680.00000 35360.00 RAILING, ALUMINUM | | | 0097 706-06349 129.000 m | 450.00000 58050.00| 371.79000 47960.91| 400.00000 51600.00 RAILING, TX | | | 0098 709-51821 LUMP | 2000.00000 2000.00| 4017.60000 4017.60| 5500.00000 5500.00 SURFACE SEAL | | | 0099 714-02544 4.000 EACH | 25000.00000 100000.00| 17003.04000 68012.16| 16000.00000 64000.00 WINGWALL, PRECAST CONCRETE | | | 0100 714-06572 144.000 m | 5500.00000 792000.00| 6070.38000 874134.72| 7950.00000 1144800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 2400 mm | | | 0101 715-02181 100.000 m | 100.00000 10000.00| 116.35000 11635.00| 150.00000 15000.00 SANITARY SEWER SERVICE ADJUSTMENT | | | 0102 715-04612 10.000 m | 75.00000 750.00| 150.25000 1502.50| 125.00000 1250.00 PIPE , SANITARY SEWER, 100mm | | | 0103 715-04612 14.000 m | 700.00000 9800.00| 1013.98000 14195.72| 400.00000 5600.00 PIPE HDPE, 200mm, Directionally Drilled | | | 0104 715-05024 36.000 m | 185.00000 6660.00| 245.94000 8853.84| 380.00000 13680.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0105 715-05048 2430.000 m | 14.00000 34020.00| 11.72000 28479.60| 6.50000 15795.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0106 715-05147 10.000 m | 75.00000 750.00| 206.83000 2068.30| 210.00000 2100.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0107 715-05149 840.000 m | 105.00000 88200.00| 101.95000 85638.00| 190.00000 159600.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0108 715-05151 74.000 m | 100.00000 7400.00| 131.38000 9722.12| 325.00000 24050.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0109 715-05152 140.000 m | 110.00000 15400.00| 142.35000 19929.00| 170.00000 23800.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0110 715-05153 210.000 m | 120.00000 25200.00| 192.91000 40511.10| 275.00000 57750.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0111 715-05154 110.000 m | 140.00000 15400.00| 181.53000 19968.30| 450.00000 49500.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -29 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-1609544 |( 9 ) 35-1357381 |CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0112 715-05155 260.000 m | 220.00000 57200.00| 226.58000 58910.80| 485.00000 126100.00 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0113 715-05156 170.000 m | 180.00000 30600.00| 204.53000 34770.10| 450.00000 76500.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0114 715-05168 16.000 m | 90.00000 1440.00| 86.48000 1383.68| 115.00000 1840.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0115 715-05408 93.000 m | 125.00000 11625.00| 172.54000 16046.22| 160.00000 14880.00 PIPE, SANITARY SEWER, 200 mm Ductile | | | Iron | | | 0116 715-05408 154.000 m | 90.00000 13860.00| 159.60000 24578.40| 110.00000 16940.00 PIPE, SANITARY SEWER, 200 mm PVC | | | 0117 715-05412 42.000 m | 100.00000 4200.00| 186.85000 7847.70| 155.00000 6510.00 PIPE, SANITARY SEWER, 375 mm | | | 0118 715-05711 10.000 m | 75.00000 750.00| 203.78000 2037.80| 145.00000 1450.00 PIPE, SANITARY SEWER, 150 mm | | | 0119 715-08305 66.000 Mg | 163.00000 10758.00| 176.04000 11618.64| 170.00000 11220.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0120 715-46000 4.000 EACH | 300.00000 1200.00| 528.00000 2112.00| 500.00000 2000.00 PIPE END SECTION, 300 mm | | | 0121 715-46030 1.000 EACH | 700.00000 700.00| 763.95000 763.95| 900.00000 900.00 PIPE END SECTION, 750 mm | | | 0122 715-92037 11.000 m | 95.00000 1045.00| 61.23000 673.53| 45.00000 495.00 PIPE, PVC, 100 mm Weep Drains | | | 0123 715-95885 9.000 EACH | 950.00000 8550.00| 1657.50000 14917.50| 1200.00000 10800.00 GATE AND VALVE BOX, 150 mm 150mm, Non | | | Participating | | | 0124 715-98265 3.000 m | 850.00000 2550.00| 1173.66000 3520.98| 1000.00000 3000.00 WATER MAIN, DUCTILE IRON, 100 mm ,Non | | | Participating | | | 0125 718-06532 1000.000 m | 3.00000 3000.00| 4.81000 4810.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0126 718-52610 513.000 m3 | 42.50000 21802.50| 44.44000 22797.72| 110.00000 56430.00 AGGREGATE FOR UNDERDRAINS | | | 0127 718-99153 5200.000 m2 | 1.50000 7800.00| 2.05000 10660.00| 1.70000 8840.00 GEOTEXTILES FOR UNDERDRAIN | | | 0128 720-01092 14.000 EACH | 4300.00000 60200.00| 7512.82000 105179.48| 3600.00000 50400.00 MANHOLE, J15, MODIFIED | | | 0129 720-03194 1.000 EACH | 2300.00000 2300.00| 2922.24000 2922.24| 2000.00000 2000.00 MANHOLE , C7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -30 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-1609544 |( 9 ) 35-1357381 |CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 720-03194 4.000 EACH | 2700.00000 10800.00| 3972.54000 15890.16| 2000.00000 8000.00 MANHOLE , SANITARY | | | 0131 720-08658 2.000 EACH | 4000.00000 8000.00| 5307.06000 10614.12| 3500.00000 7000.00 MANHOLE, J5 | | | 0132 720-44000 14.000 EACH | 670.00000 9380.00| 655.00000 9170.00| 350.00000 4900.00 CASTING, ADJUST TO GRADE | | | 0133 720-45005 1.000 EACH | 1650.00000 1650.00| 1468.37000 1468.37| 1350.00000 1350.00 INLET, A2 | | | 0134 720-45030 5.000 EACH | 1300.00000 6500.00| 1216.26000 6081.30| 1000.00000 5000.00 INLET, E7 | | | 0135 720-45041 1.000 EACH | 2500.00000 2500.00| 2159.14000 2159.14| 3000.00000 3000.00 INLET, H5 Modified | | | 0136 720-45045 17.000 EACH | 1600.00000 27200.00| 1898.00000 32266.00| 1300.00000 22100.00 INLET, J10 | | | 0137 720-45055 20.000 EACH | 1600.00000 32000.00| 2114.60000 42292.00| 1400.00000 28000.00 INLET, M10 | | | 0138 720-45075 1.000 EACH | 2300.00000 2300.00| 2092.87000 2092.87| 1600.00000 1600.00 INLET, R13 | | | 0139 720-45080 1.000 EACH | 2500.00000 2500.00| 2137.15000 2137.15| 1800.00000 1800.00 INLET, S14 | | | 0140 720-45270 26.000 EACH | 850.00000 22100.00| 1550.84000 40321.84| 1050.00000 27300.00 PIPE CATCH BASIN, 450 mm | | | 0141 720-45410 6.000 EACH | 2500.00000 15000.00| 3928.90000 23573.40| 2100.00000 12600.00 MANHOLE, C4 | | | 0142 720-94612 3.000 EACH | 4800.00000 14400.00| 6732.82000 20198.46| 3500.00000 10500.00 MANHOLE, K4 | | | 0143 720-95422 7.000 EACH | 3400.00000 23800.00| 5983.77000 41886.39| 3500.00000 24500.00 MANHOLE, J4 | | | 0144 720-98174 9.000 EACH | 2100.00000 18900.00| 2547.08000 22923.72| 1950.00000 17550.00 INLET, B15 | | | 0145 720-98555 13.000 EACH | 2100.00000 27300.00| 2634.08000 34243.04| 2000.00000 26000.00 INLET, C15 | | | 0146 732-02745 9.000 EACH | 1650.00000 14850.00| 1981.50000 17833.50| 1800.00000 16200.00 GATE VALVE AND BOX, 200 mm Non | | | Participating | | | 0147 732-04749 33.000 m | 1750.00000 57750.00| 2737.78000 90346.74| 4000.00000 132000.00 CASING 1050 mm, Bored | | | 0148 732-04749 40.000 m | 700.00000 28000.00| 1695.44000 67817.60| 2000.00000 80000.00 CASING 450 mm, Bored | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -31 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-1609544 |( 9 ) 35-1357381 |CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0149 732-04836 2.000 EACH | 2500.00000 5000.00| 2629.50000 5259.00| 2800.00000 5600.00 GATE VALVE , AND BOX, 300mm, Non | | | Participating | | | 0150 732-08420 28.000 m2 | 275.00000 7700.00| 620.58000 17376.24| 400.00000 11200.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0151 732-91738 120.000 m | 135.00000 16200.00| 276.74000 33208.80| 165.00000 19800.00 WATER MAIN, DUCTILE IRON, 150 mm Non | | | Participating | | | 0152 732-91739 610.000 m | 140.00000 85400.00| 184.95000 112819.50| 175.00000 106750.00 WATER MAIN, DUCTILE IRON, 200 mm Non | | | Participating | | | 0153 732-91742 5.000 EACH | 3400.00000 17000.00| 3485.00000 17425.00| 3200.00000 16000.00 FIRE HYDRANT Non Participating | | | 0154 732-94780 13.000 EACH | 2600.00000 33800.00| 1529.50000 19883.50| 1750.00000 22750.00 WATER SERVICE CONNECTION 19 mm | | | 0155 732-94780 3.000 EACH | 2900.00000 8700.00| 1976.88000 5930.64| 2150.00000 6450.00 WATER SERVICE CONNECTION 25 mm | | | 0156 732-96670 116.000 m | 200.00000 23200.00| 269.75000 31291.00| 225.00000 26100.00 WATER MAIN, DUCTILE IRON, 300 mm Non | | | Participating | | | 0157 732-97009 4.000 EACH | 600.00000 2400.00| 739.50000 2958.00| 650.00000 2600.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0158 801-03290 6.000 EACH | 175.00000 1050.00| 304.56000 1827.36| 190.00000 1140.00 CONSTRUCTION SIGN, C | | | 0159 801-04308 19.000 EACH | 420.00000 7980.00| 577.80000 10978.20| 450.00000 8550.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0160 801-06203 910.000 m | 1.00000 910.00| 1.77000 1610.70| 2.70000 2457.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0161 801-06207 230.000 m | 3.75000 862.50| 3.90000 897.00| 6.90000 1587.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0162 801-06625 23.000 EACH | 89.00000 2047.00| 123.12000 2831.76| 100.00000 2300.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0163 801-06640 7.000 EACH | 165.00000 1155.00| 299.16000 2094.12| 180.00000 1260.00 CONSTRUCTION SIGN, A | | | 0164 801-06775 LUMP | 50000.00000 50000.00| 49390.00000 49390.00| 156000.00000 156000.00 MAINTAINING TRAFFIC | | | 0165 801-07118 12.000 m | 46.78000 561.36| 78.03000 936.36| 50.00000 600.00 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 261 -32 TABULATION OF BIDS ROUTE : SR 13 CALL ORDER : 261 CONTRACT ID : R -27204-A COUNTIES : HANCOCK LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1875662 |( 8 ) 35-1609544 |( 9 ) 35-1357381 |CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO |O`MARA DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0166 801-07119 43.000 m | 42.57000 1830.51| 88.83000 3819.69| 48.00000 2064.00 BARRICADE, III-B | | | 0167 802-05701 190.000 m | 62.50000 11875.00| 67.50000 12825.00| 65.00000 12350.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0168 802-76025 31.000 m2 | 215.50000 6680.50| 232.74000 7214.94| 225.00000 6975.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0169 802-76025 1.000 m2 | 215.50000 215.50| 232.74000 232.74| 235.00000 235.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS End of | | | Roadway Marker | | | 0170 802-76035 3.000 m2 | 225.50000 676.50| 243.54000 730.62| 240.00000 720.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0171 808-03439 20.000 m | 16.37000 327.40| 21.06000 421.20| 17.50000 350.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0172 808-06703 430.000 m | 2.12000 911.60| 1.79000 769.70| 2.40000 1032.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0173 808-75245 1960.000 m | 2.12000 4155.20| 1.47000 2881.20| 2.40000 4704.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0174 808-75297 63.000 m | 12.91000 813.33| 21.06000 1326.78| 14.00000 882.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0175 808-75300 350.000 m | 6.40000 2240.00| 4.32000 1512.00| 7.00000 2450.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0176 808-75320 3.000 EACH | 65.00000 195.00| 95.04000 285.12| 115.00000 345.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0177 808-75325 3.000 EACH | 65.00000 195.00| 106.92000 320.76| 80.00000 240.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0178 808-75340 2.000 EACH | 260.00000 520.00| 459.00000 918.00| 290.00000 580.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0179 808-75998 50.000 EACH | 50.25000 2512.50| 68.31000 3415.50| 53.00000 2650.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 5,969,624.08| $ 6,566,427.88| $ 7,259,257.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,969,624.08| $ 6,566,427.88| $ 7,259,257.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 271 -1 VENDOR RANKING CALL ORDER : 271 CONTRACT ID : R -28284-E COUNTIES : VIGO LETTING DATE : 11/19/08 10:15 AM DISTRICT : 61 CONTRACT TIME : 11/13/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4484005 9964094 0800309 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON H E INC $ 354,241.63 100.0000% 2 35-1801998 CLR INC $ 362,999.25 102.4722% 3 35-1111003 WHITE CONSTRUCTION INC $ 459,694.45 129.7686% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 271 -2 TABULATION OF BIDS ROUTE : 40 CALL ORDER : 271 CONTRACT ID : R -28284-E COUNTIES : VIGO LETTING DATE : 11/19/08 10:15 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1801998 |( 3 ) 35-1111003 |HENDERSON H E INC |CLR INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REST AREA CONSTRUCTION | | | 0001 105-06845 LUMP | 4676.40000 4676.40| 1700.00000 1700.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 160.50000 321.00| 95.00000 190.00| 150.00000 300.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 85.60000 2054.40| 42.00000 1008.00| 65.00000 1560.00 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 109-08444 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 | 21222.00000 21222.00| 17500.00000 17500.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 12199.00000 12199.00| 14000.00000 14000.00| 17000.00000 17000.00 CLEARING RIGHT OF WAY | | | 0011 202-02260 1.000 EACH | 795.20000 795.20| 1200.00000 1200.00| 500.00000 500.00 TREE, 30 IN., REMOVE | | | 0012 203-02000 41.900 CYS | 24.84000 1040.80| 145.00000 6075.50| 165.00000 6913.50 EXCAVATION, COMMON | | | 0013 205-06937 148.000 LFT | 5.09000 753.32| 14.00000 2072.00| 4.85000 717.80 TEMPORARY SILT FENCE | | | 0014 210-05758 LUMP | 150229.90000 150229.90| 126000.00000 126000.00| 196785.00000 196785.00 BUILDING STRUCTURE, RESTROOM | | | 0015 301-07448 54.000 TON | 50.10000 2705.40| 68.00000 3672.00| 108.00000 5832.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 601-04849 48.000 LFT | 13.31000 638.88| 27.00000 1296.00| 57.00000 2736.00 POST , WOOD, 6 IN. X 6 IN. | | | 0017 604-90256 30.000 SYS | 78.77000 2363.10| 152.00000 4560.00| 80.00000 2400.00 SIDEWALK, CONCRETE, 6 IN. | | | 0018 604-91531 16.000 SYS | 76.79000 1228.64| 150.00000 2400.00| 78.00000 1248.00 SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 271 -3 TABULATION OF BIDS ROUTE : 40 CALL ORDER : 271 CONTRACT ID : R -28284-E COUNTIES : VIGO LETTING DATE : 11/19/08 10:15 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1801998 |( 3 ) 35-1111003 |HENDERSON H E INC |CLR INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 611-03671 3.000 EACH | 614.70000 1844.10| 2450.00000 7350.00| 1800.00000 5400.00 TRASH RECEPTACLE | | | 0020 616-02320 240.000 SYS | 3.21000 770.40| 4.50000 1080.00| 1.00000 240.00 GEOTEXTILES | | | 0021 616-06405 2.000 TON | 120.00000 240.00| 395.00000 790.00| 400.00000 800.00 RIPRAP, REVETMENT | | | 0022 621-01004 2.000 EACH | 708.75000 1417.50| 475.00000 950.00| 675.00000 1350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-04316 195.000 LFT | 1.73000 337.35| 2.00000 390.00| 1.65000 321.75 SPADE EDGE | | | 0024 621-06560 375.000 SYS | 1.91000 716.25| 2.65000 993.75| 1.82000 682.50 MULCHED SEEDING, U | | | 0025 621-98038 4.800 CYS | 126.00000 604.80| 135.00000 648.00| 120.00000 576.00 MULCH, HARDWOOD SHREDDED BARK | | | 0026 622-01103 3.000 EACH | 122.33000 366.99| 135.00000 405.00| 116.50000 349.50 PLANT, ARONIA ARBUTIFOLIA BRILL | | | 0027 622-05618 10.000 EACH | 76.91000 769.10| 82.00000 820.00| 73.25000 732.50 PLANT, BROADLEAF EVERGREEN, SPREADING, | | | SEMISPREADING, 15 IN. OR UNDER | | | 0028 622-05640 11.000 EACH | 80.06000 880.66| 90.00000 990.00| 76.25000 838.75 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0029 622-95968 1.000 EACH | 1008.00000 1008.00| 1200.00000 1200.00| 960.00000 960.00 PLANT, LIRIODENDRUM TULIPIFERA | | | 0030 622-95989 13.000 EACH | 78.28000 1017.64| 85.00000 1105.00| 74.55000 969.15 PLANT, POTENTILLA FRUTICOSA, GOLDFINGER | | | 0031 628-09402 12.000 MOS | 2024.00000 24288.00| 1250.00000 15000.00| 1876.00000 22512.00 FIELD OFFICE, B | | | 0032 628-09407 12.000 MOS | 210.00000 2520.00| 67.00000 804.00| 200.00000 2400.