INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/08/02 PAGE : 999 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,916,537.33 ROUTE : I-70 CALL ORDER : 999 CONTRACT ID : R -25836-A COUNTIES : HENDRICKS MARION LETTING DATE : 10/08/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : IN23001 IN48004 0703230 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL $ 29,960,182.70 100.0000% 2 31-1023518 KOKOSING CONSTRUCTION CO. INC. $ 32,429,697.08 108.2426% 3 99-9990033 MILESTONE/CRIDER/GRADEX JV $ 39,357,689.12 131.3666% 4 38-1894432 IAFRATE, ANGELO CONSTRUCTION $ 40,590,787.50 135.4824% ==================================================================================================================================== |(1) 36-2231526 |(2) 31-1023518 |(3) 99-9990033 |WALSH CONSTR CO. OF ILL |KOKOSING CONSTRUCTION CO. IN|MILESTONE/CRIDER/GRADEX JV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADING FOR ROAD AND INTERCHANGE CONSTRUCTION AND CREEK RELOCATION | | | 0002 105-06845 LUMP| 1318862.21000 1318862.21| 300000.00000 300000.00| 957000.00000 957000.00 CONSTRUCTION ENGINEERING | | | 0003 105-06904 40.000 EACH| 295.00000 11800.00| 80.00000 3200.00| 50.00000 2000.00 PHONE(SUPERVISOR) | | | 0004 105-06905 40.000 EACH| 255.00000 10200.00| 80.00000 3200.00| 50.00000 2000.00 PHONE(INSPECTOR) | | | 0005 105-06906 1440.000 MOS | 125.00000 180000.00| 85.00000 122400.00| 82.00000 118080.00 CELLULAR SERVICE(SUPERVISOR) | | | 0006 105-06907 1440.000 MOS | 80.00000 115200.00| 65.00000 93600.00| 61.00000 87840.00 CELLULAR SERVICE(INSPECTOR) | | | 0007 105-06908 300.000 MOS | 40.00000 12000.00| 40.00000 12000.00| 41.00000 12300.00 RADIO SERVICE | | | 0009 110-01001 LUMP| 1500000.00000 1500000.00| 1600000.00000 1600000.00| 1950000.00000 1950000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP| 600000.00000 600000.00| 640000.00000 640000.00| 790800.00000 790800.00 CLEARING RIGHT OF WAY | | | 0011 202-01000 LUMP| 300000.00000 300000.00| 40000.00000 40000.00| 50000.00000 50000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0012 202-03000 LUMP| 30000.00000 30000.00| 8000.00000 8000.00| 24000.00000 24000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0013 203-02000 2882284.000 CYS | 3.76000 10837387.84| 3.82000 11010324.88| 5.50000 15852562.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/08/02 PAGE : 999 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,916,537.33 ROUTE : I-70 CALL ORDER : 999 CONTRACT ID : R -25836-A COUNTIES : HENDRICKS MARION LETTING DATE : 10/08/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 31-1023518 |(3) 99-9990033 |WALSH CONSTR CO. OF ILL |KOKOSING CONSTRUCTION CO. IN|MILESTONE/CRIDER/GRADEX JV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02010 10000.000 CYS | 1.00000 10000.00| 4.00000 40000.00| 5.00000 50000.00 EXCAVATION, ROCK | | | 0015 203-02132 500.000 LFT | 10.00000 5000.00| 4.30000 2150.00| 6.00000 3000.00 EXPLORATORY DRILLING | | | 0016 203-02133 300.000 LFT | 30.00000 9000.00| 12.00000 3600.00| 12.00000 3600.00 EXPLORATORY CORES | | | 0017 203-03385 65535.000 TON | 36.00000 2359260.00| 60.00000 3932100.00| 65.00000 4259775.00 LIME STABILIZATION | | | 0018 203-04984 37000.000 CYS | 13.00000 481000.00| 9.50000 351500.00| 6.00000 222000.00 EXCAVATION , CREEK CONSTRUCTION | | | 0019 203-93444 5410.000 TON | 26.00000 140660.00| 9.50000 51395.00| 24.50000 132545.00 BACKFILL, ROCK , GRANULAR FILTER LAYER | | | 0020 203-93444 15800.000 TON | 44.00000 695200.00| 22.50000 355500.00| 29.00000 458200.00 BACKFILL, ROCK , RIFFLE GRADE CONTROL | | | 0021 205-03371 10000.000 CYS | 4.00000 40000.00| 3.00000 30000.00| 6.00000 60000.00 SEDIMENT, REMOVE | | | 0022 205-06930 75.000 TON | 50.00000 3750.00| 40.00000 3000.00| 50.00000 3750.00 SPLASHPAD, RIPRAP | | | 0023 205-06931 3376.000 TON | 23.00000 77648.00| 29.50000 99592.00| 28.00000 94528.