INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -1 VENDOR RANKING CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ADDED TRAVEL LANES W/NEW SIGNALS COMPLETION DATE : 08/31/12 LOCATION : ON US 421 FROM SOUTH JUNCTION OF SR 2 TO NORTH JUNCTION PROJECT(S) : 0201302 OF SR 2 0902301 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 4,399,125.48 100.0000% 2 38-2051611 HOFFMAN BROTHERS INC $ 5,496,120.54 124.9367% 3 35-1120685 WALSH & KELLY INC $ 5,515,644.28 125.3805% 4 35-0997978 PHEND & BROWN INC $ 5,827,028.42 132.4588% 5 35-1058916 WOODRUFF & SONS INC $ 5,899,944.25 134.1163% 35-1068009 DYER CONSTRUCTION CO IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -2 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 38-2051611 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |HOFFMAN BROTHERS INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 45000.00000 45000.00| 35000.00000 35000.00| 44000.00000 44000.00 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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 95000.00000 95000.00| 360000.00000 360000.00| 275000.00000 275000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 15500.00000 15500.00| 88000.00000 88000.00| 122000.00000 122000.00 CLEARING RIGHT OF WAY | | | 0012 202-02240 14000.000 SYS | 5.76000 80640.00| 8.16000 114240.00| 5.00000 70000.00 PAVEMENT REMOVAL | | | 0013 203-02000 33919.000 CYS | 5.61000 190285.59| 5.75000 195034.25| 6.49000 220134.31 EXCAVATION, COMMON | | | 0014 203-02070 7016.000 CYS | 5.82000 40833.12| 30.54000 214268.64| 11.00000 77176.00 BORROW | | | 0015 205-06931 1368.000 TON | 39.39000 53885.52| 55.41000 75800.88| 45.00000 61560.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06932 60.000 LFT | 15.38000 922.80| 4.43000 265.80| 14.85000 891.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 1.000 EACH | 129.42000 129.42| 478.13000 478.13| 100.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06934 15.000 TON | 456.59000 6848.85| 480.00000 7200.00| 441.00000 6615.00 TEMPORARY MULCHING | | | 0019 205-06937 2065.000 LFT | 1.76000 3634.40| 1.44000 2973.60| 1.70000 3510.50 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -3 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 38-2051611 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |HOFFMAN BROTHERS INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-09543 100.000 TON | 26.19000 2619.00| 23.82000 2382.00| 30.00000 3000.00 NO 2 STONE | | | 0021 207-08262 61122.000 SYS | 0.60000 36673.20| 4.76000 290940.72| 4.50000 275049.00 SUBGRADE TREATMENT, TYPE I | | | 0022 207-08267 3526.000 SYS | 6.29000 22178.54| 7.49000 26409.74| 23.00000 81098.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0023 211-09264 6803.000 CYS | 15.88000 108031.64| 0.01000 68.03| 3.66000 24898.98 STRUCTURAL BACKFILL, TYPE 1 | | | 0024 301-07448 6906.000 TON | 12.02000 83010.12| 12.50000 86325.00| 20.00000 138120.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-06464 12586.000 CYS | 31.30000 393941.80| 49.20000 619231.20| 33.00000 415338.00 SUBBASE FOR PCCP | | | 0026 303-08210 1625.000 TON | 18.22000 29607.50| 0.01000 16.25| 36.00000 58500.00 COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | 0027 304-07783 11.000 TON | 195.00000 2145.00| 210.99000 2320.89| 500.00000 5500.00 HMA PATCHING, TYPE D | | | 0028 306-08034 121.000 SYS | 14.97000 1811.37| 21.59000 2612.39| 25.00000 3025.00 MILLING, ASPHALT, 1 1/2 IN | | | 0029 401-07320 512.000 TON | 53.75000 27520.00| 53.75000 27520.00| 65.00000 33280.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0030 401-07406 1721.000 TON | 44.00000 75724.00| 44.00000 75724.00| 50.00000 86050.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0031 402-07432 260.000 TON | 51.45000 13377.00| 51.45000 13377.00| 80.00000 20800.00 HMA SURFACE, TYPE A | | | 0032 402-07433 276.000 TON | 56.35000 15552.60| 56.35000 15552.60| 80.00000 22080.00 HMA SURFACE, TYPE B | | | 0033 402-07435 356.000 TON | 54.00000 19224.00| 54.00000 19224.00| 65.00000 23140.00 HMA INTERMEDIATE, TYPE A | | | 0034 402-07438 759.000 TON | 49.20000 37342.80| 49.20000 37342.80| 65.00000 49335.00 HMA INTERMEDIATE, TYPE B | | | 0035 402-07784 10.000 TON | 420.00000 4200.00| 420.00000 4200.00| 300.00000 3000.00 HMA SURFACE, TYPE D | | | 0036 406-05520 4.000 TON | 1.00000 4.00| 1.00000 4.00| 0.01000 0.04 ASPHALT FOR TACK COAT | | | 0037 501-06266 LUMP | 2795.45000 2795.45| 13000.00000 13000.00| 4000.00000 4000.00 PROFILOGRAPH, PCCP | | | 0038 501-06727 LUMP | 2277.77000 2277.77| 8000.00000 8000.00| 6000.00000 6000.00 CORING, PCCP | | | 0039 501-09107 43061.000 SYS | 31.58000 1359866.38| 32.00000 1377952.00| 36.00000 1550196.00 QC/QA-PCCP, 9 IN | | | 0040 502-06457 3172.000 SYS | 49.70000 157648.40| 36.00000 114192.00| 47.00000 149084.00 PCCP, 9 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -4 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 38-2051611 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |HOFFMAN BROTHERS INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 502-06627 79.000 SYS | 40.38000 3190.02| 100.00000 7900.00| 79.00000 6241.00 PCCP, 6 IN | | | 0042 503-05240 28963.000 LFT | 11.39000 329888.57| 9.50000 275148.50| 13.00000 376519.00 D-1 CONTRACTION JOINT | | | 0043 604-06367 598.000 LFT | 0.01000 5.98| 10.00000 5980.00| 0.02000 11.96 JOINT MATERIAL | | | 0044 604-07901 65.000 SYS | 93.18000 6056.70| 163.20000 10608.00| 110.00000 7150.00 CURB RAMP, CONCRETE, G | | | 0045 604-07902 12.000 SYS | 93.18000 1118.16| 173.20000 2078.40| 150.00000 1800.00 CURB RAMP, CONCRETE, H | | | 0046 604-91531 174.000 SYS | 32.35000 5628.90| 37.55000 6533.70| 40.00000 6960.00 SIDEWALK, CONCRETE, 4 IN | | | 0047 605-06090 4277.000 LFT | 11.39000 48715.03| 10.28000 43967.56| 13.00000 55601.00 CURB, INTEGRAL, CONCRETE | | | 0048 605-06120 56.000 LFT | 24.85000 1391.60| 31.66000 1772.96| 40.00000 2240.00 CURB, CONCRETE | | | 0049 605-52807 22.000 LFT | 24.85000 546.70| 41.66000 916.52| 80.00000 1760.00 CURB AND GUTTER, COMBINED | | | 0050 610-07487 845.000 TON | 68.50000 57882.50| 84.49000 71394.05| 80.00000 67600.00 HMA FOR APPROACHES, TYPE B | | | 0051 611-06497 5.000 EACH | 134.60000 673.00| 125.58000 627.90| 200.00000 1000.00 MAILBOX ASSEMBLY, SINGLE | | | 0052 615-06490 49.000 EACH | 196.72000 9639.28| 140.00000 6860.00| 165.00000 8085.00 RIGHT OF WAY MARKER | | | 0053 615-06515 9.000 EACH | 181.19000 1630.71| 336.65000 3029.85| 165.00000 1485.00 MONUMENT, D | | | 0054 615-06527 4.000 EACH | 569.44000 2277.76| 400.00000 1600.00| 700.00000 2800.00 MONUMENT, SECTION CORNER | | | 0055 616-02320 4813.000 SYS | 1.05000 5053.65| 1.33000 6401.29| 2.00000 9626.00 GEOTEXTILES | | | 0056 616-06405 2751.000 TON | 28.68000 78898.68| 54.48000 149874.48| 55.00000 151305.00 RIPRAP, REVETMENT | | | 0057 616-06451 135.000 TON | 40.08000 5410.80| 77.15000 10415.25| 55.00000 7425.00 RIPRAP, UNIFORM | | | 0058 621-01004 4.000 EACH | 258.84000 1035.36| 340.00000 1360.00| 250.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0059 621-06545 4.000 TON | 1276.59000 5106.36| 720.00000 2880.00| 1233.00000 4932.00 FERTILIZER | | | 0060 621-06554 1350.000 LBS | 3.67000 4954.50| 2.95000 3982.50| 3.54000 4779.00 SEED MIXTURE, U | | | 0061 621-06557 1125.000 LBS | 2.74000 3082.50| 1.42000 1597.50| 2.65000 2981.25 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -5 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 38-2051611 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |HOFFMAN BROTHERS INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 621-06565 18.000 TON | 446.24000 8032.32| 480.00000 8640.00| 431.00000 7758.00 MULCHING MATERIAL | | | 0063 621-06567 177.000 kGAL | 0.52000 92.04| 60.00000 10620.00| 0.50000 88.50 WATER | | | 0064 621-06570 1323.000 CYS | 32.74000 43315.02| 6.20000 8202.60| 25.28000 33445.44 TOPSOIL | | | 0065 621-06575 11901.000 SYS | 3.42000 40701.42| 3.00000 35703.00| 3.30000 39273.30 SODDING, NURSERY | | | 0066 628-08520 4.000 EACH | 155.30000 621.20| 150.00000 600.00| 150.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0067 628-08521 80.000 MOS | 51.77000 4141.60| 100.00000 8000.00| 100.00000 8000.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0068 628-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0069 628-09403 20.000 MOS | 1695.90000 33918.00| 2597.46000 51949.20| 2200.00000 44000.00 FIELD OFFICE, C | | | 0070 628-09407 40.000 MOS | 383.08000 15323.20| 247.00000 9880.00| 200.00000 8000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0071 715-05019 135.000 LFT | 75.71000 10220.85| 81.87000 11052.45| 127.71000 17240.85 PIPE, TYPE 1 CIRCULAR 36 IN | | | 0072 715-05048 11560.000 LFT | 2.63000 30402.80| 5.70000 65892.00| 3.71000 42887.60 PIPE, TYPE 4 CIRCULAR 6 IN | | | 0073 715-05053 898.000 LFT | 14.16000 12715.68| 12.43000 11162.14| 12.42000 11153.16 PIPE, UNDERDRAIN, OUTLET 6 IN | | | 0074 715-05149 1504.000 LFT | 34.50000 51888.00| 63.52000 95534.08| 40.71000 61227.84 PIPE, TYPE 2 CIRCULAR 12 IN | | | 0075 715-05151 268.000 LFT | 31.21000 8364.28| 45.37000 12159.16| 33.12000 8876.16 PIPE, TYPE 2 CIRCULAR 15 IN | | | 0076 715-05152 2669.000 LFT | 30.42000 81190.98| 54.94000 146634.86| 37.09000 98993.21 PIPE, TYPE 2 CIRCULAR 18 IN | | | 0077 715-05154 698.000 LFT | 36.73000 25637.54| 55.21000 38536.58| 45.32000 31633.36 PIPE, TYPE 2 CIRCULAR 24 IN | | | 0078 715-05161 137.000 LFT | 113.55000 15556.35| 127.53000 17471.61| 153.92000 21087.04 PIPE, TYPE 2 CIRCULAR 48 IN | | | 0079 715-05169 144.000 LFT | 50.16000 7223.04| 45.37000 6533.28| 40.75000 5868.00 PIPE, TYPE 3 CIRCULAR 15 IN | | | 0080 715-05173 117.000 LFT | 50.42000 5899.14| 55.21000 6459.57| 68.43000 8006.31 PIPE, TYPE 3 CIRCULAR 24 IN | | | 0081 715-06004 1.000 EACH | 2434.79000 2434.79| 0.01000 0.01| 3000.00000 3000.00 CONCRETE ANCHOR, 48 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -6 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 38-2051611 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |HOFFMAN BROTHERS INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 715-09064 5276.000 LFT | 1.29000 6806.04| 1.25000 6595.00| 1.55000 8177.80 VIDEO INSPECTION FOR PIPE | | | 0083 715-46000 15.000 EACH | 244.10000 3661.50| 177.85000 2667.75| 1070.50000 16057.50 PIPE END SECTION, 12 IN | | | 0084 715-46005 12.000 EACH | 302.53000 3630.36| 190.85000 2290.20| 1131.25000 13575.00 PIPE END SECTION, 15 IN | | | 0085 715-46010 1.000 EACH | 378.58000 378.58| 220.85000 220.85| 1205.50000 1205.50 PIPE END SECTION, 18 IN | | | 0086 715-46020 6.000 EACH | 534.20000 3205.20| 240.85000 1445.10| 1394.50000 8367.00 PIPE END SECTION, 24 IN | | | 0087 715-46040 2.000 EACH | 1187.48000 2374.96| 596.71000 1193.42| 1948.00000 3896.00 PIPE END SECTION, 36 IN | | | 0088 718-06528 2.000 EACH | 932.86000 1865.72| 386.64000 773.28| 700.00000 1400.00 OUTLET PROTECTOR, 1 | | | 0089 718-06529 6.000 EACH | 898.35000 5390.10| 529.96000 3179.76| 700.00000 4200.00 OUTLET PROTECTOR, 2 | | | 0090 718-06531 2.000 EACH | 932.86000 1865.72| 1229.81000 2459.62| 700.00000 1400.00 OUTLET PROTECTOR, 3 | | | 0091 718-06532 3000.000 LFT | 0.88000 2640.00| 0.85000 2550.00| 1.15000 3450.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0092 718-52610 674.000 CYS | 39.13000 26373.62| 31.00000 20894.00| 43.86000 29561.64 AGGREGATE FOR UNDERDRAINS | | | 0093 720-45065 1.000 EACH | 2617.74000 2617.74| 3453.31000 3453.31| 3079.50000 3079.50 INLET, N12 | | | 0094 720-45410 20.000 EACH | 2174.27000 43485.40| 2073.81000 41476.20| 3124.17000 62483.40 MANHOLE, C4 | | | 0095 720-93501 1.000 EACH | 6596.95000 6596.95| 6980.15000 6980.15| 8463.65000 8463.65 MANHOLE, L4 | | | 0096 720-98174 36.000 EACH | 2281.25000 82125.00| 2996.35000 107868.60| 2748.15000 98933.40 INLET, B15 | | | 0097 720-98555 9.000 EACH | 2281.25000 20531.25| 3077.75000 27699.75| 2764.75000 24882.75 INLET, C15 | | | 0098 720-98625 1.000 EACH | 2672.97000 2672.97| 3215.49000 3215.49| 4110.00000 4110.00 MANHOLE, C4, DROP | | | 0099 801-01504 1.000 EACH | 59.01000 59.01| 57.00000 57.00| 57.00000 57.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0100 801-03290 4.000 EACH | 182.22000 728.88| 176.00000 704.00| 176.00000 704.00 CONSTRUCTION SIGN, C | | | 0101 801-04308 4.000 EACH | 371.69000 1486.76| 359.00000 1436.00| 359.00000 1436.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0102 801-06203 58985.000 LFT | 0.14000 8257.90| 0.13000 7668.05| 0.01000 589.85 TEMPORARY PAVEMENT MARKING, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -7 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 38-2051611 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |HOFFMAN BROTHERS INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0103 801-06207 45000.000 LFT | 0.88000 39600.00| 0.85000 38250.00| 0.01000 450.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN | | | 0104 801-06640 28.000 EACH | 161.51000 4522.28| 156.00000 4368.00| 156.00000 4368.00 CONSTRUCTION SIGN, A | | | 0105 801-06645 14.000 EACH | 46.59000 652.26| 45.00000 630.00| 45.00000 630.00 CONSTRUCTION SIGN, B | | | 0106 801-06735 15.000 EACH | 27.95000 419.25| 25.00000 375.00| 27.00000 405.00 TUBULAR MARKER, PERMANENT | | | 0107 801-06775 LUMP | 22900.00000 22900.00| 21915.32000 21915.32| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0108 801-07119 420.000 LFT | 12.48000 5241.60| 12.05000 5061.00| 12.05000 5061.00 BARRICADE, III-B | | | 0109 801-07120 36.000 LFT | 45.30000 1630.80| 43.75000 1575.00| 43.75000 1575.00 BARRICADE, III, PERMANENT | | | 0110 801-07612 397.000 LFT | 2.58000 1024.26| 2.49000 988.53| 2.49000 988.53 TEMPORARY PAVEMENT MARKING, 24 IN | | | 0111 801-94295 36.000 EACH | 129.42000 4659.12| 125.00000 4500.00| 125.00000 4500.00 SIGNAL HEAD, RELOCATE | | | 0112 802-04893 2.000 EACH | 150.13000 300.26| 145.00000 290.00| 145.00000 290.00 REFERENCE POST | | | 0113 802-05701 599.000 LFT | 13.46000 8062.54| 13.00000 7787.00| 13.00000 7787.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0114 802-05702 70.000 LFT | 13.87000 970.90| 13.40000 938.00| 13.40000 938.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0115 802-07058 5.000 EACH | 191.54000 957.70| 185.00000 925.00| 185.00000 925.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0116 802-07060 3.000 EACH | 155.30000 465.90| 150.00000 450.00| 150.00000 450.00 SIGN, SHEET, RELOCATE | | | 0117 802-09838 244.000 SFT | 14.62000 3567.28| 14.12000 3445.28| 14.12000 3445.28 SIGN, SHEET, WITH LEGEND 0.080" | | | 0118 802-09840 229.000 SFT | 15.45000 3538.05| 14.92000 3416.68| 14.92000 3416.68 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0119 802-09842 50.000 SFT | 18.64000 932.00| 18.00000 900.00| 18.00000 900.00 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0120 805-01300 1.000 EACH | 1956.81000 1956.81| 1890.00000 1890.00| 1890.00000 1890.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0121 805-01815 2.000 EACH | 2174.24000 4348.48| 2100.00000 4200.00| 2100.00000 4200.00 SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -8 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 38-2051611 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |HOFFMAN BROTHERS INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 805-01842 5.000 EACH | 745.45000 3727.25| 720.00000 3600.00| 720.00000 3600.00 HANDHOLE, SIGNAL | | | 0123 805-01893 LUMP | 1035.35000 1035.35| 1000.00000 1000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC SIGNAL | | | 0124 805-02087 LUMP | 414.14000 414.14| 400.00000 400.00| 400.00000 400.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0125 805-02152 2.000 EACH | 662.63000 1325.26| 640.00000 1280.00| 640.00000 1280.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 18 IN | | | 0127 805-02645 1.000 EACH | 600.50000 600.50| 580.00000 580.00| 580.00000 580.00 SIGNAL PEDESTAL FOUNDATION, A | | | 0128 805-78100 1.000 EACH | 10146.43000 10146.43| 9800.00000 9800.00| 9800.00000 9800.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0129 805-78205 6.000 EACH | 641.92000 3851.52| 620.00000 3720.00| 620.00000 3720.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0130 805-78245 3.000 EACH | 2433.07000 7299.21| 2350.00000 7050.00| 2350.00000 7050.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN RED, AMBER, | | | GREEN | | | 0131 805-78370 2.000 EACH | 150.13000 300.26| 145.00000 290.00| 145.00000 290.00 PEDESTRIAN PUSH BUTTON | | | 0132 805-78412 1.000 EACH | 538.38000 538.38| 520.00000 520.00| 520.00000 520.00 SIGNAL PEDESTAL, 9FT | | | 0133 805-78415 4.000 EACH | 1739.39000 6957.56| 1680.00000 6720.00| 1680.00000 6720.00 SPAN, CATENARY, AND TETHER | | | 0134 805-78420 4.000 EACH | 320.96000 1283.84| 310.00000 1240.00| 310.00000 1240.00 DISCONNECT HANGER | | | 0135 805-78445 1.000 EACH | 434.85000 434.85| 420.00000 420.00| 420.00000 420.00 SIGNAL SERVICE | | | 0136 805-78467 50.000 LFT | 2.07000 103.50| 2.00000 100.00| 2.00000 100.00 SIGNAL CABLE, 3C 8GA | | | 0137 805-78470 4470.000 LFT | 0.33000 1475.10| 0.32000 1430.40| 0.32000 1430.40 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0138 805-78480 235.000 LFT | 0.83000 195.05| 0.80000 188.00| 0.80000 188.00 SIGNAL CABLE, 3C 14GA | | | 0139 805-78485 800.000 LFT | 0.93000 744.00| 0.90000 720.00| 0.90000 720.00 SIGNAL CABLE, 5C 14GA | | | 0140 805-78490 570.000 LFT | 1.50000 855.00| 1.45000 826.50| 1.45000 826.50 SIGNAL CABLE, 7C 14GA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -9 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 38-2051611 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |HOFFMAN BROTHERS INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 805-78510 2405.000 LFT | 1.04000 2501.20| 1.00000 2405.00| 1.00000 2405.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0142 805-78785 9.000 EACH | 507.32000 4565.88| 490.00000 4410.00| 490.00000 4410.00 SIGNAL DETECTOR HOUSING | | | 0143 805-78795 1660.000 LFT | 8.90000 14774.00| 8.60000 14276.00| 8.60000 14276.00 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0144 805-78925 1.000 EACH | 745.45000 745.45| 720.00000 720.00| 720.00000 720.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0145 805-81032 2.000 EACH | 4348.47000 8696.94| 4200.00000 8400.00| 4200.00000 8400.00 SIGNAL STRAIN POLE, STEEL, 30 FT | | | 0146 805-92504 5.000 EACH | 258.84000 1294.20| 250.00000 1250.00| 250.00000 1250.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0147 805-99327 1.000 EACH | 103.54000 103.54| 100.00000 100.00| 100.00000 100.00 CONDUIT, SPLICE | | | 0148 807-02191 2.000 EACH | 735.10000 1470.20| 710.00000 1420.00| 710.00000 1420.00 HANDHOLE, LIGHTING | | | 0149 807-02193 2.000 EACH | 745.45000 1490.90| 720.00000 1440.00| 720.00000 1440.00 LIGHT STANDARD FOUNDATION, 3FT DIAMETER | | | X 8FT | | | 0150 807-02603 2.000 EACH | 424.50000 849.00| 410.00000 820.00| 410.00000 820.00 LIGHT STANDARD, RELOCATE | | | 0151 807-06592 1085.000 LFT | 12.42000 13475.70| 12.00000 13020.00| 12.00000 13020.00 CONDUIT, STEEL, GALVANIZED, 2 IN | | | 0152 807-07580 100.000 LFT | 10.35000 1035.00| 10.00000 1000.00| 10.00000 1000.00 WIRE, NO 4 COPPER, IN PLASTIC DUCT, IN | | | TRENCH 4 1/C | | | 0153 808-03002 2263.000 LFT | 0.31000 701.53| 0.30000 678.90| 0.30000 678.90 LINE, EPOXY, BROKEN, WHITE, 4 IN | | | 0154 808-03631 15031.000 LFT | 0.31000 4659.61| 0.30000 4509.30| 0.30000 4509.30 LINE, EPOXY, SOLID, WHITE, 4 IN | | | 0155 808-03632 14612.000 LFT | 0.31000 4529.72| 0.30000 4383.60| 0.30000 4383.60 LINE, EPOXY, SOLID, YELLOW, 4 IN | | | 0156 808-04896 2350.000 LFT | 0.31000 728.50| 0.30000 705.00| 0.30000 705.00 LINE, EPOXY, BROKEN, YELLOW, 4 IN | | | 0157 808-05534 98.000 LFT | 0.62000 60.76| 0.60000 58.80| 0.60000 58.80 LINE, EPOXY, SOLID, WHITE, 8 IN | | | 0158 808-05535 50.000 LFT | 7.82000 391.00| 7.55000 377.50| 7.55000 377.50 TRANSVERSE MARKINGS EPOXY SOLID WHITE, | | | CROSSHATCH LINE 24" | | | 0159 808-05866 55.000 SYS | 18.64000 1025.20| 18.00000 990.00| 18.00000 990.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0160 808-06194 880.000 LFT | 0.88000 774.40| 0.85000 748.00| 0.85000 748.00 LINE, EPOXY, SOLID, WHITE, 12 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -10 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 38-2051611 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |HOFFMAN BROTHERS INC |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0161 808-06368 800.000 LFT | 2.60000 2080.00| 2.51000 2008.00| 2.51000 2008.00 TRANSVERSE MARKING, REMOVE | | | 0162 808-06703 153.000 LFT | 0.36000 55.08| 0.35000 53.55| 0.35000 53.55 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0163 808-06716 90000.000 LFT | 0.26000 23400.00| 0.25000 22500.00| 0.01000 900.00 LINE, REMOVE | | | 0164 808-74805 310.000 LFT | 7.82000 2424.20| 7.55000 2340.50| 7.55000 2340.50 TRANSVERSE MARKING EPOXY, STOP LINE, 24 | | | 0165 808-74807 36.000 EACH | 77.65000 2795.40| 75.00000 2700.00| 75.00000 2700.00 PAVEMENT MESSAGE MARKING, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0166 808-74808 31.000 EACH | 100.43000 3113.33| 97.00000 3007.00| 97.00000 3007.00 PAVEMENT MESSAGE MARKING, EPOXY, (ONLY) | | | 0167 808-75245 534.000 LFT | 0.36000 192.24| 0.35000 186.90| 0.35000 186.90 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 I | | | 0168 808-75996 190.000 EACH | 6.47000 1229.30| 4.76000 904.40| 0.23000 43.70 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0169 808-75998 331.000 EACH | 21.22000 7023.82| 20.50000 6785.50| 25.65000 8490.15 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0170 808-94455 355.000 LFT | 2.07000 734.85| 2.00000 710.00| 2.00000 710.00 TRANSVERSE MARKING, EPOXY, CROSSWALK | | | LINE, 6" | | | 0171 720-97008 6.000 EACH | 1463.47000 8780.82| 1575.41000 9452.46| 1471.25000 8827.50 FIRE HYDRANT ASSEMBLY, RELOCATE | | | 0172 715-03795 110.000 LFT | 46.85000 5153.50| 35.44000 3898.40| 47.18000 5189.80 PIPE DUCTILE IRON 6" | | | 0173 715-07556 LUMP | 6375.58000 6375.58| 3620.57000 3620.57| 6410.89000 6410.89 FORCE MAIN . | | | SECTION TOTALS | $ 4,399,125.48| $ 5,496,120.54| $ 5,515,644.28 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,399,125.48| $ 5,496,120.54| $ 5,515,644.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -11 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1058916 |( ) |PHEND & BROWN INC |WOODRUFF & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 116500.00000 116500.00| 92350.00000 92350.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0005 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, PCCP | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 400000.00000 400000.00| 442800.00000 442800.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 133000.00000 133000.00| 112000.00000 112000.00| CLEARING RIGHT OF WAY | | | 0012 202-02240 14000.000 SYS | 6.80000 95200.00| 7.00000 98000.00| PAVEMENT REMOVAL | | | 0013 203-02000 33919.000 CYS | 12.10000 410419.90| 10.00000 339190.00| EXCAVATION, COMMON | | | 0014 203-02070 7016.000 CYS | 14.00000 98224.00| 8.00000 56128.00| BORROW | | | 0015 205-06931 1368.000 TON | 40.90000 55951.20| 76.00000 103968.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06932 60.000 LFT | 14.85000 891.00| 16.00000 960.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 1.000 EACH | 102.30000 102.30| 107.00000 107.00| TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06934 15.000 TON | 441.00000 6615.00| 474.00000 7110.00| TEMPORARY MULCHING | | | 0019 205-06937 2065.000 LFT | 3.17000 6546.05| 1.80000 3717.00| TEMPORARY SILT FENCE | | | 0020 205-09543 100.000 TON | 32.00000 3200.00| 55.00000 5500.00| NO 2 STONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -12 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1058916 |( ) |PHEND & BROWN INC |WOODRUFF & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 207-08262 61122.000 SYS | 5.35000 327002.70| 6.50000 397293.00| SUBGRADE TREATMENT, TYPE I | | | 0022 207-08267 3526.000 SYS | 11.25000 39667.50| 17.00000 59942.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0023 211-09264 6803.000 CYS | 14.00000 95242.00| 17.00000 115651.00| STRUCTURAL BACKFILL, TYPE 1 | | | 0024 301-07448 6906.000 TON | 19.00000 131214.00| 21.00000 145026.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-06464 12586.000 CYS | 36.20000 455613.20| 30.00000 377580.00| SUBBASE FOR PCCP | | | 0026 303-08210 1625.000 TON | 14.00000 22750.00| 8.00000 13000.00| COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | 0027 304-07783 11.000 TON | 195.00000 2145.00| 210.00000 2310.00| HMA PATCHING, TYPE D | | | 0028 306-08034 121.000 SYS | 6.30000 762.30| 54.00000 6534.00| MILLING, ASPHALT, 1 1/2 IN | | | 0029 401-07320 512.000 TON | 53.75000 27520.00| 57.00000 29184.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0030 401-07406 1721.000 TON | 44.00000 75724.00| 47.00000 80887.00| QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0031 402-07432 260.000 TON | 51.45000 13377.00| 55.00000 14300.00| HMA SURFACE, TYPE A | | | 0032 402-07433 276.000 TON | 56.35000 15552.60| 60.00000 16560.00| HMA SURFACE, TYPE B | | | 0033 402-07435 356.000 TON | 54.00000 19224.00| 57.00000 20292.00| HMA INTERMEDIATE, TYPE A | | | 0034 402-07438 759.000 TON | 49.20000 37342.80| 52.00000 39468.00| HMA INTERMEDIATE, TYPE B | | | 0035 402-07784 10.000 TON | 420.00000 4200.00| 445.00000 4450.00| HMA SURFACE, TYPE D | | | 0036 406-05520 4.000 TON | 1.00000 4.00| 1.00000 4.00| ASPHALT FOR TACK COAT | | | 0037 501-06266 LUMP | 13000.00000 13000.00| 13500.00000 13500.00| PROFILOGRAPH, PCCP | | | 0038 501-06727 LUMP | 8000.00000 8000.00| 8200.00000 8200.00| CORING, PCCP | | | 0039 501-09107 43061.000 SYS | 32.00000 1377952.00| 34.00000 1464074.00| QC/QA-PCCP, 9 IN | | | 0040 502-06457 3172.000 SYS | 39.10000 124025.20| 38.00000 120536.00| PCCP, 9 IN | | | 0041 502-06627 79.000 SYS | 39.10000 3088.90| 105.00000 8295.00| PCCP, 6 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -13 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1058916 |( ) |PHEND & BROWN INC |WOODRUFF & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 503-05240 28963.000 LFT | 9.50000 275148.50| 10.00000 289630.00| D-1 CONTRACTION JOINT | | | 0043 604-06367 598.000 LFT | 0.01000 5.98| 0.01000 5.98| JOINT MATERIAL | | | 0044 604-07901 65.000 SYS | 89.60000 5824.00| 180.00000 11700.00| CURB RAMP, CONCRETE, G | | | 0045 604-07902 12.000 SYS | 103.00000 1236.00| 210.00000 2520.00| CURB RAMP, CONCRETE, H | | | 0046 604-91531 174.000 SYS | 30.90000 5376.60| 48.00000 8352.00| SIDEWALK, CONCRETE, 4 IN | | | 0047 605-06090 4277.000 LFT | 9.20000 39348.40| 10.00000 42770.00| CURB, INTEGRAL, CONCRETE | | | 0048 605-06120 56.000 LFT | 27.10000 1517.60| 31.00000 1736.00| CURB, CONCRETE | | | 0049 605-52807 22.000 LFT | 40.90000 899.80| 42.00000 924.00| CURB AND GUTTER, COMBINED | | | 0050 610-07487 845.000 TON | 68.50000 57882.50| 73.00000 61685.00| HMA FOR APPROACHES, TYPE B | | | 0051 611-06497 5.000 EACH | 130.00000 650.00| 140.00000 700.00| MAILBOX ASSEMBLY, SINGLE | | | 0052 615-06490 49.000 EACH | 140.00000 6860.00| 150.00000 7350.00| RIGHT OF WAY MARKER | | | 0053 615-06515 9.000 EACH | 125.00000 1125.00| 134.00000 1206.00| MONUMENT, D | | | 0054 615-06527 4.000 EACH | 400.00000 1600.00| 430.00000 1720.00| MONUMENT, SECTION CORNER | | | 0055 616-02320 4813.000 SYS | 2.55000 12273.15| 1.50000 7219.50| GEOTEXTILES | | | 0056 616-06405 2751.000 TON | 40.50000 111415.50| 54.00000 148554.00| RIPRAP, REVETMENT | | | 0057 616-06451 135.000 TON | 37.55000 5069.25| 78.00000 10530.00| RIPRAP, UNIFORM | | | 0058 621-01004 4.000 EACH | 250.00000 1000.00| 268.00000 1072.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0059 621-06545 4.000 TON | 1233.00000 4932.00| 1325.00000 5300.00| FERTILIZER | | | 0060 621-06554 1350.000 LBS | 3.54000 4779.00| 3.75000 5062.50| SEED MIXTURE, U | | | 0061 621-06557 1125.000 LBS | 2.65000 2981.25| 2.80000 3150.00| SEED MIXTURE, T | | | 0062 621-06565 18.000 TON | 431.00000 7758.00| 463.00000 8334.00| MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -14 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1058916 |( ) |PHEND & BROWN INC |WOODRUFF & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 621-06567 177.000 kGAL | 0.50000 88.50| 0.55000 97.35| WATER | | | 0064 621-06570 1323.000 CYS | 17.00000 22491.00| 30.00000 39690.00| TOPSOIL | | | 0065 621-06575 11901.000 SYS | 3.30000 39273.30| 4.75000 56529.75| SODDING, NURSERY | | | 0066 628-08520 4.000 EACH | 300.00000 1200.00| 268.00000 1072.00| CELLULAR TELEPHONE/RADIO | | | 0067 628-08521 80.000 MOS | 50.00000 4000.00| 75.00000 6000.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0068 628-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0069 628-09403 20.000 MOS | 1900.00000 38000.00| 2055.00000 41100.00| FIELD OFFICE, C | | | 0070 628-09407 40.000 MOS | 350.00000 14000.00| 215.00000 8600.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0071 715-05019 135.000 LFT | 110.00000 14850.00| 67.00000 9045.00| PIPE, TYPE 1 CIRCULAR 36 IN | | | 0072 715-05048 11560.000 LFT | 2.80000 32368.00| 9.00000 104040.00| PIPE, TYPE 4 CIRCULAR 6 IN | | | 0073 715-05053 898.000 LFT | 12.50000 11225.00| 23.00000 20654.00| PIPE, UNDERDRAIN, OUTLET 6 IN | | | 0074 715-05149 1504.000 LFT | 20.00000 30080.00| 32.00000 48128.00| PIPE, TYPE 2 CIRCULAR 12 IN | | | 0075 715-05151 268.000 LFT | 22.00000 5896.00| 34.00000 9112.00| PIPE, TYPE 2 CIRCULAR 15 IN | | | 0076 715-05152 2669.000 LFT | 47.00000 125443.00| 43.00000 114767.00| PIPE, TYPE 2 CIRCULAR 18 IN | | | 0077 715-05154 698.000 LFT | 49.00000 34202.00| 54.00000 37692.00| PIPE, TYPE 2 CIRCULAR 24 IN | | | 0078 715-05161 137.000 LFT | 90.60000 12412.20| 89.00000 12193.00| PIPE, TYPE 2 CIRCULAR 48 IN | | | 0079 715-05169 144.000 LFT | 90.60000 13046.40| 35.00000 5040.00| PIPE, TYPE 3 CIRCULAR 15 IN | | | 0080 715-05173 117.000 LFT | 45.50000 5323.50| 55.00000 6435.00| PIPE, TYPE 3 CIRCULAR 24 IN | | | 0081 715-06004 1.000 EACH | 4400.00000 4400.00| 2225.00000 2225.00| CONCRETE ANCHOR, 48 IN | | | 0082 715-09064 5276.000 LFT | 1.25000 6595.00| 1.05000 5539.80| VIDEO INSPECTION FOR PIPE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -15 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1058916 |( ) |PHEND & BROWN INC |WOODRUFF & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 715-46000 15.000 EACH | 360.00000 5400.00| 257.00000 3855.00| PIPE END SECTION, 12 IN | | | 0084 715-46005 12.000 EACH | 400.00000 4800.00| 290.00000 3480.00| PIPE END SECTION, 15 IN | | | 0085 715-46010 1.000 EACH | 440.00000 440.00| 311.00000 311.00| PIPE END SECTION, 18 IN | | | 0086 715-46020 6.000 EACH | 500.00000 3000.00| 655.00000 3930.00| PIPE END SECTION, 24 IN | | | 0087 715-46040 2.000 EACH | 1400.00000 2800.00| 1250.00000 2500.00| PIPE END SECTION, 36 IN | | | 0088 718-06528 2.000 EACH | 525.00000 1050.00| 782.00000 1564.00| OUTLET PROTECTOR, 1 | | | 0089 718-06529 6.000 EACH | 525.00000 3150.00| 782.00000 4692.00| OUTLET PROTECTOR, 2 | | | 0090 718-06531 2.000 EACH | 525.00000 1050.00| 782.00000 1564.00| OUTLET PROTECTOR, 3 | | | 0091 718-06532 3000.000 LFT | 0.85000 2550.00| 1.05000 3150.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0092 718-52610 674.000 CYS | 34.00000 22916.00| 25.00000 16850.00| AGGREGATE FOR UNDERDRAINS | | | 0093 720-45065 1.000 EACH | 4200.00000 4200.00| 2960.00000 2960.00| INLET, N12 | | | 0094 720-45410 20.000 EACH | 3400.00000 68000.00| 2335.00000 46700.00| MANHOLE, C4 | | | 0095 720-93501 1.000 EACH | 8800.00000 8800.00| 10550.00000 10550.00| MANHOLE, L4 | | | 0096 720-98174 36.000 EACH | 3100.00000 111600.00| 2510.00000 90360.00| INLET, B15 | | | 0097 720-98555 9.000 EACH | 3100.00000 27900.00| 2510.00000 22590.00| INLET, C15 | | | 0098 720-98625 1.000 EACH | 4600.00000 4600.00| 3700.00000 3700.00| MANHOLE, C4, DROP | | | 0099 801-01504 1.000 EACH | 57.00000 57.00| 61.00000 61.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0100 801-03290 4.000 EACH | 176.00000 704.00| 189.00000 756.00| CONSTRUCTION SIGN, C | | | 0101 801-04308 4.000 EACH | 359.00000 1436.00| 386.00000 1544.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0102 801-06203 58985.000 LFT | 0.14000 8257.90| 0.15000 8847.75| TEMPORARY PAVEMENT MARKING, 4 IN | | | 0103 801-06207 45000.000 LFT | 0.85000 38250.00| 0.90000 40500.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -16 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1058916 |( ) |PHEND & BROWN INC |WOODRUFF & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0104 801-06640 28.000 EACH | 156.00000 4368.00| 168.00000 4704.00| CONSTRUCTION SIGN, A | | | 0105 801-06645 14.000 EACH | 45.00000 630.00| 48.00000 672.00| CONSTRUCTION SIGN, B | | | 0106 801-06735 15.000 EACH | 27.00000 405.00| 29.00000 435.00| TUBULAR MARKER, PERMANENT | | | 0107 801-06775 LUMP | 207600.00000 207600.00| 36800.00000 36800.00| MAINTAINING TRAFFIC | | | 0108 801-07119 420.000 LFT | 12.05000 5061.00| 13.00000 5460.00| BARRICADE, III-B | | | 0109 801-07120 36.000 LFT | 43.75000 1575.00| 47.00000 1692.00| BARRICADE, III, PERMANENT | | | 0110 801-07612 397.000 LFT | 2.49000 988.53| 2.60000 1032.20| TEMPORARY PAVEMENT MARKING, 24 IN | | | 0111 801-94295 36.000 EACH | 125.00000 4500.00| 134.00000 4824.00| SIGNAL HEAD, RELOCATE | | | 0112 802-04893 2.000 EACH | 145.00000 290.00| 156.00000 312.00| REFERENCE POST | | | 0113 802-05701 599.000 LFT | 13.00000 7787.00| 14.00000 8386.00| SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0114 802-05702 70.000 LFT | 13.40000 938.00| 14.00000 980.00| SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0115 802-07058 5.000 EACH | 185.00000 925.00| 199.00000 995.00| SIGN, SHEET ASSEMBLY, RELOCATE | | | 0116 802-07060 3.000 EACH | 150.00000 450.00| 161.00000 483.00| SIGN, SHEET, RELOCATE | | | 0117 802-09838 244.000 SFT | 14.12000 3445.28| 15.00000 3660.00| SIGN, SHEET, WITH LEGEND 0.080" | | | 0118 802-09840 229.000 SFT | 14.92000 3416.68| 16.00000 3664.00| SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0119 802-09842 50.000 SFT | 18.00000 900.00| 19.00000 950.00| SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0120 805-01300 1.000 EACH | 1890.00000 1890.00| 2030.00000 2030.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0121 805-01815 2.000 EACH | 2100.00000 4200.00| 2255.00000 4510.00| SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0122 805-01842 5.000 EACH | 720.00000 3600.00| 773.00000 3865.00| HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -17 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1058916 |( ) |PHEND & BROWN INC |WOODRUFF & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0123 805-01893 LUMP | 1000.00000 1000.00| 1075.00000 1075.00| MAINTAINING TRAFFIC SIGNAL | | | 0124 805-02087 LUMP | 400.00000 400.00| 430.00000 430.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0125 805-02152 2.000 EACH | 640.00000 1280.00| 687.00000 1374.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 18 IN | | | 0127 805-02645 1.000 EACH | 580.00000 580.00| 623.00000 623.00| SIGNAL PEDESTAL FOUNDATION, A | | | 0128 805-78100 1.000 EACH | 9800.00000 9800.00| 10500.00000 10500.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0129 805-78205 6.000 EACH | 620.00000 3720.00| 666.00000 3996.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0130 805-78245 3.000 EACH | 2350.00000 7050.00| 2525.00000 7575.00| TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN RED, AMBER, | | | GREEN | | | 0131 805-78370 2.000 EACH | 145.00000 290.00| 156.00000 312.00| PEDESTRIAN PUSH BUTTON | | | 0132 805-78412 1.000 EACH | 520.00000 520.00| 558.00000 558.00| SIGNAL PEDESTAL, 9FT | | | 0133 805-78415 4.000 EACH | 1680.00000 6720.00| 1805.00000 7220.00| SPAN, CATENARY, AND TETHER | | | 0134 805-78420 4.000 EACH | 310.00000 1240.00| 333.00000 1332.00| DISCONNECT HANGER | | | 0135 805-78445 1.000 EACH | 420.00000 420.00| 451.00000 451.00| SIGNAL SERVICE | | | 0136 805-78467 50.000 LFT | 2.00000 100.00| 2.10000 105.00| SIGNAL CABLE, 3C 8GA | | | 0137 805-78470 4470.000 LFT | 0.32000 1430.40| 0.35000 1564.50| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0138 805-78480 235.000 LFT | 0.80000 188.00| 0.85000 199.75| SIGNAL CABLE, 3C 14GA | | | 0139 805-78485 800.000 LFT | 0.90000 720.00| 0.95000 760.00| SIGNAL CABLE, 5C 14GA | | | 0140 805-78490 570.000 LFT | 1.45000 826.50| 1.50000 855.00| SIGNAL CABLE, 7C 14GA | | | 0141 805-78510 2405.000 LFT | 1.00000 2405.00| 1.05000 2525.25| SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -18 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1058916 |( ) |PHEND & BROWN INC |WOODRUFF & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0142 805-78785 9.000 EACH | 490.00000 4410.00| 526.00000 4734.00| SIGNAL DETECTOR HOUSING | | | 0143 805-78795 1660.000 LFT | 8.60000 14276.00| 9.00000 14940.00| SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0144 805-78925 1.000 EACH | 720.00000 720.00| 773.00000 773.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0145 805-81032 2.000 EACH | 4200.00000 8400.00| 4510.00000 9020.00| SIGNAL STRAIN POLE, STEEL, 30 FT | | | 0146 805-92504 5.000 EACH | 250.00000 1250.00| 268.00000 1340.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0147 805-99327 1.000 EACH | 100.00000 100.00| 107.00000 107.00| CONDUIT, SPLICE | | | 0148 807-02191 2.000 EACH | 710.00000 1420.00| 762.00000 1524.00| HANDHOLE, LIGHTING | | | 0149 807-02193 2.000 EACH | 720.00000 1440.00| 773.00000 1546.00| LIGHT STANDARD FOUNDATION, 3FT DIAMETER | | | X 8FT | | | 0150 807-02603 2.000 EACH | 410.00000 820.00| 440.00000 880.00| LIGHT STANDARD, RELOCATE | | | 0151 807-06592 1085.000 LFT | 12.00000 13020.00| 13.00000 14105.00| CONDUIT, STEEL, GALVANIZED, 2 IN | | | 0152 807-07580 100.000 LFT | 10.00000 1000.00| 11.00000 1100.00| WIRE, NO 4 COPPER, IN PLASTIC DUCT, IN | | | TRENCH 4 1/C | | | 0153 808-03002 2263.000 LFT | 0.30000 678.90| 0.32000 724.16| LINE, EPOXY, BROKEN, WHITE, 4 IN | | | 0154 808-03631 15031.000 LFT | 0.30000 4509.30| 0.32000 4809.92| LINE, EPOXY, SOLID, WHITE, 4 IN | | | 0155 808-03632 14612.000 LFT | 0.30000 4383.60| 0.32000 4675.84| LINE, EPOXY, SOLID, YELLOW, 4 IN | | | 0156 808-04896 2350.000 LFT | 0.30000 705.00| 0.32000 752.00| LINE, EPOXY, BROKEN, YELLOW, 4 IN | | | 0157 808-05534 98.000 LFT | 0.60000 58.80| 0.65000 63.70| LINE, EPOXY, SOLID, WHITE, 8 IN | | | 0158 808-05535 50.000 LFT | 7.55000 377.50| 8.00000 400.00| TRANSVERSE MARKINGS EPOXY SOLID WHITE, | | | CROSSHATCH LINE 24" | | | 0159 808-05866 55.000 SYS | 18.00000 990.00| 19.00000 1045.00| PAVEMENT MESSAGE MARKING, REMOVE | | | 0160 808-06194 880.000 LFT | 0.85000 748.00| 0.90000 792.00| LINE, EPOXY, SOLID, WHITE, 12 IN | | | 0161 808-06368 800.000 LFT | 2.51000 2008.00| 2.60000 2080.00| TRANSVERSE MARKING, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 131 -19 TABULATION OF BIDS CALL ORDER : 131 CONTRACT ID : IR-30695-A COUNTIES : LAPORTE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1058916 |( ) |PHEND & BROWN INC |WOODRUFF & SONS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0162 808-06703 153.000 LFT | 0.35000 53.55| 0.40000 61.20| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0163 808-06716 90000.000 LFT | 0.25000 22500.00| 0.26000 23400.00| LINE, REMOVE | | | 0164 808-74805 310.000 LFT | 7.55000 2340.50| 8.00000 2480.00| TRANSVERSE MARKING EPOXY, STOP LINE, 24 | | | 0165 808-74807 36.000 EACH | 75.00000 2700.00| 81.00000 2916.00| PAVEMENT MESSAGE MARKING, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0166 808-74808 31.000 EACH | 97.00000 3007.00| 104.00000 3224.00| PAVEMENT MESSAGE MARKING, EPOXY, (ONLY) | | | 0167 808-75245 534.000 LFT | 0.35000 186.90| 0.40000 213.60| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 I | | | 0168 808-75996 190.000 EACH | 5.65000 1073.50| 5.00000 950.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0169 808-75998 331.000 EACH | 20.50000 6785.50| 22.00000 7282.