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 | | | 0033 711-98751 LUMP | 33712.75000 33712.75| 27000.00000 27000.00| 43775.00000 43775.00 BUILDING, MECHANICAL AND PLUMBING, | | | RESTROOM | | | 0034 712-03812 1.000 EACH | 1448.60000 1448.60| 4300.00000 4300.00| 4350.00000 4350.00 BENCH | | | 0035 715-04612 34.000 LFT | 21.40000 727.60| 50.00000 1700.00| 85.00000 2890.00 PIPE , SMOOTH INTERIOR, CORRUGATED, | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 271 -4 TABULATION OF BIDS ROUTE : 40 CALL ORDER : 271 CONTRACT ID : R -28284-E COUNTIES : VIGO LETTING DATE : 11/19/08 10:15 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1801998 |( 3 ) 35-1111003 |HENDERSON H E INC |CLR INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 715-07556 LUMP | 2415.00000 2415.00| 2800.00000 2800.00| 2500.00000 2500.00 FORCE MAIN , ELECTRICAL WORK | | | 0037 715-07556 LUMP | 16432.50000 16432.50| 30000.00000 30000.00| 16000.00000 16000.00 FORCE MAIN , PIPE (202 LFT) | | | 0038 715-07556 LUMP | 25917.45000 25917.45| 41000.00000 41000.00| 46600.00000 46600.00 FORCE MAIN , PUMP | | | 0039 720-02545 1.000 EACH | 510.30000 510.30| 1725.00000 1725.00| 450.00000 450.00 CASTING, 1 | | | 0040 720-45275 1.000 EACH | 388.55000 388.55| 3500.00000 3500.00| 2500.00000 2500.00 PIPE CATCH BASIN, 24 IN. | | | 0041 801-06775 LUMP | 9295.50000 9295.50| 24770.00000 24770.00| 500.00000 500.00 MAINTAINING TRAFFIC | | | 0042 807-03694 LUMP | 26379.55000 26379.55| 12000.00000 12000.00| 41000.00000 41000.00 BUILDING ELECTRICAL , RESTROOM | | | SECTION TOTALS | $ 354,241.63| $ 362,999.25| $ 459,694.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 354,241.63| $ 362,999.25| $ 459,694.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 281 -1 VENDOR RANKING CALL ORDER : 281 CONTRACT ID : R -28959-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : 64 CONTRACT TIME : 06/30/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3845003 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 2,378,793.92 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,673,836.82 112.4030% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 281 -2 TABULATION OF BIDS ROUTE : SR 2 CALL ORDER : 281 CONTRACT ID : R -28959-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 3200.00000 3200.00| 9741.92000 9741.92| CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 125.00000 375.00| 53.71000 161.13| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 85.00000 1530.00| 64.45000 1160.10| 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 | | | 0010 110-01001 LUMP | 120000.00000 120000.00| 133691.54100 133691.54| MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02241 2388.000 LFT | 1.65000 3940.20| 1.65000 3940.20| GUARDRAIL, REMOVE | | | 0012 202-93741 8.000 EACH | 175.00000 1400.00| 175.00000 1400.00| GUARD RAIL END TREATMENT, REMOVE | | | 0013 202-96133 300.000 LFT | 10.00000 3000.00| 34.07000 10221.00| PIPE, REMOVE | | | 0014 203-02000 200.000 CYS | 20.00000 4000.00| 39.66000 7932.00| EXCAVATION, COMMON | | | 0015 203-02070 2000.000 CYS | 0.50000 1000.00| 40.84000 81680.00| BORROW | | | 0016 205-03371 120.000 CYS | 37.00000 4440.00| 57.76000 6931.20| SEDIMENT, REMOVE | | | 0017 205-06932 600.000 LFT | 2.50000 1500.00| 9.72000 5832.00| TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 281 -3 TABULATION OF BIDS ROUTE : SR 2 CALL ORDER : 281 CONTRACT ID : R -28959-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06937 36100.000 LFT | 0.01000 361.00| 0.01000 361.00| TEMPORARY SILT FENCE | | | 0019 207-08263 8800.000 SYS | 19.00000 167200.00| 27.42000 241296.00| SUBGRADE TREATMENT, TYPE IA | | | 0021 303-07449 2800.000 TON | 15.00000 42000.00| 25.53000 71484.00| COMPACTED AGGREGATE, NO. 73 | | | 0022 304-07783 1000.000 TON | 125.00000 125000.00| 132.89000 132890.00| HMA PATCHING, TYPE D | | | 0023 304-07789 2845.000 TON | 78.00000 221910.00| 93.44000 265836.80| WIDENING WITH HMA, TYPE D | | | 0024 306-08036 51000.000 SYS | 0.87000 44370.00| 1.27000 64770.00| MILLING, ASPHALT, 2 IN. | | | 0025 306-08043 4400.000 SYS | 2.25000 9900.00| 1.29000 5676.00| MILLING, TRANSITION | | | 0026 306-08432 3759.000 SYS | 3.50000 13156.50| 10.60000 39845.40| MILLING, APPROACH | | | 0027 401-07329 4900.000 TON | 80.00000 392000.00| 83.70000 410130.00| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0028 401-07399 8500.000 TON | 67.00000 569500.00| 68.85000 585225.00| QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0029 406-05520 30.000 TON | 900.00000 27000.00| 336.51000 10095.30| ASPHALT FOR TACK COAT | | | 0030 601-01522 4.000 EACH | 2260.00000 9040.00| 2260.00000 9040.00| GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-03130 4.000 EACH | 500.00000 2000.00| 500.00000 2000.00| GUARDRAIL TRANSITION, W THRIE BEAM, 6 | | | FT. 3 IN. | | | 0032 601-08434 4.000 EACH | 1100.00000 4400.00| 1100.00000 4400.00| GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0033 601-94689 19.000 EACH | 3200.00000 60800.00| 2750.00000 52250.00| GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 2318.750 LFT | 19.50000 45215.63| 19.50000 45215.63| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 610-07788 830.000 TON | 120.00000 99600.00| 109.92000 91233.60| HMA FOR APPROACHES, TYPE D | | | 0036 612-04315 26.000 TON | 1720.00000 44720.00| 1720.00000 44720.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0037 612-05081 1.000 EACH | 3920.00000 3920.00| 3920.00000 3920.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 281 -4 TABULATION OF BIDS ROUTE : SR 2 CALL ORDER : 281 CONTRACT ID : R -28959-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 612-60410 448.000 EACH | 11.00000 4928.00| 11.00000 4928.00| DRILLED HOLE FOR UNDERSEAL | | | 0039 621-01004 2.000 EACH | 700.00000 1400.00| 700.00000 1400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06559 10000.000 SYS | 0.72000 7200.00| 0.72000 7200.00| MULCHED SEEDING, R | | | 0041 628-09401 6.000 MOS | 3000.00000 18000.00| 3493.13000 20958.78| FIELD OFFICE, A | | | 0042 706-91957 162.500 LFT | 97.00000 15762.50| 97.00000 15762.50| BRIDGE RAILING, THRIE BEAM | | | 0043 715-05151 300.000 LFT | 40.00000 12000.00| 86.01000 25803.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0044 715-46005 12.000 EACH | 525.00000 6300.00| 507.86000 6094.32| PIPE END SECTION, 15 IN. | | | 0045 801-01093 8.000 EACH | 350.00000 2800.00| 350.00000 2800.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0046 801-03290 4.000 EACH | 145.00000 580.00| 145.00000 580.00| CONSTRUCTION SIGN, C | | | 0047 801-06203 3780.000 LFT | 0.50000 1890.00| 0.18000 680.40| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0048 801-06207 1890.000 LFT | 1.25000 2362.50| 1.24000 2343.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0049 801-06640 26.000 EACH | 95.00000 2470.00| 95.00000 2470.00| CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP | 75000.00000 75000.00| 4609.33000 4609.33| MAINTAINING TRAFFIC | | | 0051 802-06402 2.000 EACH | 2025.00000 4050.00| 2050.00000 4100.00| DYNAMIC MESSAGE SIGN | | | 0052 805-01843 1.000 EACH | 420.00000 420.00| 420.00000 420.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0053 805-02327 2.000 EACH | 125.00000 250.00| 125.00000 250.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0054 805-02441 680.000 LFT | 0.45000 306.00| 0.45000 306.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0055 805-78795 200.000 LFT | 10.00000 2000.00| 10.00000 2000.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 281 -5 TABULATION OF BIDS ROUTE : SR 2 CALL ORDER : 281 CONTRACT ID : R -28959-A COUNTIES : LAKE LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 808-75205 36828.000 LFT | 0.29000 10680.12| 0.29000 10680.12| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0057 808-75240 2544.000 LFT | 0.29000 737.76| 0.29000 737.76| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0058 808-75245 24449.000 LFT | 0.29000 7090.21| 0.29000 7090.21| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0059 808-75260 156.000 LFT | 2.60000 405.60| 2.60000 405.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0060 808-75297 15.000 LFT | 5.20000 78.00| 5.20000 78.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0061 808-75996 418.000 EACH | 5.50000 2299.00| 7.00000 2926.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 418.000 EACH | 35.55000 14859.90| 16.00000 6688.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 401-06264 LUMP | 2000.00000 2000.00| 12813.38000 12813.38| PROFILOGRAPH, HMA | | | 0064 808-75320 2.000 EACH | 85.00000 170.00| 85.00000 170.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0065 808-75325 1.000 EACH | 100.00000 100.00| 100.00000 100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0066 211-09264 300.000 CYS | 1.00000 300.00| 49.55000 14865.00| STRUCTURE BACKFILL, TYPE 1 | | | 0067 301-07448 3500.000 TON | 43.50000 152250.00| 48.82000 170870.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0068 805-78785 1.000 EACH | 620.00000 620.00| 620.00000 620.00| SIGNAL DETECTOR HOUSING | | | 0069 202-96151 LUMP | 3000.00000 3000.00| 1.00000 1.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | SECTION TOTALS | $ 2,378,793.92| $ 2,673,836.82| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,378,793.92| $ 2,673,836.82| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -1 VENDOR RANKING CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : 63 CONTRACT TIME : 10/31/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0500901 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1461789 POINDEXTER EXCAVATING $ 875,443.70 100.0000% 2 35-1139301 E & B PAVING INC $ 913,314.22 104.3259% 3 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 937,382.00 107.0751% 4 35-0999231 HUNT PAVING COMPANY INC $ 939,075.80 107.2686% 5 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 969,500.00 110.7438% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 975,822.00 111.4660% 7 90-0177865 HIS CONSTRUCTORS LLC $ 999,900.00 114.2164% 8 35-1875662 CRIDER & CRIDER INC $ 1,013,296.87 115.7467% 9 35-1609544 SCHUTT-LOOKABILL CO $ 1,163,029.03 132.8502% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1139301 |( 3 ) 31-1323837 |POINDEXTER EXCAVATING |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 8000.00000 8000.00| 10057.00000 10057.00| 15472.73000 15472.73 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 | | | 0007 110-01001 LUMP | 41000.00000 41000.00| 45900.00000 45900.00| 24900.00000 24900.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 15000.00000 15000.00| 25000.00000 25000.00| 8750.00000 8750.00 CLEARING RIGHT OF WAY | | | 0009 203-02000 8161.000 CYS | 10.00000 81610.00| 9.42000 76876.62| 7.22000 58922.42 EXCAVATION, COMMON | | | 0010 205-03371 4.200 CYS | 500.00000 2100.00| 33.00000 138.60| 31.00000 130.20 SEDIMENT, REMOVE | | | 0011 205-06931 18.000 TON | 150.00000 2700.00| 31.00000 558.00| 136.85000 2463.30 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 7.000 EACH | 160.00000 1120.00| 107.00000 749.00| 80.42000 562.94 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06936 42.000 TON | 60.00000 2520.00| 31.00000 1302.00| 30.00000 1260.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 2565.000 LFT | 1.60000 4104.00| 1.26000 3231.90| 1.25000 3206.25 TEMPORARY SILT FENCE | | | 0015 207-08267 5785.000 SYS | 6.50000 37602.50| 6.20000 35867.00| 8.00000 46280.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0016 211-09264 1688.000 CYS | 17.00000 28696.00| 15.00000 25320.00| 21.20000 35785.60 STRUCTURE BACKFILL, TYPE 1 | | | 0017 301-07448 155.000 TON | 30.00000 4650.00| 30.00000 4650.00| 28.00000 4340.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08034 910.000 SYS | 5.50000 5005.00| 6.30000 5733.00| 4.15000 3776.50 MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1139301 |( 3 ) 31-1323837 |POINDEXTER EXCAVATING |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 401-07327 264.000 TON | 80.00000 21120.00| 120.00000 31680.00| 91.70000 24208.80 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm -SMA | | | 0020 401-07328 199.000 TON | 84.00000 16716.00| 88.00000 17512.00| 95.75000 19054.25 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0021 401-07397 441.000 TON | 57.00000 25137.00| 66.00000 29106.00| 65.32000 28806.12 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0022 401-07398 208.000 TON | 64.00000 13312.00| 85.00000 17680.00| 72.55000 15090.40 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0023 401-07407 706.000 TON | 55.70000 39324.20| 53.00000 37418.00| 63.50000 44831.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0024 401-07423 656.000 TON | 54.80000 35948.80| 52.00000 34112.00| 62.50000 41000.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0025 401-07424 783.000 TON | 61.50000 48154.50| 63.00000 49329.00| 70.25000 55005.75 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0026 401-08338 596.000 TON | 69.50000 41422.00| 66.00000 39336.00| 79.20000 47203.20 QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0027 402-07432 2.100 TON | 500.00000 1050.00| 250.00000 525.00| 544.15000 1142.72 HMA SURFACE, TYPE A | | | 0028 402-07435 3.500 TON | 300.00000 1050.00| 200.00000 700.00| 302.30000 1058.05 HMA INTERMEDIATE, TYPE A | | | 0029 406-05520 0.200 TON | 1000.00000 200.00| 1000.00000 200.00| 1149.10000 229.82 ASPHALT FOR TACK COAT | | | 0030 604-91531 387.000 SYS | 43.00000 16641.00| 37.35000 14454.45| 50.80000 19659.60 SIDEWALK, CONCRETE, 4 IN. | | | 0031 605-06150 1804.000 LFT | 16.00000 28864.00| 15.00000 27060.00| 18.15000 32742.60 CURB AND GUTTER, C, CONCRETE | | | 0032 615-06490 10.000 EACH | 140.00000 1400.00| 225.00000 2250.00| 272.00000 2720.00 RIGHT OF WAY MARKER | | | 0033 615-06505 6.000 EACH | 750.00000 4500.00| 500.00000 3000.00| 665.00000 3990.00 MONUMENT, B | | | 0034 615-06510 2.000 EACH | 590.00000 1180.00| 400.00000 800.00| 423.35000 846.70 MONUMENT, C | | | 0035 621-01004 5.000 EACH | 400.00000 2000.00| 373.00000 1865.00| 451.00000 2255.