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 17.000 EACH| 50.00000 850.00| 220.00000 3740.00| 56.00000 952.00 TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06935 12.000 EACH| 7500.00000 90000.00| 11000.00000 132000.00| 15000.00000 180000.00 TEMPORARY SEDIMENT BASIN | | | 0026 205-06936 4471.000 TON | 14.00000 62594.00| 23.00000 102833.00| 22.00000 98362.00 TEMPORARY SEDIMENT TRAP | | | 0027 205-06937 27700.000 LFT | 2.50000 69250.00| 1.20000 33240.00| 2.30000 63710.00 TEMPORARY SILT FENCE | | | 0028 205-06938 2028.000 LFT | 5.00000 10140.00| 13.00000 26364.00| 11.00000 22308.00 TEMPORARY SLOPE DRAIN | | | 0029 210-07562 8062.000 LFT | 4.00000 32248.00| 4.00000 32248.00| 7.00000 56434.00 TEMPORARY INTERCEPTOR DITCH | | | 0030 211-07454 32606.000 CYS | 18.00000 586908.00| 18.00000 586908.00| 24.00000 782544.00 STRUCTURE BACKFILL | | | 0031 303-04075 122.000 TON | 17.00000 2074.00| 24.00000 2928.00| 16.00000 1952.00 COMPACTED AGGREGATE, O, 73 , FOR SURFACE| | | 0032 303-52308 730.000 TON | 14.00000 10220.00| 17.00000 12410.00| 12.00000 8760.00 COMPACTED AGGREGATE, O, 53 , FOR BASE | | | 0033 602-06646 900.000 LFT | 35.00000 31500.00| 35.00000 31500.00| 27.00000 24300.00 TEMPORARY CONCRETE BARRIER | | | 0034 607-06370 1489.000 LFT | 90.33000 134501.37| 40.00000 59560.00| 87.00000 129543.00 PAVED SIDE DITCH, H | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/08/02 PAGE : 999 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,916,537.33 ROUTE : I-70 CALL ORDER : 999 CONTRACT ID : R -25836-A COUNTIES : HENDRICKS MARION LETTING DATE : 10/08/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 31-1023518 |(3) 99-9990033 |WALSH CONSTR CO. OF ILL |KOKOSING CONSTRUCTION CO. IN|MILESTONE/CRIDER/GRADEX JV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-02320 7426.000 SYS | 1.50000 11139.00| 3.00000 22278.00| 1.70000 12624.20 GEOTEXTILES | | | 0036 616-02320 1960.000 SYS | 1.50000 2940.00| 1.00000 1960.00| 1.30000 2548.00 GEOTEXTILES FOR SUBGRADE STABILIZATION | | | 0037 616-05688 1803.000 TON | 19.00000 34257.00| 26.00000 46878.00| 23.00000 41469.00 RIPRAP, CLASS 1 | | | 0038 616-05689 418.000 TON | 20.00000 8360.00| 25.00000 10450.00| 23.00000 9614.00 RIPRAP, CLASS 2 | | | 0039 616-06405 8172.000 TON | 16.00000 130752.00| 19.00000 155268.00| 22.00000 179784.00 RIPRAP, REVETMENT | | | 0040 621-01004 24.000 EACH| 500.00000 12000.00| 500.00000 12000.00| 675.00000 16200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-01597 20000.000 SYS | 4.50000 90000.00| 4.50000 90000.00| 2.45000 49000.00 EROSION CONTROL, MAT | | | 0042 621-02468 1637.000 LBS | 2.36000 3863.32| 2.40000 3928.80| 2.76000 4518.12 SEED MIXTURE, GRASS, 1 | | | 0043 621-03787 45.000 LBS | 105.00000 4725.00| 105.00000 4725.00| 39.29000 1768.05 SEED MIXTURE, D | | | 0044 621-04258 1141.000 LBS | 46.25000 52771.25| 45.00000 51345.00| 37.60000 42901.60 SEED MIXTURE , WETLAND | | | 0045 621-06545 142.000 TON | 515.00000 73130.00| 520.00000 73840.00| 526.00000 74692.00 FERTILIZER | | | 0046 621-06553 1510.000 LBS | 2.75000 4152.50| 2.75000 4152.50| 3.00000 4530.00 SEED MIXTURE, R | | | 0047 621-06554 28246.000 LBS | 3.06000 86432.76| 3.00000 84738.00| 3.50000 98861.00 SEED MIXTURE, U | | | 0048 621-06557 22827.000 LBS | 1.42000 32414.34| 1.50000 34240.50| 1.10000 25109.70 SEED MIXTURE, T | | | 0049 621-06565 657.000 TON | 393.00000 258201.00| 390.00000 256230.00| 400.00000 262800.00 MULCHING MATERIAL | | | 0050 621-06567 1938.000 MG | 2.00000 3876.00| 2.00000 3876.00| 0.50000 969.00 WATER | | | 0051 621-06574 59805.000 SYS | 2.50000 149512.50| 2.50000 149512.50| 2.70000 161473.50 SODDING | | | 0052 621-07082 7.000 EACH| 2500.00000 17500.00| 1000.00000 7000.00| 5040.00000 35280.00 DEFLECTOR , CROSS VANE ROCK STRUCTURE | | | 0053 621-07082 148.000 EACH| 1200.00000 177600.00| 600.00000 88800.00| 1400.00000 207200.00 DEFLECTOR , ROOT WAD | | | 0054 621-07085 4550.000 LFT | 24.00000 109200.00| 12.00000 54600.00| 22.33000 101601.50 STABILIZATION , BRUSH LAYERING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/08/02 PAGE : 999 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,916,537.33 ROUTE : I-70 CALL ORDER : 999 CONTRACT ID : R -25836-A COUNTIES : HENDRICKS MARION LETTING DATE : 10/08/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 31-1023518 |(3) 