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0170 808-94455 355.000 LFT | 2.00000 710.00| 2.10000 745.50| TRANSVERSE MARKING, EPOXY, CROSSWALK | | | LINE, 6" | | | 0171 720-97008 6.000 EACH | 3000.00000 18000.00| 2990.00000 17940.00| FIRE HYDRANT ASSEMBLY, RELOCATE | | | 0172 715-03795 110.000 LFT | 55.40000 6094.00| 19.00000 2090.00| PIPE DUCTILE IRON 6" | | | 0173 715-07556 LUMP | 7000.00000 7000.00| 29450.00000 29450.00| FORCE MAIN . | | | SECTION TOTALS | $ 5,827,028.42| $ 5,899,944.25| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,827,028.42| $ 5,899,944.25| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -1 VENDOR RANKING CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : NEW ROAD AND BRIDGE CONSTRUCTION COMPLETION DATE : 09/28/12 LOCATION : ON SR 25 FROM 1.42 MILE EAST OF TIPP/CARROLL CO LINE TO PROJECT(S) : 0715016 0.15 MILE EAST OF US 421 0500632 0710574 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 17,033,258.24 100.0000% 2 35-1875662 CRIDER & CRIDER INC $ 17,730,676.35 104.0944% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 18,712,673.36 109.8596% 4 38-2051611 HOFFMAN BROTHERS INC $ 18,971,977.09 111.3820% 5 35-0997978 PHEND & BROWN INC $ 20,364,854.80 119.5594% 36-2231526 WALSH CONSTRUCTION COMPANY IRREGULAR 36-3543170 T J LAMBRECHT CONSTRUCTION IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -2 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION HMA | | | 0001 203-02055 799980.000 CYS | 4.50000 3599910.00| 4.74000 3791905.20| 4.75000 3799905.00 EMBANKMENT | | | 0002 207-08263 113323.000 SYS | 4.00000 453292.00| 5.95000 674271.85| 4.19000 474823.37 SUBGRADE TREATMENT, TYPE IA | | | 0003 207-08265 24885.000 SYS | 3.55000 88341.75| 3.75000 93318.75| 3.76000 93567.60 SUBGRADE TREATMENT, TYPE IIA | | | 0004 207-08267 952.000 SYS | 2.30000 2189.60| 7.00000 6664.00| 2.30000 2189.60 SUBGRADE TREATMENT, TYPE IIIA | | | 0005 301-07448 11697.000 TON | 15.00000 175455.00| 12.00000 140364.00| 15.34000 179431.98 COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 303-01180 14059.000 TON | 16.00000 224944.00| 11.50000 161678.50| 13.56000 190640.04 COMPACTED AGGREGATE, NO. 53 | | | 0007 401-06264 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 5800.00000 5800.00 PROFILOGRAPH, HMA | | | 0008 401-07320 1553.000 TON | 63.00000 97839.00| 59.60000 92558.80| 68.82000 106877.46 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0009 401-07328 8972.000 TON | 65.00000 583180.00| 62.25000 558507.00| 67.32000 603995.04 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0010 401-07398 15166.000 TON | 47.00000 712802.00| 41.50000 629389.00| 53.65000 813655.90 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0011 401-07406 4658.000 TON | 46.50000 216597.00| 43.40000 202157.20| 51.48000 239793.84 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0012 401-07424 36116.000 TON | 45.00000 1625220.00| 44.00000 1589104.00| 49.83000 1799660.28 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0013 401-07429 15374.000 TON | 47.00000 722578.00| 52.00000 799448.00| 52.57000 808211.18 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0014 406-05520 98.000 TON | 350.00000 34300.00| 600.00000 58800.00| 500.00000 49000.00 ASPHALT FOR TACK COAT | | | 0015 606-07484 40817.000 LFT | 0.21000 8571.57| 0.20000 8163.40| 0.34000 13877.78 MILLED HMA SHOULDER CORRUGATIONS | | | 0016 615-06505 19.000 EACH | 600.00000 11400.00| 580.00000 11020.00| 600.00000 11400.00 MONUMENT, B | | | 0017 718-99153 51172.000 SYS | 0.80000 40937.60| 1.00000 51172.00| 0.80000 40937.60 GEOTEXTILES FOR UNDERDRAIN | | | SECTION TOTALS | $ 8,602,557.52| $ 8,878,521.70| $ 9,233,766.67 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMMON ITEMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -3 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 105-06845 LUMP | 200000.00000 200000.00| 628573.32000 628573.32| 85000.00000 85000.00 CONSTRUCTION ENGINEERING | | | 0038 105-06845 LUMP | 20000.00000 20000.00| 25000.00000 25000.00| 18809.00000 18809.00 CONSTRUCTION ENGINEERING , GPS ROVER | | | 0039 110-01001 LUMP | 171000.00000 171000.00| 1329125.03000 1329125.03| 935978.00000 935978.00 MOBILIZATION AND DEMOBILIZATION | | | 0040 113-01614 LUMP | 13800.00000 13800.00| 15000.00000 15000.00| 15000.00000 15000.00 PARTNERING OVERHEAD | | | 0041 201-52370 LUMP | 100000.00000 100000.00| 398737.51000 398737.51| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0042 202-01261 2.000 EACH | 192.00000 384.00| 1500.00000 3000.00| 200.00000 400.00 TESTING FOR ASBESTOS, TYPE | | | 0043 202-02271 3.000 EACH | 552.00000 1656.00| 250.00000 750.00| 575.00000 1725.00 HEADWALL, REMOVE | | | 0044 202-03000 LUMP | 42000.00000 42000.00| 10000.00000 10000.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , PARCEL NO 13 | | | 0045 202-03135 35.000 SFT | 81.60000 2856.00| 50.00000 1750.00| 85.00000 2975.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0046 202-51330 LUMP | 10000.00000 10000.00| 5000.00000 5000.00| 215000.00000 215000.00 PRESENT STRUCTURE, REMOVE | | | 0047 202-96133 447.000 LFT | 15.50000 6928.50| 10.00000 4470.00| 16.00000 7152.00 PIPE, REMOVE | | | 0048 202-99187 2869.000 LFT | 1.85000 5307.65| 1.35000 3873.15| 1.85000 5307.65 FENCE, FARM FIELD, REMOVE | | | 0049 203-02000 7620.000 CYS | 4.85000 36957.00| 1.00000 7620.00| 5.00000 38100.00 EXCAVATION, COMMON | | | 0051 203-51223 19270.000 CYS | 6.50000 125255.00| 2.50000 48175.00| 6.50000 125255.00 EXCAVATION, WATERWAY | | | 0052 205-03371 21640.000 CYS | 3.88000 83963.20| 0.50000 10820.00| 4.00000 86560.00 SEDIMENT, REMOVE | | | 0053 205-06930 19.000 TON | 29.00000 551.00| 40.00000 760.00| 30.00000 570.00 SPLASHPAD, RIPRAP | | | 0054 205-06931 760.000 TON | 29.00000 22040.00| 15.00000 11400.00| 30.00000 22800.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0055 205-06933 19.000 EACH | 85.00000 1615.00| 85.00000 1615.00| 85.00000 1615.00 TEMPORARY DITCH INLET PROTECTION | | | 0056 205-06934 468.000 TON | 305.00000 142740.00| 305.00000 142740.00| 305.00000 142740.00 TEMPORARY MULCHING | | | 0057 205-06935 11.000 EACH | 1746.00000 19206.00| 2260.00000 24860.00| 1800.00000 19800.00 TEMPORARY SEDIMENT BASIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -4 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 205-06936 4310.000 TON | 25.00000 107750.00| 15.00000 64650.00| 26.00000 112060.00 TEMPORARY SEDIMENT TRAP | | | 0059 205-06937 16400.000 LFT | 1.46000 23944.00| 1.25000 20500.00| 1.10000 18040.00 TEMPORARY SILT FENCE | | | 0060 205-06938 762.000 LFT | 15.28000 11643.36| 7.50000 5715.00| 15.75000 12001.50 TEMPORARY SLOPE DRAIN | | | 0061 205-08517 8325.000 TON | 24.25000 201881.25| 10.00000 83250.00| 25.00000 208125.00 ROCK FILTER BERM | | | 0062 205-09543 100.000 TON | 20.37000 2037.00| 30.00000 3000.00| 21.00000 2100.00 NO 2 STONE | | | 0063 208-02046 4.000 EACH | 1746.00000 6984.00| 2500.00000 10000.00| 1800.00000 7200.00 GRADING IN GORE AREA | | | 0064 211-02050 20584.000 CYS | 14.00000 288176.00| 10.00000 205840.00| 13.00000 267592.00 B BORROW | | | 0065 211-06467 198.000 CYS | 85.00000 16830.00| 40.00000 7920.00| 38.00000 7524.00 AGGREGATE FOR END BENT BACKFILL | | | 0066 211-09264 2495.000 CYS | 30.00000 74850.00| 15.00000 37425.00| 35.00000 87325.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0067 211-09265 2952.000 CYS | 29.00000 85608.00| 25.00000 73800.00| 30.00000 88560.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0068 211-09266 9930.000 CYS | 30.00000 297900.00| 25.00000 248250.00| 30.00000 297900.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0069 211-09268 286.000 CYS | 67.00000 19162.00| 63.36000 18120.96| 70.00000 20020.00 STRUCTURAL BACKFILL, TYPE 5 | | | 0070 302-07455 212.000 CYS | 90.00000 19080.00| 45.00000 9540.00| 50.00000 10600.00 DENSE GRADED SUBBASE | | | 0071 303-07449 352.000 TON | 20.00000 7040.00| 15.00000 5280.00| 19.67000 6923.84 COMPACTED AGGREGATE, NO. 73 | | | 0072 306-08034 6935.000 SYS | 1.84000 12760.40| 0.50000 3467.50| 1.58000 10957.30 MILLING, ASPHALT, 1 1/2 IN | | | 0073 402-07432 747.000 TON | 65.00000 48555.00| 59.00000 44073.00| 73.38000 54814.86 HMA SURFACE, TYPE A | | | 0074 402-07433 654.000 TON | 65.00000 42510.00| 59.80000 39109.20| 74.14000 48487.56 HMA SURFACE, TYPE B | | | 0075 402-07434 869.000 TON | 66.00000 57354.00| 62.00000 53878.00| 70.03000 60856.07 HMA SURFACE, TYPE C | | | 0076 402-07435 1469.000 TON | 50.00000 73450.00| 41.00000 60229.00| 57.37000 84276.53 HMA INTERMEDIATE, TYPE A | | | 0077 402-07438 1090.000 TON | 50.00000 54500.00| 47.50000 51775.00| 61.36000 66882.40 HMA INTERMEDIATE, TYPE B | | | 0078 402-07439 1448.000 TON | 51.00000 73848.00| 41.00000 59368.00| 56.47000 81768.56 HMA INTERMEDIATE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -5 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 402-07442 1383.000 TON | 53.00000 73299.00| 41.00000 56703.00| 56.53000 78180.99 HMA BASE, TYPE C | | | 0080 402-07452 1015.000 TON | 63.00000 63945.00| 48.50000 49227.50| 56.46000 57306.90 HMA WEDGE AND LEVEL, TYPE C | | | 0082 601-01522 12.000 EACH | 1990.00000 23880.00| 2000.00000 24000.00| 1990.00000 23880.00 GUARDRAIL, TRANSITION TYPE TGB | | | 0083 601-01839 1.000 EACH | 1750.00000 1750.00| 1900.00000 1900.00| 1750.00000 1750.00 GUARDRAIL, TERMINAL SYSTEM, W-BEAM, | | | CURVED, 6 | | | 0084 601-02241 293.000 LFT | 10.00000 2930.00| 5.00000 1465.00| 10.00000 2930.00 GUARDRAIL, REMOVE | | | 0085 601-06854 2.000 EACH | 2650.00000 5300.00| 2500.00000 5000.00| 2650.00000 5300.00 GUARDRAIL, W-BEAM, NESTED | | | 0086 601-06855 2.000 EACH | 880.00000 1760.00| 700.00000 1400.00| 880.00000 1760.00 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | | 0087 601-94689 7.000 EACH | 2400.00000 16800.00| 2600.00000 18200.00| 2400.00000 16800.00 GUARDRAIL END TREATMENT, OS | | | 0088 601-94690 4.000 EACH | 3735.00000 14940.00| 3800.00000 15200.00| 3735.00000 14940.00 GUARDRAIL END TREATMENT, MS | | | 0089 601-99105 1594.000 LFT | 17.65000 28134.10| 22.00000 35068.00| 17.65000 28134.10 GUARDRAIL, W-BEAM, 6 FT 3 IN SPACING | | | 0090 601-99108 1050.000 LFT | 23.75000 24937.50| 27.00000 28350.00| 23.75000 24937.50 GUARDRAIL, W-BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0091 602-06729 28.000 EACH | 12.00000 336.00| 125.00000 3500.00| 14.00000 392.00 BARRIER DELINEATOR | | | 0092 603-06040 24831.000 LFT | 5.50000 136570.50| 5.10000 126638.10| 5.50000 136570.50 FENCE, FARM FIELD, 47 IN | | | 0093 607-06335 229.000 LFT | 65.00000 14885.00| 35.00000 8015.00| 28.00000 6412.00 PAVED SIDE DITCH, A | | | 0094 609-06259 1272.800 SYS | 90.00000 114552.00| 65.00000 82732.00| 75.00000 95460.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0095 610-07486 336.000 TON | 77.00000 25872.00| 75.00000 25200.00| 92.12000 30952.32 HMA FOR APPROACHES, TYPE A | | | 0096 610-07487 1496.000 TON | 89.00000 133144.00| 60.00000 89760.00| 73.09000 109342.64 HMA FOR APPROACHES, TYPE B | | | 0097 610-09108 129.000 SYS | 63.00000 8127.00| 58.00000 7482.00| 60.22000 7768.38 PCCP FOR APPROACHES, 9 IN | | | 0098 611-06497 4.000 EACH | 200.00000 800.00| 140.00000 560.00| 200.00000 800.00 MAILBOX ASSEMBLY, SINGLE | | | 0099 615-06490 38.000 EACH | 132.00000 5016.00| 130.00000 4940.00| 132.00000 5016.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -6 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 615-06510 12.000 EACH | 440.00000 5280.00| 290.00000 3480.00| 440.00000 5280.00 MONUMENT, C | | | 0101 615-06530 8.000 EACH | 610.00000 4880.00| 610.00000 4880.00| 610.00000 4880.00 BENCH MARK POST | | | 0102 616-02320 13357.000 SYS | 0.97000 12956.29| 1.50000 20035.50| 1.00000 13357.00 GEOTEXTILES | | | 0103 616-05688 3628.000 TON | 53.00000 192284.00| 34.43000 124912.04| 55.00000 199540.00 RIPRAP, CLASS 1 | | | 0104 616-05689 345.000 TON | 53.00000 18285.00| 38.29000 13210.05| 55.00000 18975.00 RIPRAP, CLASS 2 | | | 0105 616-06405 5068.000 TON | 25.00000 126700.00| 17.65000 89450.20| 26.00000 131768.00 RIPRAP, REVETMENT | | | 0106 616-06451 88.000 TON | 25.00000 2200.00| 25.30000 2226.40| 26.00000 2288.00 RIPRAP, UNIFORM | | | 0107 616-07210 13550.000 LFT | 2.85000 38617.50| 1.85000 25067.50| 1.85000 25067.50 FIBER ROLL . TEMPORARY | | | 0108 621-01004 6.000 EACH | 200.00000 1200.00| 200.00000 1200.00| 200.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0109 621-01004 10.000 EACH | 200.00000 2000.00| 200.00000 2000.00| 200.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING , TEMPORARY | | | 0110 621-02770 15280.000 SYS | 1.26000 19252.80| 1.26000 19252.80| 1.26000 19252.80 EROSION CONTROL BLANKET | | | 0111 621-02770 34260.000 SYS | 1.00000 34260.00| 1.00000 34260.00| 1.00000 34260.00 EROSION CONTROL BLANKET , TEMPORARY | | | 0112 621-04258 32.000 LBS | 22.00000 704.00| 22.00000 704.00| 22.00000 704.00 SEED MIXTURE , CHANNEL STABILIZATION, | | | ZONE A | | | 0113 621-04258 97.000 LBS | 118.00000 11446.00| 118.00000 11446.00| 118.00000 11446.00 SEED MIXTURE , CHANNEL STABILIZATION, | | | ZONE B | | | 0114 621-06545 36.000 TON | 600.00000 21600.00| 600.00000 21600.00| 600.00000 21600.00 FERTILIZER | | | 0115 621-06553 14603.000 LBS | 3.05000 44539.15| 3.05000 44539.15| 3.05000 44539.15 SEED MIXTURE, R | | | 0116 621-06557 28050.000 LBS | 0.25000 7012.50| 0.25000 7012.50| 0.25000 7012.50 SEED MIXTURE, T | | | 0117 621-06565 172.000 TON | 275.00000 47300.00| 275.00000 47300.00| 275.00000 47300.00 MULCHING MATERIAL | | | 0118 621-06567 155.000 kGAL | 1.00000 155.00| 1.00000 155.00| 1.00000 155.00 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -7 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 621-06574 31694.000 SYS | 2.76000 87475.44| 2.26000 71628.44| 2.76000 87475.44 SODDING | | | 0120 621-06575 6876.000 SYS | 2.76000 18977.76| 2.26000 15539.76| 2.76000 18977.76 SODDING, NURSERY | | | 0121 622-52436 49.000 EACH | 40.00000 1960.00| 40.00000 1960.00| 40.00000 1960.00 SIGN, DO NOT MOW OR SPRAY | | | 0122 622-98200 3.000 EACH | 40.00000 120.00| 40.00000 120.00| 40.00000 120.00 SIGN, DO NOT DISTURB | | | 0123 628-08520 4.000 EACH | 80.44000 321.76| 125.00000 500.00| 106.51000 426.04 CELLULAR TELEPHONE/RADIO | | | 0124 628-08521 72.000 MOS | 107.25000 7722.00| 40.00000 2880.00| 106.51000 7668.72 CELLULAR TELEPHONE/RADIO SERVICE | | | 0125 628-09402 18.000 MOS | 2200.00000 39600.00| 2000.00000 36000.00| 2020.68000 36372.24 FIELD OFFICE, B | | | 0126 628-09407 54.000 MOS | 100.00000 5400.00| 125.00000 6750.00| 213.03000 11503.62 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , THREE EACH | | | 0127 701-06011 4.000 EACH | 2200.00000 8800.00| 1800.00000 7200.00| 350.00000 1400.00 DYNAMIC PILE LOAD TEST | | | 0128 701-09557 354.000 LFT | 50.00000 17700.00| 52.00000 18408.00| 35.00000 12390.00 TEST PILE, DYNAMIC, PRODUCTION | | | 0129 701-09559 4.000 EACH | 2200.00000 8800.00| 2000.00000 8000.00| 500.00000 2000.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0130 701-09683 48.000 EACH | 150.00000 7200.00| 105.00000 5040.00| 200.00000 9600.00 PILE SHOE, HP 12 X 74 | | | 0131 701-95780 3498.000 LFT | 65.00000 227370.00| 47.00000 164406.00| 35.00000 122430.00 PILE, STEEL H, HP 12 IN X 74 | | | 0132 703-06029 314468.000 LBS | 0.90000 283021.20| 0.82000 257863.76| 1.00000 314468.00 REINFORCING BARS, EPOXY COATED | | | 0133 704-51002 903.000 CYS | 550.00000 496650.00| 525.00000 474075.00| 650.00000 586950.00 CONCRETE, C, SUPERSTRUCTURE | | | 0134 706-05732 16.000 EACH | 1400.00000 22400.00| 1000.00000 16000.00| 1200.00000 19200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0135 706-51020 72.400 CYS | 400.00000 28960.00| 395.00000 28598.00| 650.00000 47060.00 RAILING, CONCRETE, C | | | 0136 707-05984 972.000 LFT | 200.00000 194400.00| 43.21000 42000.12| 390.00000 379080.00 STRUCTURAL MEMBER, CONCRETE I-BEAM , 45 | | | IN X 16 IN | | | 0137 709-51821 LUMP | 2500.00000 2500.00| 2400.00000 2400.00| 2580.00000 2580.00 SURFACE SEAL , STR NO 1 | | | 0138 709-51821 LUMP | 2500.00000 2500.00| 2400.00000 2400.00| 2680.00000 2680.00 SURFACE SEAL , STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -8 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0139 709-51821 LUMP | 3200.00000 3200.00| 2750.00000 2750.00| 3050.00000 3050.00 SURFACE SEAL , STR NO 3 | | | 0140 709-51821 LUMP | 3200.00000 3200.00| 2750.00000 2750.00| 3050.00000 3050.00 SURFACE SEAL , STR NO 4 | | | 0141 711-51038 LUMP | 235000.00000 235000.00| 217500.00000 217500.00| 125000.00000 125000.00 STRUCTURAL STEEL , STR NO 3 | | | 0142 711-51038 LUMP | 235000.00000 235000.00| 217500.00000 217500.00| 125000.00000 125000.00 STRUCTURAL STEEL , STR NO 4 | | | 0143 714-01633 158.000 LFT | 445.00000 70310.00| 500.00000 79000.00| 465.00000 73470.00 STRUCTURE, PRECAST, RC, BOX SECTION 9FT | | | X 5FT | | | 0144 714-06572 200.000 LFT | 1050.00000 210000.00| 950.00000 190000.00| 1125.00000 225000.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 16FT X 8FT | | | 0145 714-07112 72.000 LFT | 935.00000 67320.00| 850.00000 61200.00| 975.00000 70200.00 STRUCTURE, PRECAST, RC, BOX SECTION, | | | 16FT X 4 FT | | | 0146 714-07773 78.000 LFT | 485.00000 37830.00| 550.00000 42900.00| 500.00000 39000.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 10FT X 3FT | | | 0147 714-08514 2083.000 SFT | 100.00000 208300.00| 100.00000 208300.00| 105.00000 218715.00 WINGWALL | | | 0148 714-09726 155.000 SFT | 100.00000 15500.00| 20.00000 3100.00| 105.00000 16275.00 HEADWALL | | | 0149 714-26702 752.000 LFT | 240.00000 180480.00| 300.00000 225600.00| 250.00000 188000.00 STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | | X 3FT | | | 0150 714-26714 500.000 LFT | 435.00000 217500.00| 500.00000 250000.00| 750.00000 375000.00 STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 8FT | | | 0151 714-26724 68.000 LFT | 675.00000 45900.00| 700.00000 47600.00| 710.00000 48280.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 12FT X 4FT | | | 0152 715-03584 1.000 EACH | 635.00000 635.00| 600.00000 600.00| 660.00000 660.00 SAFETY METAL END SECTION, 4:1 18 IN | | | 0153 715-05019 688.000 LFT | 86.00000 59168.00| 50.00000 34400.00| 90.00000 61920.00 PIPE, TYPE 1 CIRCULAR 36 IN | | | 0154 715-05048 57077.000 LFT | 2.35000 134130.95| 2.00000 114154.00| 2.55000 145546.35 PIPE, TYPE 4 CIRCULAR 6 IN | | | 0155 715-05053 8116.000 LFT | 10.00000 81160.00| 8.50000 68986.00| 10.10000 81971.60 PIPE, UNDERDRAIN, OUTLET 6 IN | | | 0156 715-05121 32.000 LFT | 43.00000 1376.00| 25.00000 800.00| 45.00000 1440.00 PIPE, TYPE 1 CIRCULAR 18 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -9 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0157 715-05127 240.000 LFT | 105.00000 25200.00| 70.00000 16800.00| 109.00000 26160.00 PIPE, TYPE 1 CIRCULAR 42 IN | | | 0158 715-05151 667.000 LFT | 37.00000 24679.00| 20.00000 13340.00| 39.00000 26013.00 PIPE, TYPE 2 CIRCULAR 15 IN | | | 0159 715-05152 1276.000 LFT | 39.00000 49764.00| 24.00000 30624.00| 41.00000 52316.00 PIPE, TYPE 2 CIRCULAR 18 IN | | | 0160 715-05169 48.000 LFT | 40.00000 1920.00| 29.00000 1392.00| 42.00000 2016.00 PIPE, TYPE 3 CIRCULAR 15 IN | | | 0161 715-05171 60.000 LFT | 43.00000 2580.00| 26.00000 1560.00| 45.00000 2700.00 PIPE, TYPE 3 CIRCULAR 18 IN | | | 0162 715-05173 66.000 LFT | 58.00000 3828.00| 33.00000 2178.00| 60.00000 3960.00 PIPE, TYPE 3 CIRCULAR 24 IN | | | 0163 715-05177 92.000 LFT | 94.00000 8648.00| 42.00000 3864.00| 97.00000 8924.00 PIPE, TYPE 3 CIRCULAR 36 IN | | | 0164 715-05252 749.000 LFT | 240.00000 179760.00| 200.00000 149800.00| 254.00000 190246.00 PIPE, TYPE 1 DEFORMED MIN AREA 20.5 SF | | | 0165 715-05407 331.000 LFT | 18.00000 5958.00| 25.00000 8275.00| 7.00000 2317.00 PIPE, END BENT DRAIN, 6 IN | | | 0166 715-05842 2.000 EACH | 1650.00000 3300.00| 1150.00000 2300.00| 1750.00000 3500.00 CONCRETE ANCHOR 42 IN | | | 0167 715-08303 6.000 EACH | 2600.00000 15600.00| 1200.00000 7200.00| 2700.00000 16200.00 CONCRETE ANCHOR, MIN AREA 20.5 SF | | | 0168 715-09064 1943.000 LFT | 1.00000 1943.00| 1.25000 2428.75| 1.00000 1943.00 VIDEO INSPECTION FOR PIPE | | | 0169 715-46005 8.000 EACH | 580.00000 4640.00| 300.00000 2400.00| 600.00000 4800.00 PIPE END SECTION, 15 IN | | | 0170 715-46010 16.000 EACH | 625.00000 10000.00| 350.00000 5600.00| 650.00000 10400.00 PIPE END SECTION, 18 IN | | | 0171 715-46020 4.000 EACH | 940.00000 3760.00| 425.00000 1700.00| 975.00000 3900.00 PIPE END SECTION, 24 IN | | | 0172 715-46040 14.000 EACH | 1300.00000 18200.00| 810.00000 11340.00| 1400.00000 19600.00 PIPE END SECTION, 36 IN | | | 0173 718-06528 61.000 EACH | 510.00000 31110.00| 380.00000 23180.00| 500.00000 30500.00 OUTLET PROTECTOR, 1 | | | 0174 718-06529 27.000 EACH | 500.00000 13500.00| 438.00000 11826.00| 475.00000 12825.00 OUTLET PROTECTOR, 2 | | | 0175 718-06531 3.000 EACH | 480.00000 1440.00| 438.00000 1314.00| 450.00000 1350.00 OUTLET PROTECTOR, 3 | | | 0176 718-06532 6500.000 LFT | 0.65000 4225.00| 0.85000 5525.00| 0.65000 4225.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0177 718-52610 5231.000 CYS | 27.00000 141237.00| 25.00000 130775.00| 33.00000 172623.00 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -10 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0178 720-45065 1.000 EACH | 2425.00000 2425.00| 3000.00000 3000.00| 2500.00000 2500.00 INLET, N12 | | | 0179 720-45066 10.000 EACH | 2522.00000 25220.00| 3000.00000 30000.00| 2600.00000 26000.00 INLET, N12, MODIFIED | | | 0180 720-94847 2.000 EACH | 2230.00000 4460.00| 2250.00000 4500.00| 2300.00000 4600.00 INLET, R13, MODIFIED | | | 0181 720-95310 6.000 EACH | 2037.00000 12222.00| 1900.00000 11400.00| 2100.00000 12600.00 INLET, P12A, MODIFIED | | | 0182 731-93945 12243.000 SFT | 19.00000 232617.00| 17.00000 208131.00| 18.00000 220374.00 FACE PANELS, CONCRETE | | | 0183 731-93946 12243.000 SFT | 9.00000 110187.00| 8.50000 104065.50| 5.00000 61215.00 WALL ERECTION | | | 0184 731-93947 500.000 LFT | 30.00000 15000.00| 28.00000 14000.00| 25.00000 12500.00 LEVELING PAD, CONCRETE | | | 0185 801-03290 2.000 EACH | 295.00000 590.00| 295.00000 590.00| 295.00000 590.00 CONSTRUCTION SIGN, C | | | 0186 801-04308 9.000 EACH | 355.00000 3195.00| 355.00000 3195.00| 355.00000 3195.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0187 801-06203 10144.000 LFT | 0.18000 1825.92| 0.18000 1825.92| 0.18000 1825.92 TEMPORARY PAVEMENT MARKING, 4 IN | | | 0188 801-06207 2080.000 LFT | 1.03000 2142.40| 1.03000 2142.40| 1.03000 2142.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN | | | 0189 801-06625 15.000 EACH | 95.00000 1425.00| 95.00000 1425.00| 95.00000 1425.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0190 801-06640 22.000 EACH | 250.00000 5500.00| 250.00000 5500.00| 250.00000 5500.00 CONSTRUCTION SIGN, A | | | 0191 801-06775 LUMP | 115800.00000 115800.00| 75000.00000 75000.00| 239079.16000 239079.16 MAINTAINING TRAFFIC | | | 0192 801-07118 120.000 LFT | 9.79000 1174.80| 9.79000 1174.80| 9.79000 1174.80 BARRICADE, III-A | | | 0193 801-07119 96.000 LFT | 11.45000 1099.20| 11.45000 1099.20| 11.45000 1099.20 BARRICADE, III-B | | | 0194 801-07120 624.000 LFT | 39.37000 24566.88| 39.37000 24566.88| 39.37000 24566.88 BARRICADE, III, PERMANENT | | | 0195 802-04893 4.000 EACH | 165.00000 660.00| 125.00000 500.00| 165.00000 660.00 REFERENCE POST | | | 0196 802-05701 776.000 LFT | 14.00000 10864.00| 12.00000 9312.00| 8.70000 6751.20 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0197 802-05702 612.000 LFT | 14.30000 8751.60| 11.50000 7038.00| 6.80000 4161.60 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -11 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0198 802-05703 62.000 LFT | 18.00000 1116.00| 14.00000 868.00| 11.30000 700.60 SIGN POST, SQUARE, TYPE 3, REINFORCED | | | ANCHOR BASE | | | 0199 802-07057 590.000 SFT | 18.80000 11092.00| 25.00000 14750.00| 23.75000 14012.50 SIGN, PANEL, WITH LEGEND | | | 0200 802-07059 13.000 EACH | 45.00000 585.00| 75.00000 975.00| 50.00000 650.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0201 802-07060 3.000 EACH | 185.00000 555.00| 100.00000 300.00| 165.00000 495.00 SIGN, SHEET, RELOCATE | | | 0202 802-07138 4.000 EACH | 420.00000 1680.00| 375.00000 1500.00| 300.00000 1200.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0203 802-07151 4.000 EACH | 450.00000 1800.00| 425.00000 1700.00| 300.00000 1200.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0204 802-08456 4.000 EACH | 500.00000 2000.00| 450.00000 1800.00| 300.00000 1200.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0205 802-09838 129.000 SFT | 13.60000 1754.40| 10.00000 1290.00| 16.50000 2128.50 SIGN, SHEET, WITH LEGEND 0.080" | | | 0206 802-09839 18.000 SFT | 24.00000 432.00| 11.00000 198.00| 25.15000 452.70 SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | | 0.100 IN THICKNESS | | | 0207 802-09840 757.000 SFT | 15.00000 11355.00| 11.00000 8327.00| 12.40000 9386.80 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0208 802-09842 65.000 SFT | 18.00000 1170.00| 11.00000 715.00| 15.00000 975.00 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0209 802-76095 3010.000 LBS | 6.00000 18060.00| 2.85000 8578.50| 2.75000 8277.50 STRUCTURAL STEEL, BREAKAWAY | | | 0210 808-06694 720.000 LFT | 0.26000 187.20| 0.26000 187.20| 0.26000 187.20 LINE, PAINT, SOLID, YELLOW, 8 IN | | | 0211 808-06713 6670.000 LFT | 0.13000 867.10| 0.13000 867.10| 0.13000 867.10 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0212 808-06714 5040.000 LFT | 0.13000 655.20| 0.13000 655.20| 0.13000 655.20 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0213 808-06716 6218.000 LFT | 0.27000 1678.86| 0.27000 1678.86| 0.27000 1678.86 LINE, REMOVE | | | 0214 808-06723 1.000 EACH | 50.00000 50.00| 50.00000 50.00| 50.00000 50.00 PAVEMENT MESSAGE MARKING, PAINT, LANE | | | INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -12 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0215 808-06726 17.000 LFT | 5.00000 85.00| 5.00000 85.00| 5.00000 85.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | 24" | | | 0216 808-09381 LUMP | 1400.00000 1400.00| 1400.00000 1400.00| 1400.00000 1400.00 RETRO-REFLECTIVITY TESTING | | | 0217 808-10033 37463.000 LFT | 0.31000 11613.53| 0.31000 11613.53| 0.31000 11613.53 LINE, MULTI-COMPONENT, SOLID, WHITE, 4 | | | IN | | | 0218 808-10034 31158.000 LFT | 0.31000 9658.98| 0.31000 9658.98| 0.31000 9658.98 LINE, MULTI-COMPONENT, SOLID, YELLOW, 4 | | | IN | | | 0219 808-10037 3610.000 LFT | 0.60000 2166.00| 0.60000 2166.00| 0.60000 2166.00 LINE, MULTI-COMPONENT, SOLID, WHITE, 8 | | | IN | | | 0220 808-10038 310.000 LFT | 8.37000 2594.70| 8.37000 2594.70| 8.37000 2594.70 TRANSVERSE MARKINGS MULTI-COMPONENT, | | | CROSSHATCH LINE, WHITE, 24" | | | 0221 808-10042 576.000 LFT | 4.19000 2413.44| 4.19000 2413.44| 4.19000 2413.44 TRANSVERSE MARKING MULTI-COMPONENT, | | | CROSSHATCH LINE, YELLOW, 12" | | | 0222 808-10051 110.000 LFT | 8.37000 920.70| 8.37000 920.70| 8.37000 920.70 TRANSVERSE MARKING MULTI-COMPONENT, | | | STOP LINE, 24" | | | 0223 808-10052 7.000 EACH | 141.00000 987.00| 141.00000 987.00| 141.00000 987.00 PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | | 0224 808-10054 6340.000 LFT | 0.39000 2472.60| 0.39000 2472.60| 0.39000 2472.60 LINE, MULTI-COMPONENT, BROKEN, WHITE, 5 | | | IN | | | 0225 808-10058 2342.000 LFT | 0.60000 1405.20| 0.60000 1405.20| 0.60000 1405.20 LINE, MULTI-COMPONENT, SOLID, YELLOW, 8 | | | IN | | | 0226 808-10077 17.000 EACH | 98.00000 1666.00| 98.00000 1666.00| 98.00000 1666.00 PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0227 808-75090 80.000 LFT | 2.18000 174.40| 2.18000 174.40| 2.18000 174.40 TRANSVERSE MARKING, PAINT, CROSSHATCH | | | LINE, YELLOW, 24" | | | 0228 808-75998 685.000 EACH | 19.50000 13357.50| 19.53000 13378.05| 13.92000 9535.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0241 210-07562 3851.000 LFT | 4.30000 16559.30| 3.75000 14441.25| 4.50000 17329.50 TEMPORARY , PERIMETER DIVERSION | | | 0242 715-09977 10.000 EACH | 8300.00000 83000.00| 2500.00000 25000.00| 8600.00000 86000.00 PUMP , AROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -13 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-0918397 |MILESTONE CONTRACTORS LP |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0243 210-07562 1000.000 LFT | 6.50000 6500.00| 10.00000 10000.00| 6.90000 6900.00 TEMPORARY , DIVERSION CHANNEL | | | SECTION TOTALS | $ 8,430,690.72| $ 8,852,144.65| $ 9,478,896.69 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 ADMINISTRATIVE ITEMS | | | 0229 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0230 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0231 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0232 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0233 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0234 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0235 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0236 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | 0237 628-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0238 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | SECTION TOTALS | $ 10.00| $ 10.00| $ 10.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 17,033,258.24| $ 17,730,676.35| $ 18,712,673.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -14 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-2051611 |( 5 ) 35-0997978 |( ) |HOFFMAN BROTHERS INC |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION HMA | | | 0001 203-02055 799980.000 CYS | 3.58000 2863928.40| 5.38000 4303892.40| EMBANKMENT | | | 0002 207-08263 113323.000 SYS | 3.97000 449892.31| 4.29000 486155.67| SUBGRADE TREATMENT, TYPE IA | | | 0003 207-08265 24885.000 SYS | 3.58000 89088.30| 3.78000 94065.30| SUBGRADE TREATMENT, TYPE IIA | | | 0004 207-08267 952.000 SYS | 6.35000 6045.20| 19.09000 18173.68| SUBGRADE TREATMENT, TYPE IIIA | | | 0005 301-07448 11697.000 TON | 13.00000 152061.00| 13.26000 155102.22| COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 303-01180 14059.000 TON | 13.00000 182767.00| 13.26000 186422.34| COMPACTED AGGREGATE, NO. 53 | | | 0007 401-06264 LUMP | 7035.00000 7035.00| 7175.82000 7175.82| PROFILOGRAPH, HMA | | | 0008 401-07320 1553.000 TON | 59.60000 92558.80| 60.79000 94406.87| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0009 401-07328 8972.000 TON | 62.25000 558507.00| 63.50000 569722.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0010 401-07398 15166.000 TON | 41.50000 629389.00| 42.33000 641976.78| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0011 401-07406 4658.000 TON | 43.40000 202157.20| 44.27000 206209.66| QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0012 401-07424 36116.000 TON | 44.00000 1589104.00| 44.88000 1620886.08| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0013 401-07429 15374.000 TON | 52.00000 799448.00| 53.04000 815436.96| QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0014 406-05520 98.000 TON | 800.00000 78400.00| 612.01000 59976.98| ASPHALT FOR TACK COAT | | | 0015 606-07484 40817.000 LFT | 0.07000 2857.19| 0.01000 408.17| MILLED HMA SHOULDER CORRUGATIONS | | | 0016 615-06505 19.000 EACH | 580.01000 11020.19| 612.01000 11628.19| MONUMENT, B | | | 0017 718-99153 51172.000 SYS | 0.81000 41449.32| 0.82000 41961.04| GEOTEXTILES FOR UNDERDRAIN | | | SECTION TOTALS | $ 7,755,707.91| $ 9,313,600.16| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMMON ITEMS | | | 0037 105-06845 LUMP | 126115.34000 126115.34| 135000.00000 135000.00| CONSTRUCTION ENGINEERING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -15 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-2051611 |( 5 ) 35-0997978 |( ) |HOFFMAN BROTHERS INC |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 105-06845 LUMP | 12000.00000 12000.00| 30800.00000 30800.00| CONSTRUCTION ENGINEERING , GPS ROVER | | | 0039 110-01001 LUMP | 2274092.58000 2274092.58| 1529300.00000 1529300.00| MOBILIZATION AND DEMOBILIZATION | | | 0040 113-01614 LUMP | 14464.55000 14464.55| 13800.00000 13800.00| PARTNERING OVERHEAD | | | 0041 201-52370 LUMP | 491453.12000 491453.12| 458790.00000 458790.00| CLEARING RIGHT OF WAY | | | 0042 202-01261 2.000 EACH | 200.00000 400.00| 1400.00000 2800.00| TESTING FOR ASBESTOS, TYPE | | | 0043 202-02271 3.000 EACH | 180.75000 542.25| 400.00000 1200.00| HEADWALL, REMOVE | | | 0044 202-03000 LUMP | 15000.00000 15000.00| 25000.00000 25000.00| HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , PARCEL NO 13 | | | 0045 202-03135 35.000 SFT | 85.00000 2975.00| 13.00000 455.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0046 202-51330 LUMP | 5000.00000 5000.00| 7500.00000 7500.00| PRESENT STRUCTURE, REMOVE | | | 0047 202-96133 447.000 LFT | 9.76000 4362.72| 28.00000 12516.00| PIPE, REMOVE | | | 0048 202-99187 2869.000 LFT | 1.85000 5307.65| 1.85000 5307.65| FENCE, FARM FIELD, REMOVE | | | 0049 203-02000 7620.000 CYS | 7.29000 55549.80| 2.35000 17907.00| EXCAVATION, COMMON | | | 0051 203-51223 19270.000 CYS | 7.69000 148186.30| 5.00000 96350.00| EXCAVATION, WATERWAY | | | 0052 205-03371 21640.000 CYS | 0.01000 216.40| 5.00000 108200.00| SEDIMENT, REMOVE | | | 0053 205-06930 19.000 TON | 33.43000 635.17| 52.00000 988.00| SPLASHPAD, RIPRAP | | | 0054 205-06931 760.000 TON | 31.13000 23658.80| 52.00000 39520.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0055 205-06933 19.000 EACH | 201.73000 3832.87| 85.00000 1615.00| TEMPORARY DITCH INLET PROTECTION | | | 0056 205-06934 468.000 TON | 305.00000 142740.00| 305.00000 142740.00| TEMPORARY MULCHING | | | 0057 205-06935 11.000 EACH | 212.04000 2332.44| 1050.00000 11550.00| TEMPORARY SEDIMENT BASIN | | | 0058 205-06936 4310.000 TON | 30.08000 129644.80| 52.00000 224120.00| TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -16 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-2051611 |( 5 ) 35-0997978 |( ) |HOFFMAN BROTHERS INC |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 205-06937 16400.000 LFT | 1.28000 20992.00| 2.75000 45100.00| TEMPORARY SILT FENCE | | | 0060 205-06938 762.000 LFT | 13.30000 10134.60| 10.80000 8229.60| TEMPORARY SLOPE DRAIN | | | 0061 205-08517 8325.000 TON | 33.26000 276889.50| 52.00000 432900.00| ROCK FILTER BERM | | | 0062 205-09543 100.000 TON | 18.89000 1889.00| 50.00000 5000.00| NO 2 STONE | | | 0063 208-02046 4.000 EACH | 2780.60000 11122.40| 999.43000 3997.72| GRADING IN GORE AREA | | | 0064 211-02050 20584.000 CYS | 25.74000 529832.16| 31.00000 638104.00| B BORROW | | | 0065 211-06467 198.000 CYS | 50.00000 9900.00| 40.00000 7920.00| AGGREGATE FOR END BENT BACKFILL | | | 0066 211-09264 2495.000 CYS | 22.84000 56985.80| 33.00000 82335.00| STRUCTURAL BACKFILL, TYPE 1 | | | 0067 211-09265 2952.000 CYS | 25.39000 74951.28| 27.00000 79704.00| STRUCTURAL BACKFILL, TYPE 2 | | | 0068 211-09266 9930.000 CYS | 22.00000 218460.00| 32.00000 317760.00| STRUCTURAL BACKFILL, TYPE 3 | | | 0069 211-09268 286.000 CYS | 97.04000 27753.44| 55.00000 15730.00| STRUCTURAL BACKFILL, TYPE 5 | | | 0070 302-07455 212.000 CYS | 50.00000 10600.00| 45.90000 9730.80| DENSE GRADED SUBBASE | | | 0071 303-07449 352.000 TON | 19.83000 6980.16| 12.00000 4224.00| COMPACTED AGGREGATE, NO. 73 | | | 0072 306-08034 6935.000 SYS | 1.02000 7073.70| 0.01000 69.35| MILLING, ASPHALT, 1 1/2 IN | | | 0073 402-07432 747.000 TON | 59.00000 44073.00| 59.00000 44073.00| HMA SURFACE, TYPE A | | | 0074 402-07433 654.000 TON | 59.80000 39109.20| 59.80000 39109.20| HMA SURFACE, TYPE B | | | 0075 402-07434 869.000 TON | 62.00000 53878.00| 62.00000 53878.00| HMA SURFACE, TYPE C | | | 0076 402-07435 1469.000 TON | 41.00000 60229.00| 41.00000 60229.00| HMA INTERMEDIATE, TYPE A | | | 0077 402-07438 1090.000 TON | 47.50000 51775.00| 47.50000 51775.00| HMA INTERMEDIATE, TYPE B | | | 0078 402-07439 1448.000 TON | 41.00000 59368.00| 41.00000 59368.00| HMA INTERMEDIATE, TYPE C | | | 0079 402-07442 1383.000 TON | 41.00000 56703.00| 41.00000 56703.00| HMA BASE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -17 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-2051611 |( 5 ) 35-0997978 |( ) |HOFFMAN BROTHERS INC |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 402-07452 1015.000 TON | 48.50000 49227.50| 48.50000 49227.50| HMA WEDGE AND LEVEL, TYPE C | | | 0082 601-01522 12.000 EACH | 1990.00000 23880.00| 1990.00000 23880.00| GUARDRAIL, TRANSITION TYPE TGB | | | 0083 601-01839 1.000 EACH | 1750.00000 1750.00| 1750.00000 1750.00| GUARDRAIL, TERMINAL SYSTEM, W-BEAM, | | | CURVED, 6 | | | 0084 601-02241 293.000 LFT | 10.00000 2930.00| 10.00000 2930.00| GUARDRAIL, REMOVE | | | 0085 601-06854 2.000 EACH | 2650.00000 5300.00| 2650.00000 5300.00| GUARDRAIL, W-BEAM, NESTED | | | 0086 601-06855 2.000 EACH | 880.00000 1760.00| 880.00000 1760.00| GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | | 0087 601-94689 7.000 EACH | 2400.00000 16800.00| 870.00000 6090.00| GUARDRAIL END TREATMENT, OS | | | 0088 601-94690 4.000 EACH | 3735.00000 14940.00| 3735.00000 14940.00| GUARDRAIL END TREATMENT, MS | | | 0089 601-99105 1594.000 LFT | 17.65000 28134.10| 17.65000 28134.10| GUARDRAIL, W-BEAM, 6 FT 3 IN SPACING | | | 0090 601-99108 1050.000 LFT | 23.75000 24937.50| 23.75000 24937.50| GUARDRAIL, W-BEAM, DOUBLE FACED, 6 FT 3 | | | IN SPACING | | | 0091 602-06729 28.000 EACH | 12.95000 362.60| 10.00000 280.00| BARRIER DELINEATOR | | | 0092 603-06040 24831.000 LFT | 5.10000 126638.10| 5.50000 136570.50| FENCE, FARM FIELD, 47 IN | | | 0093 607-06335 229.000 LFT | 101.39000 23218.31| 35.00000 8015.00| PAVED SIDE DITCH, A | | | 0094 609-06259 1272.800 SYS | 75.00000 95460.00| 65.00000 82732.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0095 610-07486 336.000 TON | 75.00000 25200.00| 75.00000 25200.00| HMA FOR APPROACHES, TYPE A | | | 0096 610-07487 1496.000 TON | 60.00000 89760.00| 60.00000 89760.00| HMA FOR APPROACHES, TYPE B | | | 0097 610-09108 129.000 SYS | 42.83000 5525.07| 60.00000 7740.00| PCCP FOR APPROACHES, 9 IN | | | 0098 611-06497 4.000 EACH | 140.00000 560.00| 200.00000 800.00| MAILBOX ASSEMBLY, SINGLE | | | 0099 615-06490 38.000 EACH | 130.01000 4940.38| 132.00000 5016.00| RIGHT OF WAY MARKER | | | 0100 615-06510 12.000 EACH | 220.01000 2640.12| 440.00000 5280.00| MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -18 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-2051611 |( 5 ) 35-0997978 |( ) |HOFFMAN BROTHERS INC |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 615-06530 8.000 EACH | 610.01000 4880.08| 610.00000 4880.00| BENCH MARK POST | | | 0102 616-02320 13357.000 SYS | 1.35000 18031.95| 2.00000 26714.00| GEOTEXTILES | | | 0103 616-05688 3628.000 TON | 53.11000 192683.08| 59.00000 214052.00| RIPRAP, CLASS 1 | | | 0104 616-05689 345.000 TON | 48.37000 16687.65| 64.00000 22080.00| RIPRAP, CLASS 2 | | | 0105 616-06405 5068.000 TON | 30.37000 153915.16| 35.00000 177380.00| RIPRAP, REVETMENT | | | 0106 616-06451 88.000 TON | 67.04000 5899.52| 43.00000 3784.00| RIPRAP, UNIFORM | | | 0107 616-07210 13550.000 LFT | 2.91000 39430.50| 1.85000 25067.50| FIBER ROLL . TEMPORARY | | | 0108 621-01004 6.000 EACH | 200.00000 1200.00| 200.00000 1200.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0109 621-01004 10.000 EACH | 200.00000 2000.00| 200.00000 2000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING , TEMPORARY | | | 0110 621-02770 15280.000 SYS | 1.26000 19252.80| 1.26000 19252.80| EROSION CONTROL BLANKET | | | 0111 621-02770 34260.000 SYS | 1.00000 34260.00| 1.00000 34260.00| EROSION CONTROL BLANKET , TEMPORARY | | | 0112 621-04258 32.000 LBS | 22.00000 704.00| 22.00000 704.00| SEED MIXTURE , CHANNEL STABILIZATION, | | | ZONE A | | | 0113 621-04258 97.000 LBS | 118.00000 11446.00| 118.00000 11446.00| SEED MIXTURE , CHANNEL STABILIZATION, | | | ZONE B | | | 0114 621-06545 36.000 TON | 600.00000 21600.00| 600.00000 21600.00| FERTILIZER | | | 0115 621-06553 14603.000 LBS | 3.05000 44539.15| 3.05000 44539.15| SEED MIXTURE, R | | | 0116 621-06557 28050.000 LBS | 0.25000 7012.50| 0.25000 7012.50| SEED MIXTURE, T | | | 0117 621-06565 172.000 TON | 275.00000 47300.00| 275.00000 47300.00| MULCHING MATERIAL | | | 0118 621-06567 155.000 kGAL | 1.00000 155.00| 1.00000 155.00| WATER | | | 0119 621-06574 31694.000 SYS | 2.40000 76065.60| 2.26000 71628.44| SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -19 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-2051611 |( 5 ) 35-0997978 |( ) |HOFFMAN BROTHERS INC |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 621-06575 6876.000 SYS | 3.26000 22415.76| 2.26000 15539.76| SODDING, NURSERY | | | 0121 622-52436 49.000 EACH | 40.00000 1960.00| 40.00000 1960.00| SIGN, DO NOT MOW OR SPRAY | | | 0122 622-98200 3.000 EACH | 40.00000 120.00| 40.00000 120.00| SIGN, DO NOT DISTURB | | | 0123 628-08520 4.000 EACH | 150.00000 600.00| 300.00000 1200.00| CELLULAR TELEPHONE/RADIO | | | 0124 628-08521 72.000 MOS | 60.00000 4320.00| 100.00000 7200.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0125 628-09402 18.000 MOS | 2291.71000 41250.78| 2100.00000 37800.00| FIELD OFFICE, B | | | 0126 628-09407 54.000 MOS | 0.01000 0.54| 82.00000 4428.