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 0.100 TON | 1500.00000 150.00| 1356.00000 135.60| 1640.00000 164.00 FERTILIZER | | | 0037 621-06557 40.000 LBS | 10.00000 400.00| 9.04000 361.60| 10.90000 436.00 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1139301 |( 3 ) 31-1323837 |POINDEXTER EXCAVATING |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-06565 1.000 TON | 650.00000 650.00| 610.00000 610.00| 735.00000 735.00 MULCHING MATERIAL | | | 0039 621-06567 68.000 kGAL | 5.00000 340.00| 2.00000 136.00| 2.40000 163.20 WATER | | | 0040 621-06575 16677.000 SYS | 3.00000 50031.00| 2.56000 42693.12| 3.10000 51698.70 SODDING, NURSERY | | | 0041 628-09401 12.000 MOS | 1500.00000 18000.00| 1999.14000 23989.68| 1400.00000 16800.00 FIELD OFFICE, A | | | 0042 715-05048 1721.000 LFT | 4.50000 7744.50| 4.80000 8260.80| 5.55000 9551.55 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0043 715-05149 262.000 LFT | 28.00000 7336.00| 31.00000 8122.00| 25.60000 6707.20 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0044 715-05151 827.000 LFT | 28.50000 23569.50| 34.00000 28118.00| 35.20000 29110.40 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0045 715-05152 615.000 LFT | 32.00000 19680.00| 37.00000 22755.00| 43.45000 26721.75 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0046 715-05153 23.000 LFT | 38.00000 874.00| 52.00000 1196.00| 131.30000 3019.90 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0047 715-05154 288.000 LFT | 39.00000 11232.00| 48.00000 13824.00| 59.10000 17020.80 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0048 718-52610 170.000 CYS | 26.00000 4420.00| 31.00000 5270.00| 32.10000 5457.00 AGGREGATE FOR UNDERDRAINS | | | 0049 718-99153 2024.000 SYS | 1.50000 3036.00| 1.15000 2327.60| 0.50000 1012.00 GEOTEXTILES FOR UNDERDRAIN | | | 0050 720-45135 1.000 EACH | 752.00000 752.00| 1950.00000 1950.00| 1605.50000 1605.50 INLET, F7, MODIFIED | | | 0051 720-45275 4.000 EACH | 900.00000 3600.00| 1400.00000 5600.00| 2575.00000 10300.00 PIPE CATCH BASIN, 24 IN. | | | 0052 720-45410 11.000 EACH | 1350.00000 14850.00| 1700.00000 18700.00| 2800.00000 30800.00 MANHOLE, C4 | | | 0053 720-98174 6.000 EACH | 1700.00000 10200.00| 2000.00000 12000.00| 1225.00000 7350.00 INLET, B15 | | | 0054 720-99417 10.000 EACH | 1800.00000 18000.00| 1800.00000 18000.00| 950.00000 9500.00 CATCH BASIN, C15 | | | 0055 801-03290 3.000 EACH | 265.00000 795.00| 355.00000 1065.00| 199.50000 598.50 CONSTRUCTION SIGN, C | | | 0056 801-04308 5.000 EACH | 300.00000 1500.00| 412.00000 2060.00| 517.55000 2587.75 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06207 2220.000 LFT | 1.00000 2220.00| 0.60000 1332.00| 1.20000 2664.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1139301 |( 3 ) 31-1323837 |POINDEXTER EXCAVATING |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 801-06625 7.000 EACH | 125.00000 875.00| 108.00000 756.00| 110.00000 770.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 10.000 EACH | 220.00000 2200.00| 214.00000 2140.00| 217.65000 2176.50 CONSTRUCTION SIGN, A | | | 0060 801-06645 3.000 EACH | 25.00000 75.00| 52.00000 156.00| 54.40000 163.20 CONSTRUCTION SIGN, B | | | 0061 801-06775 LUMP | 16000.00000 16000.00| 32082.41000 32082.41| 12855.00000 12855.00 MAINTAINING TRAFFIC | | | 0062 801-07118 140.000 LFT | 16.00000 2240.00| 18.25000 2555.00| 15.70000 2198.00 BARRICADE, III-A | | | 0063 801-07119 40.000 LFT | 19.00000 760.00| 18.75000 750.00| 16.90000 676.00 BARRICADE, III-B | | | 0064 802-05701 120.000 LFT | 12.00000 1440.00| 14.00000 1680.00| 16.90000 2028.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0065 802-07060 3.000 EACH | 200.00000 600.00| 25.00000 75.00| 30.25000 90.75 SIGN, SHEET, RELOCATE | | | 0066 802-76035 119.000 SFT | 22.80000 2713.20| 21.00000 2499.00| 25.40000 3022.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0067 805-01815 4.000 EACH | 2450.00000 9800.00| 2800.00000 11200.00| 3385.00000 13540.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0068 805-01842 5.000 EACH | 980.00000 4900.00| 1000.00000 5000.00| 1210.00000 6050.00 HANDHOLE, SIGNAL | | | 0069 805-02328 2244.000 LFT | 0.80000 1795.20| 0.60000 1346.40| 0.73000 1638.12 SIGNAL CABLE, 1C 14GA. | | | 0070 805-06592 1060.000 LFT | 15.40000 16324.00| 12.00000 12720.00| 14.50000 15370.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0071 805-78100 1.000 EACH | 14580.00000 14580.00| 14000.00000 14000.00| 16900.00000 16900.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0072 805-78205 6.000 EACH | 815.00000 4890.00| 750.00000 4500.00| 900.00000 5400.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0073 805-78230 2.000 EACH | 1275.00000 2550.00| 1125.00000 2250.00| 1360.00000 2720.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0074 805-78415 4.000 EACH | 1860.00000 7440.00| 1800.00000 7200.00| 2176.65000 8706.60 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1139301 |( 3 ) 31-1323837 |POINDEXTER EXCAVATING |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 805-78420 4.000 EACH | 300.00000 1200.00| 275.00000 1100.00| 332.63000 1330.52 DISCONNECT HANGER | | | 0076 805-78445 1.000 EACH | 945.00000 945.00| 750.00000 750.00| 907.17000 907.17 SIGNAL SERVICE | | | 0077 805-78467 52.000 LFT | 3.00000 156.00| 2.50000 130.00| 3.00000 156.00 SIGNAL CABLE, 3C 8GA. | | | 0078 805-78485 402.000 LFT | 2.00000 804.00| 1.65000 663.30| 2.00000 804.00 SIGNAL CABLE, 5C 14GA. | | | 0079 805-78490 747.000 LFT | 2.00000 1494.00| 1.85000 1381.95| 2.25000 1680.75 SIGNAL CABLE, 7C 14GA. | | | 0080 805-78510 1324.000 LFT | 1.00000 1324.00| 0.85000 1125.40| 1.00000 1324.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0081 805-78746 207.000 LFT | 17.00000 3519.00| 18.00000 3726.00| 21.75000 4502.25 PREFORMED LOOP DETECTORS | | | 0082 805-78785 5.000 EACH | 765.00000 3825.00| 900.00000 4500.00| 1090.00000 5450.00 SIGNAL DETECTOR HOUSING | | | 0083 805-78795 804.000 LFT | 7.00000 5628.00| 7.50000 6030.00| 9.05000 7276.20 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0084 805-78925 1.000 EACH | 1230.00000 1230.00| 1200.00000 1200.00| 1450.00000 1450.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0085 805-81032 4.000 EACH | 4140.00000 16560.00| 4200.00000 16800.00| 5079.00000 20316.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0086 805-92504 7.000 EACH | 340.00000 2380.00| 300.00000 2100.00| 362.75000 2539.25 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0087 808-03178 1.000 EACH | 220.00000 220.00| 107.00000 107.00| 266.00000 266.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0088 808-06694 2173.000 LFT | 0.40000 869.20| 0.66000 1434.18| 0.19000 412.87 LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0089 808-06713 4970.000 LFT | 0.20000 994.00| 0.22000 1093.40| 0.19000 944.30 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0090 808-06714 100.000 LFT | 0.20000 20.00| 0.65000 65.00| 0.19000 19.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0091 808-06716 1936.000 LFT | 0.50000 968.00| 0.46000 890.56| 1.03000 1994.08 LINE, REMOVE | | | 0092 808-06723 1.000 EACH | 110.00000 110.00| 77.00000 77.00| 72.57000 72.57 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0093 808-06724 1.000 EACH | 110.00000 110.00| 88.00000 88.00| 72.57000 72.57 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1139301 |( 3 ) 31-1323837 |POINDEXTER EXCAVATING |E & B PAVING INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 808-06726 65.000 LFT | 1.50000 97.50| 1.77000 115.05| 3.63000 235.95 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0095 808-74812 40.000 LFT | 9.00000 360.00| 5.65000 226.00| 7.98000 319.20 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0096 808-75051 462.000 LFT | 2.70000 1247.40| 1.35000 623.70| 2.18000 1007.16 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0097 808-75054 1726.000 LFT | 2.70000 4660.20| 1.35000 2330.10| 2.18000 3762.68 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0098 808-75067 29.000 LFT | 15.00000 435.00| 8.95000 259.55| 13.06000 378.74 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0099 808-75073 1.000 EACH | 265.00000 265.00| 172.00000 172.00| 235.87000 235.87 PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0100 808-75078 395.000 LFT | 1.50000 592.50| 0.77000 304.15| 2.00000 790.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0101 808-75998 93.000 EACH | 35.00000 3255.00| 32.85000 3055.05| 39.75000 3696.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0102 808-97027 329.000 LFT | 4.50000 1480.50| 3.45000 1135.05| 4.35000 1431.15 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 8 IN. | | | SECTION TOTALS | $ 875,443.70| $ 913,314.22| $ 937,382.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 875,443.70| $ 913,314.22| $ 937,382.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( 5 ) 35-1151771 |( 6 ) 35-0918397 |HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 9800.00000 9800.00 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 | | | 0007 110-01001 LUMP | 38000.00000 38000.00| 48500.00000 48500.00| 48791.00000 48791.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 15000.00000 15000.00| 20000.00000 20000.00| 9450.00000 9450.00 CLEARING RIGHT OF WAY | | | 0009 203-02000 8161.000 CYS | 13.50000 110173.50| 11.50000 93851.50| 12.00000 97932.00 EXCAVATION, COMMON | | | 0010 205-03371 4.200 CYS | 150.00000 630.00| 85.00000 357.00| 175.87000 738.65 SEDIMENT, REMOVE | | | 0011 205-06931 18.000 TON | 80.00000 1440.00| 55.00000 990.00| 82.11000 1477.98 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 7.000 EACH | 115.00000 805.00| 107.00000 749.00| 107.00000 749.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06936 42.000 TON | 48.00000 2016.00| 35.00000 1470.00| 72.57000 3047.94 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 2565.000 LFT | 1.35000 3462.75| 1.26000 3231.90| 1.26000 3231.90 TEMPORARY SILT FENCE | | | 0015 207-08267 5785.000 SYS | 9.00000 52065.00| 6.25000 36156.25| 6.29000 36387.65 SUBGRADE TREATMENT, TYPE IIIA | | | 0016 211-09264 1688.000 CYS | 21.00000 35448.00| 19.00000 32072.00| 17.35000 29286.80 STRUCTURE BACKFILL, TYPE 1 | | | 0017 301-07448 155.000 TON | 27.00000 4185.00| 23.00000 3565.00| 29.91000 4636.05 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08034 910.000 SYS | 7.30000 6643.00| 6.00000 5460.00| 4.00000 3640.00 MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( 5 ) 35-1151771 |( 6 ) 35-0918397 |HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 401-07327 264.000 TON | 81.85000 21608.40| 145.00000 38280.00| 90.00000 23760.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm -SMA | | | 0020 401-07328 199.000 TON | 85.50000 17014.50| 95.00000 18905.00| 90.00000 17910.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0021 401-07397 441.000 TON | 58.25000 25688.25| 65.00000 28665.00| 71.00000 31311.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0022 401-07398 208.000 TON | 64.75000 13468.00| 75.00000 15600.00| 71.00000 14768.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0023 401-07407 706.000 TON | 56.65000 39994.90| 52.00000 36712.00| 60.00000 42360.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0024 401-07423 656.000 TON | 55.75000 36572.00| 57.00000 37392.00| 60.00000 39360.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0025 401-07424 783.000 TON | 62.65000 49054.95| 58.00000 45414.00| 60.00000 46980.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0026 401-08338 596.000 TON | 70.65000 42107.40| 60.00000 35760.00| 71.00000 42316.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0027 402-07432 2.100 TON | 485.00000 1018.50| 350.00000 735.00| 90.00000 189.00 HMA SURFACE, TYPE A | | | 0028 402-07435 3.500 TON | 265.00000 927.50| 400.00000 1400.00| 70.00000 245.00 HMA INTERMEDIATE, TYPE A | | | 0029 406-05520 0.200 TON | 1000.00000 200.00| 4000.00000 800.00| 600.00000 120.00 ASPHALT FOR TACK COAT | | | 0030 604-91531 387.000 SYS | 35.00000 13545.00| 44.00000 17028.00| 33.97000 13146.39 SIDEWALK, CONCRETE, 4 IN. | | | 0031 605-06150 1804.000 LFT | 15.00000 27060.00| 19.00000 34276.00| 12.87000 23217.48 CURB AND GUTTER, C, CONCRETE | | | 0032 615-06490 10.000 EACH | 165.00000 1650.00| 132.00000 1320.00| 132.00000 1320.00 RIGHT OF WAY MARKER | | | 0033 615-06505 6.000 EACH | 695.00000 4170.00| 700.00000 4200.00| 700.00000 4200.00 MONUMENT, B | | | 0034 615-06510 2.000 EACH | 393.00000 786.00| 550.00000 1100.00| 550.00000 1100.00 MONUMENT, C | | | 0035 621-01004 5.000 EACH | 400.00000 2000.00| 373.00000 1865.00| 373.00000 1865.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 0.100 TON | 1450.00000 145.00| 1355.00000 135.50| 1356.00000 135.60 FERTILIZER | | | 0037 621-06557 40.000 LBS | 9.75000 390.00| 9.04000 361.60| 9.04000 361.60 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -10 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( 5 ) 35-1151771 |( 6 ) 35-0918397 |HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-06565 1.000 TON | 658.00000 658.00| 610.00000 610.00| 610.00000 610.00 MULCHING MATERIAL | | | 0039 621-06567 68.000 kGAL | 2.10000 142.80| 2.00000 136.00| 2.00000 136.00 WATER | | | 0040 621-06575 16677.000 SYS | 2.65000 44194.05| 2.56000 42693.12| 3.93000 65540.61 SODDING, NURSERY | | | 0041 628-09401 12.000 MOS | 1600.00000 19200.00| 2000.00000 24000.00| 2216.55000 26598.60 FIELD OFFICE, A | | | 0042 715-05048 1721.000 LFT | 4.00000 6884.00| 3.65000 6281.65| 8.57000 14748.97 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0043 715-05149 262.000 LFT | 29.00000 7598.00| 35.00000 9170.00| 28.39000 7438.18 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0044 715-05151 827.000 LFT | 30.50000 25223.50| 33.00000 27291.00| 31.22000 25818.94 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0045 715-05152 615.000 LFT | 40.50000 24907.50| 42.00000 25830.00| 43.05000 26475.75 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0046 715-05153 23.000 LFT | 85.00000 1955.00| 88.00000 2024.00| 105.75000 2432.25 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0047 715-05154 288.000 LFT | 55.50000 15984.00| 57.00000 16416.00| 51.07000 14708.16 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0048 718-52610 170.000 CYS | 35.00000 5950.00| 39.80000 6766.00| 63.66000 10822.20 AGGREGATE FOR UNDERDRAINS | | | 0049 718-99153 2024.000 SYS | 2.00000 4048.00| 1.85000 3744.40| 2.34000 4736.16 GEOTEXTILES FOR UNDERDRAIN | | | 0050 720-45135 1.000 EACH | 1090.00000 1090.00| 1300.00000 1300.00| 1946.77000 1946.77 INLET, F7, MODIFIED | | | 0051 720-45275 4.000 EACH | 1250.00000 5000.00| 1400.00000 5600.00| 1088.56000 4354.24 PIPE CATCH BASIN, 24 IN. | | | 0052 720-45410 11.000 EACH | 2300.00000 25300.00| 2500.00000 27500.00| 3188.72000 35075.92 MANHOLE, C4 | | | 0053 720-98174 6.000 EACH | 1985.00000 11910.00| 2200.00000 13200.00| 2759.09000 16554.54 INLET, B15 | | | 0054 720-99417 10.000 EACH | 2400.00000 24000.00| 2300.00000 23000.00| 2952.00000 29520.00 CATCH BASIN, C15 | | | 0055 801-03290 3.000 EACH | 380.00000 1140.00| 250.00000 750.00| 250.00000 750.00 CONSTRUCTION SIGN, C | | | 0056 801-04308 5.000 EACH | 440.00000 2200.00| 275.00000 1375.00| 275.00000 1375.