99-9990033 |WALSH CONSTR CO. OF ILL |KOKOSING CONSTRUCTION CO. IN|MILESTONE/CRIDER/GRADEX JV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 622-01937 20490.000 EACH| 4.80000 98352.00| 5.00000 102450.00| 4.80000 98352.00 PLANT | | | 0057 622-52436 45.000 EACH| 25.00000 1125.00| 97.00000 4365.00| 25.00000 1125.00 SIGN, DO NOT MOW OR SPRAY | | | 0058 622-91786 63515.000 EACH| 3.06000 194355.90| 3.00000 190545.00| 4.80000 304872.00 SEEDLING | | | 0059 622-91786 59750.000 EACH| 3.75000 224062.50| 5.00000 298750.00| 4.90000 292775.00 SEEDLING , WILLOW | | | 0060 714-01366 312.000 LFT | 450.00000 140400.00| 512.00000 159744.00| 700.00000 218400.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 4 FT. | | | 0063 714-26702 108.000 LFT | 235.00000 25380.00| 302.00000 32616.00| 405.00000 43740.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0064 714-26703 122.000 LFT | 265.00000 32330.00| 340.00000 41480.00| 415.00000 50630.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | 0065 714-26717 312.000 LFT | 715.00000 223080.00| 540.00000 168480.00| 720.00000 224640.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 5 FT. | | | 0067 714-26718 362.000 LFT | 400.00000 144800.00| 551.65000 199697.30| 752.00000 272224.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 6 FT. | | | 0068 715-01344 3.000 EACH| 2000.00000 6000.00| 2600.00000 7800.00| 2900.00000 8700.00 PIPE END SECTION, 60 IN. | | | 0069 715-04612 446.000 LFT | 96.32000 42958.72| 154.00000 68684.00| 115.00000 51290.00 PIPE , TYPE 1, DEFORMED, MIN. AREA 12.9 | | | SQ FT | | | 0070 715-04612 354.000 LFT | 225.00000 79650.00| 224.00000 79296.00| 275.00000 97350.00 PIPE , TYPE 2, CIRCULAR, 78 IN. | | | 0071 715-04629 3.000 EACH| 1640.26000 4920.78| 3820.00000 11460.00| 1750.00000 5250.00 PIPE END SECTION, MIN. AREA 12.9 SQ FT | | | 0073 715-05019 1202.000 LFT | 43.00000 51686.00| 62.00000 74524.00| 54.00000 64908.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0076 715-05129 104.000 LFT | 82.00000 8528.00| 136.00000 14144.00| 90.00000 9360.00 PIPE, TYPE 1, CIRCULAR, 54 IN. | | | 0077 715-05133 248.000 LFT | 92.00000 22816.00| 267.00000 66216.00| 101.00000 25048.00 PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0078 715-05154 771.000 LFT | 27.00000 20817.00| 58.00000 44718.00| 36.00000 27756.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0079 715-05162 4117.000 LFT | 84.00000 345828.00| 110.00000 452870.00| 86.00000 354062.00 PIPE, TYPE 2, CIRCULAR, 54 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/08/02 PAGE : 999 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,916,537.33 ROUTE : I-70 CALL ORDER : 999 CONTRACT ID : R -25836-A COUNTIES : HENDRICKS MARION LETTING DATE : 10/08/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 31-1023518 |(3) 99-9990033 |WALSH CONSTR CO. OF ILL |KOKOSING CONSTRUCTION CO. IN|MILESTONE/CRIDER/GRADEX JV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 715-05163 3321.000 LFT | 115.00000 381915.00| 118.00000 391878.00| 100.00000 332100.00 PIPE, TYPE 2, CIRCULAR, 60 IN. | | | 0081 715-05841 2.000 EACH| 1000.00000 2000.00| 1200.00000 2400.00| 1100.00000 2200.00 CONCRETE ANCHOR, 60 IN. | | | 0082 715-06910 10576.000 LFT | 300.00000 3172800.00| 457.50000 4838520.00| 435.00000 4600560.00 PIPE, TYPE 2, CIRCULAR, 96 IN. | | | 0083 715-07560 778.000 LFT | 275.00000 213950.00| 626.00000 487028.00| 390.00000 303420.00 PIPE, TYPE 2, CIRCULAR, 90 IN. | | | 0084 715-46020 2.000 EACH| 425.00000 850.00| 326.00000 652.00| 525.00000 1050.00 PIPE END SECTION, 24 IN. | | | 0085 715-46040 13.000 EACH| 625.00000 8125.00| 1240.00000 16120.00| 840.00000 10920.00 PIPE END SECTION, 36 IN. | | | 0086 715-96881 3.000 EACH| 1450.00000 4350.00| 2070.00000 6210.00| 1900.00000 5700.00 PIPE END SECTION, 54 IN. | | | 0087 715-97076 1.000 EACH| 5000.00000 5000.00| 12130.00000 12130.00| 6000.00000 6000.00 GRATED BOX END SECTION, I, 6:1, 60 IN. | | | X 38 IN. | | | 0088 718-04783 2.000 EACH| 2000.00000 4000.00| 465.00000 930.00| 4200.00000 8400.00 OUTLET , PRECAST, STORM WATER MANAGEMENT| | | 0089 720-45030 1.000 EACH| 1200.00000 