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , THREE EACH | | | 0127 701-06011 4.000 EACH | 2500.00000 10000.00| 1800.00000 7200.00| DYNAMIC PILE LOAD TEST | | | 0128 701-09557 354.000 LFT | 100.00000 35400.00| 52.00000 18408.00| TEST PILE, DYNAMIC, PRODUCTION | | | 0129 701-09559 4.000 EACH | 2500.00000 10000.00| 2000.00000 8000.00| TEST PILE, DYNAMIC, RESTRIKE | | | 0130 701-09683 48.000 EACH | 100.00000 4800.00| 105.00000 5040.00| PILE SHOE, HP 12 X 74 | | | 0131 701-95780 3498.000 LFT | 54.00000 188892.00| 47.00000 164406.00| PILE, STEEL H, HP 12 IN X 74 | | | 0132 703-06029 314468.000 LBS | 0.88000 276731.84| 0.82000 257863.76| REINFORCING BARS, EPOXY COATED | | | 0133 704-51002 903.000 CYS | 750.00000 677250.00| 525.00000 474075.00| CONCRETE, C, SUPERSTRUCTURE | | | 0134 706-05732 16.000 EACH | 1500.00000 24000.00| 1000.00000 16000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0135 706-51020 72.400 CYS | 800.00000 57920.00| 395.00000 28598.00| RAILING, CONCRETE, C | | | 0136 707-05984 972.000 LFT | 300.00000 291600.00| 225.00000 218700.00| STRUCTURAL MEMBER, CONCRETE I-BEAM , 45 | | | IN X 16 IN | | | 0137 709-51821 LUMP | 2500.00000 2500.00| 2400.00000 2400.00| SURFACE SEAL , STR NO 1 | | | 0138 709-51821 LUMP | 2500.00000 2500.00| 2400.00000 2400.00| SURFACE SEAL , STR NO 2 | | | 0139 709-51821 LUMP | 3200.00000 3200.00| 2750.00000 2750.00| SURFACE SEAL , STR NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -20 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-2051611 |( 5 ) 35-0997978 |( ) |HOFFMAN BROTHERS INC |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 709-51821 LUMP | 3200.00000 3200.00| 2750.00000 2750.00| SURFACE SEAL , STR NO 4 | | | 0141 711-51038 LUMP | 205000.00000 205000.00| 234500.00000 234500.00| STRUCTURAL STEEL , STR NO 3 | | | 0142 711-51038 LUMP | 205000.00000 205000.00| 234500.00000 234500.00| STRUCTURAL STEEL , STR NO 4 | | | 0143 714-01633 158.000 LFT | 676.95000 106958.10| 800.00000 126400.00| STRUCTURE, PRECAST, RC, BOX SECTION 9FT | | | X 5FT | | | 0144 714-06572 200.000 LFT | 1721.04000 344208.00| 1300.00000 260000.00| STRUCTURE, PRECAST, RC, BOX SECTION | | | 16FT X 8FT | | | 0145 714-07112 72.000 LFT | 1570.87000 113102.64| 1100.00000 79200.00| STRUCTURE, PRECAST, RC, BOX SECTION, | | | 16FT X 4 FT | | | 0146 714-07773 78.000 LFT | 888.04000 69267.12| 700.00000 54600.00| STRUCTURE, PRECAST, RC, BOX SECTION | | | 10FT X 3FT | | | 0147 714-08514 2083.000 SFT | 1.01000 2103.83| 75.00000 156225.00| WINGWALL | | | 0148 714-09726 155.000 SFT | 1.01000 156.55| 414.00000 64170.00| HEADWALL | | | 0149 714-26702 752.000 LFT | 439.56000 330549.12| 550.00000 413600.00| STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | | X 3FT | | | 0150 714-26714 500.000 LFT | 523.73000 261865.00| 500.00000 250000.00| STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 8FT | | | 0151 714-26724 68.000 LFT | 1230.75000 83691.00| 2300.00000 156400.00| STRUCTURE, PRECAST, RC, BOX SECTION | | | 12FT X 4FT | | | 0152 715-03584 1.000 EACH | 1101.00000 1101.00| 900.00000 900.00| SAFETY METAL END SECTION, 4:1 18 IN | | | 0153 715-05019 688.000 LFT | 82.50000 56760.00| 60.00000 41280.00| PIPE, TYPE 1 CIRCULAR 36 IN | | | 0154 715-05048 57077.000 LFT | 2.02000 115295.54| 2.45000 139838.65| PIPE, TYPE 4 CIRCULAR 6 IN | | | 0155 715-05053 8116.000 LFT | 11.71000 95038.36| 11.00000 89276.00| PIPE, UNDERDRAIN, OUTLET 6 IN | | | 0156 715-05121 32.000 LFT | 49.46000 1582.72| 28.00000 896.00| PIPE, TYPE 1 CIRCULAR 18 IN | | | 0157 715-05127 240.000 LFT | 91.91000 22058.40| 68.00000 16320.00| PIPE, TYPE 1 CIRCULAR 42 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -21 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-2051611 |( 5 ) 35-0997978 |( ) |HOFFMAN BROTHERS INC |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0158 715-05151 667.000 LFT | 39.13000 26099.71| 28.00000 18676.00| PIPE, TYPE 2 CIRCULAR 15 IN | | | 0159 715-05152 1276.000 LFT | 39.87000 50874.12| 28.00000 35728.00| PIPE, TYPE 2 CIRCULAR 18 IN | | | 0160 715-05169 48.000 LFT | 36.51000 1752.48| 26.00000 1248.00| PIPE, TYPE 3 CIRCULAR 15 IN | | | 0161 715-05171 60.000 LFT | 35.92000 2155.20| 26.00000 1560.00| PIPE, TYPE 3 CIRCULAR 18 IN | | | 0162 715-05173 66.000 LFT | 59.76000 3944.16| 30.00000 1980.00| PIPE, TYPE 3 CIRCULAR 24 IN | | | 0163 715-05177 92.000 LFT | 87.35000 8036.20| 60.00000 5520.00| PIPE, TYPE 3 CIRCULAR 36 IN | | | 0164 715-05252 749.000 LFT | 321.15000 240541.35| 197.00000 147553.00| PIPE, TYPE 1 DEFORMED MIN AREA 20.5 SF | | | 0165 715-05407 331.000 LFT | 25.00000 8275.00| 20.00000 6620.00| PIPE, END BENT DRAIN, 6 IN | | | 0166 715-05842 2.000 EACH | 1790.45000 3580.90| 3000.00000 6000.00| CONCRETE ANCHOR 42 IN | | | 0167 715-08303 6.000 EACH | 2035.12000 12210.72| 5300.00000 31800.00| CONCRETE ANCHOR, MIN AREA 20.5 SF | | | 0168 715-09064 1943.000 LFT | 1.25000 2428.75| 1.00000 1943.00| VIDEO INSPECTION FOR PIPE | | | 0169 715-46005 8.000 EACH | 365.65000 2925.20| 320.00000 2560.00| PIPE END SECTION, 15 IN | | | 0170 715-46010 16.000 EACH | 313.36000 5013.76| 360.00000 5760.00| PIPE END SECTION, 18 IN | | | 0171 715-46020 4.000 EACH | 527.94000 2111.76| 600.00000 2400.00| PIPE END SECTION, 24 IN | | | 0172 715-46040 14.000 EACH | 1630.27000 22823.78| 1000.00000 14000.00| PIPE END SECTION, 36 IN | | | 0173 718-06528 61.000 EACH | 398.63000 24316.43| 525.00000 32025.00| OUTLET PROTECTOR, 1 | | | 0174 718-06529 27.000 EACH | 492.45000 13296.15| 510.00000 13770.00| OUTLET PROTECTOR, 2 | | | 0175 718-06531 3.000 EACH | 835.09000 2505.27| 495.00000 1485.00| OUTLET PROTECTOR, 3 | | | 0176 718-06532 6500.000 LFT | 0.85000 5525.00| 0.65000 4225.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0177 718-52610 5231.000 CYS | 31.50000 164776.50| 28.00000 146468.00| AGGREGATE FOR UNDERDRAINS | | | 0178 720-45065 1.000 EACH | 3111.27000 3111.27| 2600.00000 2600.00| INLET, N12 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -22 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-2051611 |( 5 ) 35-0997978 |( ) |HOFFMAN BROTHERS INC |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0179 720-45066 10.000 EACH | 4257.06000 42570.60| 2900.00000 29000.00| INLET, N12, MODIFIED | | | 0180 720-94847 2.000 EACH | 2692.05000 5384.10| 1600.00000 3200.00| INLET, R13, MODIFIED | | | 0181 720-95310 6.000 EACH | 2865.10000 17190.60| 2100.00000 12600.00| INLET, P12A, MODIFIED | | | 0182 731-93945 12243.000 SFT | 15.00000 183645.00| 17.00000 208131.00| FACE PANELS, CONCRETE | | | 0183 731-93946 12243.000 SFT | 8.00000 97944.00| 8.50000 104065.50| WALL ERECTION | | | 0184 731-93947 500.000 LFT | 35.67000 17835.00| 28.00000 14000.00| LEVELING PAD, CONCRETE | | | 0185 801-03290 2.000 EACH | 200.00000 400.00| 295.00000 590.00| CONSTRUCTION SIGN, C | | | 0186 801-04308 9.000 EACH | 235.00000 2115.00| 355.00000 3195.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0187 801-06203 10144.000 LFT | 0.18000 1825.92| 0.18000 1825.92| TEMPORARY PAVEMENT MARKING, 4 IN | | | 0188 801-06207 2080.000 LFT | 1.03000 2142.40| 1.03000 2142.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN | | | 0189 801-06625 15.000 EACH | 120.00000 1800.00| 95.00000 1425.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0190 801-06640 22.000 EACH | 200.00000 4400.00| 250.00000 5500.00| CONSTRUCTION SIGN, A | | | 0191 801-06775 LUMP | 62776.42000 62776.42| 17000.00000 17000.00| MAINTAINING TRAFFIC | | | 0192 801-07118 120.000 LFT | 15.00000 1800.00| 9.79000 1174.80| BARRICADE, III-A | | | 0193 801-07119 96.000 LFT | 16.00000 1536.00| 11.45000 1099.20| BARRICADE, III-B | | | 0194 801-07120 624.000 LFT | 38.00000 23712.00| 39.37000 24566.88| BARRICADE, III, PERMANENT | | | 0195 802-04893 4.000 EACH | 39.00000 156.00| 99.00000 396.00| REFERENCE POST | | | 0196 802-05701 776.000 LFT | 12.00000 9312.00| 12.00000 9312.00| SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0197 802-05702 612.000 LFT | 12.00000 7344.00| 12.00000 7344.00| SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0198 802-05703 62.000 LFT | 12.00000 744.00| 12.00000 744.00| SIGN POST, SQUARE, TYPE 3, REINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -23 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-2051611 |( 5 ) 35-0997978 |( ) |HOFFMAN BROTHERS INC |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0199 802-07057 590.000 SFT | 25.00000 14750.00| 12.00000 7080.00| SIGN, PANEL, WITH LEGEND | | | 0200 802-07059 13.000 EACH | 25.00000 325.00| 25.00000 325.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0201 802-07060 3.000 EACH | 50.00000 150.00| 50.00000 150.00| SIGN, SHEET, RELOCATE | | | 0202 802-07138 4.000 EACH | 400.00000 1600.00| 154.00000 616.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0203 802-07151 4.000 EACH | 400.00000 1600.00| 1500.00000 6000.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0204 802-08456 4.000 EACH | 400.00000 1600.00| 391.00000 1564.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0205 802-09838 129.000 SFT | 12.00000 1548.00| 12.00000 1548.00| SIGN, SHEET, WITH LEGEND 0.080" | | | 0206 802-09839 18.000 SFT | 19.00000 342.00| 19.00000 342.00| SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | | 0.100 IN THICKNESS | | | 0207 802-09840 757.000 SFT | 13.00000 9841.00| 13.00000 9841.00| SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0208 802-09842 65.000 SFT | 14.00000 910.00| 14.00000 910.00| SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0209 802-76095 3010.000 LBS | 4.00000 12040.00| 0.50000 1505.00| STRUCTURAL STEEL, BREAKAWAY | | | 0210 808-06694 720.000 LFT | 0.26000 187.20| 0.26000 187.20| LINE, PAINT, SOLID, YELLOW, 8 IN | | | 0211 808-06713 6670.000 LFT | 0.13000 867.10| 0.13000 867.10| LINE, PAINT, SOLID, WHITE, 4 IN | | | 0212 808-06714 5040.000 LFT | 0.13000 655.20| 0.13000 655.20| LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0213 808-06716 6218.000 LFT | 0.27000 1678.86| 0.27000 1678.86| LINE, REMOVE | | | 0214 808-06723 1.000 EACH | 50.00000 50.00| 50.00000 50.00| PAVEMENT MESSAGE MARKING, PAINT, LANE | | | INDICATION ARROW | | | 0215 808-06726 17.000 LFT | 5.00000 85.00| 5.00000 85.00| TRANSVERSE MARKING, PAINT, STOP LINE, | | | 24" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -24 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-2051611 |( 5 ) 35-0997978 |( ) |HOFFMAN BROTHERS INC |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0216 808-09381 LUMP | 1400.00000 1400.00| 1400.00000 1400.00| RETRO-REFLECTIVITY TESTING | | | 0217 808-10033 37463.000 LFT | 0.31000 11613.53| 0.31000 11613.53| LINE, MULTI-COMPONENT, SOLID, WHITE, 4 | | | IN | | | 0218 808-10034 31158.000 LFT | 0.31000 9658.98| 0.31000 9658.98| LINE, MULTI-COMPONENT, SOLID, YELLOW, 4 | | | IN | | | 0219 808-10037 3610.000 LFT | 0.60000 2166.00| 0.60000 2166.00| LINE, MULTI-COMPONENT, SOLID, WHITE, 8 | | | IN | | | 0220 808-10038 310.000 LFT | 8.37000 2594.70| 8.37000 2594.70| TRANSVERSE MARKINGS MULTI-COMPONENT, | | | CROSSHATCH LINE, WHITE, 24" | | | 0221 808-10042 576.000 LFT | 4.19000 2413.44| 4.19000 2413.44| TRANSVERSE MARKING MULTI-COMPONENT, | | | CROSSHATCH LINE, YELLOW, 12" | | | 0222 808-10051 110.000 LFT | 8.37000 920.70| 8.37000 920.70| TRANSVERSE MARKING MULTI-COMPONENT, | | | STOP LINE, 24" | | | 0223 808-10052 7.000 EACH | 141.00000 987.00| 141.00000 987.00| PAVEMENT MESSAGE MKG, MULTI-COMP, (ONLY | | | 0224 808-10054 6340.000 LFT | 0.38000 2409.20| 0.39000 2472.60| LINE, MULTI-COMPONENT, BROKEN, WHITE, 5 | | | IN | | | 0225 808-10058 2342.000 LFT | 0.60000 1405.20| 0.60000 1405.20| LINE, MULTI-COMPONENT, SOLID, YELLOW, 8 | | | IN | | | 0226 808-10077 17.000 EACH | 98.00000 1666.00| 98.00000 1666.00| PAVEMENT MESSAGE MARKINGS, | | | MULTI-COMPONENT, LANE INDICATION ARROW | | | 0227 808-75090 80.000 LFT | 2.18000 174.40| 2.18000 174.40| TRANSVERSE MARKING, PAINT, CROSSHATCH | | | LINE, YELLOW, 24" | | | 0228 808-75998 685.000 EACH | 13.92000 9535.20| 17.63000 12076.55| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0241 210-07562 3851.000 LFT | 2.72000 10474.72| 18.00000 69318.00| TEMPORARY , PERIMETER DIVERSION | | | 0242 715-09977 10.000 EACH | 1632.00000 16320.00| 21500.00000 215000.00| PUMP , AROUND | | | 0243 210-07562 1000.000 LFT | 2.72000 2720.00| 21.00000 21000.00| TEMPORARY , DIVERSION CHANNEL | | | SECTION TOTALS | $ 11,216,259.18| $ 11,051,244.64| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 ADMINISTRATIVE ITEMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 141 -25 TABULATION OF BIDS CALL ORDER : 141 CONTRACT ID : IR-30845-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 38-2051611 |( 5 ) 35-0997978 |( ) |HOFFMAN BROTHERS INC |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0229 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0230 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0231 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0232 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, PCCP | | | 0233 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0234 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0235 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0236 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | 0237 628-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0238 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | SECTION TOTALS | $ 10.00| $ 10.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 18,971,977.09| $ 20,364,854.80| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -1 VENDOR RANKING CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : NEW ROAD AND BRIDGE CONSTRUCTION COMPLETION DATE : 05/31/13 LOCATION : ON SR 25 FROM 0.11 MILE EAST OF CR 100W TO 0.16 MILE EAST OF PROJECT(S) : 0401299 CR 500S 0500620 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 23,940,231.84 100.0000% 2 36-2231526 WALSH CONSTRUCTION COMPANY $ 24,522,787.59 102.4334% 3 35-0997978 PHEND & BROWN INC $ 25,091,909.87 104.8106% 4 35-1875662 CRIDER & CRIDER INC $ 25,254,702.00 105.4906% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 25,493,681.61 106.4889% 6 36-3543170 T J LAMBRECHT CONSTRUCTION $ 26,323,080.13 109.9533% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -2 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0997978 |MILESTONE CONTRACTORS LP |WALSH CONSTRUCTION COMPANY |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION PROJECT | | | 0001 105-06845 LUMP | 190000.00000 190000.00| 1199235.40000 1199235.40| 135000.00000 135000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06845 LUMP | 20000.00000 20000.00| 550000.00000 550000.00| 40000.00000 40000.00 CONSTRUCTION ENGINEERING , BRIDGE STR | | | NO 25-08-8722 | | | 0003 105-06845 LUMP | 17500.00000 17500.00| 21460.00000 21460.00| 30800.00000 30800.00 CONSTRUCTION ENGINEERING , GPS ROVER | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 800000.00000 800000.00| 1226139.00000 1226139.00| 1270000.00000 1270000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 110-01001 LUMP | 200000.00000 200000.00| 400000.00000 400000.00| 124500.00000 124500.00 MOBILIZATION AND DEMOBILIZATION , | | | BRIDGE STR NO 25-08-8722 | | | 0014 113-01614 LUMP | 15000.00000 15000.00| 16200.00000 16200.00| 16200.00000 16200.00 PARTNERING OVERHEAD | | | 0015 201-52370 LUMP | 125000.00000 125000.00| 245227.00000 245227.00| 254000.00000 254000.00 CLEARING RIGHT OF WAY | | | 0016 202-01000 LUMP | 10000.00000 10000.00| 75000.00000 75000.00| 20000.00000 20000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | PARCEL 37 | | | 0017 202-01261 3.000 EACH | 1400.00000 4200.00| 1200.00000 3600.00| 1400.00000 4200.00 TESTING FOR ASBESTOS, TYPE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -3 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0997978 |MILESTONE CONTRACTORS LP |WALSH CONSTRUCTION COMPANY |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-02240 53466.000 SYS | 4.75000 253963.50| 2.26000 120833.16| 3.25000 173764.50 PAVEMENT REMOVAL | | | 0019 202-03000 LUMP | 20000.00000 20000.00| 35000.00000 35000.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 23 | | | 0020 202-03000 LUMP | 20000.00000 20000.00| 50000.00000 50000.00| 50000.00000 50000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 28 | | | 0021 202-93608 3.000 EACH | 8500.00000 25500.00| 12348.10000 37044.30| 29600.00000 88800.00 MEDIAN CROSSOVER, REMOVE | | | 0022 203-02000 1073517.000 CYS | 3.75000 4025688.75| 3.75000 4025688.75| 4.10000 4401419.70 EXCAVATION, COMMON | | | 0023 203-04523 LUMP | 12000.00000 12000.00| 7824.76000 7824.76| 4000.00000 4000.00 DEWATERING | | | 0024 204-08552 1.000 EACH | 12000.00000 12000.00| 10000.00000 10000.00| 10000.00000 10000.00 VIBRATING WIRE SETTLEMENT SYSTEM | | | 0025 204-08553 1.000 EACH | 6000.00000 6000.00| 3000.00000 3000.00| 3000.00000 3000.00 DATA LOGGING SYSTEM | | | 0026 204-08554 1.000 EACH | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 HAND HELD VW READOUT | | | 0027 205-03371 500.000 CYS | 25.00000 12500.00| 5.33000 2665.00| 7.50000 3750.00 SEDIMENT, REMOVE | | | 0028 205-06930 24.000 TON | 25.00000 600.00| 43.66000 1047.84| 50.00000 1200.00 SPLASHPAD, RIPRAP | | | 0029 205-06931 2538.000 TON | 27.00000 68526.00| 26.05000 66114.90| 50.00000 126900.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0030 205-06931 2046.000 TON | 27.00000 55242.00| 22.40000 45830.40| 50.00000 102300.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP , | | | MODIFIED | | | 0031 205-06933 20.000 EACH | 85.00000 1700.00| 85.00000 1700.00| 85.00000 1700.00 TEMPORARY DITCH INLET PROTECTION | | | 0032 205-06935 6.000 EACH | 2000.00000 12000.00| 6574.59000 39447.54| 990.00000 5940.00 TEMPORARY SEDIMENT BASIN | | | 0033 205-06936 79.000 TON | 25.00000 1975.00| 67.56000 5337.24| 45.00000 3555.00 TEMPORARY SEDIMENT TRAP | | | 0034 205-06937 7042.000 LFT | 1.10000 7746.20| 1.86000 13098.12| 1.90000 13379.80 TEMPORARY SILT FENCE | | | 0035 205-06938 456.000 LFT | 20.00000 9120.00| 10.57000 4819.92| 14.00000 6384.00 TEMPORARY SLOPE DRAIN | | | 0036 205-09543 300.000 TON | 15.00000 4500.00| 24.83000 7449.00| 35.00000 10500.00 NO 2 STONE | | | 0037 206-51225 490.000 CYS | 30.00000 14700.00| 11.86000 5811.40| 12.24000 5997.60 EXCAVATION, DRY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -4 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0997978 |MILESTONE CONTRACTORS LP |WALSH CONSTRUCTION COMPANY |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 206-51817 1199.000 SFT | 20.00000 23980.00| 22.63000 27133.37| 26.35000 31593.65 SHEET PILING, STEEL , S=17.4 CU IN | | | 0039 207-08262 274161.000 SYS | 3.50000 959563.50| 0.84000 230295.24| 4.15000 1137768.15 SUBGRADE TREATMENT, TYPE I | | | 0040 207-08264 3404.000 SYS | 3.00000 10212.00| 3.95000 13445.80| 3.75000 12765.00 SUBGRADE TREATMENT, TYPE II | | | 0041 207-08266 13689.000 SYS | 2.00000 27378.00| 0.23000 3148.47| 1.20000 16426.80 SUBGRADE TREATMENT, TYPE III | | | 0042 207-08267 10369.000 SYS | 5.00000 51845.00| 8.58000 88966.02| 6.60000 68435.40 SUBGRADE TREATMENT, TYPE IIIA | | | 0043 211-02050 63581.000 CYS | 9.00000 572229.00| 1.60000 101729.60| 15.50000 985505.50 B BORROW | | | 0044 211-09264 2310.000 CYS | 25.00000 57750.00| 20.80000 48048.00| 29.00000 66990.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0045 211-09265 623.000 CYS | 32.00000 19936.00| 24.15000 15045.45| 27.00000 16821.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0046 211-09266 13740.000 CYS | 24.00000 329760.00| 22.30000 306402.00| 31.00000 425940.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0047 215-07043 25000.000 SYS | 3.70000 92500.00| 3.36000 84000.00| 3.40000 85000.00 CHEMICAL MODIFICATION, SOILS | | | 0048 215-09385 5000.000 TON | 90.00000 450000.00| 90.00000 450000.00| 91.80000 459000.00 CHEMICAL MODIFIER, SOILS, MODIFYING WET | | | FILL SOIL, | | | 0049 301-07448 23823.000 TON | 14.00000 333522.00| 14.00000 333522.00| 14.00000 333522.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0050 302-07455 36.000 CYS | 75.00000 2700.00| 24.39000 878.04| 45.00000 1620.00 DENSE GRADED SUBBASE | | | 0051 303-01180 49682.000 TON | 14.00000 695548.00| 14.00000 695548.00| 14.00000 695548.00 COMPACTED AGGREGATE, NO. 53 | | | 0052 303-07449 142.000 TON | 20.00000 2840.00| 36.26000 5148.92| 40.00000 5680.00 COMPACTED AGGREGATE, NO. 73 | | | 0053 303-08210 150.000 TON | 30.00000 4500.00| 26.77000 4015.50| 59.00000 8850.00 COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | 0054 304-07493 158.000 TON | 160.00000 25280.00| 55.00000 8690.00| 64.00000 10112.00 WIDENING WITH HMA, TYPE B | | | 0055 306-08034 1732.000 SYS | 11.00000 19052.00| 0.01000 17.32| 0.01000 17.32 MILLING, ASPHALT, 1 1/2 IN | | | 0056 401-06264 LUMP | 14000.00000 14000.00| 19875.00000 19875.00| 19875.00000 19875.00 PROFILOGRAPH, HMA | | | 0057 401-07320 4821.000 TON | 61.00000 294081.00| 55.85000 269252.85| 55.85000 269252.85 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -5 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0997978 |MILESTONE CONTRACTORS LP |WALSH CONSTRUCTION COMPANY |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 401-07328 16038.000 TON | 69.00000 1106622.00| 59.50000 954261.00| 59.50000 954261.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0059 401-07389 1380.000 TON | 53.00000 73140.00| 47.50000 65550.00| 47.50000 65550.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0060 401-07398 26996.000 TON | 49.00000 1322804.00| 43.90000 1185124.40| 43.90000 1185124.40 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0061 401-07406 13942.000 TON | 50.00000 697100.00| 41.00000 571622.00| 41.00000 571622.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0062 401-07424 64325.000 TON | 48.00000 3087600.00| 50.00000 3216250.00| 50.00000 3216250.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0063 401-07429 27674.000 TON | 51.00000 1411374.00| 49.00000 1356026.00| 49.00000 1356026.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0064 402-07432 1371.000 TON | 78.00000 106938.00| 65.00000 89115.00| 65.00000 89115.00 HMA SURFACE, TYPE A | | | 0065 402-07433 686.000 TON | 70.00000 48020.00| 55.00000 37730.00| 55.00000 37730.00 HMA SURFACE, TYPE B | | | 0066 402-07435 1469.000 TON | 67.00000 98423.00| 48.00000 70512.00| 48.00000 70512.00 HMA INTERMEDIATE, TYPE A | | | 0067 402-07438 926.000 TON | 59.00000 54634.00| 48.00000 44448.00| 48.00000 44448.00 HMA INTERMEDIATE, TYPE B | | | 0068 402-07441 2238.000 TON | 53.00000 118614.00| 41.50000 92877.00| 41.50000 92877.00 HMA BASE, TYPE B | | | 0069 402-07453 1333.000 TON | 77.00000 102641.00| 45.65000 60851.45| 45.65000 60851.45 HMA FOR TEMPORARY PAVEMENT, TYPE | | | 0070 406-05520 222.000 TON | 590.00000 130980.00| 1.00000 222.00| 1.00000 222.00 ASPHALT FOR TACK COAT | | | 0071 601-01522 4.000 EACH | 2000.00000 8000.00| 2100.00000 8400.00| 2100.00000 8400.00 GUARDRAIL, TRANSITION TYPE TGB | | | 0072 601-06233 2.000 EACH | 8000.00000 16000.00| 7700.00000 15400.00| 7700.00000 15400.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0073 601-06854 1.000 EACH | 4500.00000 4500.00| 2600.00000 2600.00| 2600.00000 2600.00 GUARDRAIL, W-BEAM, NESTED | | | 0074 601-06855 1.000 EACH | 1000.00000 1000.00| 800.00000 800.00| 800.00000 800.00 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | | 0075 601-94689 6.000 EACH | 2500.00000 15000.00| 2700.00000 16200.00| 2700.00000 16200.00 GUARDRAIL END TREATMENT, OS | | | 0076 601-99105 575.000 LFT | 18.00000 10350.00| 24.00000 13800.00| 24.00000 13800.00 GUARDRAIL, W-BEAM, 6 FT 3 IN SPACING | | | 0077 602-06729 28.000 EACH | 20.00000 560.00| 72.00000 2016.00| 10.00000 280.00 BARRIER DELINEATOR | | | 0078 603-06040 53661.000 LFT | 5.00000 268305.00| 5.00000 268305.00| 5.00000 268305.00 FENCE, FARM FIELD, 47 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -6 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0997978 |MILESTONE CONTRACTORS LP |WALSH CONSTRUCTION COMPANY |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 606-07484 79842.000 LFT | 0.25000 19960.50| 0.01000 798.42| 0.01000 798.42 MILLED HMA SHOULDER CORRUGATIONS | | | 0080 608-09748 506875.000 LFT | 0.38000 192612.50| 0.47000 238231.25| 0.47000 238231.25 PREFABRICATED VERTICAL DRAIN | | | 0081 609-06257 220.000 SYS | 82.00000 18040.00| 67.36000 14819.20| 57.00000 12540.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0082 610-07486 134.000 TON | 97.00000 12998.00| 85.00000 11390.00| 85.00000 11390.00 HMA FOR APPROACHES, TYPE A | | | 0083 610-07487 171.000 TON | 111.00000 18981.00| 75.00000 12825.00| 75.00000 12825.00 HMA FOR APPROACHES, TYPE B | | | 0084 611-06497 4.000 EACH | 170.00000 680.00| 140.00000 560.00| 140.00000 560.00 MAILBOX ASSEMBLY, SINGLE | | | 0085 615-06490 129.000 EACH | 160.00000 20640.00| 130.00000 16770.00| 130.00000 16770.00 RIGHT OF WAY MARKER | | | 0086 615-06505 23.000 EACH | 600.00000 13800.00| 580.00000 13340.00| 580.00000 13340.00 MONUMENT, B | | | 0087 615-06510 32.000 EACH | 340.00000 10880.00| 290.00000 9280.00| 290.00000 9280.00 MONUMENT, C | | | 0088 615-06515 1.000 EACH | 100.00000 100.00| 220.00000 220.00| 220.00000 220.00 MONUMENT, D | | | 0089 615-06527 10.000 EACH | 500.00000 5000.00| 380.00000 3800.00| 380.00000 3800.00 MONUMENT, SECTION CORNER | | | 0090 616-02320 1549.000 SYS | 2.00000 3098.00| 1.49000 2308.01| 2.40000 3717.60 GEOTEXTILES | | | 0091 616-06405 833.000 TON | 25.00000 20825.00| 16.94000 14111.02| 35.00000 29155.00 RIPRAP, REVETMENT | | | 0092 621-01004 13.000 EACH | 300.00000 3900.00| 300.00000 3900.00| 300.00000 3900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0093 621-06545 58.000 TON | 800.00000 46400.00| 800.00000 46400.00| 800.00000 46400.00 FERTILIZER | | | 0094 621-06553 24480.000 LBS | 3.75000 91800.00| 4.07000 99633.60| 4.07000 99633.60 SEED MIXTURE, R | | | 0095 621-06557 22650.000 LBS | 0.50000 11325.00| 0.25000 5662.50| 0.25000 5662.50 SEED MIXTURE, T | | | 0096 621-06565 597.000 TON | 145.00000 86565.00| 145.00000 86565.00| 145.00000 86565.00 MULCHING MATERIAL | | | 0097 621-06567 198.000 kGAL | 1.00000 198.00| 1.00000 198.00| 1.00000 198.00 WATER | | | 0098 621-06574 54786.000 SYS | 2.25000 123268.50| 2.26000 123816.36| 2.26000 123816.36 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -7 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0997978 |MILESTONE CONTRACTORS LP |WALSH CONSTRUCTION COMPANY |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 621-06575 215.000 SYS | 2.25000 483.75| 2.26000 485.90| 2.26000 485.90 SODDING, NURSERY | | | 0100 628-08520 4.000 EACH | 75.00000 300.00| 150.00000 600.00| 300.00000 1200.00 CELLULAR TELEPHONE/RADIO | | | 0101 628-08521 104.000 MOS | 100.00000 10400.00| 100.00000 10400.00| 100.00000 10400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0102 628-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0103 628-09403 26.000 MOS | 1900.00000 49400.00| 2420.38000 62929.88| 2200.00000 57200.00 FIELD OFFICE, C | | | 0104 628-09407 78.000 MOS | 25.00000 1950.00| 115.38000 8999.64| 175.00000 13650.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , THREE EACH | | | 0105 701-06011 3.000 EACH | 2000.00000 6000.00| 5000.00000 15000.00| 1500.00000 4500.00 DYNAMIC PILE LOAD TEST | | | 0106 701-08253 11.000 EACH | 800.00000 8800.00| 610.75000 6718.25| 600.00000 6600.00 PILE SLEEVES | | | 0107 701-09557 290.000 LFT | 35.00000 10150.00| 21.89000 6348.10| 52.00000 15080.00 TEST PILE, DYNAMIC, PRODUCTION | | | 0108 701-09559 3.000 EACH | 2000.00000 6000.00| 3000.00000 9000.00| 2000.00000 6000.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0109 701-09683 89.000 EACH | 120.00000 10680.00| 95.60000 8508.40| 105.00000 9345.00 PILE SHOE, HP 12 X 74 | | | 0110 701-95780 5800.000 LFT | 57.00000 330600.00| 45.93000 266394.00| 49.00000 284200.00 PILE, STEEL H, HP 12 IN X 74 | | | 0111 702-51005 388.100 CYS | 610.00000 236741.00| 550.00000 213455.00| 415.00000 161061.50 CONCRETE, A, SUBSTRUCTURE | | | 0112 702-51015 253.300 CYS | 270.00000 68391.00| 475.00000 120317.50| 335.00000 84855.50 CONCRETE, B, FOOTINGS | | | 0113 703-06028 74370.000 LBS | 0.76000 56521.20| 0.68000 50571.60| 0.75000 55777.50 REINFORCING BARS | | | 0114 703-06029 158799.000 LBS | 0.82000 130215.18| 0.77000 122275.23| 0.81000 128627.19 REINFORCING BARS, EPOXY COATED | | | 0115 704-51002 620.900 CYS | 550.00000 341495.00| 800.00000 496720.00| 475.00000 294927.50 CONCRETE, C, SUPERSTRUCTURE | | | 0116 706-05732 4.000 EACH | 1200.00000 4800.00| 1245.15000 4980.60| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0117 706-09960 1010.000 LFT | 36.00000 36360.00| 38.39000 38773.90| 75.00000 75750.00 RAILING, CONCRETE, FC | | | 0118 707-05995 2006.000 LFT | 240.00000 481440.00| 400.00000 802400.00| 300.00000 601800.00 STRUCTURAL MEMBER, CONCRETE BULB-T BEAM | | | 72 IN X 60 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -8 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0997978 |MILESTONE CONTRACTORS LP |WALSH CONSTRUCTION COMPANY |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 709-51821 LUMP | 11920.00000 11920.00| 12859.20000 12859.20| 10900.00000 10900.00 SURFACE SEAL | | | 0120 714-08514 513.000 SFT | 75.00000 38475.00| 64.70000 33191.10| 100.00000 51300.00 WINGWALL | | | 0121 714-09726 40.000 SFT | 100.00000 4000.00| 1.00000 40.00| 240.00000 9600.00 HEADWALL | | | 0122 714-09756 250.000 LFT | 975.00000 243750.00| 1250.00000 312500.00| 2000.00000 500000.00 STRUCTURE PRECAST REINFORCED CONCRETE | | | BOX SECTIONS 18 FT X 8 FT | | | 0123 715-02398 2.000 EACH | 2000.00000 4000.00| 733.81000 1467.62| 3000.00000 6000.00 SAFETY METAL END SECTION, 6:1 36 IN | | | 0124 715-05019 2233.000 LFT | 75.00000 167475.00| 53.46000 119376.18| 65.00000 145145.00 PIPE, TYPE 1 CIRCULAR 36 IN | | | 0125 715-05048 109500.000 LFT | 3.00000 328500.00| 1.46000 159870.00| 2.35000 257325.00 PIPE, TYPE 4 CIRCULAR 6 IN | | | 0126 715-05052 1000.000 LFT | 28.50000 28500.00| 18.22000 18220.00| 13.00000 13000.00 PIPE, TYPE 4 CIRCULAR 12 IN | | | 0127 715-05053 15022.000 LFT | 11.00000 165242.00| 9.77000 146764.94| 11.00000 165242.00 PIPE, UNDERDRAIN, OUTLET 6 IN | | | 0128 715-05118 1000.000 LFT | 26.50000 26500.00| 18.52000 18520.00| 25.00000 25000.00 PIPE, TYPE 1 CIRCULAR 12 IN | | | 0129 715-05121 126.000 LFT | 35.00000 4410.00| 23.05000 2904.30| 33.78000 4256.28 PIPE, TYPE 1 CIRCULAR 18 IN | | | 0130 715-05123 1000.000 LFT | 45.00000 45000.00| 29.71000 29710.00| 32.00000 32000.00 PIPE, TYPE 1 CIRCULAR 24 IN | | | 0131 715-05152 2004.000 LFT | 35.00000 70140.00| 23.05000 46192.20| 30.00000 60120.00 PIPE, TYPE 2 CIRCULAR 18 IN | | | 0132 715-05169 83.000 LFT | 42.50000 3527.50| 20.46000 1698.18| 30.00000 2490.00 PIPE, TYPE 3 CIRCULAR 15 IN | | | 0133 715-05212 1000.000 LFT | 45.00000 45000.00| 29.71000 29710.00| 28.00000 28000.00 PIPE, TYPE 4 CIRCULAR 24 IN | | | 0134 715-09064 3466.000 LFT | 1.00000 3466.00| 0.50000 1733.00| 1.35000 4679.10 VIDEO INSPECTION FOR PIPE | | | 0135 715-09446 1000.000 LFT | 75.00000 75000.00| 54.59000 54590.00| 48.00000 48000.00 PIPE, TYPE 4 CIRCULAR 36 IN | | | 0136 715-46005 6.000 EACH | 400.00000 2400.00| 248.31000 1489.86| 316.00000 1896.00 PIPE END SECTION, 15 IN | | | 0137 715-46010 24.000 EACH | 700.00000 16800.00| 264.31000 6343.44| 361.00000 8664.00 PIPE END SECTION, 18 IN | | | 0138 715-46020 2.000 EACH | 1250.00000 2500.00| 223.16000 446.32| 611.00000 1222.00 PIPE END SECTION, 24 IN | | | 0139 715-46040 12.000 EACH | 1500.00000 18000.00| 1125.57000 13506.84| 1060.00000 12720.00 PIPE END SECTION, 36 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -9 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0997978 |MILESTONE CONTRACTORS LP |WALSH CONSTRUCTION COMPANY |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 718-06529 184.000 EACH | 400.00000 73600.00| 371.66000 68385.44| 515.00000 94760.00 OUTLET PROTECTOR, 2 | | | 0141 718-06532 10000.000 LFT | 1.00000 10000.00| 0.50000 5000.00| 0.80000 8000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0142 718-52610 9866.000 CYS | 29.50000 291047.00| 27.80000 274274.80| 22.00000 217052.00 AGGREGATE FOR UNDERDRAINS | | | 0143 718-99153 96728.000 SYS | 0.95000 91891.60| 0.88000 85120.64| 0.80000 77382.40 GEOTEXTILES FOR UNDERDRAIN | | | 0144 719-05443 100.000 LFT | 15.50000 1550.00| 26.83000 2683.00| 21.00000 2100.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0145 719-09447 100.000 LFT | 30.00000 3000.00| 36.27000 3627.00| 30.00000 3000.00 PIPE, DRAIN TILE TERMINAL SECTION, 24 I | | | 0146 719-09448 100.000 LFT | 60.00000 6000.00| 60.94000 6094.00| 41.00000 4100.00 PIPE, DRAIN TILE, TERMINAL SECTION, 36 | | | IN | | | 0147 720-45065 20.000 EACH | 2450.00000 49000.00| 2559.36000 51187.20| 2648.00000 52960.00 INLET, N12 | | | 0148 720-45410 10.000 EACH | 1600.00000 16000.00| 2663.21000 26632.10| 1800.00000 18000.00 MANHOLE, C4 | | | 0149 731-93945 11082.000 SFT | 15.00000 166230.00| 13.99000 155037.18| 17.00000 188394.00 FACE PANELS, CONCRETE | | | 0150 731-93946 11082.000 SFT | 7.80000 86439.60| 4.88000 54080.16| 8.50000 94197.00 WALL ERECTION | | | 0151 731-93947 423.000 LFT | 27.00000 11421.00| 10.46000 4424.58| 30.00000 12690.00 LEVELING PAD, CONCRETE | | | 0152 801-01504 4.000 EACH | 51.00000 204.00| 51.00000 204.00| 51.00000 204.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0153 801-03290 5.000 EACH | 275.00000 1375.00| 275.00000 1375.00| 275.00000 1375.00 CONSTRUCTION SIGN, C | | | 0154 801-04308 30.000 EACH | 385.00000 11550.00| 385.00000 11550.00| 385.00000 11550.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0155 801-06203 83002.000 LFT | 0.15000 12450.30| 0.14000 11620.28| 0.14000 11620.28 TEMPORARY PAVEMENT MARKING, 4 IN | | | 0156 801-06586 8236.000 LFT | 0.30000 2470.80| 0.28000 2306.08| 0.28000 2306.08 TEMPORARY PAVEMENT MARKING, 8 IN | | | 0157 801-06625 59.000 EACH | 99.00000 5841.00| 99.00000 5841.00| 99.00000 5841.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0158 801-06640 57.000 EACH | 210.00000 11970.00| 210.00000 11970.00| 210.00000 11970.00 CONSTRUCTION SIGN, A | | | 0159 801-06645 5.000 EACH | 55.00000 275.00| 55.00000 275.00| 55.00000 275.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -10 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0997978 |MILESTONE CONTRACTORS LP |WALSH CONSTRUCTION COMPANY |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0160 801-06710 720.000 DAY | 5.35000 3852.00| 5.36000 3859.20| 5.35000 3852.00 FLASHING ARROW SIGN | | | 0161 801-06775 LUMP | 200000.00000 200000.00| 300000.00000 300000.00| 212000.00000 212000.00 MAINTAINING TRAFFIC | | | 0162 801-07118 708.000 LFT | 11.00000 7788.00| 11.88000 8411.04| 11.88000 8411.04 BARRICADE, III-A | | | 0163 801-07119 108.000 LFT | 12.50000 1350.00| 12.55000 1355.40| 12.55000 1355.40 BARRICADE, III-B | | | 0164 801-07612 51.000 LFT | 2.25000 114.75| 2.25000 114.75| 2.25000 114.75 TEMPORARY PAVEMENT MARKING, 24 IN | | | 0165 801-08401 150.000 LFT | 37.00000 5550.00| 19.31000 2896.50| 30.00000 4500.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0166 801-52818 1.000 EACH | 18000.00000 18000.00| 12214.32000 12214.32| 6400.00000 6400.00 TEMPORARY CROSSOVER, A , MODIFIED | | | 0167 802-05701 806.500 LFT | 15.00000 12097.50| 13.50000 10887.75| 15.08000 12162.02 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0168 802-05702 472.600 LFT | 14.00000 6616.40| 7.50000 3544.50| 14.27000 6744.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0169 802-09838 189.750 SFT | 14.00000 2656.50| 24.00000 4554.00| 14.23000 2700.14 SIGN, SHEET, WITH LEGEND 0.080" | | | 0170 802-09840 448.390 SFT | 14.00000 6277.46| 17.00000 7622.63| 14.81000 6640.66 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0171 802-09842 33.000 SFT | 18.00000 594.00| 19.00000 627.00| 18.50000 610.50 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0172 808-05866 6.800 SYS | 12.00000 81.60| 12.00000 81.60| 12.00000 81.60 PAVEMENT MESSAGE MARKING, REMOVE | | | 0173 808-06368 51.000 LFT | 2.50000 127.50| 2.89000 147.39| 2.89000 147.39 TRANSVERSE MARKING, REMOVE | | | 0174 808-06701 15095.000 LFT | 0.40000 6038.00| 0.40000 6038.00| 0.40000 6038.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0175 808-06703 72190.000 LFT | 0.40000 28876.00| 0.40000 28876.00| 0.40000 28876.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0176 808-06716 93907.000 LFT | 0.25000 23476.75| 0.25000 23476.75| 0.25000 23476.75 LINE, REMOVE | | | 0177 808-09381 LUMP | 1500.00000 1500.00| 1558.00000 1558.00| 1558.00000 1558.00 RETRO-REFLECTIVITY TESTING | | | 0178 808-10031 68.000 LFT | 0.80000 54.40| 0.80000 54.40| 0.80000 54.40 LINE, MULTI-COMPONENT, BROKEN, WHITE, 4 | | | IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -11 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 36-2231526 |( 3 ) 35-0997978 |MILESTONE CONTRACTORS LP |WALSH CONSTRUCTION COMPANY |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0179 808-10033 1136.000 LFT | 0.80000 908.80| 0.80000 908.80| 0.80000 908.80 LINE, MULTI-COMPONENT, SOLID, WHITE, 4 | | | IN | | | 0180 808-10034 1408.000 LFT | 0.80000 1126.40| 0.80000 1126.40| 0.80000 1126.40 LINE, MULTI-COMPONENT, SOLID, YELLOW, 4 | | | IN | | | 0181 808-75245 71508.000 LFT | 0.40000 28603.20| 0.40000 28603.20| 0.40000 28603.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 I | | | 0182 808-75297 175.000 LFT | 4.00000 700.00| 4.22000 738.50| 4.22000 738.50 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN | | | 0183 808-75320 24.000 EACH | 71.00000 1704.00| 71.00000 1704.00| 71.00000 1704.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0184 808-75998 927.000 EACH | 19.50000 18076.50| 19.50000 18076.50| 19.50000 18076.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0185 205-08517 314.000 TON | 25.00000 7850.00| 35.29000 11081.06| 49.00000 15386.00 ROCK FILTER BERM | | | 0186 621-02770 14350.000 SYS | 1.00000 14350.00| 1.00000 14350.00| 1.00000 14350.00 EROSION CONTROL BLANKET | | | 0187 616-07210 102567.000 LFT | 2.10000 215390.70| 2.22000 227698.74| 2.22000 227698.74 FIBER ROLL , TEMPORARY | | | 0188 205-06934 200.000 TON | 305.00000 61000.00| 305.00000 61000.00| 305.00000 61000.00 TEMPORARY MULCHING | | | SECTION TOTALS | $ 23,940,231.84| $ 24,522,787.59| $ 25,091,909.87 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 23,940,231.84| $ 24,522,787.59| $ 25,091,909.87 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -12 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-0918397 |( 6 ) 36-3543170 |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION PROJECT | | | 0001 105-06845 LUMP | 1050514.62000 1050514.62| 104410.00000 104410.00| 250000.00000 250000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06845 LUMP | 47500.00000 47500.00| 6140.00000 6140.00| 40000.00000 40000.00 CONSTRUCTION ENGINEERING , BRIDGE STR | | | NO 25-08-8722 | | | 0003 105-06845 LUMP | 25000.00000 25000.00| 18809.00000 18809.00| 15780.00000 15780.00 CONSTRUCTION ENGINEERING , GPS ROVER | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0010 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | 0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.05000 1.05 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0012 110-01001 LUMP | 1262735.05000 1262735.05| 968835.59000 968835.59| 1230754.00000 1230754.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 110-01001 LUMP | 124500.00000 124500.00| 135000.00000 135000.00| 140191.00000 140191.00 MOBILIZATION AND DEMOBILIZATION , | | | BRIDGE STR NO 25-08-8722 | | | 0014 113-01614 LUMP | 15000.00000 15000.00| 16200.00000 16200.00| 14166.00000 14166.00 PARTNERING OVERHEAD | | | 0015 201-52370 LUMP | 252547.01000 252547.01| 150000.00000 150000.00| 396826.20000 396826.20 CLEARING RIGHT OF WAY | | | 0016 202-01000 LUMP | 7500.00000 7500.00| 6000.00000 6000.00| 21040.00000 21040.00 STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | PARCEL 37 | | | 0017 202-01261 3.000 EACH | 1150.00000 3450.00| 480.00000 1440.00| 504.96000 1514.88 TESTING FOR ASBESTOS, TYPE | | | 0018 202-02240 53466.000 SYS | 2.75000 147031.50| 5.50000 294063.00| 2.50000 133665.00 PAVEMENT REMOVAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -13 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-0918397 |( 6 ) 36-3543170 |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-03000 LUMP | 25000.00000 25000.00| 15000.00000 15000.00| 15780.00000 15780.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 23 | | | 0020 202-03000 LUMP | 35000.00000 35000.00| 14100.00000 14100.00| 15780.00000 15780.