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06207 2220.000 LFT | 0.65000 1443.00| 0.95000 2109.00| 0.95000 2109.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -11 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( 5 ) 35-1151771 |( 6 ) 35-0918397 |HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 801-06625 7.000 EACH | 115.00000 805.00| 115.00000 805.00| 115.00000 805.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 10.000 EACH | 225.00000 2250.00| 200.00000 2000.00| 200.00000 2000.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 3.000 EACH | 55.00000 165.00| 20.00000 60.00| 20.00000 60.00 CONSTRUCTION SIGN, B | | | 0061 801-06775 LUMP | 8200.00000 8200.00| 34802.98000 34802.98| 11687.57000 11687.57 MAINTAINING TRAFFIC | | | 0062 801-07118 140.000 LFT | 19.70000 2758.00| 15.00000 2100.00| 15.00000 2100.00 BARRICADE, III-A | | | 0063 801-07119 40.000 LFT | 20.00000 800.00| 17.50000 700.00| 17.50000 700.00 BARRICADE, III-B | | | 0064 802-05701 120.000 LFT | 11.75000 1410.00| 11.00000 1320.00| 11.00000 1320.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0065 802-07060 3.000 EACH | 200.00000 600.00| 186.00000 558.00| 186.00000 558.00 SIGN, SHEET, RELOCATE | | | 0066 802-76035 119.000 SFT | 23.00000 2737.00| 21.50000 2558.50| 21.50000 2558.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0067 805-01815 4.000 EACH | 2400.00000 9600.00| 2289.00000 9156.00| 2289.00000 9156.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0068 805-01842 5.000 EACH | 950.00000 4750.00| 923.00000 4615.00| 923.00000 4615.00 HANDHOLE, SIGNAL | | | 0069 805-02328 2244.000 LFT | 0.75000 1683.00| 0.70000 1570.80| 0.70000 1570.80 SIGNAL CABLE, 1C 14GA. | | | 0070 805-06592 1060.000 LFT | 15.50000 16430.00| 14.50000 15370.00| 14.50000 15370.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0071 805-78100 1.000 EACH | 14500.00000 14500.00| 13748.00000 13748.00| 13748.00000 13748.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0072 805-78205 6.000 EACH | 825.00000 4950.00| 766.00000 4596.00| 766.00000 4596.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0073 805-78230 2.000 EACH | 1275.00000 2550.00| 1202.00000 2404.00| 1202.00000 2404.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0074 805-78415 4.000 EACH | 1850.00000 7400.00| 1755.00000 7020.00| 1755.00000 7020.00 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -12 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( 5 ) 35-1151771 |( 6 ) 35-0918397 |HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 805-78420 4.000 EACH | 275.00000 1100.00| 256.00000 1024.00| 256.00000 1024.00 DISCONNECT HANGER | | | 0076 805-78445 1.000 EACH | 1000.00000 1000.00| 934.00000 934.00| 934.00000 934.00 SIGNAL SERVICE | | | 0077 805-78467 52.000 LFT | 2.50000 130.00| 2.30000 119.60| 2.30000 119.60 SIGNAL CABLE, 3C 8GA. | | | 0078 805-78485 402.000 LFT | 1.40000 562.80| 1.30000 522.60| 1.30000 522.60 SIGNAL CABLE, 5C 14GA. | | | 0079 805-78490 747.000 LFT | 1.60000 1195.20| 1.50000 1120.50| 1.50000 1120.50 SIGNAL CABLE, 7C 14GA. | | | 0080 805-78510 1324.000 LFT | 0.95000 1257.80| 0.90000 1191.60| 0.90000 1191.60 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0081 805-78746 207.000 LFT | 16.65000 3446.55| 15.50000 3208.50| 15.50000 3208.50 PREFORMED LOOP DETECTORS | | | 0082 805-78785 5.000 EACH | 775.00000 3875.00| 719.00000 3595.00| 719.00000 3595.00 SIGNAL DETECTOR HOUSING | | | 0083 805-78795 804.000 LFT | 7.00000 5628.00| 6.50000 5226.00| 6.50000 5226.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0084 805-78925 1.000 EACH | 1225.00000 1225.00| 1161.00000 1161.00| 1161.00000 1161.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0085 805-81032 4.000 EACH | 4200.00000 16800.00| 3914.00000 15656.00| 3914.00000 15656.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0086 805-92504 7.000 EACH | 340.00000 2380.00| 321.00000 2247.00| 321.00000 2247.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0087 808-03178 1.000 EACH | 110.00000 110.00| 200.00000 200.00| 200.00000 200.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0088 808-06694 2173.000 LFT | 0.70000 1521.10| 0.30000 651.90| 0.30000 651.90 LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0089 808-06713 4970.000 LFT | 0.23000 1143.10| 0.17000 844.90| 0.17000 844.90 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0090 808-06714 100.000 LFT | 0.70000 70.00| 0.17000 17.00| 0.17000 17.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0091 808-06716 1936.000 LFT | 0.50000 968.00| 0.40000 774.40| 0.40000 774.40 LINE, REMOVE | | | 0092 808-06723 1.000 EACH | 83.00000 83.00| 100.00000 100.00| 100.00000 100.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0093 808-06724 1.000 EACH | 94.00000 94.00| 100.00000 100.00| 100.00000 100.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -13 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( 5 ) 35-1151771 |( 6 ) 35-0918397 |HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 808-06726 65.000 LFT | 1.90000 123.50| 1.25000 81.25| 1.25000 81.25 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0095 808-74812 40.000 LFT | 6.00000 240.00| 7.75000 310.00| 7.75000 310.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0096 808-75051 462.000 LFT | 1.45000 669.90| 2.50000 1155.00| 2.50000 1155.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0097 808-75054 1726.000 LFT | 1.45000 2502.70| 2.50000 4315.00| 2.50000 4315.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0098 808-75067 29.000 LFT | 9.50000 275.50| 13.50000 391.50| 13.50000 391.50 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0099 808-75073 1.000 EACH | 185.00000 185.00| 250.00000 250.00| 250.00000 250.00 PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0100 808-75078 395.000 LFT | 0.83000 327.85| 1.00000 395.00| 1.00000 395.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0101 808-75998 93.000 EACH | 35.00000 3255.00| 32.85000 3055.05| 32.85000 3055.05 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0102 808-97027 329.000 LFT | 3.70000 1217.30| 4.00000 1316.00| 4.00000 1316.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 8 IN. | | | SECTION TOTALS | $ 939,075.80| $ 969,500.00| $ 975,822.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 939,075.80| $ 969,500.00| $ 975,822.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -14 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 90-0177865 |( 8 ) 35-1875662 |( 9 ) 35-1609544 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 9820.00000 9820.00| 18000.00000 18000.00| 10584.00000 10584.00 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 | | | 0007 110-01001 LUMP | 44032.55000 44032.55| 50000.00000 50000.00| 58151.00000 58151.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 15970.00000 15970.00| 30000.00000 30000.00| 52832.75000 52832.75 CLEARING RIGHT OF WAY | | | 0009 203-02000 8161.000 CYS | 10.50000 85690.50| 22.00000 179542.00| 25.48000 207942.28 EXCAVATION, COMMON | | | 0010 205-03371 4.200 CYS | 260.00000 1092.00| 85.50000 359.10| 30.05000 126.21 SEDIMENT, REMOVE | | | 0011 205-06931 18.000 TON | 80.00000 1440.00| 58.54000 1053.72| 46.97000 845.46 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 7.000 EACH | 113.00000 791.00| 107.00000 749.00| 115.56000 808.92 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06936 42.000 TON | 47.00000 1974.00| 50.00000 2100.00| 55.78000 2342.76 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 2565.000 LFT | 1.35000 3462.75| 1.26000 3231.90| 1.38000 3539.70 TEMPORARY SILT FENCE | | | 0015 207-08267 5785.000 SYS | 7.40000 42809.00| 7.00000 40495.00| 10.48000 60626.80 SUBGRADE TREATMENT, TYPE IIIA | | | 0016 211-09264 1688.000 CYS | 24.00000 40512.00| 24.00000 40512.00| 27.75000 46842.00 STRUCTURE BACKFILL, TYPE 1 | | | 0017 301-07448 155.000 TON | 43.00000 6665.00| 35.00000 5425.00| 28.21000 4372.55 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08034 910.000 SYS | 5.30000 4823.00| 4.00000 3640.00| 6.99000 6360.90 MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -15 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 90-0177865 |( 8 ) 35-1875662 |( 9 ) 35-1609544 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 401-07327 264.000 TON | 80.00000 21120.00| 75.85000 20024.40| 81.92000 21626.88 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm -SMA | | | 0020 401-07328 199.000 TON | 84.00000 16716.00| 79.20000 15760.80| 85.54000 17022.46 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0021 401-07397 441.000 TON | 57.00000 25137.00| 54.00000 23814.00| 58.32000 25719.12 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0022 401-07398 208.000 TON | 64.00000 13312.00| 60.00000 12480.00| 64.80000 13478.40 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0023 401-07407 706.000 TON | 55.50000 39183.00| 52.50000 37065.00| 56.70000 40030.20 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0024 401-07423 656.000 TON | 54.60000 35817.60| 51.70000 33915.20| 55.84000 36631.04 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0025 401-07424 783.000 TON | 61.30000 47997.90| 58.10000 45492.30| 62.75000 49133.25 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0026 401-08338 596.000 TON | 69.00000 41124.00| 65.50000 39038.00| 70.74000 42161.04 QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0027 402-07432 2.100 TON | 1070.00000 2247.00| 450.00000 945.00| 486.00000 1020.60 HMA SURFACE, TYPE A | | | 0028 402-07435 3.500 TON | 620.00000 2170.00| 250.00000 875.00| 270.00000 945.00 HMA INTERMEDIATE, TYPE A | | | 0029 406-05520 0.200 TON | 1000.00000 200.00| 950.00000 190.00| 1026.00000 205.20 ASPHALT FOR TACK COAT | | | 0030 604-91531 387.000 SYS | 42.00000 16254.00| 36.95000 14299.65| 26.60000 10294.20 SIDEWALK, CONCRETE, 4 IN. | | | 0031 605-06150 1804.000 LFT | 19.00000 34276.00| 16.55000 29856.20| 16.03000 28918.12 CURB AND GUTTER, C, CONCRETE | | | 0032 615-06490 10.000 EACH | 140.00000 1400.00| 153.00000 1530.00| 243.00000 2430.00 RIGHT OF WAY MARKER | | | 0033 615-06505 6.000 EACH | 740.00000 4440.00| 644.00000 3864.00| 594.00000 3564.00 MONUMENT, B | | | 0034 615-06510 2.000 EACH | 580.00000 1160.00| 365.00000 730.00| 378.00000 756.00 MONUMENT, C | | | 0035 621-01004 5.000 EACH | 395.00000 1975.00| 373.00000 1865.00| 402.84000 2014.20 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 0.100 TON | 1430.00000 143.00| 1356.00000 135.60| 1464.48000 146.45 FERTILIZER | | | 0037 621-06557 40.000 LBS | 15.00000 600.00| 9.04000 361.60| 9.76000 390.40 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -16 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 90-0177865 |( 8 ) 35-1875662 |( 9 ) 35-1609544 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-06565 1.000 TON | 644.00000 644.00| 610.00000 610.00| 658.80000 658.80 MULCHING MATERIAL | | | 0039 621-06567 68.000 kGAL | 2.10000 142.80| 2.00000 136.00| 2.16000 146.88 WATER | | | 0040 621-06575 16677.000 SYS | 3.00000 50031.00| 2.56000 42693.12| 2.76000 46028.52 SODDING, NURSERY | | | 0041 628-09401 12.000 MOS | 4060.00000 48720.00| 1500.00000 18000.00| 1846.08000 22152.96 FIELD OFFICE, A | | | 0042 715-05048 1721.000 LFT | 6.00000 10326.00| 3.30000 5679.30| 3.94000 6780.74 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0043 715-05149 262.000 LFT | 51.00000 13362.00| 22.00000 5764.00| 26.50000 6943.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0044 715-05151 827.000 LFT | 39.00000 32253.00| 27.00000 22329.00| 32.99000 27282.73 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0045 715-05152 615.000 LFT | 36.00000 22140.00| 32.00000 19680.00| 43.09000 26500.35 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0046 715-05153 23.000 LFT | 116.00000 2668.00| 35.00000 805.00| 67.11000 1543.53 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0047 715-05154 288.000 LFT | 69.00000 19872.00| 40.00000 11520.00| 54.11000 15583.68 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0048 718-52610 170.000 CYS | 42.00000 7140.00| 41.00000 6970.00| 42.98000 7306.60 AGGREGATE FOR UNDERDRAINS | | | 0049 718-99153 2024.000 SYS | 2.00000 4048.00| 1.00000 2024.00| 2.00000 4048.00 GEOTEXTILES FOR UNDERDRAIN | | | 0050 720-45135 1.000 EACH | 1870.00000 1870.00| 1500.00000 1500.00| 1186.49000 1186.49 INLET, F7, MODIFIED | | | 0051 720-45275 4.000 EACH | 1770.00000 7080.00| 1020.00000 4080.00| 1644.80000 6579.20 PIPE CATCH BASIN, 24 IN. | | | 0052 720-45410 11.000 EACH | 2490.00000 27390.00| 2640.00000 29040.00| 4114.68000 45261.48 MANHOLE, C4 | | | 0053 720-98174 6.000 EACH | 2740.00000 16440.00| 2250.00000 13500.00| 2416.74000 14500.44 INLET, B15 | | | 0054 720-99417 10.000 EACH | 3490.00000 34900.00| 2500.00000 25000.00| 3250.76000 32507.60 CATCH BASIN, C15 | | | 0055 801-03290 3.000 EACH | 174.00000 522.00| 165.00000 495.00| 383.40000 1150.20 CONSTRUCTION SIGN, C | | | 0056 801-04308 5.000 EACH | 450.00000 2250.00| 428.00000 2140.00| 444.96000 2224.80 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06207 2220.000 LFT | 1.00000 2220.00| 0.98000 2175.60| 0.65000 1443.