1200.00| 1040.00000 1040.00| 1535.00000 1535.00 INLET, E7 | | | 0090 720-45410 2.000 EACH| 2400.00000 4800.00| 1710.00000 3420.00| 2250.00000 4500.00 MANHOLE, C4 | | | 0091 720-45430 24.000 EACH| 25000.00000 600000.00| 34000.00000 816000.00| 14295.00000 343080.00 MANHOLE, G4 | | | 0092 720-45430 2.000 EACH| 20000.00000 40000.00| 41000.00000 82000.00| 22950.00000 45900.00 MANHOLE, G4 , DROP | | | 0093 720-93501 9.000 EACH| 8500.00000 76500.00| 8880.00000 79920.00| 6000.00000 54000.00 MANHOLE, L4 | | | 0094 720-95101 1.000 EACH| 8500.00000 8500.00| 7000.00000 7000.00| 6100.00000 6100.00 MANHOLE, L2 | | | 0095 720-95335 8.000 EACH| 11000.00000 88000.00| 10410.00000 83280.00| 7500.00000 60000.00 MANHOLE, M4 | | | 0096 720-95422 2.000 EACH| 3600.00000 7200.00| 2754.00000 5508.00| 3000.00000 6000.00 MANHOLE, J4 | | | 0098 723-06660 484.000 SYS | 2.00000 968.00| 262.00000 126808.00| 20.00000 9680.00 WINGWALL | | | 0099 723-06912 320.000 LFT | 1200.00000 384000.00| 1630.00000 521600.00| 1572.00000 503040.00 STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | | X 96 IN. | | | 0100 801-06199 14.000 EACH| 150.00000 2100.00| 125.00000 1750.00| 125.00000 1750.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/08/02 PAGE : 999 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,916,537.33 ROUTE : I-70 CALL ORDER : 999 CONTRACT ID : R -25836-A COUNTIES : HENDRICKS MARION LETTING DATE : 10/08/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 31-1023518 |(3) 99-9990033 |WALSH CONSTR CO. OF ILL |KOKOSING CONSTRUCTION CO. IN|MILESTONE/CRIDER/GRADEX JV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 801-06606 24.000 EACH| 200.00000 4800.00| 80.00000 1920.00| 87.00000 2088.00 BARRICADE, IIIB | | | 0103 801-06640 60.000 EACH| 120.00000 7200.00| 90.00000 5400.00| 97.00000 5820.00 CONSTRUCTION SIGN, A | | | 0104 801-06775 LUMP| 150000.00000 150000.00| 2500.00000 2500.00| 700000.00000 700000.00 MAINTAINING TRAFFIC | | | 0105 801-07120 28.000 LFT | 75.00000 2100.00| 40.00000 1120.00| 33.00000 924.00 BARRICADE, III, PERMANENT | | | 0106 804-06725 2.000 EACH| 100.00000 200.00| 220.00000 440.00| 14.00000 28.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0107 621-07188 24560.000 LFT | 1.95000 47892.00| 1.90000 46664.00| 2.00000 49120.00 COMPOST FILTER BERM | | | 0108 105-07570 38.000 MOS | 4000.00000 152000.00| 4000.00000 152000.00| 4000.00000 152000.00 FIELD OFFICE , LEASE | | | 0109 105-07570 38.000 MOS | 6700.00000 254600.00| 800.00000 30400.00| 3925.00000 149150.00 FIELD OFFICE , FURNITURE-EQUIPMENT ONLY | | | 0110 210-07576 76000.000 DOL | 1.00000 76000.00| 1.00000 76000.00| 1.00000 76000.00 FIELD OFFICE , UTILITIES | | | 0111 108-01614 LUMP| 15000.00000 15000.00| 9500.00000 9500.00| 33000.00000 33000.00 PARTNERING OVERHEAD | | | 0112 714-04875 250.000 LFT | 518.80000 129700.00| 754.00000 188500.00| 730.00000 182500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, , 13 FT. X 4 FT. | | | 0113 715-05024 102.000 LFT | 50.00000 5100.00| 68.00000 6936.00| 55.00000 5610.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0114 715-05121 206.000 LFT | 25.00000 5150.00| 40.00000 8240.00| 28.00000 5768.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0115 720-03194 22.000 EACH| 3600.00000 79200.00| 3520.00000 77440.00| 2910.00000 64020.00 MANHOLE , PRECAST, 4 FT. X 4 FT., FRAME | | | AND LID | | | 0116 715-04612 800.000 LFT | 65.00000 52000.00| 180.00000 144000.00| 90.00000 72000.00 PIPE , TYPE HDPE, 20 IN. | | | 0117 716-98960 160.000 LFT | 90.00000 14400.00| 181.00000 28960.00| 96.00000 15360.00 CASING, STEEL , 30 IN. | | | 0118 805-94971 20000.000 LFT | 1.50000 30000.00| 3.25000 65000.00| 1.10000 22000.00 FIBER OPTICS CABLE , 12 FIBER, | | | MULTIMODE, 50 MICRON DIA. | | | 0119 807-04443 18146.000 LFT | 16.00000 290336.00| 11.60000 210493.60| 12.95000 234990.70 CONDUIT , PVC, CONCRETE ENCASED, 4 X 4 | | | IN. | | | 0120 807-04443 700.000 LFT | 27.00000 18900.00| 24.00000 16800.00| 26.00000 18200.00 CONDUIT , HDPE, 4 IN., JACK AND BORE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/08/02 PAGE : 999 