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 28 | | | 0021 202-93608 3.000 EACH | 5000.00000 15000.00| 6500.00000 19500.00| 13383.73000 40151.19 MEDIAN CROSSOVER, REMOVE | | | 0022 203-02000 1073517.000 CYS | 5.75000 6172722.75| 3.97000 4261862.49| 4.90000 5260233.30 EXCAVATION, COMMON | | | 0023 203-04523 LUMP | 4000.00000 4000.00| 100000.00000 100000.00| 1.05000 1.05 DEWATERING | | | 0024 204-08552 1.000 EACH | 3500.00000 3500.00| 10000.00000 10000.00| 10520.00000 10520.00 VIBRATING WIRE SETTLEMENT SYSTEM | | | 0025 204-08553 1.000 EACH | 0.01000 0.01| 3000.00000 3000.00| 3330.77000 3330.77 DATA LOGGING SYSTEM | | | 0026 204-08554 1.000 EACH | 0.01000 0.01| 2000.00000 2000.00| 2104.00000 2104.00 HAND HELD VW READOUT | | | 0027 205-03371 500.000 CYS | 25.00000 12500.00| 22.00000 11000.00| 13.66000 6830.00 SEDIMENT, REMOVE | | | 0028 205-06930 24.000 TON | 40.00000 960.00| 28.00000 672.00| 120.85000 2900.40 SPLASHPAD, RIPRAP | | | 0029 205-06931 2538.000 TON | 20.00000 50760.00| 26.00000 65988.00| 42.06000 106748.28 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0030 205-06931 2046.000 TON | 21.00000 42966.00| 26.00000 53196.00| 42.05000 86034.30 TEMPORARY CHECK DAM, REVETMENT RIPRAP , | | | MODIFIED | | | 0031 205-06933 20.000 EACH | 85.00000 1700.00| 85.00000 1700.00| 89.42000 1788.40 TEMPORARY DITCH INLET PROTECTION | | | 0032 205-06935 6.000 EACH | 3400.00000 20400.00| 1650.00000 9900.00| 3609.65000 21657.90 TEMPORARY SEDIMENT BASIN | | | 0033 205-06936 79.000 TON | 40.00000 3160.00| 28.00000 2212.00| 52.69000 4162.51 TEMPORARY SEDIMENT TRAP | | | 0034 205-06937 7042.000 LFT | 1.25000 8802.50| 1.10000 7746.20| 1.16000 8168.72 TEMPORARY SILT FENCE | | | 0035 205-06938 456.000 LFT | 9.00000 4104.00| 15.00000 6840.00| 17.11000 7802.16 TEMPORARY SLOPE DRAIN | | | 0036 205-09543 300.000 TON | 20.00000 6000.00| 19.00000 5700.00| 18.84000 5652.00 NO 2 STONE | | | 0037 206-51225 490.000 CYS | 12.00000 5880.00| 17.00000 8330.00| 31.80000 15582.00 EXCAVATION, DRY | | | 0038 206-51817 1199.000 SFT | 26.35000 31593.65| 35.00000 41965.00| 31.80000 38128.20 SHEET PILING, STEEL , S=17.4 CU IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -14 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-0918397 |( 6 ) 36-3543170 |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 207-08262 274161.000 SYS | 1.50000 411241.50| 3.85000 1055519.85| 2.10000 575738.10 SUBGRADE TREATMENT, TYPE I | | | 0040 207-08264 3404.000 SYS | 1.25000 4255.00| 5.15000 17530.60| 2.50000 8510.00 SUBGRADE TREATMENT, TYPE II | | | 0041 207-08266 13689.000 SYS | 1.00000 13689.00| 1.10000 15057.90| 1.00000 13689.00 SUBGRADE TREATMENT, TYPE III | | | 0042 207-08267 10369.000 SYS | 8.00000 82952.00| 5.80000 60140.20| 7.00000 72583.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0043 211-02050 63581.000 CYS | 12.50000 794762.50| 9.75000 619914.75| 16.08000 1022382.48 B BORROW | | | 0044 211-09264 2310.000 CYS | 18.00000 41580.00| 30.00000 69300.00| 26.47000 61145.70 STRUCTURAL BACKFILL, TYPE 1 | | | 0045 211-09265 623.000 CYS | 27.50000 17132.50| 29.00000 18067.00| 26.47000 16490.81 STRUCTURAL BACKFILL, TYPE 2 | | | 0046 211-09266 13740.000 CYS | 25.00000 343500.00| 22.00000 302280.00| 26.56000 364934.40 STRUCTURAL BACKFILL, TYPE 3 | | | 0047 215-07043 25000.000 SYS | 4.75000 118750.00| 3.35000 83750.00| 3.63000 90750.00 CHEMICAL MODIFICATION, SOILS | | | 0048 215-09385 5000.000 TON | 100.00000 500000.00| 90.00000 450000.00| 100.00000 500000.00 CHEMICAL MODIFIER, SOILS, MODIFYING WET | | | FILL SOIL, | | | 0049 301-07448 23823.000 TON | 12.00000 285876.00| 16.06000 382597.38| 14.73000 350912.79 COMPACTED AGGREGATE, NO. 53, BASE | | | 0050 302-07455 36.000 CYS | 45.00000 1620.00| 73.00000 2628.00| 95.40000 3434.40 DENSE GRADED SUBBASE | | | 0051 303-01180 49682.000 TON | 11.50000 571343.00| 14.45000 717904.90| 14.73000 731815.86 COMPACTED AGGREGATE, NO. 53 | | | 0052 303-07449 142.000 TON | 17.50000 2485.00| 18.76000 2663.92| 25.11000 3565.62 COMPACTED AGGREGATE, NO. 73 | | | 0053 303-08210 150.000 TON | 25.00000 3750.00| 73.96000 11094.00| 30.56000 4584.00 COMPACTED AGGREGATE NO. 53, TEMP FOR | | | DRIVEWAYS | | | 0054 304-07493 158.000 TON | 55.00000 8690.00| 72.57000 11466.06| 57.86000 9141.88 WIDENING WITH HMA, TYPE B | | | 0055 306-08034 1732.000 SYS | 0.01000 17.32| 7.55000 13076.60| 0.01000 17.32 MILLING, ASPHALT, 1 1/2 IN | | | 0056 401-06264 LUMP | 19875.00000 19875.00| 10349.24000 10349.24| 20908.50000 20908.50 PROFILOGRAPH, HMA | | | 0057 401-07320 4821.000 TON | 55.85000 269252.85| 70.71000 340892.91| 58.75000 283233.75 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0058 401-07328 16038.000 TON | 59.50000 954261.00| 68.37000 1096518.06| 62.59000 1003818.42 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -15 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-0918397 |( 6 ) 36-3543170 |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 401-07389 1380.000 TON | 47.50000 65550.00| 59.87000 82620.60| 49.97000 68958.60 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0060 401-07398 26996.000 TON | 43.90000 1185124.40| 56.39000 1522304.44| 46.18000 1246675.28 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0061 401-07406 13942.000 TON | 41.00000 571622.00| 55.23000 770016.66| 43.13000 601318.46 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0062 401-07424 64325.000 TON | 50.00000 3216250.00| 54.44000 3501853.00| 52.60000 3383495.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0063 401-07429 27674.000 TON | 49.00000 1356026.00| 55.67000 1540611.58| 51.55000 1426594.70 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0064 402-07432 1371.000 TON | 65.00000 89115.00| 85.19000 116795.49| 68.38000 93748.98 HMA SURFACE, TYPE A | | | 0065 402-07433 686.000 TON | 55.00000 37730.00| 72.60000 49803.60| 57.86000 39691.96 HMA SURFACE, TYPE B | | | 0066 402-07435 1469.000 TON | 48.00000 70512.00| 74.87000 109984.03| 50.50000 74184.50 HMA INTERMEDIATE, TYPE A | | | 0067 402-07438 926.000 TON | 48.00000 44448.00| 62.81000 58162.06| 50.50000 46763.00 HMA INTERMEDIATE, TYPE B | | | 0068 402-07441 2238.000 TON | 41.50000 92877.00| 56.32000 126044.16| 43.66000 97711.08 HMA BASE, TYPE B | | | 0069 402-07453 1333.000 TON | 45.65000 60851.45| 74.35000 99108.55| 48.02000 64010.66 HMA FOR TEMPORARY PAVEMENT, TYPE | | | 0070 406-05520 222.000 TON | 1.00000 222.00| 520.99000 115659.78| 1.05000 233.10 ASPHALT FOR TACK COAT | | | 0071 601-01522 4.000 EACH | 2100.00000 8400.00| 1990.00000 7960.00| 2151.34000 8605.36 GUARDRAIL, TRANSITION TYPE TGB | | | 0072 601-06233 2.000 EACH | 7700.00000 15400.00| 8000.00000 16000.00| 8410.74000 16821.48 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0073 601-06854 1.000 EACH | 2600.00000 2600.00| 2650.00000 2650.00| 4623.54000 4623.54 GUARDRAIL, W-BEAM, NESTED | | | 0074 601-06855 1.000 EACH | 800.00000 800.00| 880.00000 880.00| 1015.18000 1015.18 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | | 0075 601-94689 6.000 EACH | 2700.00000 16200.00| 2400.00000 14400.00| 2677.34000 16064.04 GUARDRAIL END TREATMENT, OS | | | 0076 601-99105 575.000 LFT | 24.00000 13800.00| 17.65000 10148.75| 18.94000 10890.50 GUARDRAIL, W-BEAM, 6 FT 3 IN SPACING | | | 0077 602-06729 28.000 EACH | 125.00000 3500.00| 14.00000 392.00| 14.73000 412.44 BARRIER DELINEATOR | | | 0078 603-06040 53661.000 LFT | 5.00000 268305.00| 5.42000 290842.62| 5.26000 282256.86 FENCE, FARM FIELD, 47 IN | | | 0079 606-07484 79842.000 LFT | 0.01000 798.42| 0.46000 36727.32| 0.01000 798.42 MILLED HMA SHOULDER CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -16 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-0918397 |( 6 ) 36-3543170 |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 608-09748 506875.000 LFT | 0.01000 5068.75| 0.43000 217956.25| 0.46000 233162.50 PREFABRICATED VERTICAL DRAIN | | | 0081 609-06257 220.000 SYS | 57.00000 12540.00| 123.00000 27060.00| 95.40000 20988.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN | | | 0082 610-07486 134.000 TON | 85.00000 11390.00| 86.86000 11639.24| 89.42000 11982.28 HMA FOR APPROACHES, TYPE A | | | 0083 610-07487 171.000 TON | 75.00000 12825.00| 97.15000 16612.65| 78.90000 13491.90 HMA FOR APPROACHES, TYPE B | | | 0084 611-06497 4.000 EACH | 140.00000 560.00| 200.00000 800.00| 183.05000 732.20 MAILBOX ASSEMBLY, SINGLE | | | 0085 615-06490 129.000 EACH | 130.00000 16770.00| 132.00000 17028.00| 136.76000 17642.04 RIGHT OF WAY MARKER | | | 0086 615-06505 23.000 EACH | 580.00000 13340.00| 600.00000 13800.00| 610.16000 14033.68 MONUMENT, B | | | 0087 615-06510 32.000 EACH | 290.00000 9280.00| 440.00000 14080.00| 305.08000 9762.56 MONUMENT, C | | | 0088 615-06515 1.000 EACH | 220.00000 220.00| 280.00000 280.00| 231.44000 231.44 MONUMENT, D | | | 0089 615-06527 10.000 EACH | 380.00000 3800.00| 470.00000 4700.00| 399.76000 3997.60 MONUMENT, SECTION CORNER | | | 0090 616-02320 1549.000 SYS | 1.75000 2710.75| 2.14000 3314.86| 1.59000 2462.91 GEOTEXTILES | | | 0091 616-06405 833.000 TON | 20.00000 16660.00| 25.00000 20825.00| 34.91000 29080.03 RIPRAP, REVETMENT | | | 0092 621-01004 13.000 EACH | 300.00000 3900.00| 300.00000 3900.00| 315.60000 4102.80 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0093 621-06545 58.000 TON | 800.00000 46400.00| 800.00000 46400.00| 841.60000 48812.80 FERTILIZER | | | 0094 621-06553 24480.000 LBS | 4.07000 99633.60| 4.07000 99633.60| 4.28000 104774.40 SEED MIXTURE, R | | | 0095 621-06557 22650.000 LBS | 0.25000 5662.50| 0.25000 5662.50| 0.26000 5889.00 SEED MIXTURE, T | | | 0096 621-06565 597.000 TON | 145.00000 86565.00| 145.00000 86565.00| 152.54000 91066.38 MULCHING MATERIAL | | | 0097 621-06567 198.000 kGAL | 1.00000 198.00| 1.00000 198.00| 1.05000 207.90 WATER | | | 0098 621-06574 54786.000 SYS | 2.26000 123816.36| 2.26000 123816.36| 2.38000 130390.68 SODDING | | | 0099 621-06575 215.000 SYS | 2.26000 485.90| 2.26000 485.90| 2.38000 511.70 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -17 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-0918397 |( 6 ) 36-3543170 |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 628-08520 4.000 EACH | 125.00000 500.00| 104.19000 416.76| 266.28000 1065.12 CELLULAR TELEPHONE/RADIO | | | 0101 628-08521 104.000 MOS | 40.00000 4160.00| 104.19000 10835.76| 106.51000 11077.04 CELLULAR TELEPHONE/RADIO SERVICE | | | 0102 628-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0103 628-09403 26.000 MOS | 2000.00000 52000.00| 1724.62000 44840.12| 1267.66000 32959.16 FIELD OFFICE, C | | | 0104 628-09407 78.000 MOS | 75.00000 5850.00| 208.38000 16253.64| 189.36000 14770.08 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , THREE EACH | | | 0105 701-06011 3.000 EACH | 1500.00000 4500.00| 550.00000 1650.00| 2119.90000 6359.70 DYNAMIC PILE LOAD TEST | | | 0106 701-08253 11.000 EACH | 600.00000 6600.00| 1000.00000 11000.00| 794.96000 8744.56 PILE SLEEVES | | | 0107 701-09557 290.000 LFT | 52.00000 15080.00| 45.00000 13050.00| 68.90000 19981.00 TEST PILE, DYNAMIC, PRODUCTION | | | 0108 701-09559 3.000 EACH | 2000.00000 6000.00| 500.00000 1500.00| 2119.90000 6359.70 TEST PILE, DYNAMIC, RESTRIKE | | | 0109 701-09683 89.000 EACH | 105.00000 9345.00| 150.00000 13350.00| 132.49000 11791.61 PILE SHOE, HP 12 X 74 | | | 0110 701-95780 5800.000 LFT | 49.00000 284200.00| 40.00000 232000.00| 68.90000 399620.00 PILE, STEEL H, HP 12 IN X 74 | | | 0111 702-51005 388.100 CYS | 415.00000 161061.50| 550.00000 213455.00| 503.48000 195400.59 CONCRETE, A, SUBSTRUCTURE | | | 0112 702-51015 253.300 CYS | 335.00000 84855.50| 550.00000 139315.00| 317.98000 80544.33 CONCRETE, B, FOOTINGS | | | 0113 703-06028 74370.000 LBS | 0.75000 55777.50| 1.00000 74370.00| 0.96000 71395.20 REINFORCING BARS | | | 0114 703-06029 158799.000 LBS | 0.81000 128627.19| 1.00000 158799.00| 1.01000 160386.99 REINFORCING BARS, EPOXY COATED | | | 0115 704-51002 620.900 CYS | 475.00000 294927.50| 550.00000 341495.00| 476.98000 296156.88 CONCRETE, C, SUPERSTRUCTURE | | | 0116 706-05732 4.000 EACH | 1400.00000 5600.00| 1200.00000 4800.00| 1695.92000 6783.68 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0117 706-09960 1010.000 LFT | 75.00000 75750.00| 40.00000 40400.00| 53.00000 53530.00 RAILING, CONCRETE, FC | | | 0118 707-05995 2006.000 LFT | 92.25000 185053.50| 330.00000 661980.00| 365.68000 733554.08 STRUCTURAL MEMBER, CONCRETE BULB-T BEAM | | | 72 IN X 60 IN | | | 0119 709-51821 LUMP | 10900.00000 10900.00| 12000.00000 12000.00| 15780.00000 15780.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -18 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-0918397 |( 6 ) 36-3543170 |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 714-08514 513.000 SFT | 100.00000 51300.00| 80.00000 41040.00| 128.55000 65946.15 WINGWALL | | | 0121 714-09726 40.000 SFT | 20.00000 800.00| 80.00000 3200.00| 46.41000 1856.40 HEADWALL | | | 0122 714-09756 250.000 LFT | 1250.00000 312500.00| 1090.00000 272500.00| 1182.96000 295740.00 STRUCTURE PRECAST REINFORCED CONCRETE | | | BOX SECTIONS 18 FT X 8 FT | | | 0123 715-02398 2.000 EACH | 2500.00000 5000.00| 1600.00000 3200.00| 3682.14000 7364.28 SAFETY METAL END SECTION, 6:1 36 IN | | | 0124 715-05019 2233.000 LFT | 20.00000 44660.00| 77.00000 171941.00| 67.48000 150682.84 PIPE, TYPE 1 CIRCULAR 36 IN | | | 0125 715-05048 109500.000 LFT | 2.10000 229950.00| 2.35000 257325.00| 2.47000 270465.00 PIPE, TYPE 4 CIRCULAR 6 IN | | | 0126 715-05052 1000.000 LFT | 7.50000 7500.00| 27.00000 27000.00| 21.54000 21540.00 PIPE, TYPE 4 CIRCULAR 12 IN | | | 0127 715-05053 15022.000 LFT | 9.50000 142709.00| 11.00000 165242.00| 11.57000 173804.54 PIPE, UNDERDRAIN, OUTLET 6 IN | | | 0128 715-05118 1000.000 LFT | 7.50000 7500.00| 27.00000 27000.00| 34.24000 34240.00 PIPE, TYPE 1 CIRCULAR 12 IN | | | 0129 715-05121 126.000 LFT | 23.00000 2898.00| 36.00000 4536.00| 36.05000 4542.30 PIPE, TYPE 1 CIRCULAR 18 IN | | | 0130 715-05123 1000.000 LFT | 35.00000 35000.00| 45.00000 45000.00| 47.88000 47880.00 PIPE, TYPE 1 CIRCULAR 24 IN | | | 0131 715-05152 2004.000 LFT | 9.00000 18036.00| 35.00000 70140.00| 33.17000 66472.68 PIPE, TYPE 2 CIRCULAR 18 IN | | | 0132 715-05169 83.000 LFT | 24.00000 1992.00| 45.00000 3735.00| 36.75000 3050.25 PIPE, TYPE 3 CIRCULAR 15 IN | | | 0133 715-05212 1000.000 LFT | 12.50000 12500.00| 45.00000 45000.00| 52.78000 52780.00 PIPE, TYPE 4 CIRCULAR 24 IN | | | 0134 715-09064 3466.000 LFT | 1.20000 4159.20| 1.00000 3466.00| 2.10000 7278.60 VIDEO INSPECTION FOR PIPE | | | 0135 715-09446 1000.000 LFT | 15.00000 15000.00| 75.00000 75000.00| 77.52000 77520.00 PIPE, TYPE 4 CIRCULAR 36 IN | | | 0136 715-46005 6.000 EACH | 300.00000 1800.00| 600.00000 3600.00| 330.31000 1981.86 PIPE END SECTION, 15 IN | | | 0137 715-46010 24.000 EACH | 350.00000 8400.00| 640.00000 15360.00| 375.05000 9001.20 PIPE END SECTION, 18 IN | | | 0138 715-46020 2.000 EACH | 425.00000 850.00| 950.00000 1900.00| 687.04000 1374.08 PIPE END SECTION, 24 IN | | | 0139 715-46040 12.000 EACH | 825.00000 9900.00| 1600.00000 19200.00| 1365.15000 16381.80 PIPE END SECTION, 36 IN | | | 0140 718-06529 184.000 EACH | 525.00000 96600.00| 515.00000 94760.00| 541.78000 99687.52 OUTLET PROTECTOR, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -19 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-0918397 |( 6 ) 36-3543170 |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 718-06532 10000.000 LFT | 0.85000 8500.00| 0.60000 6000.00| 0.63000 6300.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0142 718-52610 9866.000 CYS | 25.00000 246650.00| 22.00000 217052.00| 23.14000 228299.24 AGGREGATE FOR UNDERDRAINS | | | 0143 718-99153 96728.000 SYS | 1.00000 96728.00| 0.80000 77382.40| 0.84000 81251.52 GEOTEXTILES FOR UNDERDRAIN | | | 0144 719-05443 100.000 LFT | 10.00000 1000.00| 10.00000 1000.00| 51.69000 5169.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0145 719-09447 100.000 LFT | 12.50000 1250.00| 30.00000 3000.00| 72.94000 7294.00 PIPE, DRAIN TILE TERMINAL SECTION, 24 I | | | 0146 719-09448 100.000 LFT | 20.00000 2000.00| 50.00000 5000.00| 94.06000 9406.00 PIPE, DRAIN TILE, TERMINAL SECTION, 36 | | | IN | | | 0147 720-45065 20.000 EACH | 2500.00000 50000.00| 2500.00000 50000.00| 2505.02000 50100.40 INLET, N12 | | | 0148 720-45410 10.000 EACH | 500.00000 5000.00| 1800.00000 18000.00| 1851.55000 18515.50 MANHOLE, C4 | | | 0149 731-93945 11082.000 SFT | 17.00000 188394.00| 18.00000 199476.00| 19.08000 211444.56 FACE PANELS, CONCRETE | | | 0150 731-93946 11082.000 SFT | 8.50000 94197.00| 2.50000 27705.00| 5.83000 64608.06 WALL ERECTION | | | 0151 731-93947 423.000 LFT | 30.00000 12690.00| 65.00000 27495.00| 26.50000 11209.50 LEVELING PAD, CONCRETE | | | 0152 801-01504 4.000 EACH | 51.00000 204.00| 51.00000 204.00| 42.08000 168.32 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0153 801-03290 5.000 EACH | 275.00000 1375.00| 275.00000 1375.00| 210.40000 1052.00 CONSTRUCTION SIGN, C | | | 0154 801-04308 30.000 EACH | 385.00000 11550.00| 385.00000 11550.00| 257.74000 7732.20 ROAD CLOSURE SIGN ASSEMBLY | | | 0155 801-06203 83002.000 LFT | 0.14000 11620.28| 0.14000 11620.28| 0.16000 13280.32 TEMPORARY PAVEMENT MARKING, 4 IN | | | 0156 801-06586 8236.000 LFT | 0.28000 2306.08| 0.28000 2306.08| 0.37000 3047.32 TEMPORARY PAVEMENT MARKING, 8 IN | | | 0157 801-06625 59.000 EACH | 99.00000 5841.00| 99.00000 5841.00| 135.71000 8006.89 DETOUR ROUTE MARKER ASSEMBLY | | | 0158 801-06640 57.000 EACH | 210.00000 11970.00| 210.00000 11970.00| 210.40000 11992.80 CONSTRUCTION SIGN, A | | | 0159 801-06645 5.000 EACH | 55.00000 275.00| 55.00000 275.00| 52.60000 263.00 CONSTRUCTION SIGN, B | | | 0160 801-06710 720.000 DAY | 5.36000 3859.20| 5.35000 3852.00| 23.14000 16660.80 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -20 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-0918397 |( 6 ) 36-3543170 |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0161 801-06775 LUMP | 250000.00000 250000.00| 170552.32000 170552.32| 225000.00000 225000.00 MAINTAINING TRAFFIC | | | 0162 801-07118 708.000 LFT | 11.89000 8418.12| 11.88000 8411.04| 17.88000 12659.04 BARRICADE, III-A | | | 0163 801-07119 108.000 LFT | 0.25000 27.00| 12.66000 1367.28| 18.94000 2045.52 BARRICADE, III-B | | | 0164 801-07612 51.000 LFT | 2.25000 114.75| 2.26000 115.26| 3.16000 161.16 TEMPORARY PAVEMENT MARKING, 24 IN | | | 0165 801-08401 150.000 LFT | 30.00000 4500.00| 115.70000 17355.00| 52.60000 7890.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0166 801-52818 1.000 EACH | 5000.00000 5000.00| 10000.00000 10000.00| 31199.13000 31199.13 TEMPORARY CROSSOVER, A , MODIFIED | | | 0167 802-05701 806.500 LFT | 13.50000 10887.75| 16.00000 12904.00| 16.83000 13573.40 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0168 802-05702 472.600 LFT | 7.50000 3544.50| 17.00000 8034.20| 17.88000 8450.09 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0169 802-09838 189.750 SFT | 24.00000 4554.00| 16.00000 3036.00| 16.83000 3193.49 SIGN, SHEET, WITH LEGEND 0.080" | | | 0170 802-09840 448.390 SFT | 17.00000 7622.63| 17.00000 7622.63| 17.88000 8017.21 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0171 802-09842 33.000 SFT | 19.00000 627.00| 21.00000 693.00| 22.09000 728.97 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0172 808-05866 6.800 SYS | 12.00000 81.60| 12.00000 81.60| 23.14000 157.35 PAVEMENT MESSAGE MARKING, REMOVE | | | 0173 808-06368 51.000 LFT | 2.89000 147.39| 2.89000 147.39| 3.16000 161.16 TRANSVERSE MARKING, REMOVE | | | 0174 808-06701 15095.000 LFT | 0.40000 6038.00| 0.40000 6038.00| 0.46000 6943.70 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0175 808-06703 72190.000 LFT | 0.40000 28876.00| 0.40000 28876.00| 0.46000 33207.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0176 808-06716 93907.000 LFT | 0.26000 24415.82| 0.25000 23476.75| 0.25000 23476.75 LINE, REMOVE | | | 0177 808-09381 LUMP | 1558.00000 1558.00| 1558.00000 1558.00| 1578.00000 1578.00 RETRO-REFLECTIVITY TESTING | | | 0178 808-10031 68.000 LFT | 0.80000 54.40| 0.80000 54.40| 1.05000 71.40 LINE, MULTI-COMPONENT, BROKEN, WHITE, 4 | | | IN | | | 0179 808-10033 1136.000 LFT | 0.80000 908.80| 0.80000 908.80| 1.05000 1192.80 LINE, MULTI-COMPONENT, SOLID, WHITE, 4 | | | IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 145 -21 TABULATION OF BIDS CALL ORDER : 145 CONTRACT ID : IR-30850-A COUNTIES : CARROLL LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-0918397 |( 6 ) 36-3543170 |CRIDER & CRIDER INC |RIETH RILEY CONSTRUCTION |T J LAMBRECHT CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 808-10034 1408.000 LFT | 0.80000 1126.40| 0.80000 1126.40| 1.05000 1478.40 LINE, MULTI-COMPONENT, SOLID, YELLOW, 4 | | | IN | | | 0181 808-75245 71508.000 LFT | 0.40000 28603.20| 0.40000 28603.20| 0.46000 32893.68 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 I | | | 0182 808-75297 175.000 LFT | 4.22000 738.50| 4.22000 738.50| 6.84000 1197.00 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN | | | 0183 808-75320 24.000 EACH | 71.00000 1704.00| 71.00000 1704.00| 84.16000 2019.84 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0184 808-75998 927.000 EACH | 19.50000 18076.50| 17.83000 16528.41| 19.99000 18530.73 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0185 205-08517 314.000 TON | 25.00000 7850.00| 25.00000 7850.00| 42.05000 13203.70 ROCK FILTER BERM | | | 0186 621-02770 14350.000 SYS | 1.00000 14350.00| 1.00000 14350.00| 1.05000 15067.50 EROSION CONTROL BLANKET | | | 0187 616-07210 102567.000 LFT | 1.87000 191800.29| 2.22000 227698.74| 2.34000 240006.78 FIBER ROLL , TEMPORARY | | | 0188 205-06934 200.000 TON | 305.00000 61000.00| 305.00000 61000.00| 320.86000 64172.00 TEMPORARY MULCHING | | | SECTION TOTALS | $ 25,254,702.00| $ 25,493,681.61| $ 26,323,080.13 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 25,254,702.00| $ 25,493,681.61| $ 26,323,080.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -1 VENDOR RANKING CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : NEW ROAD AND BRIDGE CONSTRUCTION COMPLETION DATE : 05/31/13 LOCATION : ON PR 69 FROM SR 61 TO CR 650 PROJECT(S) : 0902133 0902202 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 19,973,500.00 100.0000% 2 34-0907180 E S WAGNER COMPANY $ 20,089,554.83 100.5810% 3 35-1878024 RAGLE INC $ 20,545,763.98 102.8651% 4 35-1875662 CRIDER & CRIDER INC $ 21,421,497.62 107.2496% 5 32-0289822 KOLB GRADING LLC $ 21,993,505.86 110.1134% 6 35-0958970 LUTGRING BROTHERS INC $ 23,709,299.00 118.7038% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -2 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 34-0907180 |( 3 ) 35-1878024 |GOHMANN ASPHALT & CONSTRUCTI |E S WAGNER COMPANY |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 NEW ROAD AND BRIDGE CONSTRUCTION PCCP | | | 0017 203-02020 575744.000 CYS | 2.90000 1669657.60| 2.95000 1698444.80| 3.25000 1871168.00 EXCAVATION, UNCLASSIFIED | | | 0018 203-02070 17547.000 CYS | 0.01000 175.47| 3.00000 52641.00| 4.00000 70188.00 BORROW | | | 0019 301-07448 20727.000 TON | 21.00000 435267.00| 20.50000 424903.50| 20.00000 414540.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-06464 15673.000 CYS | 34.00000 532882.00| 37.75000 591655.75| 32.50000 509372.50 SUBBASE FOR PCCP | | | 0021 401-07320 3493.000 TON | 68.00000 237524.00| 58.68000 204969.24| 58.00000 202594.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0022 401-07335 3823.000 TON | 82.00000 313486.00| 76.90000 293988.70| 76.00000 290548.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0023 401-07389 4913.000 TON | 60.00000 294780.00| 53.62000 263435.06| 53.00000 260389.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07404 6371.000 TON | 65.00000 414115.00| 54.64000 348111.44| 54.00000 344034.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0025 401-07406 9144.000 TON | 57.00000 521208.00| 52.61000 481065.84| 52.00000 475488.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0026 401-07429 5792.000 TON | 52.00000 301184.00| 57.67000 334024.64| 57.00000 330144.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0027 401-08364 17839.000 TON | 58.00000 1034662.00| 53.62000 956527.18| 53.00000 945467.00 QC/QA-HMA, 4, 64, BASE, 19.0 MM | | | 0028 406-05520 70.000 TON | 500.00000 35000.00| 505.89000 35412.30| 500.00000 35000.00 ASPHALT FOR TACK COAT | | | 0029 501-06266 LUMP | 2000.00000 2000.00| 4849.30000 4849.30| 4836.93000 4836.93 PROFILOGRAPH, PCCP | | | 0030 501-06322 62689.000 SYS | 26.30000 1648720.70| 27.34000 1713917.26| 25.23000 1581643.47 QC/QA-PCCP, 11 IN | | | 0031 501-06727 LUMP | 3000.00000 3000.00| 3758.78000 3758.78| 3749.19000 3749.19 CORING, PCCP | | | 0032 503-05240 35152.000 LFT | 10.50000 369096.00| 9.85000 346247.20| 9.82000 345192.64 D-1 CONTRACTION JOINT | | | 0033 606-07484 49500.000 LFT | 0.12000 5940.00| 0.07000 3465.00| 0.07000 3465.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0034 606-07485 21700.000 LFT | 0.36000 7812.00| 0.27000 5859.00| 0.25000 5425.00 MILLED PCCP SHOULDER CORRUGATIONS | | | 0035 808-06702 3475.000 LFT | 0.56000 1946.00| 0.56000 1946.00| 0.56000 1946.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -3 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 34-0907180 |( 3 ) 35-1878024 |GOHMANN ASPHALT & CONSTRUCTI |E S WAGNER COMPANY |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 808-06703 25919.000 LFT | 0.45000 11663.55| 0.45000 11663.55| 0.45000 11663.55 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0037 808-10033 22402.000 LFT | 0.45000 10080.90| 0.45000 10080.90| 0.45000 10080.90 LINE, MULTI-COMPONENT, SOLID, WHITE, 4 | | | IN | | | 0038 808-10034 22402.000 LFT | 0.45000 10080.90| 0.45000 10080.90| 0.45000 10080.90 LINE, MULTI-COMPONENT, SOLID, YELLOW, 4 | | | IN | | | 0039 808-10054 5425.000 LFT | 0.56000 3038.00| 0.56000 3038.00| 0.56000 3038.00 LINE, MULTI-COMPONENT, BROKEN, WHITE, 5 | | | IN | | | 0040 808-75245 25924.000 LFT | 0.45000 11665.80| 0.45000 11665.80| 0.45000 11665.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 I | | | SECTION TOTALS | $ 7,874,984.92| $ 7,811,751.14| $ 7,741,719.88 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 NEW BRIDGE CONSTRUCTION COMMON | | | 0041 105-06845 LUMP | 176769.50000 176769.50| 100000.00000 100000.00| 400000.00000 400000.00 CONSTRUCTION ENGINEERING | | | 0042 105-09645 LUMP | 35000.00000 35000.00| 12000.00000 12000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING AND INSPECTION | | | UTILITY RELOCATION | | | 0043 108-09283 LUMP | 5000.00000 5000.00| 25000.00000 25000.00| 2500.00000 2500.00 CPM SCHEDULE | | | 0044 110-01001 LUMP | 975000.00000 975000.00| 831031.67000 831031.67| 1015000.00000 1015000.00 MOBILIZATION AND DEMOBILIZATION | | | 0045 201-52370 LUMP | 280000.00000 280000.00| 250000.00000 250000.00| 300000.00000 300000.00 CLEARING RIGHT OF WAY | | | 0046 202-03000 LUMP | 8200.00000 8200.00| 4110.06000 4110.06| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 451 | | | 0047 202-03000 LUMP | 9600.00000 9600.00| 7807.23000 7807.23| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 453 | | | 0048 202-03000 LUMP | 11000.00000 11000.00| 13514.75000 13514.75| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 454 | | | 0049 202-03000 LUMP | 10900.00000 10900.00| 15794.43000 15794.43| 7000.00000 7000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 455 | | | 0050 202-03000 LUMP | 10000.00000 10000.00| 10499.84000 10499.84| 7000.00000 7000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 456 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -4 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 34-0907180 |( 3 ) 35-1878024 |GOHMANN ASPHALT & CONSTRUCTI |E S WAGNER COMPANY |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 202-03000 LUMP | 8500.00000 8500.00| 4110.06000 4110.06| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 464 | | | 0052 202-03000 LUMP | 3700.00000 3700.00| 6209.80000 6209.80| 1000.00000 1000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 479 | | | 0053 202-03000 LUMP | 9200.00000 9200.00| 8304.66000 8304.66| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 480 | | | 0054 202-03000 LUMP | 7500.00000 7500.00| 5210.06000 5210.06| 5500.00000 5500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 482 | | | 0055 202-03000 LUMP | 7800.00000 7800.00| 12330.18000 12330.18| 3000.00000 3000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 483 | | | 0056 202-03000 LUMP | 7500.00000 7500.00| 5707.49000 5707.49| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 485 | | | 0057 202-03000 LUMP | 7700.00000 7700.00| 5707.49000 5707.49| 5000.00000 5000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 490 | | | 0058 202-03000 LUMP | 6000.00000 6000.00| 4110.06000 4110.06| 3000.00000 3000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 491 | | | 0059 202-03000 LUMP | 7500.00000 7500.00| 5707.49000 5707.49| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 492 | | | 0060 202-03000 LUMP | 7700.00000 7700.00| 4110.06000 4110.06| 7000.00000 7000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 493 | | | 0061 202-03000 LUMP | 1000.00000 1000.00| 569.07000 569.07| 500.00000 500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 497 | | | 0062 202-09957 5.000 EACH | 6000.00000 30000.00| 8180.00000 40900.00| 2500.00000 12500.00 PLUG AND ABANDON OIL OR GAS WELL | | | 0063 202-91385 1.000 EACH | 500.00000 500.00| 238.41000 238.41| 250.00000 250.00 INLET, REMOVE | | | 0064 202-91840 12650.000 LFT | 0.01000 126.50| 1.30000 16445.00| 1.30000 16445.00 FENCE, CHAIN LINK, REMOVE | | | 0065 202-96133 553.000 LFT | 10.00000 5530.00| 9.53000 5270.09| 7.50000 4147.50 PIPE, REMOVE | | | 0066 203-10106 LUMP | 1970000.00000 1970000.00| 2594065.70000 2594065.70| 2100000.00000 2100000.00 AGGREGATE COLUMN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -5 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 34-0907180 |( 3 ) 35-1878024 |GOHMANN ASPHALT & CONSTRUCTI |E S WAGNER COMPANY |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0067 205-09543 400.000 TON | 45.00000 18000.00| 22.72000 9088.00| 25.00000 10000.00 NO 2 STONE | | | 0068 205-09952 LUMP | 100000.00000 100000.00| 215000.00000 215000.00| 200000.00000 200000.00 DESIGN BUILD EROSION AND SEDIMENT | | | CONTROL | | | 0069 206-51230 1621.000 CYS | 7.50000 12157.50| 8.00000 12968.00| 4.25000 6889.25 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0070 206-51235 LUMP | 45000.00000 45000.00| 1000.00000 1000.00| 1.00000 1.00 COFFERDAM , STR NO 3 | | | 0071 207-08263 182574.000 SYS | 3.55000 648137.70| 3.55000 648137.70| 4.15000 757682.10 SUBGRADE TREATMENT, TYPE IA | | | 0072 207-08265 8580.000 SYS | 3.00000 25740.00| 3.00000 25740.00| 5.00000 42900.00 SUBGRADE TREATMENT, TYPE IIA | | | 0073 207-08267 11592.000 SYS | 9.00000 104328.00| 7.41000 85896.72| 9.00000 104328.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0074 211-02050 4793.000 CYS | 20.00000 95860.00| 34.56000 165646.08| 32.00000 153376.00 B BORROW | | | 0075 211-09264 3108.000 CYS | 20.00000 62160.00| 24.81000 77109.48| 25.00000 77700.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0076 211-09265 9482.000 CYS | 34.00000 322388.00| 25.00000 237050.00| 32.00000 303424.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0077 211-09266 5038.000 CYS | 36.00000 181368.00| 34.00000 171292.00| 29.00000 146102.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0078 214-07202 1678.000 SYS | 5.00000 8390.00| 1.90000 3188.20| 4.50000 7551.00 GEOGRID, TYPE I | | | 0079 215-07043 195908.000 SYS | 3.55000 695473.40| 3.55000 695473.40| 3.55000 695473.40 CHEMICAL MODIFICATION, SOILS | | | 0080 302-07455 59.000 CYS | 62.00000 3658.00| 66.50000 3923.50| 55.00000 3245.00 DENSE GRADED SUBBASE | | | 0081 303-01180 31572.000 TON | 17.75000 560403.00| 20.15000 636175.80| 18.00000 568296.00 COMPACTED AGGREGATE, NO. 53 | | | 0082 303-07449 428.000 TON | 30.00000 12840.00| 21.57000 9231.96| 20.00000 8560.00 COMPACTED AGGREGATE, NO. 73 | | | 0083 304-07489 100.000 TON | 125.00000 12500.00| 125.50000 12550.00| 115.00000 11500.00 HMA PATCHING, TYPE A | | | 0084 306-08599 3187.000 SYS | 2.50000 7967.50| 1.25000 3983.75| 1.35000 4302.45 MILLING ASPHALT, 1/2 IN | | | 0085 401-06264 LUMP | 8000.00000 8000.00| 10117.77000 10117.77| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0086 401-07321 590.000 TON | 74.00000 43660.00| 63.74000 37606.60| 63.00000 37170.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0087 401-07390 984.000 TON | 62.00000 61008.00| 53.62000 52762.08| 53.00000 52152.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -6 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 34-0907180 |( 3 ) 35-1878024 |GOHMANN ASPHALT & CONSTRUCTI |E S WAGNER COMPANY |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 402-07432 1618.000 TON | 72.00000 116496.00| 60.71000 98228.78| 60.00000 97080.00 HMA SURFACE, TYPE A | | | 0089 402-07435 1820.000 TON | 70.00000 127400.00| 54.64000 99444.80| 54.00000 98280.00 HMA INTERMEDIATE, TYPE A | | | 0090 402-07453 1344.000 TON | 72.00000 96768.00| 61.72000 82951.68| 61.00000 81984.00 HMA FOR TEMPORARY PAVEMENT, TYPE | | | 0091 601-01522 4.000 EACH | 2390.00000 9560.00| 2025.00000 8100.00| 1900.00000 7600.00 GUARDRAIL, TRANSITION TYPE TGB | | | 0092 601-02241 459.000 LFT | 8.50000 3901.50| 7.00000 3213.00| 3.00000 1377.00 GUARDRAIL, REMOVE | | | 0093 601-06233 2.000 EACH | 5450.00000 10900.00| 8200.00000 16400.00| 8000.00000 16000.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0094 601-94689 14.000 EACH | 2580.00000 36120.00| 2450.00000 34300.00| 2500.00000 35000.00 GUARDRAIL END TREATMENT, OS | | | 0095 601-99105 3956.250 LFT | 20.42000 80786.63| 18.00000 71212.50| 18.00000 71212.50 GUARDRAIL, W-BEAM, 6 FT 3 IN SPACING | | | 0096 602-06729 18.000 EACH | 10.00000 180.00| 14.00000 252.00| 6.00000 108.00 BARRIER DELINEATOR | | | 0097 603-06040 35227.000 LFT | 5.50000 193748.50| 5.10000 179657.70| 5.10000 179657.70 FENCE, FARM FIELD, 47 IN | | | 0098 609-06259 352.000 SYS | 72.00000 25344.00| 80.00000 28160.00| 60.00000 21120.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0099 610-07486 857.000 TON | 88.00000 75416.00| 74.87000 64163.59| 74.00000 63418.00 HMA FOR APPROACHES, TYPE A | | | 0100 610-07487 352.000 TON | 88.00000 30976.00| 89.04000 31342.08| 88.00000 30976.00 HMA FOR APPROACHES, TYPE B | | | 0101 611-06497 3.000 EACH | 130.00000 390.00| 140.00000 420.00| 140.00000 420.00 MAILBOX ASSEMBLY, SINGLE | | | 0102 615-06490 112.000 EACH | 115.00000 12880.00| 130.00000 14560.00| 130.00000 14560.00 RIGHT OF WAY MARKER | | | 0103 615-06505 19.000 EACH | 695.00000 13205.00| 500.00000 9500.00| 500.00000 9500.00 MONUMENT, B | | | 0104 615-06510 28.000 EACH | 595.00000 16660.00| 400.00000 11200.00| 400.00000 11200.00 MONUMENT, C | | | 0105 615-06527 2.000 EACH | 595.00000 1190.00| 450.00000 900.00| 450.00000 900.00 MONUMENT, SECTION CORNER | | | 0106 615-06530 10.000 EACH | 690.00000 6900.00| 600.00000 6000.00| 600.00000 6000.00 BENCH MARK POST | | | 0107 616-02320 4502.000 SYS | 2.10000 9454.20| 1.70000 7653.40| 1.75000 7878.50 GEOTEXTILES | | | 0108 616-05688 935.000 TON | 32.00000 29920.00| 34.98000 32706.30| 30.00000 28050.00 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -7 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 34-0907180 |( 3 ) 35-1878024 |GOHMANN ASPHALT & CONSTRUCTI |E S WAGNER COMPANY |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0109 616-06405 4041.000 TON | 25.00000 101025.00| 30.29000 122401.89| 28.00000 113148.00 RIPRAP, REVETMENT | | | 0110 621-01004 4.000 EACH | 1050.00000 4200.00| 1050.00000 4200.00| 1050.00000 4200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0111 621-06545 38.000 TON | 510.00000 19380.00| 510.00000 19380.00| 510.00000 19380.00 FERTILIZER | | | 0112 621-06553 12733.000 LBS | 2.85000 36289.05| 2.85000 36289.05| 2.85000 36289.05 SEED MIXTURE, R | | | 0113 621-06557 5992.000 LBS | 2.00000 11984.00| 2.00000 11984.00| 2.00000 11984.00 SEED MIXTURE, T | | | 0114 621-06565 300.000 TON | 410.00000 123000.00| 410.00000 123000.00| 410.00000 123000.00 MULCHING MATERIAL | | | 0115 621-06567 146.000 kGAL | 1.00000 146.00| 1.00000 146.00| 1.00000 146.00 WATER | | | 0116 621-06574 40216.000 SYS | 2.61000 104963.76| 2.78000 111800.48| 3.00000 120648.00 SODDING | | | 0117 622-52436 27.000 EACH | 44.00000 1188.00| 44.00000 1188.00| 44.00000 1188.00 SIGN, DO NOT MOW OR SPRAY | | | 0118 628-08520 4.000 EACH | 90.00000 360.00| 85.53000 342.12| 100.00000 400.00 CELLULAR TELEPHONE/RADIO | | | 0119 628-08521 112.000 MOS | 75.00000 8400.00| 75.00000 8400.00| 80.00000 8960.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0120 628-09403 28.000 MOS | 2350.00000 65800.00| 3076.09000 86130.52| 1250.00000 35000.00 FIELD OFFICE, C | | | 0121 628-09407 84.000 MOS | 100.00000 8400.00| 114.04000 9579.36| 50.00000 4200.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 EACH | | | 0122 701-02938 144.000 LFT | 510.00000 73440.00| 545.00000 78480.00| 525.00000 75600.00 CORED HOLE IN ROCK, 24 IN | | | 0123 701-06011 1.000 EACH | 850.00000 850.00| 1000.00000 1000.00| 750.00000 750.00 DYNAMIC PILE LOAD TEST | | | 0124 701-08253 14.000 EACH | 350.00000 4900.00| 475.00000 6650.00| 600.00000 8400.00 PILE SLEEVES | | | 0125 701-09557 87.000 LFT | 57.00000 4959.00| 50.00000 4350.00| 50.00000 4350.00 TEST PILE, DYNAMIC, PRODUCTION , HP 12 | | | X 74 | | | 0126 701-09559 1.000 EACH | 845.00000 845.00| 500.00000 500.00| 750.00000 750.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0127 701-09683 50.000 EACH | 105.00000 5250.00| 150.00000 7500.00| 200.00000 10000.00 PILE SHOE, HP 12 X 74 | | | 0128 701-95780 2238.000 LFT | 57.00000 127566.00| 38.00000 85044.00| 50.00000 111900.00 PILE, STEEL H, HP 12 IN X 74 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -8 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 34-0907180 |( 3 ) 35-1878024 |GOHMANN ASPHALT & CONSTRUCTI |E S WAGNER COMPANY |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0129 702-51005 118.600 CYS | 450.00000 53370.00| 525.00000 62265.00| 700.00000 83020.00 CONCRETE, A, SUBSTRUCTURE | | | 0130 702-51015 158.300 CYS | 200.00000 31660.00| 200.00000 31660.00| 650.00000 102895.00 CONCRETE, B, FOOTINGS | | | 0131 703-06028 44586.000 LBS | 0.75000 33439.50| 0.85000 37898.10| 0.95000 42356.70 REINFORCING BARS | | | 0132 703-06029 151944.000 LBS | 0.77000 116996.88| 0.95000 144346.80| 1.00000 151944.00 REINFORCING BARS, EPOXY COATED | | | 0133 704-51002 558.600 CYS | 430.00000 240198.00| 450.00000 251370.00| 400.00000 223440.00 CONCRETE, C, SUPERSTRUCTURE | | | 0134 706-05732 4.000 EACH | 1325.00000 5300.00| 1195.00000 4780.00| 1325.00000 5300.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0135 706-51020 52.200 CYS | 270.00000 14094.00| 265.00000 13833.00| 250.00000 13050.00 RAILING, CONCRETE, C | | | 0136 707-09848 1076.000 LFT | 325.00000 349700.00| 265.00000 285140.00| 360.00000 387360.00 STRUCTURAL MEMBER, CONCRETE, BULB-T | | | BEAM , 66 IN X 61 IN | | | 0137 709-51821 LUMP | 8360.00000 8360.00| 8480.00000 8480.00| 7000.00000 7000.00 SURFACE SEAL , STR NO 1 | | | 0138 711-51070 16.000 EACH | 100.00000 1600.00| 120.00000 1920.00| 50.00000 800.00 ANCHOR PLATE, AP 1 | | | 0139 714-01633 229.000 LFT | 560.00000 128240.00| 488.94000 111967.26| 500.00000 114500.00 STRUCTURE, PRECAST, RC, BOX SECTION 9FT | | | X 5FT | | | 0140 714-06056 467.000 LFT | 520.00000 242840.00| 605.84000 282927.28| 600.00000 280200.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 11FT X 4FT | | | 0141 714-06279 84.000 LFT | 420.00000 35280.00| 430.62000 36172.08| 335.00000 28140.