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -17 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 90-0177865 |( 8 ) 35-1875662 |( 9 ) 35-1609544 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 801-06625 7.000 EACH | 94.00000 658.00| 89.00000 623.00| 116.64000 816.48 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 10.000 EACH | 190.00000 1900.00| 180.00000 1800.00| 231.12000 2311.20 CONSTRUCTION SIGN, A | | | 0060 801-06645 3.000 EACH | 47.00000 141.00| 45.00000 135.00| 56.16000 168.48 CONSTRUCTION SIGN, B | | | 0061 801-06775 LUMP | 7870.00000 7870.00| 25000.00000 25000.00| 13787.25000 13787.25 MAINTAINING TRAFFIC | | | 0062 801-07118 140.000 LFT | 14.00000 1960.00| 13.00000 1820.00| 19.71000 2759.40 BARRICADE, III-A | | | 0063 801-07119 40.000 LFT | 14.50000 580.00| 14.00000 560.00| 20.25000 810.00 BARRICADE, III-B | | | 0064 802-05701 120.000 LFT | 11.60000 1392.00| 11.00000 1320.00| 11.88000 1425.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0065 802-07060 3.000 EACH | 196.00000 588.00| 186.00000 558.00| 200.88000 602.64 SIGN, SHEET, RELOCATE | | | 0066 802-76035 119.000 SFT | 22.00000 2618.00| 21.50000 2558.50| 23.22000 2763.18 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0067 805-01815 4.000 EACH | 2400.00000 9600.00| 2289.00000 9156.00| 2472.12000 9888.48 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0068 805-01842 5.000 EACH | 975.00000 4875.00| 923.00000 4615.00| 996.84000 4984.20 HANDHOLE, SIGNAL | | | 0069 805-02328 2244.000 LFT | 0.75000 1683.00| 0.70000 1570.80| 0.76000 1705.44 SIGNAL CABLE, 1C 14GA. | | | 0070 805-06592 1060.000 LFT | 15.00000 15900.00| 14.50000 15370.00| 15.66000 16599.60 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0071 805-78100 1.000 EACH | 14500.00000 14500.00| 13748.00000 13748.00| 14847.84000 14847.84 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0072 805-78205 6.000 EACH | 800.00000 4800.00| 766.00000 4596.00| 827.28000 4963.68 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0073 805-78230 2.000 EACH | 1270.00000 2540.00| 1202.00000 2404.00| 1298.16000 2596.32 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0074 805-78415 4.000 EACH | 1850.00000 7400.00| 1755.00000 7020.00| 1895.40000 7581.60 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -18 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 90-0177865 |( 8 ) 35-1875662 |( 9 ) 35-1609544 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 805-78420 4.000 EACH | 270.00000 1080.00| 256.00000 1024.00| 276.48000 1105.92 DISCONNECT HANGER | | | 0076 805-78445 1.000 EACH | 990.00000 990.00| 934.00000 934.00| 1008.72000 1008.72 SIGNAL SERVICE | | | 0077 805-78467 52.000 LFT | 2.40000 124.80| 2.30000 119.60| 2.48000 128.96 SIGNAL CABLE, 3C 8GA. | | | 0078 805-78485 402.000 LFT | 1.40000 562.80| 1.30000 522.60| 1.40000 562.80 SIGNAL CABLE, 5C 14GA. | | | 0079 805-78490 747.000 LFT | 1.60000 1195.20| 1.50000 1120.50| 1.62000 1210.14 SIGNAL CABLE, 7C 14GA. | | | 0080 805-78510 1324.000 LFT | 1.00000 1324.00| 0.90000 1191.60| 0.97000 1284.28 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0081 805-78746 207.000 LFT | 16.50000 3415.50| 15.50000 3208.50| 16.74000 3465.18 PREFORMED LOOP DETECTORS | | | 0082 805-78785 5.000 EACH | 760.00000 3800.00| 719.00000 3595.00| 776.52000 3882.60 SIGNAL DETECTOR HOUSING | | | 0083 805-78795 804.000 LFT | 7.00000 5628.00| 6.50000 5226.00| 7.02000 5644.08 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0084 805-78925 1.000 EACH | 1225.00000 1225.00| 1161.00000 1161.00| 1253.88000 1253.88 CONTROLLER CABINET FOUNDATION, P1 | | | 0085 805-81032 4.000 EACH | 4100.00000 16400.00| 3914.00000 15656.00| 4227.12000 16908.48 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0086 805-92504 7.000 EACH | 340.00000 2380.00| 321.00000 2247.00| 346.68000 2426.76 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0087 808-03178 1.000 EACH | 230.00000 230.00| 220.00000 220.00| 115.56000 115.56 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0088 808-06694 2173.000 LFT | 0.20000 434.60| 0.16000 347.68| 0.71000 1542.83 LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0089 808-06713 4970.000 LFT | 0.20000 994.00| 0.16000 795.20| 0.24000 1192.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0090 808-06714 100.000 LFT | 0.20000 20.00| 0.16000 16.00| 0.70000 70.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0091 808-06716 1936.000 LFT | 1.00000 1936.00| 0.85000 1645.60| 0.50000 968.00 LINE, REMOVE | | | 0092 808-06723 1.000 EACH | 63.00000 63.00| 60.00000 60.00| 83.16000 83.16 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0093 808-06724 1.000 EACH | 63.00000 63.00| 60.00000 60.00| 95.04000 95.04 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 291 -19 TABULATION OF BIDS ROUTE : CALL ORDER : 291 CONTRACT ID : R -29640-A COUNTIES : HAMILTON LETTING DATE : 11/19/08 10:15 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 90-0177865 |( 8 ) 35-1875662 |( 9 ) 35-1609544 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 808-06726 65.000 LFT | 3.20000 208.00| 3.00000 195.00| 1.91000 124.15 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0095 808-74812 40.000 LFT | 7.00000 280.00| 6.60000 264.00| 6.10000 244.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0096 808-75051 462.000 LFT | 2.00000 924.00| 1.80000 831.60| 1.46000 674.52 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0097 808-75054 1726.000 LFT | 2.00000 3452.00| 1.80000 3106.80| 1.46000 2519.96 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0098 808-75067 29.000 LFT | 11.00000 319.00| 10.80000 313.20| 9.67000 280.43 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0099 808-75073 1.000 EACH | 200.00000 200.00| 195.00000 195.00| 185.76000 185.76 PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0100 808-75078 395.000 LFT | 2.00000 790.00| 1.65000 651.75| 0.83000 327.85 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0101 808-75998 93.000 EACH | 34.00000 3162.00| 32.85000 3055.05| 45.04000 4188.72 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0102 808-97027 329.000 LFT | 4.00000 1316.00| 3.60000 1184.40| 3.73000 1227.17 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 8 IN. | | | SECTION TOTALS | $ 999,900.00| $ 1,013,296.87| $ 1,163,029.03 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 999,900.00| $ 1,013,296.87| $ 1,163,029.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 295 -1 VENDOR RANKING CALL ORDER : 295 CONTRACT ID : R -29750-A COUNTIES : WARRICK LETTING DATE : 11/19/08 10:15 AM DISTRICT : 66 CONTRACT TIME : 07/01/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : BIKE046 0501256 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,050,756.00 100.0000% 2 35-1878024 RAGLE INC $ 1,144,442.97 108.9161% 3 35-1057095 BLANKENBERGER BROTHERS INC $ 1,245,006.00 118.4867% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,467,986.14 139.7076% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 295 -2 TABULATION OF BIDS ROUTE : 662 CALL ORDER : 295 CONTRACT ID : R -29750-A COUNTIES : WARRICK LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1009310 |( 2 ) 35-1878024 |( 3 ) 35-1057095 |DEIG BROTHERS LUMBER & CONST |RAGLE INC |BLANKENBERGER BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE / PEDESTRIAN FACILITIES | | | 0001 105-06845 LUMP | 12730.00000 12730.00| 12000.00000 12000.00| 54000.00000 54000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 265.00000 265.00| 100.00000 100.00| 125.00000 125.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 215.00000 2580.00| 100.00000 1200.00| 80.00000 960.00 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 109-08444 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 | 51000.44000 51000.44| 55000.00000 55000.00| 58500.00000 58500.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 26050.00000 26050.00| 62000.00000 62000.00| 102847.67000 102847.67 CLEARING RIGHT OF WAY | | | 0011 202-51330 LUMP | 19600.00000 19600.00| 117000.00000 117000.00| 64750.00000 64750.00 PRESENT STRUCTURE, REMOVE , TRANSPORT | | | AND REASSEMBLE | | | 0013 203-02000 381.000 CYS | 61.00000 23241.00| 10.00000 3810.00| 26.00000 9906.00 EXCAVATION, COMMON | | | 0014 203-02070 2227.000 CYS | 11.00000 24497.00| 14.00000 31178.00| 21.00000 46767.00 BORROW | | | 0015 205-02770 710.000 SYS | 2.00000 1420.00| 1.85000 1313.50| 1.85000 1313.50 EROSION CONTROL BLANKET | | | 0016 205-06933 1.000 EACH | 100.00000 100.00| 95.00000 95.00| 95.00000 95.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 3029.000 LFT | 1.50000 4543.50| 2.00000 6058.00| 1.45000 4392.05 TEMPORARY SILT FENCE | | | 0018 207-08267 968.070 SYS | 10.00000 9680.70| 12.00000 11616.84| 12.00000 11616.84 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 295 -3 TABULATION OF BIDS ROUTE : 662 CALL ORDER : 295 CONTRACT ID : R -29750-A COUNTIES : WARRICK LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1009310 |( 2 ) 35-1878024 |( 3 ) 35-1057095 |DEIG BROTHERS LUMBER & CONST |RAGLE INC |BLANKENBERGER BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 210-03827 1.000 EACH | 5440.00000 5440.00| 3800.00000 3800.00| 8100.00000 8100.00 FOUNTAIN, DRINKING | | | 0020 210-06369 256.110 LFT | 8.40000 2151.32| 2.00000 512.22| 10.00000 2561.10 SAW CUT | | | 0021 210-08157 7.000 EACH | 547.00000 3829.00| 475.00000 3325.00| 475.00000 3325.00 BICYCLE LOOP | | | 0022 210-08351 1.000 EACH | 3635.00000 3635.00| 4000.00000 4000.00| 5645.00000 5645.00 PLAQUE , RAIL MOUNTED | | | 0023 211-06467 23.400 CYS | 52.50000 1228.50| 50.00000 1170.00| 100.00000 2340.00 AGGREGATE FOR END BENT BACKFILL | | | 0024 211-07454 227.790 CYS | 38.50000 8769.92| 20.00000 4555.80| 30.00000 6833.70 STRUCTURE BACKFILL | | | 0025 301-07448 1040.000 TON | 20.00000 20800.00| 35.00000 36400.00| 28.00000 29120.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 303-07051 98.000 TON | 455.00000 44590.00| 429.00000 42042.00| 429.00000 42042.00 BOULDERS | | | 0027 306-08034 1376.150 SYS | 4.00000 5504.60| 4.00000 5504.60| 5.00000 6880.75 MILLING, ASPHALT, 1 1/2 IN. | | | 0028 402-07432 252.300 TON | 162.00000 40872.60| 120.00000 30276.00| 145.00000 36583.50 HMA SURFACE, TYPE A | | | 0029 402-07435 233.600 TON | 157.55000 36803.68| 118.00000 27564.80| 141.00000 32937.60 HMA INTERMEDIATE, TYPE A | | | 0030 406-05520 1.190 TON | 871.50000 1037.09| 750.00000 892.50| 780.00000 928.20 ASPHALT FOR TACK COAT | | | 0031 601-95344 1322.120 LFT | 88.00000 116346.56| 120.00000 158654.40| 90.00000 118990.80 HANDRAIL, PEDESTRIAN | | | 0032 602-98036 100.000 SYS | 4.75000 475.00| 4.35000 435.00| 4.35000 435.00 BARRIER MAT, WEED | | | 0033 603-01947 2.000 EACH | 4595.00000 9190.00| 2500.00000 5000.00| 4775.00000 9550.00 GATE BARRICADE | | | 0034 603-04099 3.000 EACH | 845.00000 2535.00| 500.00000 1500.00| 800.00000 2400.00 PIPE BOLLARD | | | 0035 604-01527 121.000 SYS | 207.00000 25047.00| 185.00000 22385.00| 208.00000 25168.00 PAVERS, BRICK | | | 0036 604-07894 16.000 SYS | 104.70000 1675.20| 110.00000 1760.00| 155.00000 2480.00 CURB RAMP, CONCRETE, A | | | 0037 604-91531 732.000 SYS | 36.25000 26535.00| 31.70000 23204.40| 28.50000 20862.00 SIDEWALK, CONCRETE, 4 IN. | | | 0038 605-06090 128.000 LFT | 14.25000 1824.00| 15.50000 1984.00| 25.00000 3200.00 CURB, INTEGRAL, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 295 -4 TABULATION OF BIDS ROUTE : 662 CALL ORDER : 295 CONTRACT ID : R -29750-A COUNTIES : WARRICK LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1009310 |( 2 ) 35-1878024 |( 3 ) 35-1057095 |DEIG BROTHERS LUMBER & CONST |RAGLE INC |BLANKENBERGER BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 605-06120 311.000 LFT | 17.90000 5566.90| 25.00000 7775.00| 20.00000 6220.00 CURB, CONCRETE | | | 0040 611-03671 3.000 EACH | 4315.00000 12945.00| 3750.00000 11250.00| 3750.00000 11250.00 TRASH RECEPTACLE | | | 0041 615-06496 11.000 EACH | 280.00000 3080.00| 250.00000 2750.00| 200.00000 2200.00 PARKING BARRIER | | | 0042 616-02320 161.200 SYS | 5.00000 806.00| 2.00000 322.40| 5.00000 806.00 GEOTEXTILES | | | 0043 616-06405 132.530 TON | 36.00000 4771.08| 35.00000 4638.55| 38.00000 5036.14 RIPRAP, REVETMENT | | | 0044 619-05926 LUMP | 7540.00000 7540.00| 7100.00000 7100.00| 5000.00000 5000.00 ENVIRONMENTAL CONTROL | | | 0045 619-09427 1631.000 SFT | 47.50000 77472.50| 37.00000 60347.00| 40.00000 65240.00 CLEAN STEEL BRIDGE, TYPE 3, QP-2 | | | 0046 619-09436 1631.000 SFT | 13.00000 21203.00| 8.22000 13406.82| 15.00000 24465.00 PAINT STEEL BRIDGE, TYPE 3 | | | 0047 621-01004 2.000 EACH | 760.00000 1520.00| 715.00000 1430.00| 715.00000 1430.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-03909 8.550 LBS | 292.00000 2496.60| 275.00000 2351.25| 275.00000 2351.25 SEED MIXTURE, NATIVE , MIX 1 | | | 0049 621-03909 5.250 LBS | 255.00000 1338.75| 240.00000 1260.00| 240.00000 1260.00 SEED MIXTURE, NATIVE , MIX 2 | | | 0050 621-04258 7.000 LBS | 122.00000 854.00| 115.00000 805.00| 115.00000 805.00 SEED MIXTURE , NURSERY CROP | | | 0051 621-06553 51.000 LBS | 4.25000 216.75| 4.00000 204.00| 4.00000 204.00 SEED MIXTURE, R | | | 0052 621-06574 3746.510 SYS | 3.00000 11239.53| 4.00000 14986.04| 2.85000 10677.55 SODDING | | | 0053 621-09508 LUMP | 2390.00000 2390.00| 2250.00000 2250.00| 2250.00000 2250.00 INVASIVE SPECIES CONTROL | | | 0054 621-09510 0.350 ACRE | 15310.00000 5358.50| 14420.00000 5047.00| 14420.00000 5047.00 MITIGATION , MIX 1 | | | 0055 621-09510 0.350 ACRE | 15310.00000 5358.50| 14420.00000 5047.00| 14420.00000 5047.00 MITIGATION , MIX 2 | | | 0056 621-93582 25.600 CYS | 175.00000 4480.00| 165.00000 4224.00| 165.00000 4224.00 MULCH, STONE | | | 0057 622-03672 LUMP | 2655.00000 2655.00| 3000.00000 3000.00| 2500.00000 2500.00 TREE PROTECTION AND TRIMMING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 295 -5 TABULATION OF BIDS ROUTE : 662 CALL ORDER : 295 CONTRACT ID : R -29750-A COUNTIES : WARRICK LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1009310 |( 2 ) 35-1878024 |( 3 ) 35-1057095 |DEIG BROTHERS LUMBER & CONST |RAGLE INC |BLANKENBERGER BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 622-05625 33.000 EACH | 165.00000 5445.00| 155.00000 5115.00| 155.00000 5115.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 48 TO 72 IN. | | | 0059 622-05626 3.000 EACH | 310.00000 930.00| 290.00000 870.00| 290.00000 870.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 72 TO 96 IN. | | | 0060 622-05640 23.000 EACH | 48.00000 1104.00| 45.00000 1035.00| 45.00000 1035.00 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0061 622-05641 38.000 EACH | 69.00000 2622.00| 65.00000 2470.00| 65.00000 2470.00 PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0062 622-05644 30.000 EACH | 260.00000 7800.00| 245.00000 7350.00| 245.00000 7350.