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,916,537.33 ROUTE : I-70 CALL ORDER : 999 CONTRACT ID : R -25836-A COUNTIES : HENDRICKS MARION LETTING DATE : 10/08/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 31-1023518 |(3) 99-9990033 |WALSH CONSTR CO. OF ILL |KOKOSING CONSTRUCTION CO. IN|MILESTONE/CRIDER/GRADEX JV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 210-05897 2.000 EACH| 250.00000 500.00| 90.00000 180.00| 130.00000 260.00 PHONE , (IAS), NON-NEXTEL | | | 0122 105-07577 76.000 MOS | 100.00000 7600.00| 50.00000 3800.00| 51.00000 3876.00 CELLULAR SERVICE (IAS) | | | 0123 206-51215 200.000 CYS | 60.00000 12000.00| 35.00000 7000.00| 50.00000 10000.00 EXCAVATION, X | | | 0124 203-02010 12000.000 CYS | 1.00000 12000.00| 1.00000 12000.00| 10.00000 120000.00 EXCAVATION, ROCK , FOR PIPE | | | 0125 603-06065 841.000 LFT | 7.50000 6307.50| 10.00000 8410.00| 7.00000 5887.00 FENCE, CHAIN LINK, RESET | | | 0126 621-07082 50.000 EACH| 2250.00000 112500.00| 900.00000 45000.00| 3900.00000 195000.00 DEFLECTOR , 3-VANE STRUCTURE | | | 0127 621-07082 50.000 EACH| 2000.00000 100000.00| 900.00000 45000.00| 3600.00000 180000.00 DEFLECTOR , ROCK VANE ROCK STRUCTURE | | | 0128 621-07085 500.000 LFT | 25.00000 12500.00| 90.00000 45000.00| 13.40000 6700.00 STABILIZATION , FASCINE | | | 0129 715-07319 5.000 EACH| 2000.00000 10000.00| 700.00000 3500.00| 1500.00000 7500.00 SEPTIC TANK , REMOVE | | | 0130 621-02770 41562.000 SYS | 5.08000 211134.96| 5.00000 207810.00| 4.95000 205731.90 EROSION CONTROL BLANKET | | | 0131 720-95044 4.000 EACH| 25000.00000 100000.00| 21000.00000 84000.00| 14400.00000 57600.00 MANHOLE, N4, MODIFIED | | | 0132 715-06358 5.000 EACH| 1000.00000 5000.00| 1240.00000 6200.00| 3300.00000 16500.00 CONCRETE ANCHOR, 78 IN. | | | 0133 210-06899 8.000 EACH| 225.00000 1800.00| 100.00000 800.00| 50.00000 400.00 RADIO , NEXTEL i30sx OR BETTER | | | 0134 616-07583 25767.000 SYS | 2.25000 57975.75| 9.00000 231903.00| 5.75000 148160.25 SLOPE TREATMENT , TYPE A | | | 0135 616-07583 6616.000 SYS | 4.75000 31426.00| 12.00000 79392.00| 9.10000 60205.60 SLOPE TREATMENT , TYPE B | | | 0136 621-06548 1841.000 LBS | 20.00000 36820.00| 20.00000 36820.00| 19.00000 34979.00 SEED MIXTURE, CV | | | 0137 603-06045 1000.000 LFT | 7.20000 7200.00| 14.00000 14000.00| 7.00000 7000.00 FENCE, CHAIN LINK, 48 IN. | | | 0138 203-51223 20455.000 CYS | 7.50000 153412.50| 4.00000 81820.00| 7.00000 143185.00 EXCAVATION, WATERWAY | | | 0139 714-26708 176.000 LFT | 250.00000 44000.00| 350.00000 61600.00| 420.00000 73920.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | SECTION TOTALS | $ 29,960,182.70| $ 32,429,697.08| $ 39,357,689.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 29,960,182.70| $ 32,429,697.08| $ 39,357,689.12 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/08/02 PAGE : 999 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,916,537.33 ROUTE : I-70 CALL ORDER : 999 CONTRACT ID : R -25836-A COUNTIES : HENDRICKS MARION LETTING DATE : 10/08/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1894432 | | |IAFRATE, ANGELO CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADING FOR ROAD AND INTERCHANGE CONSTRUCTION AND CREEK RELOCATION | | | 0002 105-06845 LUMP| 980945.20000 980945.20| | CONSTRUCTION ENGINEERING | | | 0003 105-06904 40.000 EACH| 215.00000 8600.00| | PHONE(SUPERVISOR) | | | 0004 105-06905 40.000 EACH| 135.00000 5400.00| | PHONE(INSPECTOR) | | | 0005 105-06906 1440.000 MOS | 90.00000 129600.00| | CELLULAR SERVICE(SUPERVISOR) | | | 0006 105-06907 1440.000 MOS | 65.00000 93600.00| | CELLULAR SERVICE(INSPECTOR) | | | 0007 105-06908 300.000 MOS | 55.00000 16500.00| | RADIO SERVICE | | | 0009 110-01001 LUMP| 2000000.00000 2000000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP| 400000.00000 400000.00| | CLEARING RIGHT OF WAY | | | 0011 202-01000 LUMP| 150000.00000 150000.