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 8FTX 3FT | | | 0142 714-06319 412.000 LFT | 790.00000 325480.00| 731.51000 301382.12| 900.00000 370800.00 STRUCTURE, PRECAST, RC BOX SECTION 14FT | | | X 5FT | | | 0143 714-26708 544.000 LFT | 440.00000 239360.00| 331.55000 180363.20| 400.00000 217600.00 STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 4FT | | | 0144 715-02397 2.000 EACH | 2000.00000 4000.00| 2859.12000 5718.24| 1000.00000 2000.00 SAFETY METAL END SECTION, 4:1 36 IN | | | 0145 715-05019 335.000 LFT | 65.00000 21775.00| 52.85000 17704.75| 55.00000 18425.00 PIPE, TYPE 1 CIRCULAR 36 IN | | | 0146 715-05048 71255.000 LFT | 2.10000 149635.50| 1.59000 113295.45| 2.10000 149635.50 PIPE, TYPE 4 CIRCULAR 6 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -9 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 34-0907180 |( 3 ) 35-1878024 |GOHMANN ASPHALT & CONSTRUCTI |E S WAGNER COMPANY |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0147 715-05053 7357.000 LFT | 10.00000 73570.00| 9.10000 66948.70| 10.00000 73570.00 PIPE, UNDERDRAIN, OUTLET 6 IN | | | 0148 715-05119 60.000 LFT | 28.00000 1680.00| 32.56000 1953.60| 25.00000 1500.00 PIPE, TYPE 1 CIRCULAR 15 IN | | | 0149 715-05123 127.000 LFT | 42.00000 5334.00| 36.83000 4677.41| 42.00000 5334.00 PIPE, TYPE 1 CIRCULAR 24 IN | | | 0150 715-05125 35.000 LFT | 54.00000 1890.00| 54.97000 1923.95| 49.00000 1715.00 PIPE, TYPE 1 CIRCULAR 30 IN | | | 0151 715-05128 385.000 LFT | 110.00000 42350.00| 111.75000 43023.75| 90.00000 34650.00 PIPE, TYPE 1 CIRCULAR 48 IN | | | 0152 715-05136 272.000 LFT | 160.00000 43520.00| 180.24000 49025.28| 200.00000 54400.00 PIPE, TYPE 1 CIRCULAR 72 IN | | | 0153 715-05152 1910.000 LFT | 28.00000 53480.00| 28.18000 53823.80| 24.00000 45840.00 PIPE, TYPE 2 CIRCULAR 18 IN | | | 0154 715-05169 90.000 LFT | 27.00000 2430.00| 25.75000 2317.50| 26.00000 2340.00 PIPE, TYPE 3 CIRCULAR 15 IN | | | 0155 715-05172 40.000 LFT | 40.00000 1600.00| 57.21000 2288.40| 34.00000 1360.00 PIPE, TYPE 3 CIRCULAR 21 IN | | | 0156 715-05173 160.000 LFT | 42.00000 6720.00| 63.13000 10100.80| 40.00000 6400.00 PIPE, TYPE 3 CIRCULAR 24 IN | | | 0157 715-06004 4.000 EACH | 1200.00000 4800.00| 1306.72000 5226.88| 1400.00000 5600.00 CONCRETE ANCHOR, 48 IN | | | 0158 715-06357 2.000 EACH | 1450.00000 2900.00| 2272.48000 4544.96| 1500.00000 3000.00 CONCRETE ANCHOR, 72 IN | | | 0159 715-07667 2.000 EACH | 1050.00000 2100.00| 1081.56000 2163.12| 1200.00000 2400.00 CONCRETE ANCHOR, 36 IN | | | 0160 715-46005 6.000 EACH | 400.00000 2400.00| 377.47000 2264.82| 325.00000 1950.00 PIPE END SECTION, 15 IN | | | 0161 715-46010 24.000 EACH | 450.00000 10800.00| 422.05000 10129.20| 375.00000 9000.00 PIPE END SECTION, 18 IN | | | 0162 715-46015 2.000 EACH | 520.00000 1040.00| 444.86000 889.72| 400.00000 800.00 PIPE END SECTION, 21 IN | | | 0163 715-46020 10.000 EACH | 620.00000 6200.00| 479.08000 4790.80| 750.00000 7500.00 PIPE END SECTION, 24 IN | | | 0164 715-46030 2.000 EACH | 820.00000 1640.00| 638.73000 1277.46| 750.00000 1500.00 PIPE END SECTION, 30 IN | | | 0165 718-06528 103.000 EACH | 400.00000 41200.00| 371.65000 38279.95| 370.85000 38197.55 OUTLET PROTECTOR, 1 | | | 0166 718-06532 6500.000 LFT | 0.60000 3900.00| 0.85000 5525.00| 0.60000 3900.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0167 718-52610 6400.000 CYS | 34.00000 217600.00| 32.36000 207104.00| 34.00000 217600.00 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -10 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 34-0907180 |( 3 ) 35-1878024 |GOHMANN ASPHALT & CONSTRUCTI |E S WAGNER COMPANY |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0168 718-99153 72373.000 SYS | 0.75000 54279.75| 0.68000 49213.64| 0.75000 54279.75 GEOTEXTILES FOR UNDERDRAIN | | | 0169 720-45069 24.000 EACH | 2000.00000 48000.00| 1835.33000 44047.92| 1850.00000 44400.00 INLET, P12 | | | 0170 723-06660 1746.000 SFT | 57.50000 100395.00| 60.00000 104760.00| 65.00000 113490.00 WINGWALL | | | 0171 723-07056 186.000 LFT | 2085.00000 387810.00| 2075.00000 385950.00| 2450.00000 455700.00 STRUCTURE, PRECAST THREE-SIDED, 384 IN | | | X 120 IN | | | 0172 723-07068 272.000 LFT | 1175.00000 319600.00| 1100.00000 299200.00| 1250.00000 340000.00 STRUCTURE, PRECAST THREE-SIDED, 240 IN | | | X 84 IN | | | 0173 731-93945 9043.000 SFT | 13.50000 122080.50| 13.00000 117559.00| 15.00000 135645.00 FACE PANELS, CONCRETE | | | 0174 731-93946 9043.000 SFT | 9.50000 85908.50| 5.25000 47475.75| 7.50000 67822.50 WALL ERECTION | | | 0175 731-93947 573.000 LFT | 21.00000 12033.00| 10.00000 5730.00| 20.00000 11460.00 LEVELING PAD, CONCRETE | | | 0176 801-03290 3.000 EACH | 275.00000 825.00| 395.00000 1185.00| 395.00000 1185.00 CONSTRUCTION SIGN, C | | | 0177 801-06207 19397.000 LFT | 0.90000 17457.30| 0.95000 18427.15| 0.95000 18427.15 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN | | | 0178 801-06209 18310.000 LFT | 1.35000 24718.50| 1.18000 21605.80| 1.18000 21605.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 6 IN | | | 0179 801-06577 44.000 LFT | 5.60000 246.40| 5.70000 250.80| 5.70000 250.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24" | | | 0180 801-06625 22.000 EACH | 125.00000 2750.00| 125.00000 2750.00| 125.00000 2750.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0181 801-06640 31.000 EACH | 185.00000 5735.00| 345.00000 10695.00| 345.00000 10695.00 CONSTRUCTION SIGN, A | | | 0182 801-06645 30.000 EACH | 60.00000 1800.00| 120.00000 3600.00| 120.00000 3600.00 CONSTRUCTION SIGN, B | | | 0183 801-06775 LUMP | 85000.00000 85000.00| 53953.02000 53953.02| 125000.00000 125000.00 MAINTAINING TRAFFIC | | | 0184 801-07023 1.000 EACH | 2200.00000 2200.00| 4800.00000 4800.00| 4800.00000 4800.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0185 801-07118 40.000 LFT | 25.00000 1000.00| 18.50000 740.00| 18.50000 740.00 BARRICADE, III-A | | | 0186 801-08401 189.000 LFT | 15.00000 2835.00| 45.06000 8516.34| 25.00000 4725.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -11 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 34-0907180 |( 3 ) 35-1878024 |GOHMANN ASPHALT & CONSTRUCTI |E S WAGNER COMPANY |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0187 802-04893 14.000 EACH | 180.00000 2520.00| 180.00000 2520.00| 125.00000 1750.00 REFERENCE POST | | | 0188 802-05701 296.000 LFT | 14.40000 4262.40| 14.40000 4262.40| 15.00000 4440.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0189 802-05702 74.000 LFT | 14.00000 1036.00| 14.00000 1036.00| 14.50000 1073.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0190 802-07057 926.500 SFT | 20.00000 18530.00| 20.00000 18530.00| 20.00000 18530.00 SIGN, PANEL, WITH LEGEND | | | 0191 802-07151 2.000 EACH | 400.00000 800.00| 400.00000 800.00| 475.00000 950.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0192 802-07153 3.000 EACH | 410.00000 1230.00| 410.00000 1230.00| 300.00000 900.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0193 802-07154 4.000 EACH | 420.00000 1680.00| 420.00000 1680.00| 300.00000 1200.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0194 802-09838 148.690 SFT | 18.00000 2676.42| 18.00000 2676.42| 20.00000 2973.80 SIGN, SHEET, WITH LEGEND 0.080" | | | 0195 802-09840 65.500 SFT | 20.00000 1310.00| 20.00000 1310.00| 18.00000 1179.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0196 802-76095 4179.000 LBS | 3.80000 15880.20| 3.80000 15880.20| 3.00000 12537.00 STRUCTURAL STEEL, BREAKAWAY | | | 0197 808-06716 5691.000 LFT | 0.65000 3699.15| 0.65000 3699.15| 0.65000 3699.15 LINE, REMOVE | | | 0198 808-09381 LUMP | 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00 RETRO-REFLECTIVITY TESTING | | | 0199 808-75998 521.000 EACH | 16.54000 8617.34| 22.23000 11581.83| 19.95000 10393.95 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 12,098,505.08| $ 12,277,793.69| $ 12,804,034.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 NEW ROAD AND BRIDGE CONSTRUCTION ADMIN ITEMS | | | 0200 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0201 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0202 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -12 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 34-0907180 |( 3 ) 35-1878024 |GOHMANN ASPHALT & CONSTRUCTI |E S WAGNER COMPANY |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0203 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0204 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0205 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0206 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0207 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | 0208 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0209 628-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | SECTION TOTALS | $ 10.00| $ 10.00| $ 10.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 19,973,500.00| $ 20,089,554.83| $ 20,545,763.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -13 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 32-0289822 |( 6 ) 35-0958970 |CRIDER & CRIDER INC |KOLB GRADING LLC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 NEW ROAD AND BRIDGE CONSTRUCTION PCCP | | | 0017 203-02020 575744.000 CYS | 4.00000 2302976.00| 3.00000 1727232.00| 6.00000 3454464.00 EXCAVATION, UNCLASSIFIED | | | 0018 203-02070 17547.000 CYS | 5.25000 92121.75| 4.00000 70188.00| 8.00000 140376.00 BORROW | | | 0019 301-07448 20727.000 TON | 20.00000 414540.00| 21.50000 445630.50| 24.37000 505116.99 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-06464 15673.000 CYS | 39.00000 611247.00| 37.50000 587737.50| 33.00000 517209.00 SUBBASE FOR PCCP | | | 0021 401-07320 3493.000 TON | 58.00000 202594.00| 69.50000 242763.50| 58.00000 202594.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0022 401-07335 3823.000 TON | 76.00000 290548.00| 80.00000 305840.00| 76.00000 290548.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0023 401-07389 4913.000 TON | 53.00000 260389.00| 61.50000 302149.50| 53.00000 260389.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07404 6371.000 TON | 54.00000 344034.00| 71.00000 452341.00| 54.00000 344034.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0025 401-07406 9144.000 TON | 52.00000 475488.00| 56.50000 516636.00| 52.00000 475488.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0026 401-07429 5792.000 TON | 57.00000 330144.00| 54.50000 315664.00| 57.00000 330144.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | | 0 mm | | | 0027 401-08364 17839.000 TON | 53.00000 945467.00| 56.00000 998984.00| 53.00000 945467.00 QC/QA-HMA, 4, 64, BASE, 19.0 MM | | | 0028 406-05520 70.000 TON | 500.00000 35000.00| 500.00000 35000.00| 500.00000 35000.00 ASPHALT FOR TACK COAT | | | 0029 501-06266 LUMP | 10000.00000 10000.00| 4836.93000 4836.93| 5000.00000 5000.00 PROFILOGRAPH, PCCP | | | 0030 501-06322 62689.000 SYS | 28.22000 1769083.58| 25.23000 1581643.47| 25.65000 1607972.85 QC/QA-PCCP, 11 IN | | | 0031 501-06727 LUMP | 5254.01000 5254.01| 3749.19000 3749.19| 3810.00000 3810.00 CORING, PCCP | | | 0032 503-05240 35152.000 LFT | 11.33000 398272.16| 9.82000 345192.64| 10.00000 351520.00 D-1 CONTRACTION JOINT | | | 0033 606-07484 49500.000 LFT | 0.08000 3960.00| 0.11000 5445.00| 0.15000 7425.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0034 606-07485 21700.000 LFT | 0.30000 6510.00| 0.35000 7595.00| 0.45000 9765.00 MILLED PCCP SHOULDER CORRUGATIONS | | | 0035 808-06702 3475.000 LFT | 0.56000 1946.00| 0.56000 1946.00| 0.60000 2085.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 I | | | 0036 808-06703 25919.000 LFT | 0.45000 11663.55| 0.45000 11663.55| 0.45000 11663.55 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -14 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 32-0289822 |( 6 ) 35-0958970 |CRIDER & CRIDER INC |KOLB GRADING LLC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 808-10033 22402.000 LFT | 0.45000 10080.90| 0.45000 10080.90| 0.45000 10080.90 LINE, MULTI-COMPONENT, SOLID, WHITE, 4 | | | IN | | | 0038 808-10034 22402.000 LFT | 0.45000 10080.90| 0.45000 10080.90| 0.45000 10080.90 LINE, MULTI-COMPONENT, SOLID, YELLOW, 4 | | | IN | | | 0039 808-10054 5425.000 LFT | 0.56000 3038.00| 0.56000 3038.00| 0.60000 3255.00 LINE, MULTI-COMPONENT, BROKEN, WHITE, 5 | | | IN | | | 0040 808-75245 25924.000 LFT | 0.45000 11665.80| 0.45000 11665.80| 0.45000 11665.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 I | | | SECTION TOTALS | $ 8,546,103.65| $ 7,997,103.38| $ 9,535,153.99 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 NEW BRIDGE CONSTRUCTION COMMON | | | 0041 105-06845 LUMP | 300000.00000 300000.00| 100000.00000 100000.00| 222490.97000 222490.97 CONSTRUCTION ENGINEERING | | | 0042 105-09645 LUMP | 30000.00000 30000.00| 45000.00000 45000.00| 155000.00000 155000.00 CONSTRUCTION ENGINEERING AND INSPECTION | | | UTILITY RELOCATION | | | 0043 108-09283 LUMP | 20000.00000 20000.00| 25000.00000 25000.00| 35000.00000 35000.00 CPM SCHEDULE | | | 0044 110-01001 LUMP | 1050000.00000 1050000.00| 1518000.00000 1518000.00| 1185000.00000 1185000.00 MOBILIZATION AND DEMOBILIZATION | | | 0045 201-52370 LUMP | 315000.00000 315000.00| 180688.00000 180688.00| 353000.00000 353000.00 CLEARING RIGHT OF WAY | | | 0046 202-03000 LUMP | 6000.00000 6000.00| 3000.00000 3000.00| 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 451 | | | 0047 202-03000 LUMP | 7000.00000 7000.00| 4000.00000 4000.00| 8000.00000 8000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 453 | | | 0048 202-03000 LUMP | 4000.00000 4000.00| 8000.00000 8000.00| 7500.00000 7500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 454 | | | 0049 202-03000 LUMP | 6000.00000 6000.00| 4000.00000 4000.00| 13000.00000 13000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 455 | | | 0050 202-03000 LUMP | 5000.00000 5000.00| 9000.00000 9000.00| 12500.00000 12500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 456 | | | 0051 202-03000 LUMP | 2500.00000 2500.00| 9000.00000 9000.00| 8000.00000 8000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 464 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -15 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 32-0289822 |( 6 ) 35-0958970 |CRIDER & CRIDER INC |KOLB GRADING LLC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 202-03000 LUMP | 2300.00000 2300.00| 15000.00000 15000.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 479 | | | 0053 202-03000 LUMP | 6000.00000 6000.00| 3000.00000 3000.00| 7800.00000 7800.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 480 | | | 0054 202-03000 LUMP | 4500.00000 4500.00| 6000.00000 6000.00| 8000.00000 8000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 482 | | | 0055 202-03000 LUMP | 17500.00000 17500.00| 6000.00000 6000.00| 5000.00000 5000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 483 | | | 0056 202-03000 LUMP | 4000.00000 4000.00| 4000.00000 4000.00| 8000.00000 8000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 485 | | | 0057 202-03000 LUMP | 8500.00000 8500.00| 4000.00000 4000.00| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 490 | | | 0058 202-03000 LUMP | 4000.00000 4000.00| 3000.00000 3000.00| 4500.00000 4500.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 491 | | | 0059 202-03000 LUMP | 6000.00000 6000.00| 3000.00000 3000.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 492 | | | 0060 202-03000 LUMP | 8000.00000 8000.00| 5000.00000 5000.00| 8000.00000 8000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 493 | | | 0061 202-03000 LUMP | 2500.00000 2500.00| 4000.00000 4000.00| 250.00000 250.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 497 | | | 0062 202-09957 5.000 EACH | 8000.00000 40000.00| 2500.00000 12500.00| 2500.00000 12500.00 PLUG AND ABANDON OIL OR GAS WELL | | | 0063 202-91385 1.000 EACH | 300.00000 300.00| 1000.00000 1000.00| 800.00000 800.00 INLET, REMOVE | | | 0064 202-91840 12650.000 LFT | 2.00000 25300.00| 1.30000 16445.00| 0.50000 6325.00 FENCE, CHAIN LINK, REMOVE | | | 0065 202-96133 553.000 LFT | 10.00000 5530.00| 15.00000 8295.00| 10.00000 5530.00 PIPE, REMOVE | | | 0066 203-10106 LUMP | 2299823.00000 2299823.00| 2688000.00000 2688000.00| 2700000.00000 2700000.00 AGGREGATE COLUMN | | | 0067 205-09543 400.000 TON | 30.00000 12000.00| 30.00000 12000.00| 31.00000 12400.00 NO 2 STONE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -16 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 32-0289822 |( 6 ) 35-0958970 |CRIDER & CRIDER INC |KOLB GRADING LLC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 205-09952 LUMP | 275000.00000 275000.00| 350000.00000 350000.00| 250000.00000 250000.00 DESIGN BUILD EROSION AND SEDIMENT | | | CONTROL | | | 0069 206-51230 1621.000 CYS | 10.30000 16696.30| 6.00000 9726.00| 10.00000 16210.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0070 206-51235 LUMP | 1.00000 1.00| 0.01000 0.01| 5000.00000 5000.00 COFFERDAM , STR NO 3 | | | 0071 207-08263 182574.000 SYS | 4.25000 775939.50| 3.60000 657266.40| 4.50000 821583.00 SUBGRADE TREATMENT, TYPE IA | | | 0072 207-08265 8580.000 SYS | 3.85000 33033.00| 2.90000 24882.00| 9.00000 77220.00 SUBGRADE TREATMENT, TYPE IIA | | | 0073 207-08267 11592.000 SYS | 7.00000 81144.00| 5.70000 66074.40| 10.00000 115920.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0074 211-02050 4793.000 CYS | 32.00000 153376.00| 27.00000 129411.00| 37.00000 177341.00 B BORROW | | | 0075 211-09264 3108.000 CYS | 32.00000 99456.00| 35.00000 108780.00| 36.00000 111888.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0076 211-09265 9482.000 CYS | 35.00000 331870.00| 36.50000 346093.00| 40.00000 379280.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0077 211-09266 5038.000 CYS | 32.00000 161216.00| 30.00000 151140.00| 37.00000 186406.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0078 214-07202 1678.000 SYS | 8.00000 13424.00| 2.75000 4614.50| 5.00000 8390.00 GEOGRID, TYPE I | | | 0079 215-07043 195908.000 SYS | 2.90000 568133.20| 3.60000 705268.80| 4.20000 822813.60 CHEMICAL MODIFICATION, SOILS | | | 0080 302-07455 59.000 CYS | 60.00000 3540.00| 60.00000 3540.00| 75.00000 4425.00 DENSE GRADED SUBBASE | | | 0081 303-01180 31572.000 TON | 21.00000 663012.00| 21.50000 678798.00| 21.50000 678798.00 COMPACTED AGGREGATE, NO. 53 | | | 0082 303-07449 428.000 TON | 23.00000 9844.00| 25.00000 10700.00| 21.50000 9202.00 COMPACTED AGGREGATE, NO. 73 | | | 0083 304-07489 100.000 TON | 140.00000 14000.00| 200.00000 20000.00| 215.00000 21500.00 HMA PATCHING, TYPE A | | | 0084 306-08599 3187.000 SYS | 2.00000 6374.00| 1.16000 3696.92| 1.86000 5927.82 MILLING ASPHALT, 1/2 IN | | | 0085 401-06264 LUMP | 10000.00000 10000.00| 1500.00000 1500.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0086 401-07321 590.000 TON | 63.00000 37170.00| 76.00000 44840.00| 63.00000 37170.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0087 401-07390 984.000 TON | 53.00000 52152.00| 64.00000 62976.00| 53.00000 52152.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0088 402-07432 1618.000 TON | 60.00000 97080.00| 64.00000 103552.00| 60.00000 97080.00 HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -17 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 32-0289822 |( 6 ) 35-0958970 |CRIDER & CRIDER INC |KOLB GRADING LLC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0089 402-07435 1820.000 TON | 54.00000 98280.00| 57.00000 103740.00| 54.00000 98280.00 HMA INTERMEDIATE, TYPE A | | | 0090 402-07453 1344.000 TON | 61.00000 81984.00| 70.00000 94080.00| 61.00000 81984.00 HMA FOR TEMPORARY PAVEMENT, TYPE | | | 0091 601-01522 4.000 EACH | 2025.00000 8100.00| 2025.00000 8100.00| 1900.00000 7600.00 GUARDRAIL, TRANSITION TYPE TGB | | | 0092 601-02241 459.000 LFT | 5.00000 2295.00| 7.00000 3213.00| 3.00000 1377.00 GUARDRAIL, REMOVE | | | 0093 601-06233 2.000 EACH | 8200.00000 16400.00| 8200.00000 16400.00| 8000.00000 16000.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0094 601-94689 14.000 EACH | 2450.00000 34300.00| 2450.00000 34300.00| 2500.00000 35000.00 GUARDRAIL END TREATMENT, OS | | | 0095 601-99105 3956.250 LFT | 18.00000 71212.50| 18.00000 71212.50| 18.00000 71212.50 GUARDRAIL, W-BEAM, 6 FT 3 IN SPACING | | | 0096 602-06729 18.000 EACH | 15.00000 270.00| 14.00000 252.00| 17.20000 309.60 BARRIER DELINEATOR | | | 0097 603-06040 35227.000 LFT | 5.10000 179657.70| 5.98000 210657.46| 5.30000 186703.10 FENCE, FARM FIELD, 47 IN | | | 0098 609-06259 352.000 SYS | 80.00000 28160.00| 65.00000 22880.00| 85.00000 29920.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0099 610-07486 857.000 TON | 74.00000 63418.00| 77.00000 65989.00| 74.00000 63418.00 HMA FOR APPROACHES, TYPE A | | | 0100 610-07487 352.000 TON | 88.00000 30976.00| 85.50000 30096.00| 88.00000 30976.00 HMA FOR APPROACHES, TYPE B | | | 0101 611-06497 3.000 EACH | 165.00000 495.00| 165.00000 495.00| 140.00000 420.00 MAILBOX ASSEMBLY, SINGLE | | | 0102 615-06490 112.000 EACH | 133.00000 14896.00| 133.00000 14896.00| 130.00000 14560.00 RIGHT OF WAY MARKER | | | 0103 615-06505 19.000 EACH | 600.00000 11400.00| 600.00000 11400.00| 500.00000 9500.00 MONUMENT, B | | | 0104 615-06510 28.000 EACH | 445.00000 12460.00| 445.00000 12460.00| 400.00000 11200.00 MONUMENT, C | | | 0105 615-06527 2.000 EACH | 575.00000 1150.00| 575.00000 1150.00| 450.00000 900.00 MONUMENT, SECTION CORNER | | | 0106 615-06530 10.000 EACH | 700.00000 7000.00| 700.00000 7000.00| 600.00000 6000.00 BENCH MARK POST | | | 0107 616-02320 4502.000 SYS | 6.00000 27012.00| 2.50000 11255.00| 4.00000 18008.00 GEOTEXTILES | | | 0108 616-05688 935.000 TON | 32.00000 29920.00| 35.00000 32725.00| 28.00000 26180.00 RIPRAP, CLASS 1 | | | 0109 616-06405 4041.000 TON | 32.00000 129312.00| 35.00000 141435.00| 30.00000 121230.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -18 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 32-0289822 |( 6 ) 35-0958970 |CRIDER & CRIDER INC |KOLB GRADING LLC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0110 621-01004 4.000 EACH | 1050.00000 4200.00| 1050.00000 4200.00| 1050.00000 4200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0111 621-06545 38.000 TON | 510.00000 19380.00| 510.00000 19380.00| 510.00000 19380.00 FERTILIZER | | | 0112 621-06553 12733.000 LBS | 2.85000 36289.05| 2.85000 36289.05| 2.85000 36289.05 SEED MIXTURE, R | | | 0113 621-06557 5992.000 LBS | 2.00000 11984.00| 2.00000 11984.00| 2.00000 11984.00 SEED MIXTURE, T | | | 0114 621-06565 300.000 TON | 410.00000 123000.00| 410.00000 123000.00| 410.00000 123000.00 MULCHING MATERIAL | | | 0115 621-06567 146.000 kGAL | 1.00000 146.00| 1.00000 146.00| 1.00000 146.00 WATER | | | 0116 621-06574 40216.000 SYS | 2.61000 104963.76| 2.61000 104963.76| 3.15000 126680.40 SODDING | | | 0117 622-52436 27.000 EACH | 44.00000 1188.00| 44.00000 1188.00| 44.00000 1188.00 SIGN, DO NOT MOW OR SPRAY | | | 0118 628-08520 4.000 EACH | 150.00000 600.00| 150.00000 600.00| 170.00000 680.00 CELLULAR TELEPHONE/RADIO | | | 0119 628-08521 112.000 MOS | 25.00000 2800.00| 50.00000 5600.00| 40.00000 4480.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0120 628-09403 28.000 MOS | 100.00000 2800.00| 2500.00000 70000.00| 900.00000 25200.00 FIELD OFFICE, C | | | 0121 628-09407 84.000 MOS | 75.00000 6300.00| 200.00000 16800.00| 46.00000 3864.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 EACH | | | 0122 701-02938 144.000 LFT | 473.61000 68199.84| 520.00000 74880.00| 550.00000 79200.00 CORED HOLE IN ROCK, 24 IN | | | 0123 701-06011 1.000 EACH | 1000.00000 1000.00| 650.00000 650.00| 2000.00000 2000.00 DYNAMIC PILE LOAD TEST | | | 0124 701-08253 14.000 EACH | 500.00000 7000.00| 600.00000 8400.00| 600.00000 8400.00 PILE SLEEVES | | | 0125 701-09557 87.000 LFT | 75.00000 6525.00| 45.00000 3915.00| 70.00000 6090.00 TEST PILE, DYNAMIC, PRODUCTION , HP 12 | | | X 74 | | | 0126 701-09559 1.000 EACH | 500.00000 500.00| 650.00000 650.00| 2000.00000 2000.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0127 701-09683 50.000 EACH | 100.00000 5000.00| 100.00000 5000.00| 150.00000 7500.00 PILE SHOE, HP 12 X 74 | | | 0128 701-95780 2238.000 LFT | 65.00000 145470.00| 45.00000 100710.00| 70.00000 156660.00 PILE, STEEL H, HP 12 IN X 74 | | | 0129 702-51005 118.600 CYS | 450.00000 53370.00| 635.00000 75311.00| 400.00000 47440.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -19 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 32-0289822 |( 6 ) 35-0958970 |CRIDER & CRIDER INC |KOLB GRADING LLC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 702-51015 158.300 CYS | 275.00000 43532.50| 205.00000 32451.50| 200.00000 31660.00 CONCRETE, B, FOOTINGS | | | 0131 703-06028 44586.000 LBS | 0.82000 36560.52| 0.80000 35668.80| 0.85000 37898.10 REINFORCING BARS | | | 0132 703-06029 151944.000 LBS | 0.87000 132191.28| 0.85000 129152.40| 0.90000 136749.60 REINFORCING BARS, EPOXY COATED | | | 0133 704-51002 558.600 CYS | 450.00000 251370.00| 400.00000 223440.00| 375.00000 209475.00 CONCRETE, C, SUPERSTRUCTURE | | | 0134 706-05732 4.000 EACH | 1200.00000 4800.00| 1325.00000 5300.00| 1750.00000 7000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0135 706-51020 52.200 CYS | 300.00000 15660.00| 250.00000 13050.00| 500.00000 26100.00 RAILING, CONCRETE, C | | | 0136 707-09848 1076.000 LFT | 335.00000 360460.00| 365.00000 392740.00| 360.00000 387360.00 STRUCTURAL MEMBER, CONCRETE, BULB-T | | | BEAM , 66 IN X 61 IN | | | 0137 709-51821 LUMP | 7000.00000 7000.00| 8480.00000 8480.00| 8480.00000 8480.00 SURFACE SEAL , STR NO 1 | | | 0138 711-51070 16.000 EACH | 150.00000 2400.00| 50.00000 800.00| 125.00000 2000.00 ANCHOR PLATE, AP 1 | | | 0139 714-01633 229.000 LFT | 395.00000 90455.00| 570.00000 130530.00| 385.00000 88165.00 STRUCTURE, PRECAST, RC, BOX SECTION 9FT | | | X 5FT | | | 0140 714-06056 467.000 LFT | 485.00000 226495.00| 675.00000 315225.00| 465.00000 217155.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 11FT X 4FT | | | 0141 714-06279 84.000 LFT | 275.00000 23100.00| 575.00000 48300.00| 280.00000 23520.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 8FTX 3FT | | | 0142 714-06319 412.000 LFT | 810.00000 333720.00| 950.00000 391400.00| 800.00000 329600.00 STRUCTURE, PRECAST, RC BOX SECTION 14FT | | | X 5FT | | | 0143 714-26708 544.000 LFT | 300.00000 163200.00| 500.00000 272000.00| 325.00000 176800.00 STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | | X 4FT | | | 0144 715-02397 2.000 EACH | 1100.00000 2200.00| 2500.00000 5000.00| 2850.00000 5700.00 SAFETY METAL END SECTION, 4:1 36 IN | | | 0145 715-05019 335.000 LFT | 54.00000 18090.00| 120.00000 40200.00| 70.50000 23617.50 PIPE, TYPE 1 CIRCULAR 36 IN | | | 0146 715-05048 71255.000 LFT | 1.70000 121133.50| 2.10000 149635.50| 2.10000 149635.50 PIPE, TYPE 4 CIRCULAR 6 IN | | | 0147 715-05053 7357.000 LFT | 11.00000 80927.00| 10.00000 73570.00| 10.00000 73570.00 PIPE, UNDERDRAIN, OUTLET 6 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -20 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 32-0289822 |( 6 ) 35-0958970 |CRIDER & CRIDER INC |KOLB GRADING LLC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0148 715-05119 60.000 LFT | 33.00000 1980.00| 80.00000 4800.00| 32.00000 1920.00 PIPE, TYPE 1 CIRCULAR 15 IN | | | 0149 715-05123 127.000 LFT | 40.00000 5080.00| 65.00000 8255.00| 47.00000 5969.00 PIPE, TYPE 1 CIRCULAR 24 IN | | | 0150 715-05125 35.000 LFT | 66.00000 2310.00| 82.00000 2870.00| 59.00000 2065.00 PIPE, TYPE 1 CIRCULAR 30 IN | | | 0151 715-05128 385.000 LFT | 85.00000 32725.00| 140.00000 53900.00| 96.00000 36960.00 PIPE, TYPE 1 CIRCULAR 48 IN | | | 0152 715-05136 272.000 LFT | 170.00000 46240.00| 260.00000 70720.00| 161.00000 43792.00 PIPE, TYPE 1 CIRCULAR 72 IN | | | 0153 715-05152 1910.000 LFT | 22.00000 42020.00| 58.00000 110780.00| 27.00000 51570.00 PIPE, TYPE 2 CIRCULAR 18 IN | | | 0154 715-05169 90.000 LFT | 27.50000 2475.00| 80.00000 7200.00| 30.00000 2700.00 PIPE, TYPE 3 CIRCULAR 15 IN | | | 0155 715-05172 40.000 LFT | 51.50000 2060.00| 72.00000 2880.00| 39.00000 1560.00 PIPE, TYPE 3 CIRCULAR 21 IN | | | 0156 715-05173 160.000 LFT | 35.00000 5600.00| 65.00000 10400.00| 53.00000 8480.00 PIPE, TYPE 3 CIRCULAR 24 IN | | | 0157 715-06004 4.000 EACH | 1500.00000 6000.00| 1000.00000 4000.00| 1015.00000 4060.00 CONCRETE ANCHOR, 48 IN | | | 0158 715-06357 2.000 EACH | 1600.00000 3200.00| 2000.00000 4000.00| 1600.00000 3200.00 CONCRETE ANCHOR, 72 IN | | | 0159 715-07667 2.000 EACH | 1600.00000 3200.00| 750.00000 1500.00| 965.00000 1930.00 CONCRETE ANCHOR, 36 IN | | | 0160 715-46005 6.000 EACH | 350.00000 2100.00| 450.00000 2700.00| 360.00000 2160.00 PIPE END SECTION, 15 IN | | | 0161 715-46010 24.000 EACH | 375.00000 9000.00| 475.00000 11400.00| 380.00000 9120.00 PIPE END SECTION, 18 IN | | | 0162 715-46015 2.000 EACH | 450.00000 900.00| 550.00000 1100.00| 400.00000 800.00 PIPE END SECTION, 21 IN | | | 0163 715-46020 10.000 EACH | 500.00000 5000.00| 625.00000 6250.00| 610.00000 6100.00 PIPE END SECTION, 24 IN | | | 0164 715-46030 2.000 EACH | 850.00000 1700.00| 800.00000 1600.00| 685.00000 1370.00 PIPE END SECTION, 30 IN | | | 0165 718-06528 103.000 EACH | 380.00000 39140.00| 515.00000 53045.00| 515.00000 53045.00 OUTLET PROTECTOR, 1 | | | 0166 718-06532 6500.000 LFT | 0.85000 5525.00| 0.60000 3900.00| 0.85000 5525.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0167 718-52610 6400.000 CYS | 33.00000 211200.00| 34.00000 217600.00| 34.00000 217600.00 AGGREGATE FOR UNDERDRAINS | | | 0168 718-99153 72373.000 SYS | 0.85000 61517.05| 0.75000 54279.75| 0.75000 54279.75 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -21 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 32-0289822 |( 6 ) 35-0958970 |CRIDER & CRIDER INC |KOLB GRADING LLC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0169 720-45069 24.000 EACH | 2000.00000 48000.00| 1500.00000 36000.00| 1425.00000 34200.00 INLET, P12 | | | 0170 723-06660 1746.000 SFT | 1.00000 1746.00| 53.50000 93411.00| 70.00000 122220.00 WINGWALL | | | 0171 723-07056 186.000 LFT | 2700.00000 502200.00| 2350.00000 437100.00| 2500.00000 465000.00 STRUCTURE, PRECAST THREE-SIDED, 384 IN | | | X 120 IN | | | 0172 723-07068 272.000 LFT | 1400.00000 380800.00| 1470.00000 399840.00| 1500.00000 408000.00 STRUCTURE, PRECAST THREE-SIDED, 240 IN | | | X 84 IN | | | 0173 731-93945 9043.000 SFT | 11.80000 106707.40| 15.00000 135645.00| 17.00000 153731.00 FACE PANELS, CONCRETE | | | 0174 731-93946 9043.000 SFT | 8.00000 72344.00| 7.00000 63301.00| 5.00000 45215.00 WALL ERECTION | | | 0175 731-93947 573.000 LFT | 25.00000 14325.00| 18.00000 10314.00| 25.00000 14325.00 LEVELING PAD, CONCRETE | | | 0176 801-03290 3.000 EACH | 250.00000 750.00| 275.00000 825.00| 395.00000 1185.00 CONSTRUCTION SIGN, C | | | 0177 801-06207 19397.000 LFT | 0.95000 18427.15| 0.90000 17457.30| 0.95000 18427.15 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN | | | 0178 801-06209 18310.000 LFT | 1.18000 21605.80| 1.35000 24718.50| 1.18000 21605.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 6 IN | | | 0179 801-06577 44.000 LFT | 5.70000 250.80| 5.60000 246.40| 5.70000 250.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24" | | | 0180 801-06625 22.000 EACH | 120.00000 2640.00| 125.00000 2750.00| 125.00000 2750.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0181 801-06640 31.000 EACH | 175.00000 5425.00| 185.00000 5735.00| 345.00000 10695.00 CONSTRUCTION SIGN, A | | | 0182 801-06645 30.000 EACH | 140.00000 4200.00| 60.00000 1800.00| 120.00000 3600.00 CONSTRUCTION SIGN, B | | | 0183 801-06775 LUMP | 170000.00000 170000.00| 50000.00000 50000.00| 150000.00000 150000.00 MAINTAINING TRAFFIC | | | 0184 801-07023 1.000 EACH | 4800.00000 4800.00| 2600.00000 2600.00| 6842.17000 6842.17 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0185 801-07118 40.000 LFT | 15.00000 600.00| 25.00000 1000.00| 18.50000 740.00 BARRICADE, III-A | | | 0186 801-08401 189.000 LFT | 50.00000 9450.00| 30.00000 5670.00| 49.62000 9378.18 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0187 802-04893 14.000 EACH | 180.00000 2520.00| 252.00000 3528.00| 180.00000 2520.00 REFERENCE POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -22 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 32-0289822 |( 6 ) 35-0958970 |CRIDER & CRIDER INC |KOLB GRADING LLC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0188 802-05701 296.000 LFT | 14.40000 4262.40| 23.50000 6956.00| 14.40000 4262.40 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0189 802-05702 74.000 LFT | 14.00000 1036.00| 23.00000 1702.00| 14.00000 1036.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | 0190 802-07057 926.500 SFT | 20.00000 18530.00| 17.50000 16213.75| 20.00000 18530.00 SIGN, PANEL, WITH LEGEND | | | 0191 802-07151 2.000 EACH | 400.00000 800.00| 790.00000 1580.00| 400.00000 800.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0192 802-07153 3.000 EACH | 410.00000 1230.00| 834.00000 2502.00| 410.00000 1230.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0193 802-07154 4.000 EACH | 420.00000 1680.00| 834.00000 3336.00| 420.00000 1680.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0194 802-09838 148.690 SFT | 18.00000 2676.42| 37.50000 5575.88| 18.00000 2676.42 SIGN, SHEET, WITH LEGEND 0.080" | | | 0195 802-09840 65.500 SFT | 20.00000 1310.00| 38.00000 2489.00| 20.00000 1310.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0196 802-76095 4179.000 LBS | 3.80000 15880.20| 2.80000 11701.20| 3.80000 15880.20 STRUCTURAL STEEL, BREAKAWAY | | | 0197 808-06716 5691.000 LFT | 0.65000 3699.15| 0.70000 3983.70| 0.65000 3699.15 LINE, REMOVE | | | 0198 808-09381 LUMP | 1200.00000 1200.00| 1200.00000 1200.00| 1500.00000 1500.00 RETRO-REFLECTIVITY TESTING | | | 0199 808-75998 521.000 EACH | 19.95000 10393.95| 19.00000 9899.00| 22.25000 11592.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 12,875,383.97| $ 13,996,392.48| $ 14,174,135.01 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 NEW ROAD AND BRIDGE CONSTRUCTION ADMIN ITEMS | | | 0200 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0201 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0202 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0203 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 161 -23 TABULATION OF BIDS CALL ORDER : 161 CONTRACT ID : IR-33042-A COUNTIES : PIKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 32-0289822 |( 6 ) 35-0958970 |CRIDER & CRIDER INC |KOLB GRADING LLC |LUTGRING BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0204 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0205 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0206 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0207 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | 0208 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0209 628-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | SECTION TOTALS | $ 10.00| $ 10.00| $ 10.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 21,421,497.62| $ 21,993,505.86| $ 23,709,299.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -1 VENDOR RANKING CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 08/31/12 LOCATION : ON US 41 FROM NORTH OF RIDGE ROAD TO LITTLE CALUMET PROJECT(S) : 0194025 RIVER 0194025 1006006 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 10,411,882.36 100.0000% 2 35-1035114 SUPERIOR CONSTRUCTION CO $ 10,592,283.65 101.7326% 3 36-2231526 WALSH CONSTRUCTION COMPANY $ 10,593,823.22 101.7474% 4 35-1068009 DYER CONSTRUCTION CO $ 11,137,760.35 106.9716% 5 36-2364802 HASSE CONSTRUCTION CO INC $ 11,977,000.00 115.0320% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -2 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH CONSTRUCTION COMPANY 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 | 107000.00000 107000.00| 50000.00000 50000.00| 447527.17000 447527.17 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 520594.11000 520594.11| 500000.00000 500000.00| 529691.00000 529691.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-01015 LUMP | 104118.82000 104118.82| 1.00000 1.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | | 0012 201-52370 LUMP | 104118.82000 104118.82| 100000.00000 100000.00| 105938.00000 105938.00 CLEARING RIGHT OF WAY | | | 0013 202-02240 17315.800 m2 | 12.97000 224585.93| 13.00000 225105.40| 9.22000 159651.68 PAVEMENT REMOVAL | | | 0014 202-02273 1000.000 m2 | 19.80000 19800.00| 10.00000 10000.00| 9.31000 9310.00 CENTER CURB, CONCRETE, REMOVE | | | 0015 202-02278 792.500 m | 19.40000 15374.50| 2.00000 1585.00| 17.15000 13591.38 CURB, CONCRETE, REMOVE | | | 0019 202-51330 LUMP | 241200.00000 241200.00| 175000.00000 175000.00| 250000.00000 250000.00 PRESENT STRUCTURE, REMOVE | | | 0020 202-52710 447.800 m2 | 15.10000 6761.78| 3.00000 1343.40| 11.05000 4948.19 SIDEWALK, CONCRETE, REMOVE | | | 0021 203-02000 48100.000 m3 | 16.55000 796055.00| 10.50000 505050.00| 10.69000 514189.00 EXCAVATION, COMMON | | | 0022 205-06930 2.400 Mg | 145.57000 349.37| 120.00000 288.00| 711.61000 1707.86 SPLASHPAD, RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -3 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0023 205-06932 9.900 m | 79.00000 782.10| 79.00000 782.10| 166.51000 1648.45 TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06933 8.000 EACH | 250.00000 2000.00| 150.00000 1200.00| 268.09000 2144.72 TEMP DITCH INLET PROTECTION | | | 0025 205-06937 2288.600 m | 5.50000 12587.30| 5.47000 12518.64| 5.48000 12541.53 TEMPORARY SILT FENCE | | | 0026 205-06938 16.200 m | 160.00000 2592.00| 165.00000 2673.00| 79.21000 1283.20 TEMPORARY SLOPE DRAIN | | | 0027 205-09543 250.000 Mg | 40.29000 10072.50| 30.00000 7500.00| 25.77000 6442.50 NO 2 STONE | | | 0028 207-08263 26409.600 m2 | 7.55000 199392.48| 5.56000 146837.38| 6.32000 166908.67 SUBGRADE TREATMENT, TYPE IA | | | 0029 207-08267 2079.700 m2 | 18.94000 39389.52| 20.00000 41594.00| 10.71000 22273.59 SUBGRADE TREATMENT, TYPE IIIA | | | 0030 210-08591 LUMP | 594500.00000 594500.00| 315000.00000 315000.00| 650000.00000 650000.00 PUMP CENTRIFUGAL PUMPS AND CONTROLS | | | 0031 211-02050 16285.000 m3 | 1.00000 16285.00| 13.00000 211705.00| 24.10000 392468.50 B BORROW | | | 0032 211-09264 4355.000 m3 | 0.10000 435.50| 33.00000 143715.00| 23.07000 100469.85 STRUCTURAL BACKFILL, TYPE 1 | | | 0033 211-09265 224.100 m3 | 58.98000 13217.42| 34.00000 7619.40| 35.64000 7986.92 STRUCTURAL BACKFILL, TYPE 2 | | | 0034 211-09266 28.100 m3 | 30.80000 865.48| 46.00000 1292.60| 0.01000 0.28 STRUCTURAL BACKFILL, TYPE 3 | | | 0035 211-09268 810.000 m3 | 150.00000 121500.00| 38.00000 30780.00| 111.62000 90412.20 STRUCTURAL BACKFILL, TYPE 5 | | | 0036 213-09270 266.000 m3 | 155.50000 41363.00| 150.00000 39900.00| 109.37000 29092.42 FLOWABLE BACKFILL, REMOVABLE | | | 0037 301-07448 527.900 Mg | 37.15000 19611.49| 19.00000 10030.10| 25.81000 13625.10 COMPACTED AGGREGATE, NO. 53, BASE | | | 0038 306-08043 768.400 m2 | 5.25000 4034.10| 4.56000 3503.90| 4.45000 3419.38 MILLING, TRANSITION | | | 0040 401-07335 2124.600 Mg | 100.15000 212778.69| 79.00000 167843.40| 79.00000 167843.40 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0041 401-07404 3425.600 Mg | 78.10000 267539.36| 58.50000 200397.60| 58.50000 200397.60 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0042 401-07409 12709.200 Mg | 55.00000 699006.00| 56.50000 718069.80| 56.50000 718069.80 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0043 401-07430 7381.100 Mg | 62.00000 457628.20| 51.00000 376436.10| 51.00000 376436.10 QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 25. | | | 0 mm | | | 0044 402-07432 53.500 Mg | 106.50000 5697.75| 110.00000 5885.00| 110.00000 5885.00 HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -4 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0045 402-07435 77.000 Mg | 82.00000 6314.00| 88.00000 6776.00| 88.00000 6776.00 HMA INTERMEDIATE, TYPE A | | | 0046 402-07453 537.600 Mg | 87.15000 46851.84| 85.00000 45696.00| 85.00000 45696.00 HMA FOR TEMPORARY PAVEMENT, TYPE | | | 0047 406-05520 24.000 Mg | 410.00000 9840.00| 800.00000 19200.00| 800.00000 19200.00 ASPHALT FOR TACK COAT | | | 0048 601-02241 844.000 m | 9.25000 7807.00| 9.00000 7596.00| 9.25000 7807.00 GUARDRAIL, REMOVE | | | 0049 601-06854 2.000 EACH | 2500.00000 5000.00| 3000.00000 6000.00| 2500.00000 5000.00 GUARDRAIL, W-BEAM, NESTED | | | 0050 601-94689 4.000 EACH | 2900.00000 11600.00| 2800.00000 11200.00| 2900.00000 11600.00 GUARDRAIL END TREATMENT, OS | | | 0051 601-99105 7.600 m | 120.00000 912.00| 70.00000 532.00| 120.00000 912.00 GUARDRAIL, W-BEAM, 1.905 m SPACING | | | 0052 603-04847 1.000 EACH | 1800.00000 1800.00| 2200.00000 2200.00| 1800.00000 1800.00 FENCE GATE, CHAIN LINK, 1830MM X 7.72 M | | | 0053 603-92636 362.000 m | 80.00000 28960.00| 85.00000 30770.00| 80.00000 28960.00 FENCE, CHAIN LINK, 1830 mm | | | 0054 604-07901 27.300 m2 | 150.00000 4095.00| 186.00000 5077.80| 104.72000 2858.86 CURB RAMP, CONCRETE, G | | | 0055 604-91531 3159.600 m2 | 46.75000 147711.30| 36.50000 115325.40| 35.16000 111091.54 SIDEWALK, CONCRETE, 100 mm | | | 0056 605-06120 176.000 m | 77.70000 13675.20| 50.00000 8800.00| 69.82000 12288.32 CURB, CONCRETE | | | 0057 605-06140 2228.200 m | 43.60000 97149.52| 52.00000 115866.40| 45.69000 101806.46 CURB AND GUTTER, CONCRETE | | | 0058 605-06255 429.800 m2 | 65.15000 28001.47| 107.00000 45988.60| 118.07000 50746.49 CENTER CURB, D, CONCRETE | | | 0059 610-07487 113.300 Mg | 117.50000 13312.75| 105.00000 11896.50| 105.00000 11896.50 HMA FOR APPROACHES, TYPE B | | | 0060 610-09108 1607.500 m2 | 65.85000 105853.88| 55.00000 88412.50| 65.71000 105628.83 PCCP FOR APPROACHES, 225 mm | | | 0061 615-06490 21.000 EACH | 150.00000 3150.00| 145.00000 3045.00| 150.00000 3150.00 RIGHT OF WAY MARKER | | | 0062 615-06505 9.000 EACH | 700.00000 6300.00| 800.00000 7200.00| 700.00000 6300.00 MONUMENT, B | | | 0063 615-06510 2.000 EACH | 500.00000 1000.00| 600.00000 1200.00| 500.00000 1000.00 MONUMENT, C | | | 0064 616-02320 747.000 m2 | 2.00000 1494.00| 1.80000 1344.60| 2.07000 1546.29 GEOTEXTILES | | | 0065 616-06405 328.000 Mg | 46.40000 15219.20| 40.00000 13120.00| 50.76000 16649.28 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -5 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0066 621-01004 5.000 EACH | 475.00000 2375.00| 475.00000 2375.00| 475.00000 2375.