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 48 TO 72 IN. | | | 0063 622-05648 60.000 EACH | 133.00000 7980.00| 125.00000 7500.00| 125.00000 7500.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN. OR UNDER | | | 0064 622-05649 77.000 EACH | 270.00000 20790.00| 255.00000 19635.00| 255.00000 19635.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0065 622-05651 17.000 EACH | 393.00000 6681.00| 370.00000 6290.00| 370.00000 6290.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0066 622-05654 1504.000 EACH | 3.50000 5264.00| 3.25000 4888.00| 3.25000 4888.00 PLANT, PERENNIAL , 2" PLUG | | | 0067 622-05654 697.000 EACH | 5.65000 3938.05| 5.30000 3694.10| 5.30000 3694.10 PLANT, PERENNIAL , 4" POT | | | 0068 628-09402 12.000 MOS | 1700.00000 20400.00| 750.00000 9000.00| 2400.00000 28800.00 FIELD OFFICE, B | | | 0069 628-09407 12.000 MOS | 213.00000 2556.00| 50.00000 600.00| 300.00000 3600.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0070 701-51195 318.000 LFT | 93.50000 29733.00| 65.00000 20670.00| 93.00000 29574.00 PILE, STEEL H, HP 12" X 53 | | | 0071 701-91792 6.000 EACH | 93.50000 561.00| 250.00000 1500.00| 150.00000 900.00 PILE TIP, STEEL H | | | 0072 702-51005 44.400 CYS | 716.00000 31790.40| 1200.00000 53280.00| 1350.00000 59940.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 295 -6 TABULATION OF BIDS ROUTE : 662 CALL ORDER : 295 CONTRACT ID : R -29750-A COUNTIES : WARRICK LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1009310 |( 2 ) 35-1878024 |( 3 ) 35-1057095 |DEIG BROTHERS LUMBER & CONST |RAGLE INC |BLANKENBERGER BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 703-51032 3682.000 LBS | 1.75000 6443.50| 2.00000 7364.00| 4.50000 16569.00 REINFORCING STEEL, EPOXY COATED | | | 0074 706-90881 207.000 LFT | 140.00000 28980.00| 185.00000 38295.00| 163.00000 33741.00 STRUCTURAL BRIDGE RAILING | | | 0075 709-51821 LUMP | 1340.00000 1340.00| 1000.00000 1000.00| 1750.00000 1750.00 SURFACE SEAL | | | 0076 711-04121 8.000 EACH | 80.00000 640.00| 50.00000 400.00| 100.00000 800.00 ANCHOR BOLT, AB1 | | | 0077 711-51038 LUMP | 42800.00000 42800.00| 28000.00000 28000.00| 28200.00000 28200.00 STRUCTURAL STEEL | | | 0078 711-90932 365.000 LFT | 9.25000 3376.25| 8.65000 3157.25| 8.65000 3157.25 EDGING, STEEL | | | 0079 712-03812 10.000 EACH | 3222.00000 32220.00| 2800.00000 28000.00| 2800.00000 28000.00 BENCH | | | 0080 712-06386 1421.000 SFT | 4.80000 6820.80| 8.00000 11368.00| 7.50000 10657.50 PLANK FLOORS, SINGLE PLY | | | 0081 715-05127 60.000 LFT | 155.00000 9300.00| 125.00000 7500.00| 115.00000 6900.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0082 715-05152 14.000 LFT | 61.75000 864.50| 80.00000 1120.00| 105.00000 1470.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0083 715-05407 70.000 LFT | 9.00000 630.00| 14.00000 980.00| 10.00000 700.00 PIPE, END BENT DRAIN, 6 IN. | | | 0084 715-05842 1.000 EACH | 1890.00000 1890.00| 1000.00000 1000.00| 1300.00000 1300.00 CONCRETE ANCHOR, 42 IN. | | | 0085 720-45235 1.000 EACH | 2445.00000 2445.00| 2200.00000 2200.00| 2100.00000 2100.00 CATCH BASIN, E7 | | | 0086 720-94612 2.000 EACH | 6105.00000 12210.00| 5500.00000 11000.00| 5400.00000 10800.00 MANHOLE, K4 | | | 0087 802-03821 1.000 EACH | 10910.00000 10910.00| 11000.00000 11000.00| 11750.00000 11750.00 SIGN, SHEET WITH LEGEND , DOUBLE SIDED | | | WAYFINDING | | | 0088 802-03896 5.000 EACH | 1105.00000 5525.00| 800.00000 4000.00| 825.00000 4125.00 BOLLARD , DROP DOWN | | | 0089 802-04250 3.000 EACH | 4420.00000 13260.00| 1300.00000 3900.00| 4642.00000 13926.00 SIGN, TRAIL INFORMATION , DOUBLE SIDED | | | 0090 802-04893 20.000 EACH | 105.00000 2100.00| 90.00000 1800.00| 90.00000 1800.00 REFERENCE POST , NO MOW SIGN | | | 0091 802-76025 57.130 SFT | 20.50000 1171.17| 17.90000 1022.63| 17.90000 1022.63 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 295 -7 TABULATION OF BIDS ROUTE : 662 CALL ORDER : 295 CONTRACT ID : R -29750-A COUNTIES : WARRICK LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1009310 |( 2 ) 35-1878024 |( 3 ) 35-1057095 |DEIG BROTHERS LUMBER & CONST |RAGLE INC |BLANKENBERGER BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 802-76055 261.000 LFT | 32.50000 8482.50| 28.20000 7360.20| 28.20000 7360.20 SIGN POST, A | | | 0093 808-75245 4149.220 LFT | 0.50000 2074.61| 0.42000 1742.67| 0.42000 1742.67 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0094 808-75325 8.000 EACH | 86.50000 692.00| 75.00000 600.00| 75.00000 600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0095 808-06609 8.000 EACH | 260.00000 2080.00| 225.00000 1800.00| 225.00000 1800.00 PAVEMENT MESSAGE MARKING , | | | THERMOPLASTIC, SYMBOL, BICYCLE | | | 0096 808-06609 8.000 EACH | 201.50000 1612.00| 175.00000 1400.00| 175.00000 1400.00 PAVEMENT MESSAGE MARKING , | | | THERMOPLASTIC, SYMBOL, PEDESTRIAN | | | SECTION TOTALS | $ 1,050,756.00| $ 1,144,442.97| $ 1,245,006.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,050,756.00| $ 1,144,442.97| $ 1,245,006.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 295 -8 TABULATION OF BIDS ROUTE : 662 CALL ORDER : 295 CONTRACT ID : R -29750-A COUNTIES : WARRICK LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE / PEDESTRIAN FACILITIES | | | 0001 105-06845 LUMP | 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 350.00000 350.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 75.00000 900.00| | 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 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0009 110-01001 LUMP | 73399.30600 73399.31| | MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 73399.30600 73399.31| | CLEARING RIGHT OF WAY | | | 0011 202-51330 LUMP | 125000.00000 125000.00| | PRESENT STRUCTURE, REMOVE , TRANSPORT | | | AND REASSEMBLE | | | 0013 203-02000 381.000 CYS | 40.00000 15240.00| | EXCAVATION, COMMON | | | 0014 203-02070 2227.000 CYS | 20.00000 44540.00| | BORROW | | | 0015 205-02770 710.000 SYS | 1.85000 1313.50| | EROSION CONTROL BLANKET | | | 0016 205-06933 1.000 EACH | 95.00000 95.00| | TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 3029.000 LFT | 1.45000 4392.05| | TEMPORARY SILT FENCE | | | 0018 207-08267 968.070 SYS | 15.00000 14521.05| | SUBGRADE TREATMENT, TYPE IIIA | | | 0019 210-03827 1.000 EACH | 10000.00000 10000.00| | FOUNTAIN, DRINKING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 295 -9 TABULATION OF BIDS ROUTE : 662 CALL ORDER : 295 CONTRACT ID : R -29750-A COUNTIES : WARRICK LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 210-06369 256.110 LFT | 5.00000 1280.55| | SAW CUT | | | 0021 210-08157 7.000 EACH | 1500.00000 10500.00| | BICYCLE LOOP | | | 0022 210-08351 1.000 EACH | 7500.00000 7500.00| | PLAQUE , RAIL MOUNTED | | | 0023 211-06467 23.400 CYS | 125.00000 2925.00| | AGGREGATE FOR END BENT BACKFILL | | | 0024 211-07454 227.790 CYS | 25.00000 5694.75| | STRUCTURE BACKFILL | | | 0025 301-07448 1040.000 TON | 25.00000 26000.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 303-07051 98.000 TON | 415.00000 40670.00| | BOULDERS | | | 0027 306-08034 1376.150 SYS | 5.00000 6880.75| | MILLING, ASPHALT, 1 1/2 IN. | | | 0028 402-07432 252.300 TON | 145.00000 36583.50| | HMA SURFACE, TYPE A | | | 0029 402-07435 233.600 TON | 141.00000 32937.60| | HMA INTERMEDIATE, TYPE A | | | 0030 406-05520 1.190 TON | 780.00000 928.20| | ASPHALT FOR TACK COAT | | | 0031 601-95344 1322.120 LFT | 131.25000 173528.25| | HANDRAIL, PEDESTRIAN | | | 0032 602-98036 100.000 SYS | 4.35000 435.00| | BARRIER MAT, WEED | | | 0033 603-01947 2.000 EACH | 4900.00000 9800.00| | GATE BARRICADE | | | 0034 603-04099 3.000 EACH | 1100.00000 3300.00| | PIPE BOLLARD | | | 0035 604-01527 121.000 SYS | 185.00000 22385.00| | PAVERS, BRICK | | | 0036 604-07894 16.000 SYS | 94.00000 1504.00| | CURB RAMP, CONCRETE, A | | | 0037 604-91531 732.000 SYS | 32.50000 23790.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0038 605-06090 128.000 LFT | 12.75000 1632.00| | CURB, INTEGRAL, CONCRETE | | | 0039 605-06120 311.000 LFT | 16.00000 4976.00| | CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 295 -10 TABULATION OF BIDS ROUTE : 662 CALL ORDER : 295 CONTRACT ID : R -29750-A COUNTIES : WARRICK LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 611-03671 3.000 EACH | 1500.00000 4500.00| | TRASH RECEPTACLE | | | 0041 615-06496 11.000 EACH | 250.00000 2750.00| | PARKING BARRIER | | | 0042 616-02320 161.200 SYS | 5.00000 806.00| | GEOTEXTILES | | | 0043 616-06405 132.530 TON | 35.00000 4638.55| | RIPRAP, REVETMENT | | | 0044 619-05926 LUMP | 5000.00000 5000.00| | ENVIRONMENTAL CONTROL | | | 0045 619-09427 1631.000 SFT | 40.00000 65240.00| | CLEAN STEEL BRIDGE, TYPE 3, QP-2 | | | 0046 619-09436 1631.000 SFT | 15.00000 24465.00| | PAINT STEEL BRIDGE, TYPE 3 | | | 0047 621-01004 2.000 EACH | 715.00000 1430.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-03909 8.550 LBS | 275.00000 2351.25| | SEED MIXTURE, NATIVE , MIX 1 | | | 0049 621-03909 5.250 LBS | 240.00000 1260.00| | SEED MIXTURE, NATIVE , MIX 2 | | | 0050 621-04258 7.000 LBS | 115.00000 805.00| | SEED MIXTURE , NURSERY CROP | | | 0051 621-06553 51.000 LBS | 4.00000 204.00| | SEED MIXTURE, R | | | 0052 621-06574 3746.510 SYS | 2.85000 10677.55| | SODDING | | | 0053 621-09508 LUMP | 2250.00000 2250.00| | INVASIVE SPECIES CONTROL | | | 0054 621-09510 0.350 ACRE | 14420.00000 5047.00| | MITIGATION , MIX 1 | | | 0055 621-09510 0.350 ACRE | 14420.00000 5047.00| | MITIGATION , MIX 2 | | | 0056 621-93582 25.600 CYS | 165.00000 4224.00| | MULCH, STONE | | | 0057 622-03672 LUMP | 10000.00000 10000.00| | TREE PROTECTION AND TRIMMING | | | 0058 622-05625 33.000 EACH | 155.00000 5115.00| | PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 48 TO 72 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 295 -11 TABULATION OF BIDS ROUTE : 662 CALL ORDER : 295 CONTRACT ID : R -29750-A COUNTIES : WARRICK LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 622-05626 3.000 EACH | 290.00000 870.00| | PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 72 TO 96 IN. | | | 0060 622-05640 23.000 EACH | 45.00000 1035.00| | PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0061 622-05641 38.000 EACH | 65.00000 2470.00| | PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0062 622-05644 30.000 EACH | 245.00000 7350.00| | PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 48 TO 72 IN. | | | 0063 622-05648 60.000 EACH | 125.00000 7500.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN. OR UNDER | | | 0064 622-05649 77.000 EACH | 255.00000 19635.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0065 622-05651 17.000 EACH | 370.00000 6290.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0066 622-05654 1504.000 EACH | 3.25000 4888.00| | PLANT, PERENNIAL , 2" PLUG | | | 0067 622-05654 697.000 EACH | 5.30000 3694.10| | PLANT, PERENNIAL , 4" POT | | | 0068 628-09402 12.000 MOS | 2500.00000 30000.00| | FIELD OFFICE, B | | | 0069 628-09407 12.000 MOS | 300.00000 3600.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0070 701-51195 318.000 LFT | 150.00000 47700.00| | PILE, STEEL H, HP 12" X 53 | | | 0071 701-91792 6.000 EACH | 200.00000 1200.00| | PILE TIP, STEEL H | | | 0072 702-51005 44.400 CYS | 1500.00000 66600.00| | CONCRETE, A, SUBSTRUCTURE | | | 0073 703-51032 3682.000 LBS | 2.50000 9205.00| | REINFORCING STEEL, EPOXY COATED | | | 0074 706-90881 207.000 LFT | 233.00000 48231.00| | STRUCTURAL BRIDGE RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 295 -12 TABULATION OF BIDS ROUTE : 662 CALL ORDER : 295 CONTRACT ID : R -29750-A COUNTIES : WARRICK LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 709-51821 LUMP | 1260.00000 1260.00| | SURFACE SEAL | | | 0076 711-04121 8.000 EACH | 100.00000 800.00| | ANCHOR BOLT, AB1 | | | 0077 711-51038 LUMP | 100000.00000 100000.00| | STRUCTURAL STEEL | | | 0078 711-90932 365.000 LFT | 8.65000 3157.25| | EDGING, STEEL | | | 0079 712-03812 10.000 EACH | 4900.00000 49000.00| | BENCH | | | 0080 712-06386 1421.000 SFT | 25.00000 35525.00| | PLANK FLOORS, SINGLE PLY | | | 0081 715-05127 60.000 LFT | 250.00000 15000.00| | PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0082 715-05152 14.000 LFT | 165.00000 2310.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0083 715-05407 70.000 LFT | 30.00000 2100.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0084 715-05842 1.000 EACH | 2500.00000 2500.00| | CONCRETE ANCHOR, 42 IN. | | | 0085 720-45235 1.000 EACH | 4000.00000 4000.00| | CATCH BASIN, E7 | | | 0086 720-94612 2.000 EACH | 7500.00000 15000.00| | MANHOLE, K4 | | | 0087 802-03821 1.000 EACH | 1500.00000 1500.00| | SIGN, SHEET WITH LEGEND , DOUBLE SIDED | | | WAYFINDING | | | 0088 802-03896 5.000 EACH | 1100.00000 5500.00| | BOLLARD , DROP DOWN | | | 0089 802-04250 3.000 EACH | 1000.00000 3000.00| | SIGN, TRAIL INFORMATION , DOUBLE SIDED | | | 0090 802-04893 20.000 EACH | 75.00000 1500.00| | REFERENCE POST , NO MOW SIGN | | | 0091 802-76025 57.130 SFT | 25.00000 1428.25| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0092 802-76055 261.000 LFT | 5.00000 1305.00| | SIGN POST, A | | | 0093 808-75245 4149.220 LFT | 1.45000 6016.37| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 295 -13 TABULATION OF BIDS ROUTE : 662 CALL ORDER : 295 CONTRACT ID : R -29750-A COUNTIES : WARRICK LETTING DATE : 11/19/08 10:15 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 808-75325 8.000 EACH | 125.00000 1000.