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0012 202-03000 LUMP| 20000.00000 20000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0013 203-02000 2882284.000 CYS | 5.20000 14987876.80| | EXCAVATION, COMMON | | | 0014 203-02010 10000.000 CYS | 15.00000 150000.00| | EXCAVATION, ROCK | | | 0015 203-02132 500.000 LFT | 10.00000 5000.00| | EXPLORATORY DRILLING | | | 0016 203-02133 300.000 LFT | 25.00000 7500.00| | EXPLORATORY CORES | | | 0017 203-03385 65535.000 TON | 65.00000 4259775.00| | LIME STABILIZATION | | | 0018 203-04984 37000.000 CYS | 9.00000 333000.00| | EXCAVATION , CREEK CONSTRUCTION | | | 0019 203-93444 5410.000 TON | 19.00000 102790.00| | BACKFILL, ROCK , GRANULAR FILTER LAYER | | | 0020 203-93444 15800.000 TON | 19.00000 300200.00| | BACKFILL, ROCK , RIFFLE GRADE CONTROL | | | 0021 205-03371 10000.000 CYS | 6.00000 60000.00| | SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/08/02 PAGE : 999 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,916,537.33 ROUTE : I-70 CALL ORDER : 999 CONTRACT ID : R -25836-A COUNTIES : HENDRICKS MARION LETTING DATE : 10/08/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1894432 | | |IAFRATE, ANGELO CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 205-06930 75.000 TON | 50.00000 3750.00| | SPLASHPAD, RIPRAP | | | 0023 205-06931 3376.000 TON | 25.00000 84400.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 17.000 EACH| 55.00000 935.00| | TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06935 12.000 EACH| 5000.00000 60000.00| | TEMPORARY SEDIMENT BASIN | | | 0026 205-06936 4471.000 TON | 15.00000 67065.00| | TEMPORARY SEDIMENT TRAP | | | 0027 205-06937 27700.000 LFT | 1.50000 41550.00| | TEMPORARY SILT FENCE | | | 0028 205-06938 2028.000 LFT | 7.00000 14196.00| | TEMPORARY SLOPE DRAIN | | | 0029 210-07562 8062.000 LFT | 5.00000 40310.00| | TEMPORARY INTERCEPTOR DITCH | | | 0030 211-07454 32606.000 CYS | 29.00000 945574.00| | STRUCTURE BACKFILL | | | 0031 303-04075 122.000 TON | 25.00000 3050.00| | COMPACTED AGGREGATE, O, 73 , FOR SURFACE| | | 0032 303-52308 730.000 TON | 15.00000 10950.00| | COMPACTED AGGREGATE, O, 53 , FOR BASE | | | 0033 602-06646 900.000 LFT | 30.00000 27000.00| | TEMPORARY CONCRETE BARRIER | | | 0034 607-06370 1489.000 LFT | 55.00000 81895.00| | PAVED SIDE DITCH, H | | | 0035 616-02320 7426.000 SYS | 2.00000 14852.00| | GEOTEXTILES | | | 0036 616-02320 1960.000 SYS | 3.00000 5880.00| | GEOTEXTILES FOR SUBGRADE STABILIZATION | | | 0037 616-05688 1803.000 TON | 24.00000 43272.00| | RIPRAP, CLASS 1 | | | 0038 616-05689 418.000 TON | 30.00000 12540.00| | RIPRAP, CLASS 2 | | | 0039 616-06405 8172.000 TON | 22.00000 179784.00| | RIPRAP, REVETMENT | | | 0040 621-01004 24.000 EACH| 550.00000 13200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-01597 20000.000 SYS | 4.40000 88000.00| | EROSION CONTROL, MAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/08/02 PAGE : 999 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,916,537.33 ROUTE : I-70 CALL ORDER : 999 CONTRACT ID : R -25836-A COUNTIES : HENDRICKS MARION LETTING DATE : 10/08/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1894432 | | |IAFRATE, ANGELO CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 621-02468 1637.000 LBS | 2.60000 4256.20| | SEED MIXTURE, GRASS, 1 | | | 0043 621-03787 45.000 LBS | 120.00000 5400.00| | SEED MIXTURE, D | | | 0044 621-04258 1141.000 LBS | 50.00000 57050.00| | SEED MIXTURE , WETLAND | | | 0045 621-06545 142.000 TON | 550.00000 78100.00| | FERTILIZER | | | 0046 621-06553 1510.000 LBS | 3.00000 4530.00| | SEED MIXTURE, R | | | 0047 621-06554 28246.000 LBS | 3.25000 91799.50| | SEED MIXTURE, U | | | 0048 621-06557 22827.000 LBS | 1.50000 34240.50| | SEED MIXTURE, T | | | 0049 621-06565 657.000 TON | 430.00000 282510.00| | MULCHING MATERIAL | | | 0050 621-06567 1938.000 MG | 2.20000 4263.60| | WATER | | | 0051 621-06574 59805.000 SYS | 2.75000 164463.75| | SODDING | | | 0052 621-07082 7.000 EACH| 3000.00000 21000.00| | DEFLECTOR , CROSS VANE ROCK STRUCTURE | | | 0053 621-07082 148.000 EACH| 2000.00000 296000.00| | DEFLECTOR , ROOT WAD | | | 0054 621-07085 4550.000 LFT | 15.00000 68250.00| | STABILIZATION , BRUSH LAYERING | | | 0056 622-01937 20490.000 EACH| 8.00000 163920.00| | PLANT | | | 0057 622-52436 45.000 EACH| 27.00000 1215.00| | SIGN, DO NOT MOW OR SPRAY | | | 0058 622-91786 63515.000 EACH| 3.25000 206423.75| | SEEDLING | | | 0059 622-91786 59750.000 EACH| 4.40000 262900.00| | SEEDLING , WILLOW | | | 0060 714-01366 312.000 LFT | 530.00000 165360.