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-06545 1.500 Mg | 1428.00000 2142.00| 1428.00000 2142.00| 1428.00000 2142.00 FERTILIZER | | | 0068 621-06554 278.400 kg | 8.22000 2288.45| 8.22000 2288.45| 8.22000 2288.45 SEED MIXTURE, U | | | 0069 621-06557 232.800 kg | 6.15000 1431.72| 6.15000 1431.72| 6.15000 1431.72 SEED MIXTURE, T | | | 0070 621-06565 7.600 Mg | 500.00000 3800.00| 500.00000 3800.00| 500.00000 3800.00 MULCHING MATERIAL | | | 0071 621-06567 204.100 kL | 1.00000 204.10| 1.00000 204.10| 1.00000 204.10 WATER | | | 0072 621-06575 11341.000 m2 | 5.32000 60334.12| 4.04000 45817.64| 4.04000 45817.64 SODDING, NURSERY | | | 0073 621-90853 1.000 EACH | 7273.12000 7273.12| 5300.00000 5300.00| 6672.35000 6672.35 TAPPING SLEEVE WITH VALVE , STAINLESS | | | STEEL, VALVE W/ BOX, 10" | | | 0074 621-90853 1.000 EACH | 6115.78000 6115.78| 4020.00000 4020.00| 6860.35000 6860.35 TAPPING SLEEVE WITH VALVE , STAINLESS | | | STEEL, VALVE W/ BOX, 8" | | | 0075 625-09373 250.000 m3 | 368.07000 92017.50| 165.00000 41250.00| 218.94000 54735.00 GABIONS, METALLIC COATED | | | 0076 702-51015 103.900 m3 | 482.93000 50176.43| 400.00000 41560.00| 400.00000 41560.00 CONCRETE, B, FOOTINGS | | | 0077 702-93722 901.000 m3 | 628.24000 566044.24| 1100.00000 991100.00| 650.00000 585650.00 CONCRETE, C | | | 0078 703-06028 218113.000 kg | 1.87000 407871.31| 2.00000 436226.00| 1.63000 355524.19 REINFORCING BARS | | | 0079 703-51032 9701.000 kg | 2.61000 25319.61| 2.70000 26192.70| 2.26000 21924.26 REINFORCING STEEL, EPOXY COATED | | | 0080 714-08514 102.800 m2 | 10.00000 1028.00| 400.00000 41120.00| 545.00000 56026.00 WINGWALL | | | 0081 714-44240 85.600 m3 | 896.50000 76740.40| 1000.00000 85600.00| 950.00000 81320.00 CONCRETE, A, STRUCTURES | | | 0082 715-04836 5.000 EACH | 2050.00000 10250.00| 1990.00000 9950.00| 2079.21000 10396.05 GATE VALVE | | | 0083 715-05019 103.000 m | 225.95000 23272.85| 186.00000 19158.00| 229.06000 23593.18 PIPE, TYPE 1 CIRCULAR 900 mm | | | 0084 715-05024 674.700 m | 231.35000 156091.85| 179.00000 120771.30| 212.57000 143420.98 PIPE, TYPE 2 CIRCULAR 900 mm | | | 0085 715-05048 1509.300 m | 27.94000 42169.84| 31.50000 47542.95| 11.20000 16904.16 PIPE, TYPE 4 CIRCULAR 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -6 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0086 715-05123 21.800 m | 178.65000 3894.57| 152.00000 3313.60| 137.48000 2997.06 PIPE, TYPE 1 CIRCULAR 600 mm | | | 0087 715-05149 325.000 m | 124.22000 40371.50| 81.00000 26325.00| 104.95000 34108.75 PIPE, TYPE 2 CIRCULAR 300 mm | | | 0088 715-05151 116.300 m | 128.70000 14967.81| 101.00000 11746.30| 86.90000 10106.47 PIPE, TYPE 2 CIRCULAR 375 mm | | | 0089 715-05152 318.800 m | 147.01000 46866.79| 90.40000 28819.52| 103.50000 32995.80 PIPE, TYPE 2 CIRCULAR 450 mm | | | 0090 715-05154 96.000 m | 175.20000 16819.20| 132.00000 12672.00| 116.71000 11204.16 PIPE, TYPE 2 CIRCULAR 600 mm | | | 0091 715-05155 6.000 m | 311.87000 1871.22| 257.00000 1542.00| 22.73000 136.38 PIPE, TYPE 2 CIRCULAR 675 mm | | | 0092 715-05156 279.500 m | 218.40000 61042.80| 138.00000 38571.00| 219.33000 61302.74 PIPE, TYPE 2 CIRCULAR 750 mm | | | 0093 715-06513 38.200 m | 458.40000 17510.88| 370.00000 14134.00| 279.50000 10676.90 PIPE, RCP, II, DO3=50, 1200 mm | | | 0094 715-08283 25.300 m2 | 198.70000 5027.11| 100.00000 2530.00| 124.06000 3138.72 PCCP FOR STRUCTURE INSTALLATION (DRIVES | | | 0095 715-08305 30.000 Mg | 133.60000 4008.00| 160.00000 4800.00| 160.00000 4800.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0096 715-09064 1307.500 m | 4.27000 5583.03| 3.40000 4445.50| 4.10000 5360.75 VIDEO INSPECTION FOR PIPE | | | 0097 715-09093 20.000 m | 285.85000 5717.00| 265.00000 5300.00| 213.07000 4261.40 SEWER , STORM SEWER, PVC, AWWA C905, 15 | | | 0098 715-46005 1.000 EACH | 625.00000 625.00| 654.00000 654.00| 336.73000 336.73 PIPE END SECTION, 375 mm | | | 0099 715-46040 2.000 EACH | 920.00000 1840.00| 1440.00000 2880.00| 816.22000 1632.44 PIPE END SECTION, 900 mm | | | 0100 715-90052 LUMP | 954500.00000 954500.00| 1925000.00000 1925000.00| 1200000.00000 1200000.00 LIFT STATION , CONTROL BUILDING AND | | | DISCHARGE STR | | | 0101 715-97695 3.000 EACH | 9545.00000 28635.00| 11400.00000 34200.00| 8913.86000 26741.58 GRATED BOX END SECTION,, I, 3:1, 1200 m | | | 0102 715-98961 202.000 m | 2311.25000 466872.50| 2460.00000 496920.00| 2159.85000 436289.70 FORCE MAIN STORM WATER, 1200 mm | | | 0103 715-98961 2.000 m | 341.95000 683.90| 497.00000 994.00| 210.75000 421.50 FORCE MAIN STORM WATER, 200 mm | | | 0104 715-98961 5.000 m | 1874.25000 9371.25| 2360.00000 11800.00| 1652.67000 8263.35 FORCE MAIN STORM WATER, 600 mm | | | 0105 715-98961 12.000 m | 9465.59000 113587.08| 12300.00000 147600.00| 10144.48000 121733.76 FORCE MAIN STORM WATER, 900 mm | | | 0106 716-01382 1.000 EACH | 4430.00000 4430.00| 9675.00000 9675.00| 14638.22000 14638.22 AIR RELEASE VALVE , AND STRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -7 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0107 718-06532 1000.000 m | 4.10000 4100.00| 1.40000 1400.00| 2.79000 2790.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0108 718-52610 341.100 m3 | 48.74000 16625.21| 38.50000 13132.35| 45.48000 15513.23 AGGREGATE FOR UNDERDRAINS | | | 0109 718-99153 4875.000 m2 | 0.68000 3315.00| 0.80000 3900.00| 1.92000 9360.00 GEOTEXTILES FOR UNDERDRAIN | | | 0110 720-44000 13.000 EACH | 775.00000 10075.00| 370.00000 4810.00| 183.83000 2389.79 CASTING, ADJUST TO GRADE | | | 0111 720-45030 1.000 EACH | 1028.60000 1028.60| 1080.00000 1080.00| 1490.43000 1490.43 INLET, E7 | | | 0112 720-45075 3.000 EACH | 1705.45000 5116.35| 1610.00000 4830.00| 2040.44000 6121.32 INLET, R13 | | | 0113 720-45410 12.000 EACH | 2039.63000 24475.56| 2120.00000 25440.00| 2195.80000 26349.60 MANHOLE, C4 | | | 0114 720-45605 21.500 m | 1592.00000 34228.00| 475.00000 10212.50| 230.02000 4945.43 STRUCTURE, MANHOLE, RECONSTRUCTED | | | 0115 720-90984 1.000 EACH | 1800.00000 1800.00| 2360.00000 2360.00| 2474.39000 2474.39 MANHOLE, C2 | | | 0116 720-93501 1.000 EACH | 8300.00000 8300.00| 8230.00000 8230.00| 7485.76000 7485.76 MANHOLE, L4 | | | 0117 720-94612 3.000 EACH | 7320.00000 21960.00| 5520.00000 16560.00| 7230.68000 21692.04 MANHOLE, K4 | | | 0118 720-95422 19.000 EACH | 4270.00000 81130.00| 4020.00000 76380.00| 4046.68000 76886.92 MANHOLE, J4 | | | 0119 720-96999 4.000 EACH | 4415.00000 17660.00| 4690.00000 18760.00| 3743.41000 14973.64 FIRE HYDRANT ASSEMBLY | | | 0120 720-96999 1.000 EACH | 1440.00000 1440.00| 777.00000 777.00| 1034.00000 1034.00 FIRE HYDRANT ASSEMBLY , REMOVE | | | 0121 720-98174 30.000 EACH | 1860.00000 55800.00| 2030.00000 60900.00| 1900.29000 57008.70 INLET, B15 | | | 0122 720-98555 9.000 EACH | 1590.00000 14310.00| 2030.00000 18270.00| 2228.43000 20055.87 INLET, C15 | | | 0123 723-07593 38.400 m | 7660.00000 294144.00| 4000.00000 153600.00| 5180.41000 198927.74 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 3150 mm | | | 0124 732-04964 640.000 m | 230.20000 147328.00| 164.00000 104960.00| 292.90000 187456.00 WATER MAIN , D.I. W/ POLYEHTYLENE WRAP, | | | PC 350, 10" | | | 0125 732-07264 660.000 kg | 16.80000 11088.00| 18.00000 11880.00| 36.90000 24354.00 FITTINGS COMPACT PIPE FITTINGS, D.I., | | | MJ RESTRAIN | | | 0126 732-08419 28.500 m2 | 133.34000 3800.19| 133.34000 3800.19| 133.34000 3800.19 MODULAR BLOCK WALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -8 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0127 732-08421 28.500 m2 | 231.60000 6600.60| 384.23000 10950.56| 231.60000 6600.60 MODULAR BLOCK WALL ERECTION | | | 0128 732-08564 1.000 EACH | 10142.28000 10142.28| 8330.00000 8330.00| 13916.85000 13916.85 INSERTION , INSERTION VALVE W/ BOX, D.I | | | , 10" | | | 0129 801-01093 2.000 EACH | 850.00000 1700.00| 850.00000 1700.00| 850.00000 1700.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0130 801-01504 4.000 EACH | 50.00000 200.00| 50.00000 200.00| 50.00000 200.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0131 801-01505 4.000 EACH | 72.00000 288.00| 72.00000 288.00| 72.00000 288.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | (ONLY) | | | 0132 801-03290 2.000 EACH | 155.00000 310.00| 155.00000 310.00| 155.00000 310.00 CONSTRUCTION SIGN, C | | | 0133 801-06203 5442.000 m | 0.49000 2666.58| 0.49000 2666.58| 0.49000 2666.58 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0134 801-06207 4548.000 m | 2.85000 12961.80| 2.85000 12961.80| 2.85000 12961.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0135 801-06211 7.000 EACH | 80.00000 560.00| 80.00000 560.00| 80.00000 560.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0136 801-06212 7.000 EACH | 95.00000 665.00| 95.00000 665.00| 85.00000 595.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, (ONLY) | | | 0137 801-06645 10.000 EACH | 48.00000 480.00| 48.00000 480.00| 48.00000 480.00 CONSTRUCTION SIGN, B | | | 0138 801-06710 360.000 DAY | 5.50000 1980.00| 5.50000 1980.00| 5.50000 1980.00 FLASHING ARROW SIGN | | | 0139 801-06775 LUMP | 99200.00000 99200.00| 50000.00000 50000.00| 85000.00000 85000.00 MAINTAINING TRAFFIC | | | 0140 801-07119 21.600 m | 34.45000 744.12| 34.45000 744.12| 34.45000 744.12 BARRICADE, III-B | | | 0141 801-94295 56.000 EACH | 120.00000 6720.00| 120.00000 6720.00| 75.00000 4200.00 SIGNAL HEAD, RELOCATE | | | 0142 802-05701 56.400 m | 45.92000 2589.89| 45.92000 2589.89| 49.00000 2763.60 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0143 802-09838 17.000 m2 | 161.46000 2744.82| 161.46000 2744.82| 214.00000 3638.00 SIGN, SHEET, WITH LEGEND 2.03mm | | | THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -9 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0144 802-09842 1.300 m2 | 172.22000 223.89| 172.22000 223.89| 270.00000 351.00 SIGN, SHEET, WITH LEGEND 3.18mm | | | THICKNESS | | | 0145 805-01300 2.000 EACH | 2600.00000 5200.00| 2600.00000 5200.00| 1850.00000 3700.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0146 805-01815 4.000 EACH | 2200.00000 8800.00| 2200.00000 8800.00| 2100.00000 8400.00 SIGNAL SUPPORT FOUNDATION, 915 mm X | | | 3658 mm | | | 0147 805-01842 13.000 EACH | 740.00000 9620.00| 740.00000 9620.00| 750.00000 9750.00 HANDHOLE, SIGNAL | | | 0148 805-01844 1797.800 m | 38.21000 68693.94| 38.21000 68693.94| 31.50000 56630.70 CONDUIT STEEL GALVANIZED 50 mm, | | | UNDERGROUND | | | 0149 805-01879 1.000 EACH | 420.00000 420.00| 420.00000 420.00| 530.00000 530.00 SIGNAL SERVICE, INSTALL | | | 0150 805-02152 2.000 EACH | 800.00000 1600.00| 800.00000 1600.00| 730.00000 1460.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 450 mm | | | 0151 805-02328 1100.000 m | 1.31000 1441.00| 1.31000 1441.00| 1.80000 1980.00 SIGNAL CABLE, 1C/14 GA | | | 0152 805-02373 1116.800 m | 8.72000 9738.50| 8.72000 9738.50| 6.40000 7147.52 SIGNAL INTERCONNECT CABLE, FIBER OPTIC | | | 0153 805-03793 4.000 EACH | 260.00000 1040.00| 260.00000 1040.00| 1295.00000 5180.00 DETECTOR CARD RACK AND DETECTOR MODULES | | | 0154 805-08466 1.000 EACH | 520.00000 520.00| 520.00000 520.00| 265.00000 265.00 RADIO ANTENNA, 9db, YAGI | | | 0155 805-08494 1.000 EACH | 3752.00000 3752.00| 3752.00000 3752.00| 3800.00000 3800.00 RADIO SPREAD SPECTRUM | | | 0156 805-09539 12.000 EACH | 400.00000 4800.00| 400.00000 4800.00| 495.00000 5940.00 LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | | 2 CHANNEL | | | 0157 805-78109 2.000 EACH | 13825.00000 27650.00| 13825.00000 27650.00| 15300.00000 30600.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0158 805-78205 9.000 EACH | 850.00000 7650.00| 850.00000 7650.00| 862.00000 7758.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN RED, AMBER, GREEN | | | 0159 805-78215 2.000 EACH | 845.00000 1690.00| 845.00000 1690.00| 780.00000 1560.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0160 805-78230 1.000 EACH | 1130.00000 1130.00| 1130.00000 1130.00| 1320.00000 1320.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -10 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0161 805-78370 2.000 EACH | 145.00000 290.00| 145.00000 290.00| 102.00000 204.00 PEDESTRIAN PUSH BUTTON | | | 0162 805-78415 4.000 EACH | 1520.00000 6080.00| 1520.00000 6080.00| 1620.00000 6480.00 SPAN, CATENARY, AND TETHER | | | 0163 805-78420 4.000 EACH | 310.00000 1240.00| 310.00000 1240.00| 256.00000 1024.00 DISCONNECT HANGER | | | 0164 805-78467 88.800 m | 6.56000 582.53| 6.56000 582.53| 6.54000 580.75 SIGNAL CABLE, 3C 8GA | | | 0165 805-78470 2854.000 m | 1.12000 3196.48| 1.12000 3196.48| 1.20000 3424.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0166 805-78480 222.400 m | 2.30000 511.52| 2.30000 511.52| 2.78000 618.27 SIGNAL CABLE, 3C 14GA | | | 0167 805-78485 378.900 m | 3.28000 1242.79| 3.28000 1242.79| 3.26000 1235.21 SIGNAL CABLE, 5C 14GA | | | 0168 805-78490 378.700 m | 4.33000 1639.77| 4.33000 1639.77| 4.02000 1522.37 SIGNAL CABLE, 7C 14GA | | | 0169 805-78510 2279.700 m | 2.95000 6725.12| 2.95000 6725.12| 3.76000 8571.67 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0170 805-78785 24.000 EACH | 480.00000 11520.00| 480.00000 11520.00| 506.00000 12144.00 SIGNAL DETECTOR HOUSING | | | 0171 805-78795 925.500 m | 29.52000 27320.76| 29.52000 27320.76| 24.74000 22896.87 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0172 805-78900 1.000 EACH | 460.00000 460.00| 460.00000 460.00| 480.00000 480.00 PEDESTAL FOUNDATION, A | | | 0173 805-78925 1.000 EACH | 810.00000 810.00| 810.00000 810.00| 800.00000 800.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0174 805-81032 4.000 EACH | 4700.00000 18800.00| 4700.00000 18800.00| 4300.00000 17200.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0175 805-90005 1.000 EACH | 800.00000 800.00| 800.00000 800.00| 710.00000 710.00 SIGNAL PEDESTAL, 2.7 m | | | 0176 805-92504 4.000 EACH | 270.00000 1080.00| 270.00000 1080.00| 360.00000 1440.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0177 808-06701 644.000 m | 1.31000 843.64| 1.31000 843.64| 1.31000 843.64 LINE, THERMOPLASTIC, BROKEN, WHITE, 100 | | | mm | | | 0178 808-06703 495.000 m | 1.31000 648.45| 1.31000 648.45| 1.31000 648.45 LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | 0179 808-06716 1421.300 m | 0.85000 1208.11| 0.85000 1208.11| 0.85000 1208.11 LINE, REMOVE | | | 0180 808-09381 LUMP | 1171.00000 1171.00| 1171.00000 1171.00| 1171.00000 1171.00 RETRO-REFLECTIVITY TESTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -11 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0181 808-75043 72.000 m | 0.49000 35.28| 0.49000 35.28| 0.49000 35.28 LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0182 808-75054 274.000 m | 6.76000 1852.24| 6.76000 1852.24| 6.76000 1852.24 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0183 808-75059 69.000 m | 6.76000 466.44| 6.76000 466.44| 6.76000 466.44 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0184 808-75063 69.000 m | 6.76000 466.44| 6.76000 466.44| 6.76000 466.44 LINE, PREFORMED PLASTIC, BROKEN, YELLOW | | | 100 mm | | | 0185 808-75240 385.000 m | 1.31000 504.35| 1.31000 504.35| 1.31000 504.35 LINE, THERMOPLASTIC, BROKEN, YELLOW 100 | | | mm | | | 0186 808-75245 3274.000 m | 1.31000 4288.94| 1.31000 4288.94| 1.31000 4288.94 LINE, THERMOPLASTIC, SOLID, YELLOW,100 | | | mm | | | 0187 808-75297 110.000 m | 12.46000 1370.60| 12.46000 1370.60| 12.46000 1370.60 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 600 mm | | | 0188 808-75320 25.000 EACH | 67.00000 1675.00| 67.00000 1675.00| 67.00000 1675.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0189 808-75325 21.000 EACH | 95.00000 1995.00| 95.00000 1995.00| 95.00000 1995.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | (ONLY) | | | 0190 808-75998 155.000 EACH | 20.23000 3135.65| 20.23000 3135.65| 20.23000 3135.65 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0191 628-09403 23.000 MOS | 3040.00000 69920.00| 1350.00000 31050.00| 2344.13000 53914.99 FIELD OFFICE, C | | | 0192 628-08520 4.000 EACH | 95.00000 380.00| 25.00000 100.00| 150.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0193 628-08521 92.000 MOS | 65.00000 5980.00| 75.00000 6900.00| 80.00000 7360.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0194 628-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0195 628-09407 20.000 MOS | 240.00000 4800.00| 50.00000 1000.00| 150.00000 3000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0196 808-75996 155.000 EACH | 4.80000 744.00| 4.80000 744.00| 4.00000 620.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -12 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0197 202-74045 20.000 EACH | 45.00000 900.00| 45.00000 900.00| 50.00000 1000.00 SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | | 0198 801-06640 50.000 EACH | 142.00000 7100.00| 142.00000 7100.00| 142.00000 7100.00 CONSTRUCTION SIGN, A | | | 0199 801-06218 100.000 m | 15.00000 1500.00| 15.00000 1500.00| 15.00000 1500.00 TEMPORARY TRANSVERSE PAVEMENT MARKING | | | REMOVABLE 600 mm | | | 0200 808-06368 100.000 m | 2.55000 255.00| 2.55000 255.00| 2.55000 255.00 TRANSVERSE MARKING, REMOVE | | | 0201 808-01428 100.000 m | 7.91000 791.00| 7.91000 791.00| 7.91000 791.00 TEMPORARY TRANSVERSE MARKINGS, WHITE, | | | STOP LINE, 600 mm | | | 0202 204-02290 22.000 EACH | 1065.00000 23430.00| 325.00000 7150.00| 751.77000 16538.94 SETTLEMENT PLATE | | | 0203 204-08415 90.000 EACH | 12.00000 1080.00| 90.00000 8100.00| 372.51000 33525.90 STAKE, SETTLEMENT | | | 0204 205-06934 10.000 Mg | 469.00000 4690.00| 469.00000 4690.00| 469.00000 4690.00 TEMPORARY MULCHING | | | 0205 207-08266 692.000 m2 | 5.75000 3979.00| 1.00000 692.00| 2.55000 1764.60 SUBGRADE TREATMENT, TYPE III | | | 0206 808-75994 20.000 EACH | 5.50000 110.00| 5.50000 110.00| 5.50000 110.00 PRISMATIC REFLECTOR | | | 0207 801-09133 2.000 EACH | 7000.00000 14000.00| 7000.00000 14000.00| 7000.00000 14000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0208 203-02070 18700.000 m3 | 1.00000 18700.00| 0.01000 187.00| 0.01000 187.00 BORROW | | | 0209 805-02087 LUMP | 720.00000 720.00| 720.00000 720.00| 980.00000 980.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0210 202-91840 140.000 m | 6.00000 840.00| 14.00000 1960.00| 6.00000 840.00 FENCE, CHAIN LINK, REMOVE | | | 0211 213-09269 215.000 m3 | 177.00000 38055.00| 100.00000 21500.00| 135.32000 29093.80 FLOWABLE BACKFILL, NON-REMOVABLE | | | 0212 603-06045 140.000 m | 56.00000 7840.00| 47.00000 6580.00| 56.00000 7840.00 FENCE, CHAIN LINK, 1220 mm | | | 0213 715-03025 10.000 EACH | 5493.39000 54933.90| 4620.00000 46200.00| 5144.64000 51446.40 SANITARY MANHOLE , PCC, 1200mm | | | 0214 715-03025 5.000 EACH | 4105.91000 20529.55| 3450.00000 17250.00| 5741.76000 28708.80 SANITARY MANHOLE , PCC, 1500mm | | | 0215 715-04612 610.000 m | 249.98000 152487.80| 269.00000 164090.00| 258.69000 157800.90 PIPE , SANITARY SEWER, PVC, SDR 26, | | | 375mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -13 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( 3 ) 36-2231526 |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0216 715-04612 201.000 m | 217.37000 43691.37| 283.00000 56883.00| 272.05000 54682.05 PIPE . SANITARY SEWER, RCP, CLASS III, | | | 675mm | | | 0217 715-04612 46.000 m | 239.26000 11005.96| 376.00000 17296.00| 396.24000 18227.04 PIPE , SANITARY SEWER, RCP, CLASS IV, | | | 675mm | | | 0218 801-04308 2.000 EACH | 375.00000 750.00| 375.00000 750.00| 375.00000 750.00 ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 10,411,882.36| $ 10,592,283.65| $ 10,593,823.22 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 10,411,882.36| $ 10,592,283.65| $ 10,593,823.22 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -14 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 36-2364802 |( ) |DYER CONSTRUCTION CO |HASSE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 50000.00000 50000.00| 393600.36000 393600.36| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 558000.00000 558000.00| 500000.00000 500000.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 201-01015 LUMP | 50449.36000 50449.36| 50000.00000 50000.00| CLEARING AND GRUBBING | | | 0012 201-52370 LUMP | 131055.54000 131055.54| 10000.00000 10000.00| CLEARING RIGHT OF WAY | | | 0013 202-02240 17315.800 m2 | 12.56000 217486.45| 18.04000 312377.03| PAVEMENT REMOVAL | | | 0014 202-02273 1000.000 m2 | 26.34000 26340.00| 16.12000 16120.00| CENTER CURB, CONCRETE, REMOVE | | | 0015 202-02278 792.500 m | 10.67000 8455.98| 13.56000 10746.30| CURB, CONCRETE, REMOVE | | | 0019 202-51330 LUMP | 195000.00000 195000.00| 205000.00000 205000.00| PRESENT STRUCTURE, REMOVE | | | 0020 202-52710 447.800 m2 | 4.12000 1844.94| 7.24000 3242.07| SIDEWALK, CONCRETE, REMOVE | | | 0021 203-02000 48100.000 m3 | 16.39000 788359.00| 14.41000 693121.00| EXCAVATION, COMMON | | | 0022 205-06930 2.400 Mg | 168.84000 405.22| 48.95000 117.48| SPLASHPAD, RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -15 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 36-2364802 |( ) |DYER CONSTRUCTION CO |HASSE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0023 205-06932 9.900 m | 10.00000 99.00| 79.00000 782.10| TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06933 8.000 EACH | 85.00000 680.00| 106.00000 848.00| TEMP DITCH INLET PROTECTION | | | 0025 205-06937 2288.600 m | 7.39000 16912.75| 6.40000 14647.04| TEMPORARY SILT FENCE | | | 0026 205-06938 16.200 m | 94.91000 1537.54| 54.26000 879.01| TEMPORARY SLOPE DRAIN | | | 0027 205-09543 250.000 Mg | 17.50000 4375.00| 29.62000 7405.00| NO 2 STONE | | | 0028 207-08263 26409.600 m2 | 7.73000 204146.21| 8.48000 223953.41| SUBGRADE TREATMENT, TYPE IA | | | 0029 207-08267 2079.700 m2 | 9.58000 19923.53| 14.04000 29198.99| SUBGRADE TREATMENT, TYPE IIIA | | | 0030 210-08591 LUMP | 975000.00000 975000.00| 378000.00000 378000.00| PUMP CENTRIFUGAL PUMPS AND CONTROLS | | | 0031 211-02050 16285.000 m3 | 22.09000 359735.65| 18.12000 295084.20| B BORROW | | | 0032 211-09264 4355.000 m3 | 21.07000 91759.85| 163.69000 712869.95| STRUCTURAL BACKFILL, TYPE 1 | | | 0033 211-09265 224.100 m3 | 17.85000 4000.19| 79.40000 17793.54| STRUCTURAL BACKFILL, TYPE 2 | | | 0034 211-09266 28.100 m3 | 22.31000 626.91| 59.41000 1669.42| STRUCTURAL BACKFILL, TYPE 3 | | | 0035 211-09268 810.000 m3 | 122.82000 99484.20| 112.87000 91424.70| STRUCTURAL BACKFILL, TYPE 5 | | | 0036 213-09270 266.000 m3 | 125.02000 33255.32| 90.27000 24011.82| FLOWABLE BACKFILL, REMOVABLE | | | 0037 301-07448 527.900 Mg | 14.75000 7786.53| 31.84000 16808.34| COMPACTED AGGREGATE, NO. 53, BASE | | | 0038 306-08043 768.400 m2 | 7.67000 5893.63| 6.50000 4994.60| MILLING, TRANSITION | | | 0040 401-07335 2124.600 Mg | 85.00000 180591.00| 79.00000 167843.40| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0041 401-07404 3425.600 Mg | 58.50000 200397.60| 58.50000 200397.60| QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0042 401-07409 12709.200 Mg | 56.50000 718069.80| 56.50000 718069.80| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0043 401-07430 7381.100 Mg | 51.00000 376436.10| 51.00000 376436.10| QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 25. | | | 0 mm | | | 0044 402-07432 53.500 Mg | 110.00000 5885.00| 110.00000 5885.00| HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -16 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 36-2364802 |( ) |DYER CONSTRUCTION CO |HASSE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0045 402-07435 77.000 Mg | 88.00000 6776.00| 88.00000 6776.00| HMA INTERMEDIATE, TYPE A | | | 0046 402-07453 537.600 Mg | 85.00000 45696.00| 85.00000 45696.00| HMA FOR TEMPORARY PAVEMENT, TYPE | | | 0047 406-05520 24.000 Mg | 800.00000 19200.00| 980.00000 23520.00| ASPHALT FOR TACK COAT | | | 0048 601-02241 844.000 m | 9.00000 7596.00| 9.25000 7807.00| GUARDRAIL, REMOVE | | | 0049 601-06854 2.000 EACH | 3000.00000 6000.00| 2500.00000 5000.00| GUARDRAIL, W-BEAM, NESTED | | | 0050 601-94689 4.000 EACH | 2800.00000 11200.00| 2900.00000 11600.00| GUARDRAIL END TREATMENT, OS | | | 0051 601-99105 7.600 m | 70.00000 532.00| 120.00000 912.00| GUARDRAIL, W-BEAM, 1.905 m SPACING | | | 0052 603-04847 1.000 EACH | 2200.00000 2200.00| 1800.00000 1800.00| FENCE GATE, CHAIN LINK, 1830MM X 7.72 M | | | 0053 603-92636 362.000 m | 85.00000 30770.00| 80.00000 28960.00| FENCE, CHAIN LINK, 1830 mm | | | 0054 604-07901 27.300 m2 | 102.00000 2784.60| 106.60000 2910.18| CURB RAMP, CONCRETE, G | | | 0055 604-91531 3159.600 m2 | 34.25000 108216.30| 37.70000 119116.92| SIDEWALK, CONCRETE, 100 mm | | | 0056 605-06120 176.000 m | 68.00000 11968.00| 42.60000 7497.60| CURB, CONCRETE | | | 0057 605-06140 2228.200 m | 44.50000 99154.90| 46.40000 103388.48| CURB AND GUTTER, CONCRETE | | | 0058 605-06255 429.800 m2 | 115.00000 49427.00| 115.20000 49512.96| CENTER CURB, D, CONCRETE | | | 0059 610-07487 113.300 Mg | 108.40000 12281.72| 105.00000 11896.50| HMA FOR APPROACHES, TYPE B | | | 0060 610-09108 1607.500 m2 | 64.00000 102880.00| 60.10000 96610.75| PCCP FOR APPROACHES, 225 mm | | | 0061 615-06490 21.000 EACH | 145.00000 3045.00| 150.00000 3150.00| RIGHT OF WAY MARKER | | | 0062 615-06505 9.000 EACH | 800.00000 7200.00| 700.00000 6300.00| MONUMENT, B | | | 0063 615-06510 2.000 EACH | 600.00000 1200.00| 500.00000 1000.00| MONUMENT, C | | | 0064 616-02320 747.000 m2 | 1.94000 1449.18| 2.50000 1867.50| GEOTEXTILES | | | 0065 616-06405 328.000 Mg | 38.46000 12614.88| 53.02000 17390.56| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -17 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 36-2364802 |( ) |DYER CONSTRUCTION CO |HASSE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0066 621-01004 5.000 EACH | 475.00000 2375.00| 475.00000 2375.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-06545 1.500 Mg | 1428.00000 2142.00| 1428.00000 2142.00| FERTILIZER | | | 0068 621-06554 278.400 kg | 8.22000 2288.45| 8.22000 2288.45| SEED MIXTURE, U | | | 0069 621-06557 232.800 kg | 6.15000 1431.72| 6.15000 1431.72| SEED MIXTURE, T | | | 0070 621-06565 7.600 Mg | 500.00000 3800.00| 500.00000 3800.00| MULCHING MATERIAL | | | 0071 621-06567 204.100 kL | 1.00000 204.10| 10.00000 2041.00| WATER | | | 0072 621-06575 11341.000 m2 | 4.04000 45817.64| 5.32000 60334.12| SODDING, NURSERY | | | 0073 621-90853 1.000 EACH | 5015.51000 5015.51| 4672.00000 4672.00| TAPPING SLEEVE WITH VALVE , STAINLESS | | | STEEL, VALVE W/ BOX, 10" | | | 0074 621-90853 1.000 EACH | 3755.68000 3755.68| 4127.00000 4127.00| TAPPING SLEEVE WITH VALVE , STAINLESS | | | STEEL, VALVE W/ BOX, 8" | | | 0075 625-09373 250.000 m3 | 401.57000 100392.50| 143.06000 35765.00| GABIONS, METALLIC COATED | | | 0076 702-51015 103.900 m3 | 407.27000 42315.35| 326.17000 33889.06| CONCRETE, B, FOOTINGS | | | 0077 702-93722 901.000 m3 | 611.50000 550961.50| 632.02000 569450.02| CONCRETE, C | | | 0078 703-06028 218113.000 kg | 1.90000 414414.70| 1.73000 377335.49| REINFORCING BARS | | | 0079 703-51032 9701.000 kg | 3.50000 33953.50| 2.36000 22894.36| REINFORCING STEEL, EPOXY COATED | | | 0080 714-08514 102.800 m2 | 570.67000 58664.88| 531.03000 54589.88| WINGWALL | | | 0081 714-44240 85.600 m3 | 861.86000 73775.22| 873.25000 74750.20| CONCRETE, A, STRUCTURES | | | 0082 715-04836 5.000 EACH | 8826.10000 44130.50| 2038.44000 10192.20| GATE VALVE | | | 0083 715-05019 103.000 m | 180.74000 18616.22| 156.09000 16077.27| PIPE, TYPE 1 CIRCULAR 900 mm | | | 0084 715-05024 674.700 m | 218.49000 147415.20| 233.69000 157670.64| PIPE, TYPE 2 CIRCULAR 900 mm | | | 0085 715-05048 1509.300 m | 43.47000 65609.27| 30.38000 45852.53| PIPE, TYPE 4 CIRCULAR 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -18 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 36-2364802 |( ) |DYER CONSTRUCTION CO |HASSE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0086 715-05123 21.800 m | 140.81000 3069.66| 134.16000 2924.69| PIPE, TYPE 1 CIRCULAR 600 mm | | | 0087 715-05149 325.000 m | 112.09000 36429.25| 109.74000 35665.50| PIPE, TYPE 2 CIRCULAR 300 mm | | | 0088 715-05151 116.300 m | 134.27000 15615.60| 114.07000 13266.34| PIPE, TYPE 2 CIRCULAR 375 mm | | | 0089 715-05152 318.800 m | 138.37000 44112.36| 120.57000 38437.72| PIPE, TYPE 2 CIRCULAR 450 mm | | | 0090 715-05154 96.000 m | 172.76000 16584.96| 143.96000 13820.16| PIPE, TYPE 2 CIRCULAR 600 mm | | | 0091 715-05155 6.000 m | 182.28000 1093.68| 171.87000 1031.22| PIPE, TYPE 2 CIRCULAR 675 mm | | | 0092 715-05156 279.500 m | 159.48000 44574.66| 206.29000 57658.06| PIPE, TYPE 2 CIRCULAR 750 mm | | | 0093 715-06513 38.200 m | 345.12000 13183.58| 402.48000 15374.74| PIPE, RCP, II, DO3=50, 1200 mm | | | 0094 715-08283 25.300 m2 | 170.00000 4301.00| 102.77000 2600.08| PCCP FOR STRUCTURE INSTALLATION (DRIVES | | | 0095 715-08305 30.000 Mg | 160.00000 4800.00| 160.00000 4800.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0096 715-09064 1307.500 m | 4.92000 6432.90| 4.92000 6432.90| VIDEO INSPECTION FOR PIPE | | | 0097 715-09093 20.000 m | 189.32000 3786.40| 227.68000 4553.60| SEWER , STORM SEWER, PVC, AWWA C905, 15 | | | 0098 715-46005 1.000 EACH | 270.54000 270.54| 519.37000 519.37| PIPE END SECTION, 375 mm | | | 0099 715-46040 2.000 EACH | 373.11000 746.22| 961.67000 1923.34| PIPE END SECTION, 900 mm | | | 0100 715-90052 LUMP | 1102408.23000 1102408.23| 1877950.00000 1877950.00| LIFT STATION , CONTROL BUILDING AND | | | DISCHARGE STR | | | 0101 715-97695 3.000 EACH | 1846.00000 5538.00| 3593.00000 10779.00| GRATED BOX END SECTION,, I, 3:1, 1200 m | | | 0102 715-98961 202.000 m | 2647.20000 534734.40| 2414.80000 487789.60| FORCE MAIN STORM WATER, 1200 mm | | | 0103 715-98961 2.000 m | 257.74000 515.48| 178.52000 357.04| FORCE MAIN STORM WATER, 200 mm | | | 0104 715-98961 5.000 m | 743.25000 3716.25| 1652.00000 8260.00| FORCE MAIN STORM WATER, 600 mm | | | 0105 715-98961 12.000 m | 365.88000 4390.56| 9105.19000 109262.28| FORCE MAIN STORM WATER, 900 mm | | | 0106 716-01382 1.000 EACH | 5816.51000 5816.51| 9608.00000 9608.00| AIR RELEASE VALVE , AND STRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -19 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 36-2364802 |( ) |DYER CONSTRUCTION CO |HASSE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0107 718-06532 1000.000 m | 4.10000 4100.00| 4.92000 4920.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0108 718-52610 341.100 m3 | 25.64000 8745.80| 44.52000 15185.77| AGGREGATE FOR UNDERDRAINS | | | 0109 718-99153 4875.000 m2 | 0.80000 3900.00| 0.65000 3168.75| GEOTEXTILES FOR UNDERDRAIN | | | 0110 720-44000 13.000 EACH | 351.03000 4563.39| 210.05000 2730.65| CASTING, ADJUST TO GRADE | | | 0111 720-45030 1.000 EACH | 1193.97000 1193.97| 1333.00000 1333.00| INLET, E7 | | | 0112 720-45075 3.000 EACH | 1933.32000 5799.96| 1855.00000 5565.00| INLET, R13 | | | 0113 720-45410 12.000 EACH | 1787.77000 21453.24| 1641.00000 19692.00| MANHOLE, C4 | | | 0114 720-45605 21.500 m | 846.46000 18198.89| 505.67000 10871.91| STRUCTURE, MANHOLE, RECONSTRUCTED | | | 0115 720-90984 1.000 EACH | 2343.99000 2343.99| 1799.00000 1799.00| MANHOLE, C2 | | | 0116 720-93501 1.000 EACH | 8112.66000 8112.66| 5488.00000 5488.00| MANHOLE, L4 | | | 0117 720-94612 3.000 EACH | 4660.72000 13982.16| 5186.00000 15558.00| MANHOLE, K4 | | | 0118 720-95422 19.000 EACH | 3172.29000 60273.51| 2650.00000 50350.00| MANHOLE, J4 | | | 0119 720-96999 4.000 EACH | 3606.13000 14424.52| 3983.00000 15932.00| FIRE HYDRANT ASSEMBLY | | | 0120 720-96999 1.000 EACH | 4041.27000 4041.27| 420.00000 420.00| FIRE HYDRANT ASSEMBLY , REMOVE | | | 0121 720-98174 30.000 EACH | 2381.46000 71443.80| 1797.00000 53910.00| INLET, B15 | | | 0122 720-98555 9.000 EACH | 2152.06000 19368.54| 1797.00000 16173.00| INLET, C15 | | | 0123 723-07593 38.400 m | 5254.78000 201783.55| 4632.00000 177868.80| STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 3150 mm | | | 0124 732-04964 640.000 m | 153.78000 98419.20| 159.16000 101862.40| WATER MAIN , D.I. W/ POLYEHTYLENE WRAP, | | | PC 350, 10" | | | 0125 732-07264 660.000 kg | 19.52000 12883.20| 15.77000 10408.20| FITTINGS COMPACT PIPE FITTINGS, D.I., | | | MJ RESTRAIN | | | 0126 732-08419 28.500 m2 | 41.67000 1187.60| 133.34000 3800.19| MODULAR BLOCK WALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -20 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 36-2364802 |( ) |DYER CONSTRUCTION CO |HASSE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0127 732-08421 28.500 m2 | 72.10000 2054.85| 231.60000 6600.60| MODULAR BLOCK WALL ERECTION | | | 0128 732-08564 1.000 EACH | 8562.32000 8562.32| 8557.00000 8557.00| INSERTION , INSERTION VALVE W/ BOX, D.I | | | , 10" | | | 0129 801-01093 2.000 EACH | 850.00000 1700.00| 1276.00000 2552.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0130 801-01504 4.000 EACH | 50.00000 200.00| 24.00000 96.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0131 801-01505 4.000 EACH | 72.00000 288.00| 31.00000 124.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | (ONLY) | | | 0132 801-03290 2.000 EACH | 155.00000 310.00| 219.00000 438.00| CONSTRUCTION SIGN, C | | | 0133 801-06203 5442.000 m | 0.49000 2666.58| 0.68000 3700.56| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0134 801-06207 4548.000 m | 2.85000 12961.80| 2.23000 10142.04| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0135 801-06211 7.000 EACH | 80.00000 560.00| 109.00000 763.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0136 801-06212 7.000 EACH | 95.00000 665.00| 179.00000 1253.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, (ONLY) | | | 0137 801-06645 10.000 EACH | 48.00000 480.00| 59.00000 590.00| CONSTRUCTION SIGN, B | | | 0138 801-06710 360.000 DAY | 5.50000 1980.00| 7.00000 2520.00| FLASHING ARROW SIGN | | | 0139 801-06775 LUMP | 60000.00000 60000.00| 17950.00000 17950.00| MAINTAINING TRAFFIC | | | 0140 801-07119 21.600 m | 34.45000 744.12| 74.53000 1609.85| BARRICADE, III-B | | | 0141 801-94295 56.000 EACH | 120.00000 6720.00| 75.00000 4200.00| SIGNAL HEAD, RELOCATE | | | 0142 802-05701 56.400 m | 45.92000 2589.89| 49.00000 2763.60| SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0143 802-09838 17.000 m2 | 161.46000 2744.82| 214.00000 3638.00| SIGN, SHEET, WITH LEGEND 2.03mm | | | THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -21 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 36-2364802 |( ) |DYER CONSTRUCTION CO |HASSE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0144 802-09842 1.300 m2 | 172.22000 223.89| 270.00000 351.00| SIGN, SHEET, WITH LEGEND 3.18mm | | | THICKNESS | | | 0145 805-01300 2.000 EACH | 2600.00000 5200.00| 1850.00000 3700.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0146 805-01815 4.000 EACH | 2200.00000 8800.00| 2100.00000 8400.00| SIGNAL SUPPORT FOUNDATION, 915 mm X | | | 3658 mm | | | 0147 805-01842 13.000 EACH | 740.00000 9620.00| 750.00000 9750.00| HANDHOLE, SIGNAL | | | 0148 805-01844 1797.800 m | 38.21000 68693.94| 31.50000 56630.70| CONDUIT STEEL GALVANIZED 50 mm, | | | UNDERGROUND | | | 0149 805-01879 1.000 EACH | 420.00000 420.00| 530.00000 530.00| SIGNAL SERVICE, INSTALL | | | 0150 805-02152 2.000 EACH | 800.00000 1600.00| 730.00000 1460.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 450 mm | | | 0151 805-02328 1100.000 m | 1.31000 1441.00| 1.80000 1980.00| SIGNAL CABLE, 1C/14 GA | | | 0152 805-02373 1116.800 m | 8.72000 9738.50| 6.40000 7147.52| SIGNAL INTERCONNECT CABLE, FIBER OPTIC | | | 0153 805-03793 4.000 EACH | 260.00000 1040.00| 1295.00000 5180.00| DETECTOR CARD RACK AND DETECTOR MODULES | | | 0154 805-08466 1.000 EACH | 520.00000 520.00| 265.00000 265.00| RADIO ANTENNA, 9db, YAGI | | | 0155 805-08494 1.000 EACH | 3752.00000 3752.00| 3800.00000 3800.00| RADIO SPREAD SPECTRUM | | | 0156 805-09539 12.000 EACH | 400.00000 4800.00| 495.00000 5940.00| LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | | 2 CHANNEL | | | 0157 805-78109 2.000 EACH | 13825.00000 27650.00| 15300.00000 30600.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0158 805-78205 9.000 EACH | 850.00000 7650.00| 862.00000 7758.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN RED, AMBER, GREEN | | | 0159 805-78215 2.000 EACH | 845.00000 1690.00| 780.00000 1560.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0160 805-78230 1.000 EACH | 1130.00000 1130.00| 1320.00000 1320.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -22 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 36-2364802 |( ) |DYER CONSTRUCTION CO |HASSE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0161 805-78370 2.000 EACH | 145.00000 290.00| 102.00000 204.00| PEDESTRIAN PUSH BUTTON | | | 0162 805-78415 4.000 EACH | 1520.00000 6080.00| 1620.00000 6480.00| SPAN, CATENARY, AND TETHER | | | 0163 805-78420 4.000 EACH | 310.00000 1240.00| 256.00000 1024.00| DISCONNECT HANGER | | | 0164 805-78467 88.800 m | 6.56000 582.53| 6.54000 580.75| SIGNAL CABLE, 3C 8GA | | | 0165 805-78470 2854.000 m | 1.12000 3196.48| 1.20000 3424.80| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0166 805-78480 222.400 m | 2.30000 511.52| 2.78000 618.27| SIGNAL CABLE, 3C 14GA | | | 0167 805-78485 378.900 m | 3.28000 1242.79| 3.26000 1235.21| SIGNAL CABLE, 5C 14GA | | | 0168 805-78490 378.700 m | 4.33000 1639.77| 4.02000 1522.37| SIGNAL CABLE, 7C 14GA | | | 0169 805-78510 2279.700 m | 2.95000 6725.12| 3.76000 8571.67| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0170 805-78785 24.000 EACH | 480.00000 11520.00| 506.00000 12144.00| SIGNAL DETECTOR HOUSING | | | 0171 805-78795 925.500 m | 29.52000 27320.76| 24.74000 22896.87| SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0172 805-78900 1.000 EACH | 460.00000 460.00| 480.00000 480.00| PEDESTAL FOUNDATION, A | | | 0173 805-78925 1.000 EACH | 810.00000 810.00| 800.00000 800.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0174 805-81032 4.000 EACH | 4700.00000 18800.00| 4300.00000 17200.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0175 805-90005 1.000 EACH | 800.00000 800.00| 710.00000 710.00| SIGNAL PEDESTAL, 2.7 m | | | 0176 805-92504 4.000 EACH | 270.00000 1080.00| 360.00000 1440.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0177 808-06701 644.000 m | 1.31000 843.64| 1.31000 843.64| LINE, THERMOPLASTIC, BROKEN, WHITE, 100 | | | mm | | | 0178 808-06703 495.000 m | 1.31000 648.45| 1.31000 648.45| LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | 0179 808-06716 1421.300 m | 0.85000 1208.11| 1.30000 1847.69| LINE, REMOVE | | | 0180 808-09381 LUMP | 1171.00000 1171.00| 1171.00000 1171.00| RETRO-REFLECTIVITY TESTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -23 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 36-2364802 |( ) |DYER CONSTRUCTION CO |HASSE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0181 808-75043 72.000 m | 0.49000 35.28| 0.50000 36.00| LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0182 808-75054 274.000 m | 6.76000 1852.24| 6.76000 1852.24| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0183 808-75059 69.000 m | 6.76000 466.44| 6.76000 466.44| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0184 808-75063 69.000 m | 6.76000 466.44| 7.05000 486.45| LINE, PREFORMED PLASTIC, BROKEN, YELLOW | | | 100 mm | | | 0185 808-75240 385.000 m | 1.31000 504.35| 1.31000 504.35| LINE, THERMOPLASTIC, BROKEN, YELLOW 100 | | | mm | | | 0186 808-75245 3274.000 m | 1.31000 4288.94| 1.31000 4288.94| LINE, THERMOPLASTIC, SOLID, YELLOW,100 | | | mm | | | 0187 808-75297 110.000 m | 12.46000 1370.60| 12.46000 1370.60| TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 600 mm | | | 0188 808-75320 25.000 EACH | 67.00000 1675.00| 67.00000 1675.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0189 808-75325 21.000 EACH | 95.00000 1995.00| 95.00000 1995.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | (ONLY) | | | 0190 808-75998 155.000 EACH | 20.23000 3135.65| 20.23000 3135.65| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0191 628-09403 23.000 MOS | 2977.87000 68491.01| 3000.00000 69000.00| FIELD OFFICE, C | | | 0192 628-08520 4.000 EACH | 174.65000 698.60| 350.00000 1400.00| CELLULAR TELEPHONE/RADIO | | | 0193 628-08521 92.000 MOS | 87.33000 8034.36| 150.00000 13800.