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0095 808-06609 8.000 EACH | 225.00000 1800.00| | PAVEMENT MESSAGE MARKING , | | | THERMOPLASTIC, SYMBOL, BICYCLE | | | 0096 808-06609 8.000 EACH | 225.00000 1800.00| | PAVEMENT MESSAGE MARKING , | | | THERMOPLASTIC, SYMBOL, PEDESTRIAN | | | SECTION TOTALS | $ 1,467,986.14| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,467,986.14| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 301 -1 VENDOR RANKING CALL ORDER : 301 CONTRACT ID : R -29888-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/08 10:15 AM DISTRICT : 64 CONTRACT TIME : 09/15/09 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 0600371 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 38-1625197 SELGE CONSTRUCTION CO INC $ 1,657,988.56 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 1,728,568.35 104.2570% 3 35-1489621 HRP CONSTRUCTION INC $ 1,735,345.48 104.6657% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,739,307.00 104.9046% 5 35-1120685 WALSH & KELLY INC $ 1,777,673.95 107.2187% 6 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,980,409.14 119.4465% 7 35-1035122 GARIUP CONSTRUCTION CO INC $ 2,487,800.00 150.0493% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 301 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 301 CONTRACT ID : R -29888-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-1625197 |( 2 ) 35-1339168 |( 3 ) 35-1489621 |SELGE CONSTRUCTION CO INC |LAPORTE CONSTRUCTION CO |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE WORK, ENHANCEMENT | | | 0001 105-06845 LUMP | 23650.00000 23650.00| 19900.00000 19900.00| 33300.00000 33300.00 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 | | | 0006 110-01001 LUMP | 81005.00000 81005.00| 84978.20000 84978.20| 86000.00000 86000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 48100.00000 48100.00| 20000.00000 20000.00| 49000.00000 49000.00 CLEARING RIGHT OF WAY | | | 0008 202-02241 174.000 LFT | 10.00000 1740.00| 12.00000 2088.00| 12.00000 2088.00 GUARDRAIL, REMOVE | | | 0009 202-02250 91.000 EACH | 100.00000 9100.00| 1.00000 91.00| 100.00000 9100.00 TREE, 10 IN., REMOVE | | | 0010 202-02278 215.000 LFT | 10.00000 2150.00| 3.86000 829.90| 4.00000 860.00 CURB, CONCRETE, REMOVE | | | 0011 202-90747 40.000 LFT | 20.00000 800.00| 59.35000 2374.00| 5.00000 200.00 RETAINING WALL, REMOVE | | | 0012 202-92953 92.000 SYS | 10.00000 920.00| 13.17000 1211.64| 6.00000 552.00 CURB AND GUTTER TURNOUT, REMOVE | | | 0013 202-94747 2.000 EACH | 50.00000 100.00| 125.61000 251.22| 100.00000 200.00 POST, REMOVE | | | 0014 203-02000 11880.000 CYS | 23.45000 278586.00| 17.08000 202910.40| 19.00000 225720.00 EXCAVATION, COMMON | | | 0016 205-06937 7761.000 LFT | 1.55000 12029.55| 2.98000 23127.78| 2.00000 15522.00 TEMPORARY SILT FENCE | | | 0017 206-96304 75.000 LFT | 92.00000 6900.00| 200.00000 15000.00| 90.00000 6750.00 SHEET PILING , REINFORCED CONCRETE CAP | | | 0018 206-98327 1820.000 SFT | 58.00000 105560.00| 58.00000 105560.00| 52.00000 94640.00 SHEET PILING, STEEL, S 30.2 | | | 0019 207-08267 751.000 SYS | 16.00000 12016.00| 8.60000 6458.60| 13.00000 9763.00 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 301 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 301 CONTRACT ID : R -29888-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-1625197 |( 2 ) 35-1339168 |( 3 ) 35-1489621 |SELGE CONSTRUCTION CO INC |LAPORTE CONSTRUCTION CO |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 210-04181 4.000 EACH | 840.00000 3360.00| 958.39000 3833.56| 950.00000 3800.00 BICYCLE RACK | | | 0021 210-07893 LUMP | 2275.00000 2275.00| 10750.00000 10750.00| 15000.00000 15000.00 IRRIGATION , CROSSWALK "7" | | | 0022 210-07893 LUMP | 10503.00000 10503.00| 10750.00000 10750.00| 15000.00000 15000.00 IRRIGATION , CROSSWALK "8" | | | 0023 210-07893 LUMP | 3425.00000 3425.00| 10750.00000 10750.00| 15000.00000 15000.00 IRRIGATION , CROSSWALK #5 | | | 0024 210-07893 LUMP | 21870.00000 21870.00| 10750.00000 10750.00| 15000.00000 15000.00 IRRIGATION , CROSSWALK #6 | | | 0025 210-07893 LUMP | 15220.00000 15220.00| 10750.00000 10750.00| 15000.00000 15000.00 IRRIGATION , NODE "E" | | | 0026 210-07893 LUMP | 2350.00000 2350.00| 10750.00000 10750.00| 15000.00000 15000.00 IRRIGATION , NODE "F" | | | 0027 210-07893 LUMP | 2555.00000 2555.00| 10750.00000 10750.00| 15000.00000 15000.00 IRRIGATION , NODE "G" | | | 0028 210-09164 568.600 SYS | 56.10000 31898.46| 82.25000 46767.35| 56.09000 31892.77 PAVING SYSTEM , POROUS " GREEN" | | | 0029 211-09265 142.500 CYS | 25.00000 3562.50| 27.01000 3848.93| 20.00000 2850.00 STRUCTURE BACKFILL, TYPE 2 | | | 0030 211-09266 129.000 CYS | 15.00000 1935.00| 27.03000 3486.87| 9.00000 1161.00 STRUCTURE BACKFILL, TYPE 3 | | | 0031 212-06282 2961.000 CYS | 5.00000 14805.00| 4.00000 11844.00| 2.00000 5922.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0032 301-07448 4223.300 TON | 16.50000 69684.45| 24.47000 103344.15| 28.00000 118252.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 303-02051 100.000 TON | 32.00000 3200.00| 45.20000 4520.00| 35.00000 3500.00 STONE, NO 2 | | | 0034 303-07662 50.000 TON | 60.00000 3000.00| 53.43000 2671.50| 75.00000 3750.00 STONE , GLACIAL | | | 0035 304-07490 106.200 TON | 128.00000 13593.60| 128.00000 13593.60| 128.00000 13593.60 HMA PATCHING, TYPE B | | | 0036 304-07492 1.000 TON | 360.00000 360.00| 360.00000 360.00| 360.00000 360.00 WIDENING WITH HMA, TYPE A | | | 0037 306-08034 6238.380 SYS | 2.00000 12476.76| 2.36000 14722.58| 1.75000 10917.17 MILLING, ASPHALT, 1 1/2 IN. | | | 0038 402-07432 455.000 TON | 77.00000 35035.00| 77.00000 35035.00| 77.00000 35035.00 HMA SURFACE, TYPE A | | | 0039 402-07433 763.800 TON | 77.00000 58812.60| 77.00000 58812.60| 77.00000 58812.60 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 301 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 301 CONTRACT ID : R -29888-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-1625197 |( 2 ) 35-1339168 |( 3 ) 35-1489621 |SELGE CONSTRUCTION CO INC |LAPORTE CONSTRUCTION CO |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 402-07435 910.000 TON | 58.00000 52780.00| 58.00000 52780.00| 58.00000 52780.00 HMA INTERMEDIATE, TYPE A | | | 0041 402-07438 747.400 TON | 64.00000 47833.60| 64.00000 47833.60| 64.00000 47833.60 HMA INTERMEDIATE, TYPE B | | | 0042 406-05520 4.600 TON | 1.00000 4.60| 1.00000 4.60| 1.00000 4.60 ASPHALT FOR TACK COAT | | | 0043 506-06333 33.800 SYS | 80.00000 2704.00| 216.03000 7301.81| 88.00000 2974.40 PCCP PATCHING, FULL DEPTH | | | 0044 601-94689 1.000 EACH | 4550.00000 4550.00| 2215.00000 2215.00| 2215.00000 2215.00 GUARDRAIL END TREATMENT, OS | | | 0045 601-99105 100.000 LFT | 35.00000 3500.00| 24.00000 2400.00| 24.00000 2400.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0046 604-04927 30.000 LFT | 75.00000 2250.00| 33.00000 990.00| 239.10000 7173.00 CONCRETE , MILE MARKER | | | 0047 604-07894 12.400 SYS | 89.00000 1103.60| 241.70000 2997.08| 125.00000 1550.00 CURB RAMP, CONCRETE, A | | | 0048 604-07897 49.400 SYS | 116.00000 5730.40| 193.65000 9566.31| 125.00000 6175.00 CURB RAMP, CONCRETE, C | | | 0049 604-07904 26.640 SYS | 116.00000 3090.24| 212.74000 5667.39| 125.00000 3330.00 CURB RAMP, CONCRETE, L | | | 0050 604-44251 6.000 CYS | 600.00000 3600.00| 932.52000 5595.12| 1045.00000 6270.00 STEPS, CONCRETE | | | 0051 604-90256 33.900 SYS | 68.00000 2305.20| 84.41000 2861.50| 56.00000 1898.40 SIDEWALK, CONCRETE, 6 IN. , REINFORCED | | | 0052 604-90256 48.400 SYS | 72.00000 3484.80| 80.02000 3872.97| 65.00000 3146.00 SIDEWALK, CONCRETE, 6 IN. , REINFORCED, | | | COLORED | | | 0053 604-91531 838.300 SYS | 32.50000 27244.75| 60.98000 51119.53| 32.00000 26825.60 SIDEWALK, CONCRETE, 4 IN. | | | 0054 604-91531 285.700 SYS | 41.00000 11713.70| 89.43000 25550.15| 40.00000 11428.00 SIDEWALK, CONCRETE, 4 IN. , COLORED | | | 0055 605-06120 881.000 LFT | 12.25000 10792.25| 12.00000 10572.00| 12.00000 10572.00 CURB, CONCRETE , 6 IN | | | 0056 605-06120 6189.000 LFT | 11.75000 72720.75| 12.00000 74268.00| 12.00000 74268.00 CURB, CONCRETE , 8 IN. | | | 0057 605-06125 348.000 LFT | 18.00000 6264.00| 51.17000 17807.16| 25.00000 8700.00 CURB, CONCRETE, MODIFIED , REINFORCED | | | 0058 605-06250 62.000 SYS | 100.00000 6200.00| 134.90000 8363.80| 98.00000 6076.00 CENTER CURB, C, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 301 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 301 CONTRACT ID : R -29888-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-1625197 |( 2 ) 35-1339168 |( 3 ) 35-1489621 |SELGE CONSTRUCTION CO INC |LAPORTE CONSTRUCTION CO |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 610-07487 210.900 TON | 114.00000 24042.60| 114.00000 24042.60| 114.00000 24042.60 HMA FOR APPROACHES, TYPE B | | | 0060 610-09108 456.200 SYS | 59.00000 26915.80| 92.44000 42171.13| 53.00000 24178.60 PCCP FOR APPROACHES, 9 IN. | | | 0061 610-09108 113.800 SYS | 60.50000 6884.90| 103.30000 11755.54| 68.00000 7738.40 PCCP FOR APPROACHES, 9 IN. , Color 1 | | | 0062 611-03671 3.000 EACH | 1075.00000 3225.00| 921.51000 2764.53| 750.00000 2250.00 TRASH RECEPTACLE | | | 0063 616-02320 290.000 SYS | 3.50000 1015.00| 4.18000 1212.20| 2.00000 580.00 GEOTEXTILES | | | 0064 616-06405 422.000 TON | 48.75000 20572.50| 31.62000 13343.64| 35.00000 14770.00 RIPRAP, REVETMENT | | | 0065 621-01004 1.000 EACH | 425.00000 425.00| 425.00000 425.00| 100.00000 100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0066 621-02363 5400.000 SYS | 0.42000 2268.00| 0.42000 2268.00| 0.50000 2700.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0067 621-06545 2.000 TON | 800.00000 1600.00| 800.00000 1600.00| 1500.00000 3000.00 FERTILIZER | | | 0068 621-06560 21597.000 SYS | 0.50000 10798.50| 0.50000 10798.50| 0.85000 18357.45 MULCHED SEEDING, U | | | 0069 621-06567 11.000 kGAL | 1.00000 11.00| 1.00000 11.00| 125.00000 1375.00 WATER | | | 0070 621-06574 2917.000 SYS | 3.05000 8896.85| 3.05000 8896.85| 4.00000 11668.00 SODDING | | | 0071 621-06748 82.000 SYS | 5.73000 469.86| 7.90000 647.80| 5.75000 471.50 SEEDING , Prairie' Swale Seed mix | | | 0072 621-08149 578.000 SYS | 13.92000 8045.76| 14.20000 8207.60| 13.92000 8045.76 GRASS , Little Blue Stem | | | 0073 621-08149 352.000 SYS | 15.98000 5624.96| 20.15000 7092.80| 15.98000 5624.96 GRASS , Prairie Drop Seed | | | 0074 621-98038 173.000 CYS | 55.00000 9515.00| 77.00000 13321.00| 55.00000 9515.00 MULCH, HARDWOOD SHREDDED BARK | | | 0075 622-05626 3.000 EACH | 345.00000 1035.00| 495.00000 1485.00| 345.00000 1035.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 72 TO 96 IN. , | | | Eastern White Pine - 10' Height | | | 0076 622-05639 165.000 EACH | 34.42000 5679.30| 50.50000 8332.50| 34.42000 5679.30 PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. , Goldfinger Potentilla | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 301 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 301 CONTRACT ID : R -29888-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-1625197 |( 2 ) 35-1339168 |( 3 ) 35-1489621 |SELGE CONSTRUCTION CO INC |LAPORTE CONSTRUCTION CO |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 622-05642 36.000 EACH | 49.42000 1779.12| 155.00000 5580.00| 49.42000 1779.12 PLANT, DECIDUOUS SHRUB, OVER 48 IN. , | | | Minerva Rose of Sharon | | | 0078 622-05645 6.000 EACH | 272.00000 1632.00| 235.00000 1410.00| 272.00000 1632.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 72 TO 96 IN. , Autumn Brilliance | | | Serviceberry | | | 0079 622-05647 6.000 EACH | 292.00000 1752.00| 440.00000 2640.00| 292.00000 1752.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 120 IN. , Heritage River Birch | | | 0080 622-05650 6.000 EACH | 244.00000 1464.00| 400.00000 2400.00| 244.00000 1464.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. , Redbud | | | 0081 622-05650 7.000 EACH | 268.00000 1876.00| 260.00000 1820.00| 268.00000 1876.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. , Spring Snow Crab | | | 0082 622-05650 19.000 EACH | 293.00000 5567.00| 445.00000 8455.00| 293.00000 5567.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. , Trazan Serviceberry | | | 0083 622-05650 5.000 EACH | 244.00000 1220.00| 300.00000 1500.00| 244.00000 1220.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. , Winter King Hawthorn| | | 0084 622-05651 6.000 EACH | 457.50000 2745.00| 695.00000 4170.00| 457.50000 2745.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. , Ginkgo | | | 0085 622-05651 2.000 EACH | 352.00000 704.00| 535.00000 1070.00| 352.00000 704.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. , Pin Oak | | | 0086 622-05651 5.000 EACH | 294.00000 1470.00| 515.00000 2575.00| 294.00000 1470.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. , Red Sunset Red | | | Maple | | | 0087 622-05651 2.000 EACH | 322.00000 644.00| 545.00000 1090.00| 322.00000 644.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. ,London Plane Tree | | | 0088 622-05653 791.000 EACH | 4.00000 3164.00| 4.55000 3599.05| 4.00000 3164.00 PLANT, GROUND COVER , Evergreen | | | Candytuft | | | 0089 622-05654 58.000 EACH | 17.00000 986.00| 12.55000 727.90| 17.00000 986.00 PLANT, PERENNIAL , Brookside Cranesbill | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 301 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 301 CONTRACT ID : R -29888-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-1625197 |( 2 ) 35-1339168 |( 3 ) 35-1489621 |SELGE CONSTRUCTION CO INC |LAPORTE CONSTRUCTION CO |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 622-05654 75.000 EACH | 16.00000 1200.00| 17.75000 1331.25| 16.00000 1200.00 PLANT, PERENNIAL , Happy Returns Daylil | | | 0091 628-09401 12.000 MOS | 1500.00000 18000.00| 2183.38000 26200.56| 1750.00000 21000.00 FIELD OFFICE, A | | | 0092 711-90932 2066.000 LFT | 5.00000 10330.00| 5.85000 12086.10| 5.00000 10330.00 EDGING, STEEL | | | 0093 712-03017 7.000 EACH | 940.00000 6580.00| 944.38000 6610.66| 950.00000 6650.00 PARK BENCH | | | 0094 714-02930 4.000 EACH | 1000.00000 4000.00| 1415.89000 5663.56| 1250.00000 5000.00 HEADWALL , CONCRETE | | | 0095 715-05151 50.000 LFT | 57.50000 2875.00| 24.36000 1218.00| 19.00000 950.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0096 715-05152 161.000 LFT | 60.00000 9660.00| 40.13000 6460.93| 21.00000 3381.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0097 715-46005 1.000 EACH | 400.00000 400.00| 802.41000 802.41| 800.00000 800.00 PIPE END SECTION, 15 IN. | | | 0098 720-44000 8.000 EACH | 250.00000 2000.00| 820.61000 6564.88| 300.00000 2400.00 CASTING, ADJUST TO GRADE | | | 0099 720-44020 1.000 EACH | 750.00000 750.00| 1196.92000 1196.92| 800.00000 800.00 CASTING, 3, FURNISH AND ADJUST TO GRADE | | | , PIPE CATCH BASIN CASTING, 24 IN. | | | 0100 720-45275 1.000 EACH | 1500.00000 1500.00| 1254.36000 1254.36| 3900.00000 3900.00 PIPE CATCH BASIN, 24 IN. | | | 0101 720-98555 1.000 EACH | 3000.00000 3000.00| 2378.04000 2378.04| 5500.00000 5500.00 INLET, C15 | | | 0102 720-99416 3.000 EACH | 3100.00000 9300.00| 2432.02000 7296.06| 5900.00000 17700.00 CATCH BASIN, B15 | | | 0104 732-08420 131.000 SYS | 105.00000 13755.00| 131.08000 17171.48| 93.12000 12198.72 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0105 801-01504 2.000 EACH | 12.00000 24.00| 200.00000 400.00| 75.00000 150.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0106 801-03290 4.000 EACH | 146.00000 584.00| 165.00000 660.00| 146.00000 584.00 CONSTRUCTION SIGN, C | | | 0107 801-06203 6866.000 LFT | 0.15000 1029.90| 0.16000 1098.56| 0.40000 2746.