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 4 FT. | | | 0063 714-26702 108.000 LFT | 370.00000 39960.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0064 714-26703 122.000 LFT | 400.00000 48800.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 4 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/08/02 PAGE : 999 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,916,537.33 ROUTE : I-70 CALL ORDER : 999 CONTRACT ID : R -25836-A COUNTIES : HENDRICKS MARION LETTING DATE : 10/08/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1894432 | | |IAFRATE, ANGELO CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 714-26717 312.000 LFT | 550.00000 171600.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 5 FT. | | | 0067 714-26718 362.000 LFT | 600.00000 217200.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 6 FT. | | | 0068 715-01344 3.000 EACH| 1760.00000 5280.00| | PIPE END SECTION, 60 IN. | | | 0069 715-04612 446.000 LFT | 240.00000 107040.00| | PIPE , TYPE 1, DEFORMED, MIN. AREA 12.9 | | | SQ FT | | | 0070 715-04612 354.000 LFT | 220.00000 77880.00| | PIPE , TYPE 2, CIRCULAR, 78 IN. | | | 0071 715-04629 3.000 EACH| 1600.00000 4800.00| | PIPE END SECTION, MIN. AREA 12.9 SQ FT | | | 0073 715-05019 1202.000 LFT | 100.00000 120200.00| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0076 715-05129 104.000 LFT | 125.00000 13000.00| | PIPE, TYPE 1, CIRCULAR, 54 IN. | | | 0077 715-05133 248.000 LFT | 135.00000 33480.00| | PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0078 715-05154 771.000 LFT | 58.00000 44718.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0079 715-05162 4117.000 LFT | 115.00000 473455.00| | PIPE, TYPE 2, CIRCULAR, 54 IN. | | | 0080 715-05163 3321.000 LFT | 132.00000 438372.00| | PIPE, TYPE 2, CIRCULAR, 60 IN. | | | 0081 715-05841 2.000 EACH| 1100.00000 2200.00| | CONCRETE ANCHOR, 60 IN. | | | 0082 715-06910 10576.000 LFT | 560.00000 5922560.00| | PIPE, TYPE 2, CIRCULAR, 96 IN. | | | 0083 715-07560 778.000 LFT | 400.00000 311200.00| | PIPE, TYPE 2, CIRCULAR, 90 IN. | | | 0084 715-46020 2.000 EACH| 225.00000 450.00| | PIPE END SECTION, 24 IN. | | | 0085 715-46040 13.000 EACH| 460.00000 5980.00| | PIPE END SECTION, 36 IN. | | | 0086 715-96881 3.000 EACH| 1320.00000 3960.00| | PIPE END SECTION, 54 IN. | | | 0087 715-97076 1.000 EACH| 13000.00000 13000.00| | GRATED BOX END SECTION, I, 6:1, 60 IN. | | | X 38 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/08/02 PAGE : 999 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,916,537.33 ROUTE : I-70 CALL ORDER : 999 CONTRACT ID : R -25836-A COUNTIES : HENDRICKS MARION LETTING DATE : 10/08/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1894432 | | |IAFRATE, ANGELO CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 718-04783 2.000 EACH| 5000.00000 10000.00| | OUTLET , PRECAST, STORM WATER MANAGEMENT| | | 0089 720-45030 1.000 EACH| 1000.00000 1000.00| | INLET, E7 | | | 0090 720-45410 2.000 EACH| 1600.00000 3200.00| | MANHOLE, C4 | | | 0091 720-45430 24.000 EACH| 20000.00000 480000.00| | MANHOLE, G4 | | | 0092 720-45430 2.000 EACH| 30000.00000 60000.00| | MANHOLE, G4 , DROP | | | 0093 720-93501 9.000 EACH| 5600.00000 50400.00| | MANHOLE, L4 | | | 0094 720-95101 1.000 EACH| 5600.00000 5600.00| | MANHOLE, L2 | | | 0095 720-95335 8.000 EACH| 8500.00000 68000.00| | MANHOLE, M4 | | | 0096 720-95422 2.000 EACH| 3400.00000 6800.00| | MANHOLE, J4 | | | 0098 723-06660 484.000 SYS | 200.00000 96800.00| | WINGWALL | | | 0099 723-06912 320.000 LFT | 1100.00000 352000.00| | STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | | X 96 IN. | | | 0100 801-06199 14.000 EACH| 125.00000 1750.00| | ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0101 801-06606 24.000 EACH| 94.00000 2256.00| | BARRICADE, IIIB | | | 0103 801-06640 60.000 EACH| 104.00000 6240.00| | CONSTRUCTION SIGN, A | | | 