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0194 628-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0195 628-09407 20.000 MOS | 104.79000 2095.80| 125.00000 2500.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0196 808-75996 155.000 EACH | 4.80000 744.00| 4.80000 744.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -24 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 36-2364802 |( ) |DYER CONSTRUCTION CO |HASSE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0197 202-74045 20.000 EACH | 45.00000 900.00| 50.00000 1000.00| SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | | 0198 801-06640 50.000 EACH | 142.00000 7100.00| 176.00000 8800.00| CONSTRUCTION SIGN, A | | | 0199 801-06218 100.000 m | 15.00000 1500.00| 15.00000 1500.00| TEMPORARY TRANSVERSE PAVEMENT MARKING | | | REMOVABLE 600 mm | | | 0200 808-06368 100.000 m | 2.55000 255.00| 7.79000 779.00| TRANSVERSE MARKING, REMOVE | | | 0201 808-01428 100.000 m | 7.91000 791.00| 7.91000 791.00| TEMPORARY TRANSVERSE MARKINGS, WHITE, | | | STOP LINE, 600 mm | | | 0202 204-02290 22.000 EACH | 760.28000 16726.16| 390.23000 8585.06| SETTLEMENT PLATE | | | 0203 204-08415 90.000 EACH | 114.88000 10339.20| 172.12000 15490.80| STAKE, SETTLEMENT | | | 0204 205-06934 10.000 Mg | 750.00000 7500.00| 469.00000 4690.00| TEMPORARY MULCHING | | | 0205 207-08266 692.000 m2 | 9.40000 6504.80| 17.72000 12262.24| SUBGRADE TREATMENT, TYPE III | | | 0206 808-75994 20.000 EACH | 5.50000 110.00| 5.50000 110.00| PRISMATIC REFLECTOR | | | 0207 801-09133 2.000 EACH | 7000.00000 14000.00| 7510.00000 15020.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0208 203-02070 18700.000 m3 | 18.93000 353991.00| 25.80000 482460.00| BORROW | | | 0209 805-02087 LUMP | 720.00000 720.00| 980.00000 980.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0210 202-91840 140.000 m | 14.00000 1960.00| 14.00000 1960.00| FENCE, CHAIN LINK, REMOVE | | | 0211 213-09269 215.000 m3 | 123.83000 26623.45| 146.10000 31411.50| FLOWABLE BACKFILL, NON-REMOVABLE | | | 0212 603-06045 140.000 m | 47.00000 6580.00| 56.00000 7840.00| FENCE, CHAIN LINK, 1220 mm | | | 0213 715-03025 10.000 EACH | 3065.90000 30659.00| 2717.00000 27170.00| SANITARY MANHOLE , PCC, 1200mm | | | 0214 715-03025 5.000 EACH | 3030.97000 15154.85| 2685.00000 13425.00| SANITARY MANHOLE , PCC, 1500mm | | | 0215 715-04612 610.000 m | 350.97000 214091.70| 225.40000 137494.00| PIPE , SANITARY SEWER, PVC, SDR 26, | | | 375mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 201 -25 TABULATION OF BIDS CALL ORDER : 201 CONTRACT ID : R -27156-A COUNTIES : LAKE LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-1068009 |( 5 ) 36-2364802 |( ) |DYER CONSTRUCTION CO |HASSE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0216 715-04612 201.000 m | 235.55000 47345.55| 245.86000 49417.86| PIPE . SANITARY SEWER, RCP, CLASS III, | | | 675mm | | | 0217 715-04612 46.000 m | 246.19000 11324.74| 353.92000 16280.32| PIPE , SANITARY SEWER, RCP, CLASS IV, | | | 675mm | | | 0218 801-04308 2.000 EACH | 376.00000 752.00| 395.00000 790.00| ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 11,137,760.35| $ 11,977,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,137,760.35| $ 11,977,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 221 -1 VENDOR RANKING CALL ORDER : 221 CONTRACT ID : R -29177-A COUNTIES : WAYNE LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 06/15/12 LOCATION : ON SALISBURY ROAD FROM 200 FEET NORTH OF INDUSTRIES ROAD PROJECT(S) : 9989036 TO 1000 FEET NORTH OF NORTHWEST L STREET ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 1,898,640.00 100.0000% 2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 2,394,631.23 126.1235% 3 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 2,425,784.26 127.7643% 4 35-1357381 DAVE OMARA CONTRACTOR INC $ 2,471,439.64 130.1689% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 221 -2 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29177-A COUNTIES : WAYNE LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 31-1323837 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY 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 | 30000.00000 30000.00| 25000.00000 25000.00| 38664.91000 38664.91 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 90000.00000 90000.00| 87100.00000 87100.00| 77469.91000 77469.91 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 35000.00000 35000.00| 12000.00000 12000.00| 15600.00000 15600.00 CLEARING RIGHT OF WAY | | | 0010 203-02000 5777.000 CYS | 18.50000 106874.50| 40.00000 231080.00| 23.95000 138359.15 EXCAVATION, COMMON | | | 0011 205-03371 14.000 CYS | 27.00000 378.00| 40.00000 560.00| 30.54000 427.56 SEDIMENT, REMOVE | | | 0012 205-06932 120.000 LFT | 9.25000 1110.00| 3.00000 360.00| 6.94000 832.80 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06933 15.000 EACH | 75.00000 1125.00| 74.00000 1110.00| 154.11000 2311.65 TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06936 21.000 TON | 83.00000 1743.00| 40.80000 856.80| 30.20000 634.20 TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 11103.000 LFT | 1.24000 13767.72| 1.23000 13656.69| 1.90000 21095.70 TEMPORARY SILT FENCE | | | 0016 205-09543 100.000 TON | 31.00000 3100.00| 32.00000 3200.00| 17.04000 1704.00 NO 2 STONE | | | 0017 207-08263 31767.000 SYS | 10.00000 317670.00| 11.00000 349437.00| 17.87000 567676.29 SUBGRADE TREATMENT, TYPE IA No. 53 | | | Aggregate Option Only | | | 0018 211-09264 2760.000 CYS | 18.00000 49680.00| 18.00000 49680.00| 25.19000 69524.40 STRUCTURAL BACKFILL, TYPE 1 | | | 0019 213-09270 3.000 CYS | 77.50000 232.50| 275.00000 825.00| 63.29000 189.87 FLOWABLE BACKFILL, REMOVABLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 221 -3 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29177-A COUNTIES : WAYNE LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 31-1323837 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 301-07448 8120.000 TON | 16.75000 136010.00| 23.00000 186760.00| 23.27000 188952.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 303-07449 9.000 TON | 30.00000 270.00| 50.00000 450.00| 47.06000 423.54 COMPACTED AGGREGATE, NO. 73 | | | 0022 304-07493 417.000 TON | 75.00000 31275.00| 121.00000 50457.00| 71.34000 29748.78 WIDENING WITH HMA, TYPE B | | | 0023 306-08033 1704.000 SYS | 3.75000 6390.00| 4.00000 6816.00| 2.89000 4924.56 MILLING, ASPHALT, 1 IN | | | 0024 401-07321 1702.000 TON | 59.00000 100418.00| 69.00000 117438.00| 60.26000 102562.52 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0025 401-07390 2602.000 TON | 48.00000 124896.00| 58.00000 150916.00| 48.82000 127029.64 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0026 401-07407 6244.000 TON | 48.00000 299712.00| 57.00000 355908.00| 48.69000 304020.36 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0027 402-07433 1442.000 TON | 57.00000 82194.00| 79.00000 113918.00| 57.00000 82194.00 HMA SURFACE, TYPE B | | | 0028 406-05520 7.340 TON | 600.00000 4404.00| 99.00000 726.66| 600.00000 4404.00 ASPHALT FOR TACK COAT | | | 0029 601-01625 1.000 EACH | 1555.00000 1555.00| 2400.00000 2400.00| 2400.00000 2400.00 GUARDRAIL CONNECTOR SYSTEM, W-BEAM, | | | CURVED, 1 | | | 0030 601-94689 2.000 EACH | 2485.00000 4970.00| 3500.00000 7000.00| 3500.00000 7000.00 GUARDRAIL END TREATMENT, OS | | | 0031 610-07486 660.000 TON | 99.00000 65340.00| 170.00000 112200.00| 99.00000 65340.00 HMA FOR APPROACHES, TYPE A | | | 0032 610-08446 143.000 SYS | 45.00000 6435.00| 98.00000 14014.00| 28.00000 4004.00 PCCP FOR APPROACHES, 6 IN | | | 0033 611-06497 18.000 EACH | 172.00000 3096.00| 130.00000 2340.00| 130.00000 2340.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 611-06498 4.000 EACH | 242.00000 968.00| 160.00000 640.00| 160.00000 640.00 MAILBOX ASSEMBLY, DOUBLE | | | 0035 615-06490 48.000 EACH | 137.00000 6576.00| 140.00000 6720.00| 140.00000 6720.00 RIGHT OF WAY MARKER | | | 0036 615-06505 10.000 EACH | 637.00000 6370.00| 550.00000 5500.00| 550.00000 5500.00 MONUMENT, B | | | 0037 615-06527 2.000 EACH | 485.00000 970.00| 400.00000 800.00| 400.00000 800.00 MONUMENT, SECTION CORNER | | | 0038 616-02320 50.000 SYS | 5.75000 287.50| 3.00000 150.00| 0.73000 36.50 GEOTEXTILES | | | 0039 616-06405 22.000 TON | 43.00000 946.00| 90.00000 1980.00| 30.26000 665.72 RIPRAP, REVETMENT | | | 0040 616-06451 17.500 TON | 50.00000 875.00| 90.00000 1575.00| 45.11000 789.43 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 221 -4 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29177-A COUNTIES : WAYNE LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 31-1323837 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-01004 2.000 EACH | 455.00000 910.00| 450.00000 900.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06559 21872.000 SYS | 0.35000 7655.20| 0.32000 6999.04| 2.29000 50086.88 MULCHED SEEDING, R | | | 0043 621-06567 94.000 kGAL | 1.05000 98.70| 1.00000 94.00| 1.00000 94.00 WATER | | | 0044 621-06575 23459.000 SYS | 2.65000 62166.35| 2.55000 59820.45| 2.60000 60993.40 SODDING, NURSERY | | | 0045 628-08520 1.000 EACH | 108.00000 108.00| 150.00000 150.00| 425.98000 425.98 CELLULAR TELEPHONE/RADIO | | | 0046 628-08521 9.000 MOS | 86.25000 776.25| 50.00000 450.00| 212.99000 1916.91 CELLULAR TELEPHONE/RADIO SERVICE | | | 0047 628-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0048 628-09401 9.000 MOS | 1230.00000 11070.00| 1200.00000 10800.00| 1000.00000 9000.00 FIELD OFFICE, A | | | 0049 628-09407 9.000 MOS | 216.00000 1944.00| 300.00000 2700.00| 162.78000 1465.02 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0050 715-05024 469.000 LFT | 45.60000 21386.40| 56.00000 26264.00| 76.72000 35981.68 PIPE, TYPE 2 CIRCULAR 36 IN | | | 0051 715-05151 767.000 LFT | 27.90000 21399.30| 35.00000 26845.00| 46.16000 35404.72 PIPE, TYPE 2 CIRCULAR 15 IN | | | 0052 715-05152 830.000 LFT | 29.10000 24153.00| 41.00000 34030.00| 49.61000 41176.30 PIPE, TYPE 2 CIRCULAR 18 IN | | | 0053 715-05153 554.000 LFT | 38.20000 21162.80| 45.00000 24930.00| 72.88000 40375.52 PIPE, TYPE 2 CIRCULAR 21 IN | | | 0054 715-05156 1600.000 LFT | 35.00000 56000.00| 49.00000 78400.00| 80.14000 128224.00 PIPE, TYPE 2 CIRCULAR 30 IN | | | 0055 715-05169 661.000 LFT | 31.00000 20491.00| 35.00000 23135.00| 22.24000 14700.64 PIPE, TYPE 3 CIRCULAR 15 IN | | | 0056 715-05228 116.000 LFT | 72.50000 8410.00| 44.00000 5104.00| 120.13000 13935.08 PIPE, TYPE 1 DEFORMED MIN AREA 1.6 SF | | | 0057 715-07317 1.000 EACH | 11050.00000 11050.00| 10600.00000 10600.00| 2588.59000 2588.59 CHECK VALVE | | | 0058 715-08282 183.300 TON | 60.00000 10998.00| 111.00000 20346.30| 96.95000 17770.94 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0059 715-46005 18.000 EACH | 312.00000 5616.00| 380.00000 6840.00| 332.56000 5986.08 PIPE END SECTION, 15 IN | | | 0060 715-46010 2.000 EACH | 333.00000 666.00| 430.00000 860.00| 362.98000 725.96 PIPE END SECTION, 18 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 221 -5 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29177-A COUNTIES : WAYNE LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 31-1323837 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 720-45030 4.000 EACH | 1093.00000 4372.00| 1450.00000 5800.00| 976.40000 3905.60 INLET, E7 | | | 0062 720-45035 14.000 EACH | 1145.00000 16030.00| 2425.00000 33950.00| 1118.61000 15660.54 INLET, F7 | | | 0063 720-45410 1.000 EACH | 1750.00000 1750.00| 3100.00000 3100.00| 2013.04000 2013.04 MANHOLE, C4 | | | 0064 720-45415 5.000 EACH | 2075.00000 10375.00| 5777.00000 28885.00| 3256.82000 16284.10 MANHOLE, D4 | | | 0065 801-04308 4.000 EACH | 347.00000 1388.00| 119.00000 476.00| 119.00000 476.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06203 4000.000 LFT | 0.42000 1680.00| 0.40000 1600.00| 0.50000 2000.00 TEMPORARY PAVEMENT MARKING, 4 IN | | | 0067 801-06207 3500.000 LFT | 1.35000 4725.00| 0.40000 1400.00| 0.75000 2625.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN | | | 0068 801-06625 10.000 EACH | 121.00000 1210.00| 97.00000 970.00| 97.00000 970.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 20.000 EACH | 196.00000 3920.00| 179.00000 3580.00| 179.00000 3580.00 CONSTRUCTION SIGN, A | | | 0070 801-06645 7.000 EACH | 121.00000 847.00| 49.00000 343.00| 49.00000 343.00 CONSTRUCTION SIGN, B | | | 0071 801-06775 LUMP | 11791.88000 11791.88| 35000.00000 35000.00| 18234.42000 18234.42 MAINTAINING TRAFFIC | | | 0072 801-07118 40.000 LFT | 21.00000 840.00| 19.00000 760.00| 19.00000 760.00 BARRICADE, III-A | | | 0073 801-08400 72.000 LFT | 10.00000 720.00| 78.79000 5672.88| 26.98000 1942.56 TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0074 802-05701 175.500 LFT | 17.00000 2983.50| 18.40000 3229.20| 18.40000 3229.20 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0075 802-09838 95.000 SFT | 25.00000 2375.00| 14.20000 1349.00| 14.20000 1349.00 SIGN, SHEET, WITH LEGEND 0.080" | | | 0076 802-09840 20.400 SFT | 25.00000 510.00| 29.35000 598.74| 29.35000 598.74 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0077 808-04298 2.000 EACH | 330.00000 660.00| 578.00000 1156.00| 578.00000 1156.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | (RXR) | | | 0078 808-06703 15246.000 LFT | 0.40000 6098.40| 0.57000 8690.22| 0.57000 8690.22 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0079 808-75240 5900.000 LFT | 0.40000 2360.00| 0.01000 59.00| 0.01000 59.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 221 -6 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29177-A COUNTIES : WAYNE LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 31-1323837 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 808-75245 6515.000 LFT | 0.40000 2606.00| 0.60000 3909.00| 0.60000 3909.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 I | | | 0081 808-75297 173.000 LFT | 4.00000 692.00| 7.25000 1254.25| 7.25000 1254.25 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN | | | SECTION TOTALS | $ 1,898,640.00| $ 2,394,631.23| $ 2,425,784.26 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,898,640.00| $ 2,394,631.23| $ 2,425,784.26 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 221 -7 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29177-A COUNTIES : WAYNE LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( ) |( ) |DAVE OMARA CONTRACTOR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 35400.00000 35400.00| | 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 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 123000.00000 123000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 49000.00000 49000.00| | CLEARING RIGHT OF WAY | | | 0010 203-02000 5777.000 CYS | 17.00000 98209.00| | EXCAVATION, COMMON | | | 0011 205-03371 14.000 CYS | 45.00000 630.00| | SEDIMENT, REMOVE | | | 0012 205-06932 120.000 LFT | 10.00000 1200.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06933 15.000 EACH | 80.00000 1200.00| | TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06936 21.000 TON | 48.00000 1008.00| | TEMPORARY SEDIMENT TRAP | | | 0015 205-06937 11103.000 LFT | 1.45000 16099.35| | TEMPORARY SILT FENCE | | | 0016 205-09543 100.000 TON | 24.00000 2400.00| | NO 2 STONE | | | 0017 207-08263 31767.000 SYS | 17.00000 540039.00| | SUBGRADE TREATMENT, TYPE IA No. 53 | | | Aggregate Option Only | | | 0018 211-09264 2760.000 CYS | 24.00000 66240.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0019 213-09270 3.000 CYS | 175.00000 525.00| | FLOWABLE BACKFILL, REMOVABLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 221 -8 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29177-A COUNTIES : WAYNE LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( ) |( ) |DAVE OMARA CONTRACTOR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 301-07448 8120.000 TON | 17.00000 138040.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 303-07449 9.000 TON | 64.00000 576.00| | COMPACTED AGGREGATE, NO. 73 | | | 0022 304-07493 417.000 TON | 65.00000 27105.00| | WIDENING WITH HMA, TYPE B | | | 0023 306-08033 1704.000 SYS | 3.00000 5112.00| | MILLING, ASPHALT, 1 IN | | | 0024 401-07321 1702.000 TON | 65.00000 110630.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0025 401-07390 2602.000 TON | 56.00000 145712.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0026 401-07407 6244.000 TON | 56.00000 349664.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0027 402-07433 1442.000 TON | 69.00000 99498.00| | HMA SURFACE, TYPE B | | | 0028 406-05520 7.340 TON | 595.00000 4367.30| | ASPHALT FOR TACK COAT | | | 0029 601-01625 1.000 EACH | 1750.00000 1750.00| | GUARDRAIL CONNECTOR SYSTEM, W-BEAM, | | | CURVED, 1 | | | 0030 601-94689 2.000 EACH | 2700.00000 5400.00| | GUARDRAIL END TREATMENT, OS | | | 0031 610-07486 660.000 TON | 79.00000 52140.00| | HMA FOR APPROACHES, TYPE A | | | 0032 610-08446 143.000 SYS | 49.00000 7007.00| | PCCP FOR APPROACHES, 6 IN | | | 0033 611-06497 18.000 EACH | 175.00000 3150.00| | MAILBOX ASSEMBLY, SINGLE | | | 0034 611-06498 4.000 EACH | 265.00000 1060.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0035 615-06490 48.000 EACH | 150.00000 7200.00| | RIGHT OF WAY MARKER | | | 0036 615-06505 10.000 EACH | 698.00000 6980.00| | MONUMENT, B | | | 0037 615-06527 2.000 EACH | 535.00000 1070.00| | MONUMENT, SECTION CORNER | | | 0038 616-02320 50.000 SYS | 4.00000 200.00| | GEOTEXTILES | | | 0039 616-06405 22.000 TON | 45.00000 990.00| | RIPRAP, REVETMENT | | | 0040 616-06451 17.500 TON | 55.00000 962.50| | RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 221 -9 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29177-A COUNTIES : WAYNE LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( ) |( ) |DAVE OMARA CONTRACTOR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-01004 2.000 EACH | 495.00000 990.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06559 21872.000 SYS | 0.35000 7655.20| | MULCHED SEEDING, R | | | 0043 621-06567 94.000 kGAL | 1.00000 94.00| | WATER | | | 0044 621-06575 23459.000 SYS | 2.86000 67092.74| | SODDING, NURSERY | | | 0045 628-08520 1.000 EACH | 250.00000 250.00| | CELLULAR TELEPHONE/RADIO | | | 0046 628-08521 9.000 MOS | 80.00000 720.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0047 628-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0048 628-09401 9.000 MOS | 1750.00000 15750.00| | FIELD OFFICE, A | | | 0049 628-09407 9.000 MOS | 150.00000 1350.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0050 715-05024 469.000 LFT | 90.00000 42210.00| | PIPE, TYPE 2 CIRCULAR 36 IN | | | 0051 715-05151 767.000 LFT | 31.00000 23777.00| | PIPE, TYPE 2 CIRCULAR 15 IN | | | 0052 715-05152 830.000 LFT | 69.00000 57270.00| | PIPE, TYPE 2 CIRCULAR 18 IN | | | 0053 715-05153 554.000 LFT | 90.00000 49860.00| | PIPE, TYPE 2 CIRCULAR 21 IN | | | 0054 715-05156 1600.000 LFT | 60.00000 96000.00| | PIPE, TYPE 2 CIRCULAR 30 IN | | | 0055 715-05169 661.000 LFT | 31.00000 20491.00| | PIPE, TYPE 3 CIRCULAR 15 IN | | | 0056 715-05228 116.000 LFT | 53.00000 6148.00| | PIPE, TYPE 1 DEFORMED MIN AREA 1.6 SF | | | 0057 715-07317 1.000 EACH | 12192.00000 12192.00| | CHECK VALVE | | | 0058 715-08282 183.300 TON | 118.00000 21629.40| | HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0059 715-46005 18.000 EACH | 450.00000 8100.00| | PIPE END SECTION, 15 IN | | | 0060 715-46010 2.000 EACH | 500.00000 1000.00| | PIPE END SECTION, 18 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 221 -10 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29177-A COUNTIES : WAYNE LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( ) |( ) |DAVE OMARA CONTRACTOR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 720-45030 4.000 EACH | 1000.00000 4000.00| | INLET, E7 | | | 0062 720-45035 14.000 EACH | 1300.00000 18200.00| | INLET, F7 | | | 0063 720-45410 1.000 EACH | 1448.00000 1448.00| | MANHOLE, C4 | | | 0064 720-45415 5.000 EACH | 2565.00000 12825.00| | MANHOLE, D4 | | | 0065 801-04308 4.000 EACH | 130.00000 520.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06203 4000.000 LFT | 0.50000 2000.00| | TEMPORARY PAVEMENT MARKING, 4 IN | | | 0067 801-06207 3500.000 LFT | 0.80000 2800.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN | | | 0068 801-06625 10.000 EACH | 107.00000 1070.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 20.000 EACH | 179.00000 3580.00| | CONSTRUCTION SIGN, A | | | 0070 801-06645 7.000 EACH | 54.00000 378.00| | CONSTRUCTION SIGN, B | | | 0071 801-06775 LUMP | 62837.00000 62837.00| | MAINTAINING TRAFFIC | | | 0072 801-07118 40.000 LFT | 20.00000 800.00| | BARRICADE, III-A | | | 0073 801-08400 72.000 LFT | 44.00000 3168.00| | TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0074 802-05701 175.500 LFT | 20.00000 3510.00| | SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0075 802-09838 95.000 SFT | 15.00000 1425.00| | SIGN, SHEET, WITH LEGEND 0.080" | | | 0076 802-09840 20.400 SFT | 32.00000 652.80| | SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0077 808-04298 2.000 EACH | 625.00000 1250.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | (RXR) | | | 0078 808-06703 15246.000 LFT | 0.60000 9147.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0079 808-75240 5900.000 LFT | 0.01000 59.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 221 -11 TABULATION OF BIDS CALL ORDER : 221 CONTRACT ID : R -29177-A COUNTIES : WAYNE LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( ) |( ) |DAVE OMARA CONTRACTOR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 808-75245 6515.000 LFT | 0.65000 4234.75| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 I | | | 0081 808-75297 173.000 LFT | 8.00000 1384.00| | TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN | | | SECTION TOTALS | $ 2,471,439.64| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,471,439.64| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 231 -1 VENDOR RANKING CALL ORDER : 231 CONTRACT ID : R -29262-A COUNTIES : DEARBORN LETTING DATE : 05/11/11 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : NEW ROAD CONSTRUCTION COMPLETION DATE : 11/11/11 LOCATION : ON DOUGHTY ROAD CONNECTOR FROM US 50 TO DOUGHTY ROAD PROJECT(S) : 0600727 1005490 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE OMARA CONTRACTOR INC $ 643,745.00 100.0000% 2 35-0844079 PAUL H ROHE COMPANY $ 707,983.60 109.9789% 3 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 731,806.57 113.6796% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 231 -2 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29262-A COUNTIES : DEARBORN LETTING DATE : 05/11/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0844079 |( 3 ) 31-1323837 |DAVE OMARA CONTRACTOR INC |PAUL H ROHE COMPANY |SUNESIS CONSTRUCTION COMPANY 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 | 5774.90000 5774.90| 6345.00000 6345.00| 7318.06500 7318.07 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 32000.00000 32000.00| 18710.00000 18710.00| 36590.32800 36590.33 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 12000.00000 12000.00| 14250.00000 14250.00| 14636.13100 14636.13 CLEARING RIGHT OF WAY | | | 0010 202-01261 1.000 EACH | 500.00000 500.00| 800.00000 800.00| 1000.00000 1000.00 TESTING FOR ASBESTOS, TYPE | | | 0011 202-02240 3330.000 SYS | 6.00000 19980.00| 4.50000 14985.00| 2.02000 6726.60 PAVEMENT REMOVAL | | | 0012 202-03000 LUMP | 26773.00000 26773.00| 34185.00000 34185.00| 70000.00000 70000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | 2 | | | 0013 202-03135 3511.000 SFT | 5.40000 18959.40| 2.00000 7022.00| 5.00000 17555.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0014 202-91385 3.000 EACH | 450.00000 1350.00| 500.00000 1500.00| 295.54000 886.62 INLET, REMOVE | | | 0015 202-96133 350.000 LFT | 28.00000 9800.00| 18.00000 6300.00| 11.58000 4053.00 PIPE, REMOVE | | | 0016 203-02000 1010.000 CYS | 17.00000 17170.00| 18.00000 18180.00| 24.01000 24250.10 EXCAVATION, COMMON | | | 0017 203-02070 1780.000 CYS | 16.50000 29370.00| 15.50000 27590.00| 1.00000 1780.00 BORROW | | | 0018 205-06933 3.000 EACH | 70.00000 210.00| 65.00000 195.00| 115.00000 345.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 231 -3 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29262-A COUNTIES : DEARBORN LETTING DATE : 05/11/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0844079 |( 3 ) 31-1323837 |DAVE OMARA CONTRACTOR INC |PAUL H ROHE COMPANY |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06937 939.000 LFT | 1.60000 1502.40| 1.50000 1408.50| 2.25000 2112.75 TEMPORARY SILT FENCE | | | 0020 207-08263 4560.000 SYS | 9.00000 41040.00| 16.00000 72960.00| 13.68000 62380.80 SUBGRADE TREATMENT, TYPE IA | | | 0021 207-08267 28.000 SYS | 20.00000 560.00| 20.00000 560.00| 23.21000 649.88 SUBGRADE TREATMENT, TYPE IIIA | | | 0022 211-09264 203.000 CYS | 34.00000 6902.00| 27.50000 5582.50| 39.24000 7965.72 STRUCTURAL BACKFILL, TYPE 1 | | | 0023 402-07433 208.000 TON | 74.00000 15392.00| 72.00000 14976.00| 75.00000 15600.00 HMA SURFACE, TYPE B | | | 0024 402-07438 347.000 TON | 54.00000 18738.00| 64.00000 22208.00| 63.00000 21861.00 HMA INTERMEDIATE, TYPE B | | | 0025 402-07441 854.000 TON | 54.00000 46116.00| 59.00000 50386.00| 50.00000 42700.00 HMA BASE, TYPE B | | | 0026 406-05520 2.600 TON | 575.00000 1495.00| 375.00000 975.00| 470.00000 1222.00 ASPHALT FOR TACK COAT | | | 0027 502-06457 28.000 SYS | 85.00000 2380.00| 127.00000 3556.00| 88.98000 2491.44 PCCP, 9 IN | | | 0028 601-02241 132.000 LFT | 12.00000 1584.00| 9.00000 1188.00| 12.00000 1584.00 GUARDRAIL, REMOVE | | | 0029 604-07897 24.000 SYS | 125.00000 3000.00| 200.00000 4800.00| 92.61000 2222.64 CURB RAMP, CONCRETE, C | | | 0030 604-07901 22.000 SYS | 125.00000 2750.00| 200.00000 4400.00| 136.69000 3007.18 CURB RAMP, CONCRETE, G | | | 0031 604-07902 30.000 SYS | 125.00000 3750.00| 165.00000 4950.00| 99.23000 2976.90 CURB RAMP, CONCRETE, H | | | 0032 604-91531 268.000 SYS | 29.00000 7772.00| 55.00000 14740.00| 55.53000 14882.04 SIDEWALK, CONCRETE, 4 IN | | | 0033 605-06120 237.000 LFT | 21.00000 4977.00| 24.00000 5688.00| 26.09000 6183.33 CURB, CONCRETE | | | 0034 605-06150 924.000 LFT | 13.40000 12381.60| 24.50000 22638.00| 27.93000 25807.32 CURB AND GUTTER, C, CONCRETE | | | 0035 605-06155 77.000 LFT | 20.00000 1540.00| 23.50000 1809.50| 45.91000 3535.07 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0036 610-07487 368.000 TON | 70.00000 25760.00| 75.00000 27600.00| 54.00000 19872.00 HMA FOR APPROACHES, TYPE B | | | 0037 615-06505 5.000 EACH | 900.00000 4500.00| 950.00000 4750.00| 900.00000 4500.00 MONUMENT, B | | | 0038 621-01004 2.000 EACH | 535.00000 1070.00| 495.00000 990.00| 975.00000 1950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-02363 1723.000 SYS | 0.20000 344.60| 0.20000 344.60| 2.25000 3876.75 MULCHED SEEDING T, CONVENTIONAL MIX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 231 -4 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29262-A COUNTIES : DEARBORN LETTING DATE : 05/11/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0844079 |( 3 ) 31-1323837 |DAVE OMARA CONTRACTOR INC |PAUL H ROHE COMPANY |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 621-06560 1723.000 SYS | 1.00000 1723.00| 1.00000 1723.00| 2.25000 3876.75 MULCHED SEEDING, U | | | 0041 621-06575 272.000 SYS | 6.50000 1768.00| 6.00000 1632.00| 12.40000 3372.80 SODDING, NURSERY | | | 0042 628-08520 2.000 EACH | 200.00000 400.00| 100.00000 200.00| 372.60000 745.20 CELLULAR TELEPHONE/RADIO | | | 0043 628-08521 14.000 MOS | 65.00000 910.00| 105.00000 1470.00| 149.03000 2086.42 CELLULAR TELEPHONE/RADIO SERVICE | | | 0044 628-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0045 628-09402 7.000 MOS | 975.00000 6825.00| 1500.00000 10500.00| 2359.74000 16518.18 FIELD OFFICE, B | | | 0046 628-09407 7.000 MOS | 185.00000 1295.00| 235.00000 1645.00| 290.35000 2032.45 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0047 715-05149 328.000 LFT | 24.00000 7872.00| 42.00000 13776.00| 39.59000 12985.52 PIPE, TYPE 2 CIRCULAR 12 IN | | | 0048 715-05151 92.000 LFT | 34.00000 3128.00| 54.00000 4968.00| 42.22000 3884.24 PIPE, TYPE 2 CIRCULAR 15 IN | | | 0049 715-05152 12.000 LFT | 86.00000 1032.00| 90.00000 1080.00| 224.09000 2689.08 PIPE, TYPE 2 CIRCULAR 18 IN | | | 0050 720-01092 1.000 EACH | 2600.00000 2600.00| 3750.00000 3750.00| 3809.49000 3809.49 MANHOLE, J15, MODIFIED | | | 0051 720-44000 6.000 EACH | 400.00000 2400.00| 315.00000 1890.00| 714.98000 4289.88 CASTING, ADJUST TO GRADE | | | 0052 720-44025 1.000 EACH | 730.00000 730.00| 775.00000 775.00| 999.57000 999.57 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0053 720-45030 1.000 EACH | 900.00000 900.00| 1640.00000 1640.00| 1160.03000 1160.03 INLET, E7 | | | 0054 720-45410 4.000 EACH | 1250.00000 5000.00| 2255.00000 9020.00| 2694.42000 10777.68 MANHOLE, C4 | | | 0055 720-45605 4.000 LFT | 300.00000 1200.00| 485.00000 1940.00| 1000.40000 4001.60 STRUCTURE, MANHOLE, RECONSTRUCTED | | | 0056 720-98174 3.000 EACH | 1767.00000 5301.00| 2180.00000 6540.00| 2042.93000 6128.79 INLET, B15 | | | 0057 720-99417 3.000 EACH | 1767.00000 5301.00| 2575.00000 7725.00| 2250.47000 6751.41 CATCH BASIN, C15 | | | 0058 801-03290 2.000 EACH | 360.00000 720.00| 250.00000 500.00| 250.00000 500.00 CONSTRUCTION SIGN, C | | | 0059 801-06199 3.000 EACH | 550.00000 1650.00| 325.00000 975.00| 325.00000 975.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 231 -5 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29262-A COUNTIES : DEARBORN LETTING DATE : 05/11/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0844079 |( 3 ) 31-1323837 |DAVE OMARA CONTRACTOR INC |PAUL H ROHE COMPANY |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 801-06640 14.000 EACH | 180.00000 2520.00| 250.00000 3500.00| 250.00000 3500.00 CONSTRUCTION SIGN, A | | | 0062 801-06775 LUMP | 8734.90000 8734.90| 28715.00000 28715.00| 24890.20000 24890.20 MAINTAINING TRAFFIC | | | 0063 801-07118 48.000 LFT | 16.00000 768.00| 9.00000 432.00| 9.00000 432.00 BARRICADE, III-A | | | 0064 801-07120 140.000 LFT | 54.00000 7560.00| 36.00000 5040.00| 36.00000 5040.00 BARRICADE, III, PERMANENT | | | 0065 802-05701 56.000 LFT | 44.00000 2464.00| 38.00000 2128.00| 24.50000 1372.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0066 802-09838 80.000 SFT | 44.00000 3520.00| 38.00000 3040.00| 24.50000 1960.00 SIGN, SHEET, WITH LEGEND 0.080" | | | 0067 805-01300 1.000 EACH | 4400.00000 4400.00| 4116.00000 4116.00| 4252.82000 4252.82 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0068 805-01815 4.000 EACH | 3800.00000 15200.00| 3460.00000 13840.00| 2531.44000 10125.76 SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | | IN | | | 0069 805-01842 8.000 EACH | 1050.00000 8400.00| 989.00000 7912.00| 1113.83000 8910.64 HANDHOLE, SIGNAL | | | 0070 805-01844 1237.000 LFT | 21.00000 25977.00| 20.00000 24740.00| 20.25000 25049.25 CONDUIT, STEEL, GALVANIZED, 2 IN, | | | UNDERGROUND | | | 0071 805-01879 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| 759.43000 759.43 SIGNAL SERVICE, INSTALL | | | 0072 805-02152 4.000 EACH | 750.00000 3000.00| 727.00000 2908.00| 855.63000 3422.52 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOL, 18 IN | | | 0073 805-02658 52.000 LFT | 3.00000 156.00| 2.70000 140.40| 3.44000 178.88 CABLE, COAXIAL | | | 0074 805-03793 1.000 EACH | 1800.00000 1800.00| 1745.00000 1745.00| 1620.12000 1620.12 DETECTOR CARD RACK AND DETECTOR MODULES | | | 0075 805-08466 1.000 EACH | 275.00000 275.00| 266.00000 266.00| 420.22000 420.22 RADIO ANTENNA, 9db, YAGI | | | 0076 805-78109 1.000 EACH | 17000.00000 17000.00| 15155.00000 15155.00| 14479.83000 14479.83 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0077 805-78205 5.000 EACH | 975.00000 4875.00| 895.00000 4475.00| 896.13000 4480.65 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | | AMBER, GREEN | | | 0078 805-78230 1.000 EACH | 1400.00000 1400.00| 1382.00000 1382.00| 1316.35000 1316.35 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 231 -6 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29262-A COUNTIES : DEARBORN LETTING DATE : 05/11/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0844079 |( 3 ) 31-1323837 |DAVE OMARA CONTRACTOR INC |PAUL H ROHE COMPANY |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 805-78370 4.000 EACH | 282.00000 1128.00| 262.00000 1048.00| 197.45000 789.80 PEDESTRIAN PUSH BUTTON | | | 0080 805-78420 3.000 EACH | 282.00000 846.00| 252.00000 756.00| 329.09000 987.27 DISCONNECT HANGER | | | 0081 805-78467 27.000 LFT | 2.50000 67.50| 2.30000 62.10| 3.34000 90.18 SIGNAL CABLE, 3C 8GA | | | 0082 805-78470 4205.000 LFT | 1.50000 6307.50| 1.30000 5466.50| 0.15000 630.75 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | | 0083 805-78480 607.000 LFT | 1.10000 667.70| 1.10000 667.70| 2.03000 1232.21 SIGNAL CABLE, 3C 14GA | | | 0084 805-78485 665.000 LFT | 1.50000 997.50| 1.40000 931.00| 2.73000 1815.45 SIGNAL CABLE, 5C 14GA | | | 0085 805-78490 652.000 LFT | 1.60000 1043.20| 1.50000 978.00| 2.94000 1916.88 SIGNAL CABLE, 7C 14GA | | | 0086 805-78510 2921.000 LFT | 1.00000 2921.00| 0.95000 2774.95| 1.62000 4732.02 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0087 805-78785 10.000 EACH | 1150.00000 11500.00| 1071.00000 10710.00| 1215.09000 12150.90 SIGNAL DETECTOR HOUSING | | | 0088 805-78795 1700.000 LFT | 14.00000 23800.00| 13.00000 22100.00| 10.63000 18071.00 SAW CUT FOR ROADWAY LOOP AND SEALANT | | | 0089 805-78900 1.000 EACH | 800.00000 800.00| 741.00000 741.00| 972.07000 972.07 PEDESTAL FOUNDATION, A | | | 0090 805-78925 1.000 EACH | 1400.00000 1400.00| 1236.00000 1236.00| 1923.89000 1923.89 CONTROLLER CABINET FOUNDATION, P1 | | | 0091 805-81032 4.000 EACH | 4400.00000 17600.00| 4124.00000 16496.00| 4050.30000 16201.20 SIGNAL STRAIN POLE, STEEL, 30 FT | | | 0092 805-90005 1.000 EACH | 685.00000 685.00| 636.00000 636.00| 794.87000 794.87 SIGNAL PEDESTAL, 10 FT | | | 0093 805-92504 12.000 EACH | 350.00000 4200.00| 334.00000 4008.00| 354.40000 4252.80 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0094 808-05866 21.000 SYS | 150.00000 3150.00| 23.00000 483.00| 23.00000 483.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0095 808-06701 110.000 LFT | 1.00000 110.00| 0.65000 71.50| 0.65000 71.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | | 0096 808-06703 259.000 LFT | 1.00000 259.00| 0.65000 168.35| 0.65000 168.35 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0097 808-06711 280.000 LFT | 1.00000 280.00| 0.15000 42.00| 0.15000 42.00 LINE, PAINT, BROKEN, WHITE, 4 IN | | | 0098 808-06712 180.000 LFT | 1.00000 180.00| 0.15000 27.00| 0.15000 27.00 LINE, PAINT, BROKEN, YELLOW, 4 IN | | | 0099 808-06713 1697.000 LFT | 1.00000 1697.00| 0.15000 254.55| 0.15000 254.55 LINE, PAINT, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 231 -7 TABULATION OF BIDS CALL ORDER : 231 CONTRACT ID : R -29262-A COUNTIES : DEARBORN LETTING DATE : 05/11/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0844079 |( 3 ) 31-1323837 |DAVE OMARA CONTRACTOR INC |PAUL H ROHE COMPANY |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 808-06714 2104.000 LFT | 1.20000 2524.80| 0.15000 315.60| 0.15000 315.60 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0101 808-06716 2660.000 LFT | 0.36000 957.60| 0.25000 665.00| 0.25000 665.00 LINE, REMOVE | | | 0102 808-06723 2.000 EACH | 95.00000 190.00| 50.00000 100.00| 50.00000 100.00 PAVEMENT MESSAGE MARKING, PAINT, LANE | | | INDICATION ARROW | | | 0103 808-06724 2.000 EACH | 155.00000 310.00| 60.00000 120.00| 60.00000 120.00 PAVEMENT MESSAGE MARKING, PAINT, ONLY | | | 0104 808-06726 62.000 LFT | 4.00000 248.00| 2.00000 124.00| 2.00000 124.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | 24" | | | 0105 808-75100 177.000 LFT | 2.00000 354.00| 1.75000 309.75| 1.75000 309.75 TRANSVERSE MARKING, PAINT, CROSSWALK | | | LINE, 6" | | | 0106 808-75245 574.000 LFT | 1.00000 574.00| 0.65000 373.10| 0.65000 373.10 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 I | | | 0107 808-75297 70.000 LFT | 6.50000 455.00| 4.00000 280.00| 4.00000 280.00 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN | | | 0108 808-75300 292.000 LFT | 1.70000 496.40| 2.00000 584.00| 2.00000 584.00 TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSWALK LINE, 6" | | | 0109 808-75320 5.000 EACH | 125.00000 625.00| 65.00000 325.00| 65.00000 325.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0110 808-75325 5.000 EACH | 175.00000 875.00| 85.00000 425.00| 85.00000 425.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | (ONLY) | | | 0111 801-06207 4320.000 LFT | 1.20000 5184.00| 0.90000 3888.00| 0.90000 3888.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN | | | 0112 801-09133 2.000 EACH | 1400.00000 2800.00| 5500.00000 11000.00| 5500.00000 11000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0113 805-78415 4.000 EACH | 2000.00000 8000.00| 1924.00000 7696.00| 2531.44000 10125.76 SPAN, CATENARY, AND TETHER | | | 0114 805-08464 1.000 EACH | 3258.00000 3258.00| 3258.00000 3258.00| 3240.24000 3240.24 RADIO, INTERCONNECT | | | SECTION TOTALS | $ 643,745.00| $ 707,983.60| $ 731,806.57 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 643,745.00| $ 707,983.60| $ 731,806.57 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 251 -1 VENDOR RANKING CALL ORDER : 251 CONTRACT ID : R -29670-A COUNTIES : ALLEN LETTING DATE : 05/11/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ENHANCEMENT, BIKE/PEDESTRIAN FACILITY COMPLETION DATE : 05/12/12 LOCATION : WABASH RAILROAD DEPOT RELOCATION AND TRAIL FROM PROJECT(S) : 0600380 STATE ST TO MOSER PARK ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 619,038.00 100.0000% 2 35-1841857 CRI CONSTRUCTION INC $ 722,842.20 116.7686% 3 35-1657131 MICHIANA CONTRACTING INC $ 723,260.67 116.8362% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 251 -2 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -29670-A COUNTIES : ALLEN LETTING DATE : 05/11/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1841857 |( 3 ) 35-1657131 |BROOKS CONSTRUCTION COMPANY |CRI CONSTRUCTION INC |MICHIANA CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 850.00000 850.00 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 30750.00000 30750.00| 35000.00000 35000.00| 44000.00000 44000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-02250 2.000 EACH | 140.83000 281.66| 550.00000 1100.00| 650.00000 1300.00 TREE, 10 IN, REMOVE | | | 0009 201-02264 1.000 EACH | 563.28000 563.28| 1800.00000 1800.00| 1550.00000 1550.00 TREE, 42 IN, REMOVE | | | 0010 201-52370 LUMP | 6000.00000 6000.00| 15000.00000 15000.00| 9520.00000 9520.00 CLEARING RIGHT OF WAY | | | 0011 202-02278 204.000 LFT | 3.16000 644.64| 8.00000 1632.00| 5.00000 1020.00 CURB, CONCRETE, REMOVE | | | 0012 202-02279 48.000 LFT | 4.82000 231.36| 10.00000 480.00| 6.00000 288.00 CURB AND GUTTER, REMOVE | | | 0013 202-02772 1.000 EACH | 57.27000 57.27| 150.00000 150.00| 200.00000 200.00 CASTING, REMOVE | | | 0014 202-52710 25.000 SYS | 7.45000 186.25| 15.00000 375.00| 9.00000 225.00 SIDEWALK, CONCRETE, REMOVE | | | 0015 202-93615 18.000 SYS | 7.82000 140.76| 20.00000 360.00| 9.00000 162.00 CONCRETE, REMOVE | | | 0016 202-98370 3.000 EACH | 750.00000 2250.00| 900.00000 2700.00| 600.00000 1800.00 POLE, REMOVE | | | 0017 203-02000 629.000 CYS | 28.00000 17612.00| 26.00000 16354.00| 20.00000 12580.00 EXCAVATION, COMMON | | | 0018 205-06937 3157.000 LFT | 1.20000 3788.40| 3.00000 9471.00| 1.38000 4356.66 TEMPORARY SILT FENCE | | | 0019 207-08267 1873.000 SYS | 7.50000 14047.50| 18.00000 33714.00| 9.00000 16857.00 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 251 -3 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -29670-A COUNTIES : ALLEN LETTING DATE : 05/11/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1841857 |( 3 ) 35-1657131 |BROOKS CONSTRUCTION COMPANY |CRI CONSTRUCTION INC |MICHIANA CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-09264 106.000 CYS | 37.70000 3996.20| 22.00000 2332.00| 25.00000 2650.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0021 301-07448 899.000 TON | 15.00000 13485.00| 24.00000 21576.00| 17.00000 15283.