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0108 801-06640 8.000 EACH | 129.00000 1032.00| 140.00000 1120.00| 129.00000 1032.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 301 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 301 CONTRACT ID : R -29888-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-1625197 |( 2 ) 35-1339168 |( 3 ) 35-1489621 |SELGE CONSTRUCTION CO INC |LAPORTE CONSTRUCTION CO |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0109 801-06645 2.000 EACH | 60.00000 120.00| 140.00000 280.00| 60.00000 120.00 CONSTRUCTION SIGN, B | | | 0110 801-06775 LUMP | 10320.00000 10320.00| 14642.23000 14642.23| 24700.00000 24700.00 MAINTAINING TRAFFIC | | | 0111 802-05701 413.000 LFT | 10.70000 4419.10| 10.70000 4419.10| 10.70000 4419.10 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0112 802-07060 12.000 EACH | 48.00000 576.00| 48.00000 576.00| 48.00000 576.00 SIGN, SHEET, RELOCATE | | | 0113 802-76025 232.000 SFT | 14.00000 3248.00| 14.00000 3248.00| 14.00000 3248.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0114 805-08102 2.000 EACH | 1500.00000 3000.00| 2331.42000 4662.84| 3770.00000 7540.00 DECORATIVE , COLUMN | | | 0115 805-08102 348.000 EACH | 141.00000 49068.00| 1.00000 348.00| 141.00000 49068.00 DECORATIVE , RAILING STRAIGHT | | | 0116 805-08102 8.000 EACH | 1320.00000 10560.00| 1200.00000 9600.00| 1320.00000 10560.00 DECORATIVE , RAILING, CURVED SECTION | | | 0117 805-95568 220.000 LFT | 7.60000 1672.00| 7.60000 1672.00| 7.60000 1672.00 CONDUIT, PVC, 4 IN. , SCHEDULE 40, FOR | | | ELECTRIC | | | 0118 805-95888 2988.000 LFT | 0.75000 2241.00| 0.75000 2241.00| 0.75000 2241.00 WIRE, NO. 8 COPPER, 1C | | | 0119 805-95889 8402.000 LFT | 0.50000 4201.00| 0.50000 4201.00| 0.50000 4201.00 WIRE, NO. 10 COPPER, 1C | | | 0120 805-95890 1736.000 LFT | 0.40000 694.40| 0.40000 694.40| 0.40000 694.40 WIRE, NO. 12 COPPER, 1/C | | | 0121 807-02823 10.000 EACH | 450.00000 4500.00| 450.00000 4500.00| 450.00000 4500.00 LIGHT POLE, WOOD, RELOCATE | | | 0122 807-03972 1838.000 LFT | 2.75000 5054.50| 2.75000 5054.50| 2.75000 5054.50 CONDUIT, PVC, 1 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0123 807-04654 10.000 EACH | 4900.00000 49000.00| 4900.00000 49000.00| 4900.00000 49000.00 LIGHT POLE , TYPE A, FIXTURE, AND | | | FOUNDATION | | | 0124 807-04654 8.000 EACH | 6850.00000 54800.00| 6850.00000 54800.00| 6850.00000 54800.00 LIGHT POLE , TYPE D, FIXTURE, | | | FOUNDATION, W/PEDESTR | | | 0125 807-08214 345.000 LFT | 3.00000 1035.00| 3.00000 1035.00| 3.00000 1035.00 CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 301 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 301 CONTRACT ID : R -29888-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-1625197 |( 2 ) 35-1339168 |( 3 ) 35-1489621 |SELGE CONSTRUCTION CO INC |LAPORTE CONSTRUCTION CO |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0126 807-86805 4.000 EACH | 5500.00000 22000.00| 4675.00000 18700.00| 5500.00000 22000.00 SERVICE POINT, I | | | 0127 808-03439 456.000 LFT | 4.45000 2029.20| 3.65000 1664.40| 4.43000 2020.08 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0128 808-06703 3393.000 LFT | 0.50000 1696.50| 0.41000 1391.13| 0.49000 1662.57 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0129 808-75245 214.000 LFT | 0.50000 107.00| 0.41000 87.74| 0.49000 104.86 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0130 808-97664 2.000 EACH | 120.00000 240.00| 150.00000 300.00| 120.00000 240.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0131 210-97671 3.000 EACH | 1550.00000 4650.00| 1447.39000 4342.17| 1800.00000 5400.00 PICNIC TABLE | | | 0132 210-07739 5.000 EACH | 100.00000 500.00| 100.00000 500.00| 90.00000 450.00 TEMPORARY , INLET PROTECTION | | | 0133 732-08421 131.000 SYS | 105.00000 13755.00| 389.63000 51041.53| 102.42000 13417.02 MODULAR BLOCK WALL ERECTION | | | SECTION TOTALS | $ 1,657,988.56| $ 1,728,568.35| $ 1,735,345.48 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,657,988.56| $ 1,728,568.35| $ 1,735,345.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 301 -10 TABULATION OF BIDS ROUTE : CALL ORDER : 301 CONTRACT ID : R -29888-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1120685 |( 6 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE WORK, ENHANCEMENT | | | 0001 105-06845 LUMP | 65000.00000 65000.00| 15500.00000 15500.00| 48500.00000 48500.00 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 | | | 0006 110-01001 LUMP | 78100.00000 78100.00| 40000.00000 40000.00| 155000.00000 155000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 48900.00000 48900.00| 11900.00000 11900.00| 99871.65000 99871.65 CLEARING RIGHT OF WAY | | | 0008 202-02241 174.000 LFT | 12.00000 2088.00| 12.00000 2088.00| 12.00000 2088.00 GUARDRAIL, REMOVE | | | 0009 202-02250 91.000 EACH | 100.00000 9100.00| 100.00000 9100.00| 100.00000 9100.00 TREE, 10 IN., REMOVE | | | 0010 202-02278 215.000 LFT | 6.88000 1479.20| 7.00000 1505.00| 8.70000 1870.50 CURB, CONCRETE, REMOVE | | | 0011 202-90747 40.000 LFT | 19.00000 760.00| 20.00000 800.00| 113.00000 4520.00 RETAINING WALL, REMOVE | | | 0012 202-92953 92.000 SYS | 16.00000 1472.00| 20.00000 1840.00| 26.00000 2392.00 CURB AND GUTTER TURNOUT, REMOVE | | | 0013 202-94747 2.000 EACH | 200.00000 400.00| 400.00000 800.00| 340.00000 680.00 POST, REMOVE | | | 0014 203-02000 11880.000 CYS | 22.00000 261360.00| 23.00000 273240.00| 23.00000 273240.00 EXCAVATION, COMMON | | | 0016 205-06937 7761.000 LFT | 2.00000 15522.00| 1.55000 12029.55| 1.55000 12029.55 TEMPORARY SILT FENCE | | | 0017 206-96304 75.000 LFT | 90.00000 6750.00| 90.00000 6750.00| 90.00000 6750.00 SHEET PILING , REINFORCED CONCRETE CAP | | | 0018 206-98327 1820.000 SFT | 49.00000 89180.00| 49.00000 89180.00| 52.00000 94640.00 SHEET PILING, STEEL, S 30.2 | | | 0019 207-08267 751.000 SYS | 14.00000 10514.00| 20.00000 15020.00| 12.00000 9012.00 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 301 -11 TABULATION OF BIDS ROUTE : CALL ORDER : 301 CONTRACT ID : R -29888-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1120685 |( 6 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 210-04181 4.000 EACH | 575.00000 2300.00| 600.00000 2400.00| 1920.00000 7680.00 BICYCLE RACK | | | 0021 210-07893 LUMP | 2275.00000 2275.00| 2275.00000 2275.00| 13000.00000 13000.00 IRRIGATION , CROSSWALK "7" | | | 0022 210-07893 LUMP | 10503.00000 10503.00| 10503.00000 10503.00| 13000.00000 13000.00 IRRIGATION , CROSSWALK "8" | | | 0023 210-07893 LUMP | 3425.00000 3425.00| 3425.00000 3425.00| 13000.00000 13000.00 IRRIGATION , CROSSWALK #5 | | | 0024 210-07893 LUMP | 21870.00000 21870.00| 21870.00000 21870.00| 13000.00000 13000.00 IRRIGATION , CROSSWALK #6 | | | 0025 210-07893 LUMP | 15220.00000 15220.00| 15220.00000 15220.00| 13000.00000 13000.00 IRRIGATION , NODE "E" | | | 0026 210-07893 LUMP | 2350.00000 2350.00| 2350.00000 2350.00| 13000.00000 13000.00 IRRIGATION , NODE "F" | | | 0027 210-07893 LUMP | 2555.00000 2555.00| 2555.00000 2555.00| 13000.00000 13000.00 IRRIGATION , NODE "G" | | | 0028 210-09164 568.600 SYS | 56.09000 31892.77| 100.00000 56860.00| 96.20000 54699.32 PAVING SYSTEM , POROUS " GREEN" | | | 0029 211-09265 142.500 CYS | 25.00000 3562.50| 100.00000 14250.00| 4.00000 570.00 STRUCTURE BACKFILL, TYPE 2 | | | 0030 211-09266 129.000 CYS | 10.00000 1290.00| 75.00000 9675.00| 4.00000 516.00 STRUCTURE BACKFILL, TYPE 3 | | | 0031 212-06282 2961.000 CYS | 10.00000 29610.00| 3.00000 8883.00| 1.00000 2961.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0032 301-07448 4223.300 TON | 25.00000 105582.50| 24.00000 101359.20| 31.00000 130922.30 COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 303-02051 100.000 TON | 45.00000 4500.00| 50.00000 5000.00| 37.00000 3700.00 STONE, NO 2 | | | 0034 303-07662 50.000 TON | 80.00000 4000.00| 75.00000 3750.00| 48.00000 2400.00 STONE , GLACIAL | | | 0035 304-07490 106.200 TON | 128.00000 13593.60| 275.00000 29205.00| 68.00000 7221.60 HMA PATCHING, TYPE B | | | 0036 304-07492 1.000 TON | 360.00000 360.00| 275.00000 275.00| 733.00000 733.00 WIDENING WITH HMA, TYPE A | | | 0037 306-08034 6238.380 SYS | 3.00000 18715.14| 2.00000 12476.76| 2.01000 12539.14 MILLING, ASPHALT, 1 1/2 IN. | | | 0038 402-07432 455.000 TON | 77.00000 35035.00| 78.00000 35490.00| 85.00000 38675.00 HMA SURFACE, TYPE A | | | 0039 402-07433 763.800 TON | 77.00000 58812.60| 78.00000 59576.40| 85.00000 64923.00 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 301 -12 TABULATION OF BIDS ROUTE : CALL ORDER : 301 CONTRACT ID : R -29888-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1120685 |( 6 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 402-07435 910.000 TON | 58.00000 52780.00| 65.00000 59150.00| 67.00000 60970.00 HMA INTERMEDIATE, TYPE A | | | 0041 402-07438 747.400 TON | 64.00000 47833.60| 65.00000 48581.00| 67.00000 50075.80 HMA INTERMEDIATE, TYPE B | | | 0042 406-05520 4.600 TON | 1.00000 4.60| 0.01000 0.05| 200.00000 920.00 ASPHALT FOR TACK COAT | | | 0043 506-06333 33.800 SYS | 88.00000 2974.40| 150.00000 5070.00| 85.00000 2873.00 PCCP PATCHING, FULL DEPTH | | | 0044 601-94689 1.000 EACH | 2215.00000 2215.00| 2215.00000 2215.00| 4500.00000 4500.00 GUARDRAIL END TREATMENT, OS | | | 0045 601-99105 100.000 LFT | 24.00000 2400.00| 24.00000 2400.00| 24.00000 2400.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0046 604-04927 30.000 LFT | 200.00000 6000.00| 300.00000 9000.00| 310.00000 9300.00 CONCRETE , MILE MARKER | | | 0047 604-07894 12.400 SYS | 125.00000 1550.00| 160.00000 1984.00| 150.00000 1860.00 CURB RAMP, CONCRETE, A | | | 0048 604-07897 49.400 SYS | 125.00000 6175.00| 160.00000 7904.00| 140.00000 6916.00 CURB RAMP, CONCRETE, C | | | 0049 604-07904 26.640 SYS | 125.00000 3330.00| 160.00000 4262.40| 135.00000 3596.40 CURB RAMP, CONCRETE, L | | | 0050 604-44251 6.000 CYS | 1045.00000 6270.00| 400.00000 2400.00| 1500.00000 9000.00 STEPS, CONCRETE | | | 0051 604-90256 33.900 SYS | 56.00000 1898.40| 69.00000 2339.10| 92.00000 3118.80 SIDEWALK, CONCRETE, 6 IN. , REINFORCED | | | 0052 604-90256 48.400 SYS | 65.00000 3146.00| 75.00000 3630.00| 104.00000 5033.60 SIDEWALK, CONCRETE, 6 IN. , REINFORCED, | | | COLORED | | | 0053 604-91531 838.300 SYS | 32.00000 26825.60| 37.50000 31436.25| 41.00000 34370.30 SIDEWALK, CONCRETE, 4 IN. | | | 0054 604-91531 285.700 SYS | 40.00000 11428.00| 49.00000 13999.30| 73.00000 20856.10 SIDEWALK, CONCRETE, 4 IN. , COLORED | | | 0055 605-06120 881.000 LFT | 12.00000 10572.00| 20.00000 17620.00| 13.00000 11453.00 CURB, CONCRETE , 6 IN | | | 0056 605-06120 6189.000 LFT | 12.00000 74268.00| 14.00000 86646.00| 11.80000 73030.20 CURB, CONCRETE , 8 IN. | | | 0057 605-06125 348.000 LFT | 25.00000 8700.00| 30.00000 10440.00| 18.00000 6264.00 CURB, CONCRETE, MODIFIED , REINFORCED | | | 0058 605-06250 62.000 SYS | 98.00000 6076.00| 100.00000 6200.00| 150.00000 9300.00 CENTER CURB, C, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 301 -13 TABULATION OF BIDS ROUTE : CALL ORDER : 301 CONTRACT ID : R -29888-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1120685 |( 6 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 610-07487 210.900 TON | 114.00000 24042.60| 125.00000 26362.50| 78.00000 16450.20 HMA FOR APPROACHES, TYPE B | | | 0060 610-09108 456.200 SYS | 53.00000 24178.60| 62.00000 28284.40| 65.00000 29653.00 PCCP FOR APPROACHES, 9 IN. | | | 0061 610-09108 113.800 SYS | 68.00000 7738.40| 77.00000 8762.60| 85.00000 9673.00 PCCP FOR APPROACHES, 9 IN. , Color 1 | | | 0062 611-03671 3.000 EACH | 1100.00000 3300.00| 562.00000 1686.00| 1600.00000 4800.00 TRASH RECEPTACLE | | | 0063 616-02320 290.000 SYS | 12.04000 3491.60| 2.00000 580.00| 7.80000 2262.00 GEOTEXTILES | | | 0064 616-06405 422.000 TON | 54.50000 22999.00| 35.00000 14770.00| 56.00000 23632.00 RIPRAP, REVETMENT | | | 0065 621-01004 1.000 EACH | 100.00000 100.00| 425.00000 425.00| 375.00000 375.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0066 621-02363 5400.000 SYS | 0.50000 2700.00| 0.42000 2268.00| 0.45000 2430.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0067 621-06545 2.000 TON | 1500.00000 3000.00| 800.00000 1600.00| 500.00000 1000.00 FERTILIZER | | | 0068 621-06560 21597.000 SYS | 0.85000 18357.45| 0.50000 10798.50| 0.50000 10798.50 MULCHED SEEDING, U | | | 0069 621-06567 11.000 kGAL | 125.00000 1375.00| 1.00000 11.00| 5.00000 55.00 WATER | | | 0070 621-06574 2917.000 SYS | 4.00000 11668.00| 3.05000 8896.85| 3.00000 8751.00 SODDING | | | 0071 621-06748 82.000 SYS | 5.73000 469.86| 7.90000 647.80| 8.05000 660.10 SEEDING , Prairie' Swale Seed mix | | | 0072 621-08149 578.000 SYS | 13.92000 8045.76| 14.20000 8207.60| 14.00000 8092.00 GRASS , Little Blue Stem | | | 0073 621-08149 352.000 SYS | 15.98000 5624.96| 20.15000 7092.80| 20.00000 7040.00 GRASS , Prairie Drop Seed | | | 0074 621-98038 173.000 CYS | 55.00000 9515.00| 77.00000 13321.00| 67.00000 11591.00 MULCH, HARDWOOD SHREDDED BARK | | | 0075 622-05626 3.000 EACH | 345.00000 1035.00| 495.00000 1485.00| 450.00000 1350.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 72 TO 96 IN. , | | | Eastern White Pine - 10' Height | | | 0076 622-05639 165.000 EACH | 34.42000 5679.30| 50.50000 8332.50| 45.00000 7425.00 PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. , Goldfinger Potentilla | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/30/09 PAGE : 301 -14 TABULATION OF BIDS ROUTE : CALL ORDER : 301 CONTRACT ID : R -29888-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/08 10:15 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( 5 ) 35-1120685 |( 6 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 622-05642 36.000 EACH | 49.42000 1779.12| 155.00000 5580.00| 120.00000 4320.00 PLANT, DECIDUOUS SHRUB, OVER 48 IN. , | | | Minerva Rose of Sharon | | | 0078 622-05645 6.000 EACH | 272.00000 1632.00| 235.00000 1410.00| 218.00000 1308.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 72 TO 96 IN. , Autumn Brilliance | | | Serviceberry | | | 0079 622-05647 6.000 EACH | 292.00000 1752.00| 440.00000 2640.00| 400.00000 2400.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 120 IN. , Heritage River Birch | | | 0080 622-05650 6.000 EACH | 244.00000 1464.00| 400.00000 2400.00| 360.00000 2160.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. , Redbud | | | 0081 622-05650 7.000 EACH | 268.00000 1876.00| 260.00000 1820.00| 260.00000 1820.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. , Spring Snow Crab | | | 0082 622-05650 19.000