0104 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | 0105 801-07120 28.000 LFT | 110.00000 3080.00| | BARRICADE, III, PERMANENT | | | 0106 804-06725 2.000 EACH| 220.00000 440.00| | DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0107 621-07188 24560.000 LFT | 2.20000 54032.00| | COMPOST FILTER BERM | | | 0108 105-07570 38.000 MOS | 4000.00000 152000.00| | FIELD OFFICE , LEASE | | | 0109 105-07570 38.000 MOS | 1750.00000 66500.00| | FIELD OFFICE , FURNITURE-EQUIPMENT ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/08/02 PAGE : 999 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,916,537.33 ROUTE : I-70 CALL ORDER : 999 CONTRACT ID : R -25836-A COUNTIES : HENDRICKS MARION LETTING DATE : 10/08/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1894432 | | |IAFRATE, ANGELO CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 210-07576 76000.000 DOL | 1.00000 76000.00| | FIELD OFFICE , UTILITIES | | | 0111 108-01614 LUMP| 10000.00000 10000.00| | PARTNERING OVERHEAD | | | 0112 714-04875 250.000 LFT | 825.00000 206250.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, , 13 FT. X 4 FT. | | | 0113 715-05024 102.000 LFT | 50.00000 5100.00| | PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0114 715-05121 206.000 LFT | 33.00000 6798.00| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0115 720-03194 22.000 EACH| 3600.00000 79200.00| | MANHOLE , PRECAST, 4 FT. X 4 FT., FRAME | | | AND LID | | | 0116 715-04612 800.000 LFT | 110.00000 88000.00| | PIPE , TYPE HDPE, 20 IN. | | | 0117 716-98960 160.000 LFT | 215.00000 34400.00| | CASING, STEEL , 30 IN. | | | 0118 805-94971 20000.000 LFT | 3.00000 60000.00| | FIBER OPTICS CABLE , 12 FIBER, | | | MULTIMODE, 50 MICRON DIA. | | | 0119 807-04443 18146.000 LFT | 12.00000 217752.00| | CONDUIT , PVC, CONCRETE ENCASED, 4 X 4 | | | IN. | | | 0120 807-04443 700.000 LFT | 21.00000 14700.00| | CONDUIT , HDPE, 4 IN., JACK AND BORE | | | 0121 210-05897 2.000 EACH| 275.00000 550.00| | PHONE , (IAS), NON-NEXTEL | | | 0122 105-07577 76.000 MOS | 80.00000 6080.00| | CELLULAR SERVICE (IAS) | | | 0123 206-51215 200.000 CYS | 165.00000 33000.00| | EXCAVATION, X | | | 0124 203-02010 12000.000 CYS | 110.00000 1320000.00| | EXCAVATION, ROCK , FOR PIPE | | | 0125 603-06065 841.000 LFT | 8.00000 6728.00| | FENCE, CHAIN LINK, RESET | | | 0126 621-07082 50.000 EACH| 3000.00000 150000.00| | DEFLECTOR , 3-VANE STRUCTURE | | | 0127 621-07082 50.000 EACH| 2750.00000 137500.00| | DEFLECTOR , ROCK VANE ROCK STRUCTURE | | | 0128 621-07085 500.000 LFT | 150.00000 75000.00| | STABILIZATION , FASCINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/08/02 PAGE : 999 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 61,916,537.33 ROUTE : I-70 CALL ORDER : 999 CONTRACT ID : R -25836-A COUNTIES : HENDRICKS MARION LETTING DATE : 10/08/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 38-1894432 | | |IAFRATE, ANGELO CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 715-07319 5.000 EACH| 1100.00000 5500.00| | SEPTIC TANK , REMOVE | | | 0130 621-02770 41562.000 SYS | 5.60000 232747.20| | EROSION CONTROL BLANKET | | | 0131 720-95044 4.000 EACH| 22000.00000 88000.00| | MANHOLE, N4, MODIFIED | | | 0132 715-06358 5.000 EACH| 1500.00000 7500.00| | CONCRETE ANCHOR, 78 IN. | | | 0133 210-06899 8.000 EACH| 275.00000 2200.00| | RADIO , NEXTEL i30sx OR BETTER | | | 0134 616-07583 25767.000 SYS | 7.00000 180369.00| | SLOPE TREATMENT , TYPE A | | | 0135 616-07583 6616.000 SYS | 11.00000 72776.00| | SLOPE TREATMENT , TYPE B | | | 0136 621-06548 1841.000 LBS | 22.00000 40502.00| | SEED MIXTURE, CV | | | 0137 603-06045 1000.000 LFT | 8.00000 8000.00| | FENCE, CHAIN LINK, 48 IN. | | | 0138 203-51223 20455.000 CYS | 10.00000 204550.00| | EXCAVATION, WATERWAY | | | 0139 714-26708 176.000 LFT | 430.00000 75680.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | SECTION TOTALS | $ 40,590,787.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 40,590,787.50| | ====================================================================================================================================