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 304-07490 28.000 TON | 85.00000 2380.00| 281.00000 7868.00| 125.00000 3500.00 HMA PATCHING, TYPE B | | | 0023 402-07432 102.000 TON | 72.00000 7344.00| 75.00000 7650.00| 75.00000 7650.00 HMA SURFACE, TYPE A | | | 0024 402-07435 164.000 TON | 51.00000 8364.00| 54.00000 8856.00| 54.00000 8856.00 HMA INTERMEDIATE, TYPE A | | | 0025 406-05520 0.400 TON | 100.00000 40.00| 100.00000 40.00| 100.00000 40.00 ASPHALT FOR TACK COAT | | | 0026 603-06045 90.000 LFT | 20.00000 1800.00| 42.00000 3780.00| 27.10000 2439.00 FENCE, CHAIN LINK, 48 IN | | | 0027 603-06065 27.000 LFT | 25.00000 675.00| 51.00000 1377.00| 21.10000 569.70 FENCE, CHAIN LINK, RESET | | | 0028 604-07902 25.000 SYS | 85.00000 2125.00| 185.00000 4625.00| 85.00000 2125.00 CURB RAMP, CONCRETE, H | | | 0029 604-91531 545.000 SYS | 36.00000 19620.00| 38.00000 20710.00| 40.00000 21800.00 SIDEWALK, CONCRETE, 4 IN | | | 0030 605-06155 251.000 LFT | 20.00000 5020.00| 21.00000 5271.00| 18.00000 4518.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0031 610-09108 41.000 SYS | 64.00000 2624.00| 49.00000 2009.00| 70.00000 2870.00 PCCP FOR APPROACHES, 9 IN | | | 0032 614-92148 90.000 LFT | 23.99000 2159.10| 11.00000 990.00| 18.00000 1620.00 RAILROAD TRACK AND TIES, REMOVE | | | 0033 616-06405 3.000 TON | 43.82000 131.46| 120.00000 360.00| 60.00000 180.00 RIPRAP, REVETMENT | | | 0034 621-01004 2.000 EACH | 300.00000 600.00| 1000.00000 2000.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-02363 1081.000 SYS | 0.30000 324.30| 2.00000 2162.00| 0.74000 799.94 MULCHED SEEDING T, CONVENTIONAL MIX | | | 0036 621-06560 1081.000 SYS | 1.50000 1621.50| 2.00000 2162.00| 1.20000 1297.20 MULCHED SEEDING, U | | | 0037 621-08538 32.000 CYS | 60.00000 1920.00| 39.00000 1248.00| 75.00000 2400.00 MULCH BEDDING, 3 INCH, HARDWOOD | | | 0038 622-05639 62.000 EACH | 40.00000 2480.00| 16.00000 992.00| 42.25000 2619.50 PLANT, DECIDUOUS SHRUB, 18 TO 24 IN | | | 0039 622-05649 8.000 EACH | 240.00000 1920.00| 16.00000 128.00| 235.00000 1880.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 251 -4 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -29670-A COUNTIES : ALLEN LETTING DATE : 05/11/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1841857 |( 3 ) 35-1657131 |BROOKS CONSTRUCTION COMPANY |CRI CONSTRUCTION INC |MICHIANA CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 622-05651 5.000 EACH | 525.00000 2625.00| 16.00000 80.00| 410.00000 2050.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN | | | 0041 628-09401 14.000 MOS | 1646.00000 23044.00| 2400.00000 33600.00| 1435.00000 20090.00 FIELD OFFICE, A | | | 0042 702-90915 3.000 CYS | 85.00000 255.00| 1800.00000 5400.00| 80.00000 240.00 CONCRETE, CLASS A | | | 0043 706-09545 36.000 CYS | 44.07000 1586.52| 42.00000 1512.00| 30.00000 1080.00 COARSE AGGREGATE, NO 8 | | | 0044 711-02556 LUMP | 397600.00000 397600.00| 397000.00000 397000.00| 485200.00000 485200.00 DEPOT BUILDING RELOCATION AND | | | RESTORATION | | | 0045 715-03025 3.000 EACH | 2300.00000 6900.00| 4900.00000 14700.00| 2400.00000 7200.00 SANITARY MANHOLE | | | 0046 715-05149 160.000 LFT | 24.07000 3851.20| 48.00000 7680.00| 32.00000 5120.00 PIPE, TYPE 2 CIRCULAR 12 IN | | | 0047 715-05408 150.000 LFT | 22.89000 3433.50| 28.00000 4200.00| 30.00000 4500.00 PIPE SANITARY SEWER 8 IN PVC, SDR 35 | | | 0048 715-05537 75.000 LFT | 7.75000 581.25| 18.00000 1350.00| 5.00000 375.00 PIPE , STORM, 3 INCH | | | 0049 715-05711 110.000 LFT | 19.65000 2161.50| 22.00000 2420.00| 28.00000 3080.00 PIPE SANITARY SEWER 6 IN PVC, SDR 35 | | | 0050 715-94064 102.000 LFT | 23.39000 2385.78| 18.00000 1836.00| 25.00000 2550.00 WATER LINE, COPPER, 0.75 IN | | | 0051 720-44070 1.000 EACH | 682.39000 682.39| 400.00000 400.00| 900.00000 900.00 CASTING, 13, FURNISH AND ADJUST TO GRAD | | | 0052 720-45275 2.000 EACH | 969.59000 1939.18| 165.00000 330.00| 1300.00000 2600.00 PIPE CATCH BASIN, 24 IN | | | 0053 732-03053 1.000 EACH | 703.47000 703.47| 10.00000 10.00| 1300.00000 1300.00 METER PIT , FOR WATER LINE | | | 0054 801-03290 2.000 EACH | 200.00000 400.00| 270.00000 540.00| 165.00000 330.00 CONSTRUCTION SIGN, C | | | 0055 801-06640 11.000 EACH | 175.00000 1925.00| 300.00000 3300.00| 138.00000 1518.00 CONSTRUCTION SIGN, A | | | 0056 801-06645 3.000 EACH | 55.00000 165.00| 160.00000 480.00| 45.00000 135.00 CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP | 6221.83000 6221.83| 15000.00000 15000.00| 3400.00000 3400.00 MAINTAINING TRAFFIC | | | 0058 802-03896 1.000 EACH | 655.00000 655.00| 1800.00000 1800.00| 600.00000 600.00 BOLLARD , 6 INCH DIA. | | | 0059 802-05701 11.000 LFT | 11.00000 121.00| 45.00000 495.00| 26.00000 286.00 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 251 -5 TABULATION OF BIDS CALL ORDER : 251 CONTRACT ID : R -29670-A COUNTIES : ALLEN LETTING DATE : 05/11/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1841857 |( 3 ) 35-1657131 |BROOKS CONSTRUCTION COMPANY |CRI CONSTRUCTION INC |MICHIANA CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 802-07059 1.000 EACH | 75.00000 75.00| 400.00000 400.00| 20.00000 20.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0061 802-09840 7.100 SFT | 12.00000 85.20| 62.00000 440.20| 33.15000 235.37 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0062 805-96014 246.000 LFT | 1.25000 307.50| 8.00000 1968.00| 2.50000 615.00 SAW CUT, FULL DEPTH | | | 0063 808-06713 333.000 LFT | 2.00000 666.00| 8.00000 2664.00| 2.10000 699.30 LINE, PAINT, SOLID, WHITE, 4 IN | | | 0064 808-75060 240.000 LFT | 2.00000 480.00| 4.00000 960.00| 1.15000 276.00 TRANSVERSE MARKING, PAINT, CROSSHATCH | | | LINE, WHITE, 12" , 12 INCH | | | SECTION TOTALS | $ 619,038.00| $ 722,842.20| $ 723,260.67 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 619,038.00| $ 722,842.20| $ 723,260.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 261 -1 VENDOR RANKING CALL ORDER : 261 CONTRACT ID : R -29686-A COUNTIES : STEUBEN LETTING DATE : 05/11/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 09/15/11 LOCATION : ON CR 800S, FROM I-69 TO EAST OF CR 31 PROJECT(S) : 9976019 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 801,356.50 100.0000% 2 62-1492793 API CONSTRUCTION CORP $ 864,589.65 107.8908% 3 35-1139301 E & B PAVING INC $ 882,229.93 110.0921% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 261 -2 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -29686-A COUNTIES : STEUBEN LETTING DATE : 05/11/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 62-1492793 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 8660.00000 8660.00| 6500.00000 6500.00 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 38000.00000 38000.00| 43230.00000 43230.00| 44000.00000 44000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 11000.00000 11000.00| 12965.00000 12965.00| 13300.00000 13300.00 CLEARING RIGHT OF WAY | | | 0010 202-74040 1.000 EACH | 650.00000 650.00| 2100.00000 2100.00| 650.00000 650.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0011 203-02000 5210.000 CYS | 10.00000 52100.00| 12.55000 65385.50| 17.69000 92164.90 EXCAVATION, COMMON | | | 0012 203-02070 945.000 CYS | 10.00000 9450.00| 1.00000 945.00| 10.00000 9450.00 BORROW | | | 0013 205-02770 3210.000 SYS | 0.90000 2889.00| 1.00000 3210.00| 1.00000 3210.00 EROSION CONTROL BLANKET | | | 0014 205-06931 108.000 TON | 45.00000 4860.00| 58.45000 6312.60| 37.16000 4013.28 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 3.000 EACH | 85.00000 255.00| 85.00000 255.00| 85.00000 255.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-09543 225.000 TON | 20.00000 4500.00| 18.00000 4050.00| 30.00000 6750.00 NO 2 STONE , UNDISTRIBUTED | | | 0017 207-08263 5822.000 SYS | 13.00000 75686.00| 14.10000 82090.20| 10.00000 58220.00 SUBGRADE TREATMENT, TYPE IA | | | 0018 207-08267 1056.000 SYS | 12.00000 12672.00| 8.20000 8659.20| 7.50000 7920.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0019 211-02050 777.000 CYS | 15.00000 11655.00| 29.25000 22727.25| 10.00000 7770.00 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 261 -3 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -29686-A COUNTIES : STEUBEN LETTING DATE : 05/11/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 62-1492793 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-09264 485.000 CYS | 25.00000 12125.00| 19.50000 9457.50| 18.30000 8875.50 STRUCTURAL BACKFILL, TYPE 1 | | | 0021 303-01180 1684.000 TON | 17.00000 28628.00| 30.00000 50520.00| 40.00000 67360.00 COMPACTED AGGREGATE, NO. 53 | | | 0022 304-07490 17.000 TON | 85.00000 1445.00| 97.00000 1649.00| 100.00000 1700.00 HMA PATCHING, TYPE B | | | 0023 304-07493 1307.000 TON | 43.00000 56201.00| 48.40000 63258.80| 55.00000 71885.00 WIDENING WITH HMA, TYPE B | | | 0024 306-08042 6146.000 SYS | 2.00000 12292.00| 1.50000 9219.00| 2.00000 12292.00 MILLING, SCARIFICATION/PROFILE | | | 0025 306-08043 31.000 SYS | 2.00000 62.00| 1.50000 46.50| 2.00000 62.00 MILLING, TRANSITION | | | 0026 401-06264 LUMP | 625.00000 625.00| 1165.00000 1165.00| 500.00000 500.00 PROFILOGRAPH, HMA | | | 0027 401-07321 837.000 TON | 62.00000 51894.00| 65.00000 54405.00| 52.00000 43524.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0028 401-07390 2079.000 TON | 42.00000 87318.00| 55.00000 114345.00| 52.00000 108108.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0029 406-05520 6.700 TON | 10.00000 67.00| 1.00000 6.70| 50.00000 335.00 ASPHALT FOR TACK COAT | | | 0030 610-07487 598.200 TON | 60.00000 35892.00| 75.00000 44865.00| 35.00000 20937.00 HMA FOR APPROACHES, TYPE B | | | 0031 611-06497 1.000 EACH | 145.00000 145.00| 425.00000 425.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0032 615-01469 2.000 EACH | 495.00000 990.00| 700.00000 1400.00| 500.00000 1000.00 MONUMENT, SECTION CORNER, INSTALL | | | 0033 615-06490 20.000 EACH | 210.00000 4200.00| 162.00000 3240.00| 165.00000 3300.00 RIGHT OF WAY MARKER | | | 0034 615-06505 2.000 EACH | 670.00000 1340.00| 965.00000 1930.00| 900.00000 1800.00 MONUMENT, B | | | 0035 616-02320 495.000 SYS | 1.25000 618.75| 2.45000 1212.75| 3.26000 1613.70 GEOTEXTILES | | | 0036 616-06405 456.000 TON | 27.00000 12312.00| 35.00000 15960.00| 37.16000 16944.96 RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH | 300.00000 600.00| 300.00000 600.00| 300.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 1.000 TON | 700.00000 700.00| 700.00000 700.00| 700.00000 700.00 FERTILIZER | | | 0039 621-06553 400.000 LBS | 4.50000 1800.00| 4.50000 1800.00| 4.50000 1800.00 SEED MIXTURE, R | | | 0040 621-06565 5.000 TON | 400.00000 2000.00| 400.00000 2000.00| 400.00000 2000.00 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 261 -4 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -29686-A COUNTIES : STEUBEN LETTING DATE : 05/11/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 62-1492793 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-06567 26.000 kGAL | 1.00000 26.00| 1.00000 26.00| 1.00000 26.00 WATER | | | 0042 621-06574 2564.000 SYS | 2.90000 7435.60| 3.00000 7692.00| 3.00000 7692.00 SODDING | | | 0043 621-06575 3915.000 SYS | 2.90000 11353.50| 3.00000 11745.00| 3.00000 11745.00 SODDING, NURSERY | | | 0044 628-08520 2.000 EACH | 80.00000 160.00| 150.00000 300.00| 50.00000 100.00 CELLULAR TELEPHONE/RADIO | | | 0045 628-08521 12.000 MOS | 41.00000 492.00| 110.00000 1320.00| 50.00000 600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0046 628-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0047 628-09402 6.000 MOS | 1850.00000 11100.00| 2250.00000 13500.00| 1000.00000 6000.00 FIELD OFFICE, B | | | 0048 628-09407 6.000 MOS | 185.00000 1110.00| 360.00000 2160.00| 100.00000 600.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0049 715-05048 12.000 LFT | 15.00000 180.00| 8.25000 99.00| 30.00000 360.00 PIPE, TYPE 4 CIRCULAR 6 IN | | | 0050 715-05053 270.000 LFT | 20.00000 5400.00| 33.00000 8910.00| 21.86000 5902.20 PIPE, UNDERDRAIN, OUTLET 6 IN | | | 0051 715-05119 184.000 LFT | 25.00000 4600.00| 38.00000 6992.00| 52.66000 9689.44 PIPE, TYPE 1 CIRCULAR 15 IN | | | 0052 715-05151 63.000 LFT | 25.00000 1575.00| 36.00000 2268.00| 52.07000 3280.41 PIPE, TYPE 2 CIRCULAR 15 IN | | | 0053 715-05169 139.000 LFT | 25.00000 3475.00| 33.50000 4656.50| 51.23000 7120.97 PIPE, TYPE 3 CIRCULAR 15 IN | | | 0055 715-08305 25.000 TON | 75.00000 1875.00| 97.00000 2425.00| 100.00000 2500.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0056 715-46005 8.000 EACH | 250.00000 2000.00| 331.00000 2648.00| 285.00000 2280.00 PIPE END SECTION, 15 IN | | | 0058 718-06531 18.000 EACH | 400.00000 7200.00| 495.00000 8910.00| 250.00000 4500.00 OUTLET PROTECTOR, 3 | | | 0059 718-52610 504.000 CYS | 25.00000 12600.00| 38.50000 19404.00| 30.30000 15271.20 AGGREGATE FOR UNDERDRAINS | | | 0060 718-99153 6300.000 SYS | 0.50000 3150.00| 0.55000 3465.00| 1.00000 6300.00 GEOTEXTILES FOR UNDERDRAIN | | | 0061 720-45275 3.000 EACH | 1500.00000 4500.00| 745.00000 2235.00| 1300.00000 3900.00 PIPE CATCH BASIN, 24 IN | | | 0062 801-03290 6.000 EACH | 113.00000 678.00| 195.00000 1170.00| 113.00000 678.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 261 -5 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -29686-A COUNTIES : STEUBEN LETTING DATE : 05/11/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 62-1492793 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0063 801-04308 5.000 EACH | 215.00000 1075.00| 200.00000 1000.00| 215.00000 1075.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06625 60.000 EACH | 48.00000 2880.00| 125.00000 7500.00| 48.00000 2880.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 13.000 EACH | 108.00000 1404.00| 155.00000 2015.00| 108.00000 1404.00 CONSTRUCTION SIGN, A | | | 0066 801-06645 4.000 EACH | 1.00000 4.00| 40.00000 160.00| 1.00000 4.00 CONSTRUCTION SIGN, B (Undistributed) | | | 0067 801-06775 LUMP | 25631.67000 25631.67| 5585.00000 5585.00| 4800.00000 4800.00 MAINTAINING TRAFFIC | | | 0068 801-07119 120.000 LFT | 7.90000 948.00| 10.00000 1200.00| 7.90000 948.00 BARRICADE, III-B | | | 0069 802-05701 116.300 LFT | 11.25000 1308.38| 18.50000 2151.55| 11.25000 1308.38 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0070 802-07057 98.000 SFT | 18.00000 1764.00| 23.00000 2254.00| 18.00000 1764.00 SIGN, PANEL, WITH LEGEND | | | 0071 802-07151 2.000 EACH | 425.00000 850.00| 773.00000 1546.00| 425.00000 850.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0072 802-09838 25.200 SFT | 11.25000 283.50| 38.50000 970.20| 11.25000 283.50 SIGN, SHEET, WITH LEGEND 0.080" | | | 0073 802-09840 20.900 SFT | 11.50000 240.35| 39.00000 815.10| 11.50000 240.35 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0074 802-76095 329.000 LBS | 3.75000 1233.75| 4.70000 1546.30| 3.75000 1233.75 STRUCTURAL STEEL, BREAKAWAY | | | 0075 808-06703 6670.000 LFT | 0.51000 3401.70| 0.47000 3134.90| 0.51000 3401.70 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0076 808-75245 5530.000 LFT | 0.51000 2820.30| 0.47000 2599.10| 0.51000 2820.30 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 I | | | 0077 808-75297 44.000 LFT | 9.50000 418.00| 12.00000 528.00| 9.50000 418.00 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN | | | 0078 610-09108 448.000 SYS | 35.00000 15680.00| 45.00000 20160.00| 60.00000 26880.00 PCCP FOR APPROACHES, 9 IN | | | 0079 207-08267 325.000 SYS | 10.00000 3250.00| 8.20000 2665.00| 7.50000 2437.50 SUBGRADE TREATMENT, TYPE IIIA , | | | NON-PARTICIPATING | | | 0080 610-07487 2145.000 TON | 35.00000 75075.00| 1.00000 2145.00| 35.00000 75075.00 HMA FOR APPROACHES, TYPE B , | | | NON-PARTICIPATING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 261 -6 TABULATION OF BIDS CALL ORDER : 261 CONTRACT ID : R -29686-A COUNTIES : STEUBEN LETTING DATE : 05/11/11 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 62-1492793 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 715-05048 5600.000 LFT | 4.90000 27440.00| 6.25000 35000.00| 5.00000 28000.00 PIPE, TYPE 4 CIRCULAR 6 IN , | | | NON-PARTICIPATING | | | 0082 302-07455 8.000 CYS | 30.00000 240.00| 47.75000 382.00| 40.00000 320.00 DENSE GRADED SUBBASE | | | 0083 715-05019 109.000 LFT | 75.00000 8175.00| 270.00000 29430.00| 107.21000 11685.89 PIPE, TYPE 1 CIRCULAR 36 IN | | | 0084 715-08283 45.000 SYS | 41.00000 1845.00| 45.00000 2025.00| 100.00000 4500.00 PCCP FOR STRUCTURE INSTALLATION | | | 0085 715-46040 2.000 EACH | 750.00000 1500.00| 525.00000 1050.00| 804.00000 1608.00 PIPE END SECTION, 36 IN | | | SECTION TOTALS | $ 801,356.50| $ 864,589.65| $ 882,229.93 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 801,356.50| $ 864,589.65| $ 882,229.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 281 -1 VENDOR RANKING CALL ORDER : 281 CONTRACT ID : R -30447-A COUNTIES : FULTON LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 09/01/11 LOCATION : ON SR 14 AT BARRETT RD, 0.59 MILE EAST OF EAST JCT PROJECT(S) : 1823017 OF SR 25 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN INC $ 55,612.73 100.0000% 2 35-1139301 E & B PAVING INC $ 58,922.50 105.9515% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 281 -2 TABULATION OF BIDS CALL ORDER : 281 CONTRACT ID : R -30447-A COUNTIES : FULTON LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1139301 |( ) |PHEND & BROWN INC |E & B PAVING INC | 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 | 4400.00000 4400.00| 850.00000 850.00| CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 2750.00000 2750.00| 2800.00000 2800.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 203-02000 10.000 CYS | 15.50000 155.00| 240.00000 2400.00| EXCAVATION, COMMON | | | 0009 207-09935 415.000 SYS | 35.35000 14670.25| 20.00000 8300.00| SUBGRADE TREATMENT, TYPE 1C | | | 0010 303-07449 150.000 TON | 19.60000 2940.00| 25.00000 3750.00| COMPACTED AGGREGATE, NO. 73 | | | 0011 402-07433 30.000 TON | 111.10000 3333.00| 95.00000 2850.00| HMA SURFACE, TYPE B | | | 0012 402-07438 48.000 TON | 83.00000 3984.00| 90.00000 4320.00| HMA INTERMEDIATE, TYPE B | | | 0013 402-07441 150.000 TON | 70.00000 10500.00| 85.00000 12750.00| HMA BASE, TYPE B | | | 0014 628-09402 4.000 MOS | 1000.00000 4000.00| 1500.00000 6000.00| FIELD OFFICE, B | | | 0015 801-03290 2.000 EACH | 90.00000 180.00| 120.00000 240.00| CONSTRUCTION SIGN, C | | | 0016 801-06640 4.000 EACH | 82.00000 328.00| 120.00000 480.00| CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP | 5050.00000 5050.00| 10355.00000 10355.00| MAINTAINING TRAFFIC | | | 0018 802-05701 60.000 LFT | 7.67000 460.20| 16.00000 960.00| SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0019 802-09838 37.500 SFT | 14.85000 556.88| 23.00000 862.50| SIGN, SHEET, WITH LEGEND 0.080" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 281 -3 TABULATION OF BIDS CALL ORDER : 281 CONTRACT ID : R -30447-A COUNTIES : FULTON LETTING DATE : 05/11/11 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0997978 |( 2 ) 35-1139301 |( ) |PHEND & BROWN INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 808-75245 1000.000 LFT | 0.84000 840.00| 0.50000 500.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 I | | | 0021 808-75274 300.000 LFT | 1.68000 504.00| 2.00000 600.00| TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSHATCH LINE, YELLOW, 8" | | | 0022 808-75297 120.000 LFT | 5.47000 656.40| 5.00000 600.00| TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN | | | 0023 808-75320 4.000 EACH | 75.00000 300.00| 75.00000 300.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | SECTION TOTALS | $ 55,612.73| $ 58,922.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 55,612.73| $ 58,922.50| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 291 -1 VENDOR RANKING CALL ORDER : 291 CONTRACT ID : R -30818-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/11/11 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : PIPE LINING COMPLETION DATE : 07/29/11 LOCATION : ALONG SR 9 AT VARIOUS LOCATIONS PROJECT(S) : 0800201 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 103,000.00 100.0000% 2 35-2097364 INDIANA RELINE INC $ 148,401.00 144.0786% 3 35-1817574 YARDBERRY LANDSCAPE $ 162,555.00 157.8204% 4 35-1526557 MIDWEST MOLE INC $ 186,191.00 180.7680% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 291 -2 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -30818-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/11/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1004746 |( 2 ) 35-2097364 |( 3 ) 35-1817574 |TEMPLE & TEMPLE EXCAVATING & |INDIANA RELINE INC |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-06845 LUMP | 3150.00000 3150.00| 7500.00000 7500.00| 2000.00000 2000.00 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 | 5000.00000 5000.00| 5000.00000 5000.00| 7500.00000 7500.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 2500.00000 2500.00| 1000.00000 1000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0008 202-51328 LUMP | 3300.00000 3300.00| 2000.00000 2000.00| 3500.00000 3500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURES "A" AND "D" | | | 0009 616-02320 178.000 SYS | 9.00000 1602.00| 2.00000 356.00| 5.00000 890.00 GEOTEXTILES | | | 0010 616-03472 119.000 TON | 40.00000 4760.00| 35.00000 4165.00| 50.00000 5950.00 RIPRAP, REVEMENT 18 IN | | | 0011 616-05688 21.000 TON | 51.00000 1071.00| 55.00000 1155.00| 90.00000 1890.00 RIPRAP, CLASS 1 | | | 0012 628-08520 1.000 EACH | 120.00000 120.00| 200.00000 200.00| 350.00000 350.00 CELLULAR TELEPHONE/RADIO | | | 0013 628-08521 6.000 MOS | 70.00000 420.00| 100.00000 600.00| 100.00000 600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0014 628-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0015 628-09408 6.000 MOS | 100.00000 600.00| 400.00000 2400.00| 550.00000 3300.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0016 628-09409 6.000 MOS | 100.00000 600.00| 100.00000 600.00| 100.00000 600.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0017 715-06501 3.000 EACH | 2200.00000 6600.00| 2500.00000 7500.00| 2000.00000 6000.00 CONCRETE ANCHOR, MIN AREA 8.9 SF | | | STRUCTURES "A", "B", AND "D" | | | 0018 715-07251 30.000 LFT | 150.00000 4500.00| 100.00000 3000.00| 100.00000 3000.00 PIPE EXTENSION, DEFORMED MIN AREA 8.9SF | | | MATCH EXISTING STR. "A" AND STR. "D" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 291 -3 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -30818-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/11/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1004746 |( 2 ) 35-2097364 |( 3 ) 35-1817574 |TEMPLE & TEMPLE EXCAVATING & |INDIANA RELINE INC |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0023 801-03290 2.000 EACH | 320.00000 640.00| 400.00000 800.00| 250.00000 500.00 CONSTRUCTION SIGN, C | | | 0024 801-06640 6.000 EACH | 270.00000 1620.00| 300.00000 1800.00| 200.00000 1200.00 CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP | 3152.00000 3152.00| 10000.00000 10000.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0027 725-06862 82.000 LFT | 180.00000 14760.00| 285.00000 23370.00| 340.00000 27880.00 PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | STRUCTURE "A" | | | 0028 725-06862 74.000 LFT | 180.00000 13320.00| 285.00000 21090.00| 370.00000 27380.00 PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | STRUCTURE "B" | | | 0029 725-06862 110.000 LFT | 180.00000 19800.00| 285.00000 31350.00| 320.00000 35200.00 PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | STRUCTURE "C" | | | 0030 725-06862 86.000 LFT | 180.00000 15480.00| 285.00000 24510.00| 335.00000 28810.00 PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | STRUCTURE "D" | | | SECTION TOTALS | $ 103,000.00| $ 148,401.00| $ 162,555.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 103,000.00| $ 148,401.00| $ 162,555.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 291 -4 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -30818-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/11/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1526557 |( ) |( ) |MIDWEST MOLE INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-06845 LUMP | 1770.00000 1770.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 10500.00000 10500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 4750.00000 4750.00| | CLEARING RIGHT OF WAY | | | 0008 202-51328 LUMP | 3600.00000 3600.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURES "A" AND "D" | | | 0009 616-02320 178.000 SYS | 17.00000 3026.00| | GEOTEXTILES | | | 0010 616-03472 119.000 TON | 105.00000 12495.00| | RIPRAP, REVEMENT 18 IN | | | 0011 616-05688 21.000 TON | 140.00000 2940.00| | RIPRAP, CLASS 1 | | | 0012 628-08520 1.000 EACH | 175.00000 175.00| | CELLULAR TELEPHONE/RADIO | | | 0013 628-08521 6.000 MOS | 120.00000 720.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0014 628-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0015 628-09408 6.000 MOS | 210.00000 1260.00| | MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0016 628-09409 6.000 MOS | 90.00000 540.00| | MOBILE INTERNET SERVICE , 1 EACH | | | 0017 715-06501 3.000 EACH | 4500.00000 13500.00| | CONCRETE ANCHOR, MIN AREA 8.9 SF | | | STRUCTURES "A", "B", AND "D" | | | 0018 715-07251 30.000 LFT | 140.00000 4200.00| | PIPE EXTENSION, DEFORMED MIN AREA 8.9SF | | | MATCH EXISTING STR. "A" AND STR. "D" | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 291 -5 TABULATION OF BIDS CALL ORDER : 291 CONTRACT ID : R -30818-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/11/11 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1526557 |( ) |( ) |MIDWEST MOLE INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0023 801-03290 2.000 EACH | 465.00000 930.00| | CONSTRUCTION SIGN, C | | | 0024 801-06640 6.000 EACH | 325.00000 1950.00| | CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP | 7500.00000 7500.00| | MAINTAINING TRAFFIC | | | 0027 725-06862 82.000 LFT | 340.00000 27880.00| | PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | STRUCTURE "A" | | | 0028 725-06862 74.000 LFT | 360.00000 26640.00| | PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | STRUCTURE "B" | | | 0029 725-06862 110.000 LFT | 300.00000 33000.00| | PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | STRUCTURE "C" | | | 0030 725-06862 86.000 LFT | 335.00000 28810.00| | PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | STRUCTURE "D" | | | SECTION TOTALS | $ 186,191.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 186,191.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -1 VENDOR RANKING CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 07/30/14 LOCATION : ON US 150 AT 113 METERS SOUTH OF THE INTERSECTION OF PROJECT(S) : 0710978 SR 56 TO CR 375 0800286 0800287 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 99-9996263 KNIES CONSTR/ CALCAR PAVING J/V $ 9,742,973.01 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 10,995,000.00 112.8506% 3 35-1917625 MILESTONE CONTRACTORS LP $ 11,128,457.00 114.2203% 4 35-1357381 DAVE OMARA CONTRACTOR INC $ 12,384,950.00 127.1167% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -2 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 99-9996263 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |KNIES CONSTR/ CALCAR PAVING |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP 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 | 137000.00000 137000.00| 275000.00000 275000.00| 149800.00000 149800.00 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 470500.00000 470500.00| 395000.00000 395000.00| 556000.00000 556000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-01015 LUMP | 56200.00000 56200.00| 68650.00000 68650.00| 35000.00000 35000.00 CLEARING AND GRUBBING | | | 0012 201-52370 LUMP | 100000.00000 100000.00| 350000.00000 350000.00| 390000.00000 390000.00 CLEARING RIGHT OF WAY | | | 0013 202-01261 60.000 EACH | 77.63000 4657.80| 50.00000 3000.00| 70.00000 4200.00 TESTING FOR ASBESTOS, TYPE , Z | | | 0014 202-02240 20998.400 m2 | 3.29000 69084.74| 8.00000 167987.20| 8.50000 178486.40 PAVEMENT REMOVAL | | | 0015 202-02278 127.000 m | 24.56000 3119.12| 120.00000 15240.00| 60.00000 7620.00 CURB, CONCRETE, REMOVE , PORTIONS | | | 0016 202-03000 LUMP | 18255.00000 18255.00| 10800.00000 10800.00| 16000.00000 16000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 06 | | | 0017 202-03000 LUMP | 6000.00000 6000.00| 10200.00000 10200.00| 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 21 | | | 0018 202-03000 LUMP | 8150.00000 8150.00| 9500.00000 9500.00| 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 80 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -3 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 99-9996263 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |KNIES CONSTR/ CALCAR PAVING |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-03135 46.000 m2 | 72.00000 3312.00| 69.56000 3199.76| 215.00000 9890.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0020 202-04089 4.000 EACH | 67.25000 269.00| 65.00000 260.00| 160.00000 640.00 SIGN, SHEET, REMOVE | | | 0021 202-05823 1.000 EACH | 3363.00000 3363.00| 5000.00000 5000.00| 10000.00000 10000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 11400 LITERS CAPACITY | | | 0022 202-06580 80.000 m3 | 29.10000 2328.00| 40.00000 3200.00| 40.00000 3200.00 CONTAMINATED SOIL, REMOVE | | | 0023 202-07846 20.000 EACH | 155.25000 3105.00| 200.00000 4000.00| 300.00000 6000.00 TREE , RELOCATE | | | 0024 202-08192 3785.000 L | 0.26000 984.10| 0.25000 946.25| 1.00000 3785.00 UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL C | | | 0025 202-09243 12.000 m3 | 56.25000 675.00| 25.00000 300.00| 90.00000 1080.00 REGULATED MATERIALS, DISPOSE, TYPE Z | | | 0026 202-09245 12.000 m3 | 53.82000 645.84| 40.00000 480.00| 20.00000 240.00 REGULATED MATERIALS, TRANSPORT, Z | | | 0027 202-51330 LUMP | 30000.00000 30000.00| 105000.00000 105000.00| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0028 202-62420 235.000 m | 25.90000 6086.50| 35.00000 8225.00| 20.00000 4700.00 BRIDGE RAILING, REMOVE | | | 0029 202-74080 1.000 EACH | 3843.00000 3843.00| 5000.00000 5000.00| 3500.00000 3500.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0030 202-93741 21.000 EACH | 580.00000 12180.00| 560.00000 11760.00| 600.00000 12600.00 GUARDRAIL END TREATMENT, REMOVE | | | 0031 202-95027 2.000 EACH | 4660.00000 9320.00| 4500.00000 9000.00| 4600.00000 9200.00 IMPACT ATTENUATOR, REMOVE | | | 0032 203-02000 5185.000 m3 | 14.40000 74664.00| 8.50000 44072.50| 22.50000 116662.50 EXCAVATION, COMMON | | | 0033 203-02020 90090.000 m3 | 11.77000 1060359.30| 15.00000 1351350.00| 17.25000 1554052.50 EXCAVATION, UNCLASSIFIED | | | 0034 203-02070 19285.000 m3 | 10.85000 209242.25| 2.60000 50141.00| 15.50000 298917.50 BORROW | | | 0035 203-51223 235.000 m3 | 15.75000 3701.25| 25.79000 6060.65| 16.00000 3760.00 EXCAVATION, WATERWAY | | | 0036 205-03371 2593.000 m3 | 15.70000 40710.10| 16.00000 41488.00| 30.00000 77790.00 SEDIMENT, REMOVE | | | 0037 205-04948 LUMP | 2500.00000 2500.00| 5000.00000 5000.00| 2500.00000 2500.00 TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -4 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 99-9996263 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |KNIES CONSTR/ CALCAR PAVING |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 205-06930 1.200 Mg | 47.50000 57.00| 400.00000 480.00| 125.00000 150.00 SPLASHPAD, RIPRAP | | | 0039 205-06931 988.000 Mg | 24.55000 24255.40| 45.00000 44460.00| 30.00000 29640.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0040 205-06933 5.000 EACH | 128.60000 643.00| 105.00000 525.00| 110.00000 550.00 TEMP DITCH INLET PROTECTION | | | 0041 205-06934 12.000 Mg | 414.00000 4968.00| 400.00000 4800.00| 400.00000 4800.00 TEMPORARY MULCHING | | | 0042 205-06936 381.000 Mg | 24.50000 9334.50| 38.00000 14478.00| 34.00000 12954.00 TEMPORARY SEDIMENT TRAP | | | 0043 205-06937 6618.000 m | 4.50000 29781.00| 6.00000 39708.00| 5.30000 35075.40 TEMPORARY SILT FENCE | | | 0044 205-06938 16.000 m | 81.00000 1296.00| 42.00000 672.00| 50.00000 800.00 TEMPORARY SLOPE DRAIN | | | 0045 205-08511 399.000 m | 52.45000 20927.55| 4.00000 1596.00| 38.00000 15162.00 EROSION CONTROL , FILTER BERM | | | 0046 205-09543 23.000 Mg | 19.40000 446.20| 68.00000 1564.00| 55.00000 1265.00 NO 2 STONE | | | 0047 206-51215 615.000 m3 | 67.30000 41389.50| 80.00000 49200.00| 42.00000 25830.00 EXCAVATION, X | | | 0048 206-51220 130.000 m3 | 15.60000 2028.00| 120.00000 15600.00| 38.00000 4940.00 EXCAVATION, WET | | | 0049 206-51235 LUMP | 103500.00000 103500.00| 125000.00000 125000.00| 145000.00000 145000.00 COFFERDAM , STR. NO. 1 | | | 0050 206-93520 82.000 m2 | 621.00000 50922.00| 740.00000 60680.00| 600.00000 49200.00 TEMPORARY SHEET PILING | | | 0051 207-08263 53382.300 m2 | 5.33000 284527.66| 6.00000 320293.80| 7.00000 373676.10 SUBGRADE TREATMENT, TYPE IA | | | 0052 207-08267 10433.900 m2 | 6.48000 67611.67| 10.00000 104339.00| 11.00000 114772.90 SUBGRADE TREATMENT, TYPE IIIA | | | 0053 211-02050 3915.000 m3 | 22.10000 86521.50| 36.00000 140940.00| 22.00000 86130.00 B BORROW | | | 0054 211-06467 45.000 m3 | 77.63000 3493.35| 70.00000 3150.00| 113.00000 5085.00 AGGREGATE FOR END BENT BACKFILL | | | 0055 211-09264 846.000 m3 | 25.44000 21522.24| 30.00000 25380.00| 27.00000 22842.00 STRUCTURAL BACKFILL, TYPE 1 | | | 0056 211-09265 1112.000 m3 | 36.48000 40565.76| 52.00000 57824.00| 28.00000 31136.00 STRUCTURAL BACKFILL, TYPE 2 | | | 0057 211-09266 388.000 m3 | 62.10000 24094.80| 39.00000 15132.00| 25.00000 9700.00 STRUCTURAL BACKFILL, TYPE 3 | | | 0058 213-09269 6.000 m3 | 184.20000 1105.20| 150.00000 900.00| 450.00000 2700.00 FLOWABLE BACKFILL, NON-REMOVABLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -5 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 99-9996263 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |KNIES CONSTR/ CALCAR PAVING |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 214-07203 165.000 m2 | 10.35000 1707.75| 6.50000 1072.50| 6.00000 990.00 GEOGRID, TYPE II | | | 0060 301-07448 14802.000 Mg | 16.10000 238312.20| 16.00000 236832.00| 14.00000 207228.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0061 302-07455 952.000 m3 | 51.00000 48552.00| 40.00000 38080.00| 40.00000 38080.00 DENSE GRADED SUBBASE | | | 0062 303-01180 243.000 Mg | 21.00000 5103.00| 30.00000 7290.00| 18.00000 4374.00 COMPACTED AGGREGATE, NO. 53 | | | 0063 304-07783 585.000 Mg | 150.00000 87750.00| 175.00000 102375.00| 125.00000 73125.00 HMA PATCHING, TYPE D | | | 0064 306-08034 2867.000 m2 | 0.87000 2494.29| 3.00000 8601.00| 2.70000 7740.90 MILLING, ASPHALT, 38 mm | | | 0065 306-08041 253.000 m2 | 2.66000 672.98| 7.00000 1771.00| 2.00000 506.00 MILLING, PCCP | | | 0066 306-08042 56825.000 m2 | 0.54000 30685.50| 0.88000 50006.00| 0.70000 39777.50 MILLING, SCARIFICATION/PROFILE | | | 0067 306-08043 1618.800 m2 | 0.96000 1554.05| 1.75000 2832.90| 2.50000 4047.00 MILLING, TRANSITION | | | 0068 401-06264 LUMP | 3726.00000 3726.00| 3600.00000 3600.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0069 401-07320 781.000 Mg | 85.20000 66541.20| 68.00000 53108.00| 72.00000 56232.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0070 401-07335 8171.100 Mg | 84.00000 686372.40| 82.00000 670030.20| 95.00000 776254.50 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0071 401-07404 4734.000 Mg | 78.50000 371619.00| 68.00000 321912.00| 75.00000 355050.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0072 401-07409 8595.000 Mg | 58.00000 498510.00| 60.00000 515700.00| 59.00000 507105.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0073 401-07422 1366.000 Mg | 63.20000 86331.20| 60.00000 81960.00| 74.00000 101084.00 QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0074 401-08364 2384.000 Mg | 55.50000 132312.00| 60.00000 143040.00| 67.00000 159728.00 QC/QA-HMA, 4, 64, BASE, 19.0 MM | | | 0075 402-07433 392.600 Mg | 82.00000 32193.20| 90.00000 35334.00| 94.00000 36904.40 HMA SURFACE, TYPE B | | | 0076 402-07438 704.500 Mg | 67.50000 47553.75| 70.00000 49315.00| 75.00000 52837.50 HMA INTERMEDIATE, TYPE B | | | 0077 402-07441 128.000 Mg | 66.50000 8512.00| 68.00000 8704.00| 125.00000 16000.00 HMA BASE, TYPE B | | | 0078 402-07453 1219.000 Mg | 78.00000 95082.00| 75.00000 91425.00| 80.00000 97520.00 HMA FOR TEMPORARY PAVEMENT, TYPE | | | 0079 402-07787 1211.000 Mg | 70.90000 85859.90| 90.00000 108990.00| 70.00000 84770.00 HMA WEDGE AND LEVEL, TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -6 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 99-9996263 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |KNIES CONSTR/ CALCAR PAVING |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 406-05520 35.510 Mg | 300.00000 10653.00| 500.00000 17755.00| 350.00000 12428.50 ASPHALT FOR TACK COAT | | | 0082 502-06327 5482.300 m2 | 45.54000 249663.94| 58.00000 317973.40| 54.00000 296044.20 PCCP, 250 mm | | | 0083 502-06457 1151.100 m2 | 43.47000 50038.32| 55.00000 63310.50| 49.00000 56403.90 PCCP, 225 mm | | | 0084 502-06627 182.200 m2 | 37.26000 6788.77| 43.50000 7925.70| 48.00000 8745.60 PCCP, 150 mm | | | 0085 503-05240 1256.000 m | 56.93000 71504.08| 32.00000 40192.00| 35.00000 43960.00 D-1 CONTRACTION JOINT | | | 0086 503-05310 18.000 m | 258.75000 4657.50| 500.00000 9000.00| 410.00000 7380.00 TERMINAL JOINT | | | 0087 601-01522 17.000 EACH | 2164.00000 36788.00| 2090.00000 35530.00| 2100.00000 35700.00 GUARDRAIL, TRANSITION TYPE TGB | | | 0088 601-01626 1.000 EACH | 1900.00000 1900.00| 1835.00000 1835.00| 1840.00000 1840.00 GUARDRAIL CONNECTOR SYSTEM, W-BEAM, | | | CURVED, 2 | | | 0089 601-01701 1.000 EACH | 2246.00000 2246.00| 2170.00000 2170.00| 2200.00000 2200.00 GUARDRAIL, TERMINAL SYSTEM, W-BEAM, | | | CURVED, 2 | | | 0090 601-01839 1.000 EACH | 2246.00000 2246.00| 2170.00000 2170.00| 2200.00000 2200.00 GUARDRAIL, TERMINAL SYSTEM, W-BEAM, | | | CURVED, 6 | | | 0091 601-01846 1.000 EACH | 2246.00000 2246.00| 2170.00000 2170.00| 2200.00000 2200.00 GUARDRAIL, TERMINAL SYSTEM, W-BEAM, | | | CURVED, 3 | | | 0092 601-02103 59.050 m | 83.85000 4951.34| 81.00000 4783.05| 82.00000 4842.10 GUARDRAIL, W-BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0093 601-02241 897.570 m | 14.50000 13014.77| 14.00000 12565.98| 15.00000 13463.55 GUARDRAIL, REMOVE | | | 0094 601-06035 80.000 m | 55.90000 4472.00| 54.00000 4320.00| 54.00000 4320.00 GUARDRAIL, RESET | | | 0095 601-08182 815.300 m | 123.20000 100444.96| 119.00000 97020.70| 121.00000 98651.30 GUARDRAIL, THRIE BEAM | | | 0096 601-08187 10.000 EACH | 833.20000 8332.00| 805.00000 8050.00| 825.00000 8250.00 GUARDRAIL TRANSITION, WGT | | | 0097 601-09238 16.000 EACH | 56.90000 910.40| 55.00000 880.00| 57.00000 912.00 HAND DIG GUARDRAIL POST HOLES | | | 0098 601-61390 4.000 EACH | 36.25000 145.00| 35.00000 140.00| 41.00000 164.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -7 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 99-9996263 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |KNIES CONSTR/ CALCAR PAVING |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 601-94689 32.000 EACH | 2680.00000 85760.00| 2590.00000 82880.00| 3100.00000 99200.00 GUARDRAIL END TREATMENT, OS | | | 0100 601-99105 2200.270 m | 60.00000 132016.20| 58.00000 127615.66| 59.00000 129815.93 GUARDRAIL, W-BEAM, 1.905 m SPACING | | | 0101 602-06729 34.000 EACH | 5.60000 190.40| 5.40000 183.60| 14.00000 476.00 BARRIER DELINEATOR | | | 0102 603-95915 1.000 EACH | 3410.00000 3410.00| 9200.00000 9200.00| 4000.00000 4000.00 CATTLE GUARD | | | 0103 605-06140 217.900 m | 74.95000 16331.61| 42.65000 9293.44| 70.00000 15253.00 CURB AND GUTTER, CONCRETE | | | 0104 605-06155 222.400 m | 74.95000 16668.88| 42.65000 9485.36| 71.00000 15790.40 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0105 609-06259 468.000 m2 | 82.80000 38750.40| 80.00000 37440.00| 90.00000 42120.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 304 mm | | | 0106 610-07487 811.600 Mg | 96.00000 77913.60| 120.00000 97392.00| 110.00000 89276.00 HMA FOR APPROACHES, TYPE B | | | 0108 611-06497 15.000 EACH | 139.75000 2096.25| 135.00000 2025.00| 180.00000 2700.00 MAILBOX ASSEMBLY, SINGLE | | | 0109 611-06498 1.000 EACH | 279.45000 279.45| 270.00000 270.00| 360.00000 360.00 MAILBOX ASSEMBLY, DOUBLE | | | 0110 615-06490 248.000 EACH | 119.00000 29512.00| 115.00000 28520.00| 160.00000 39680.00 RIGHT OF WAY MARKER | | | 0111 616-02320 8165.000 m2 | 2.48000 20249.20| 2.00000 16330.00| 3.25000 26536.25 GEOTEXTILES | | | 0112 616-05688 163.000 Mg | 21.45000 3496.35| 27.00000 4401.00| 22.00000 3586.00 RIPRAP, CLASS 1 | | | 0113 616-06405 5846.000 Mg | 21.20000 123935.20| 24.00000 140304.00| 25.00000 146150.00 RIPRAP, REVETMENT | | | 0114 616-06941 280.000 m3 | 297.20000 83216.00| 280.00000 78400.00| 225.00000 63000.00 GROUT , LIMITED MOBILITY DISPLACEMENT | | | 0115 616-07210 1237.000 m | 12.25000 15153.25| 11.84000 14646.08| 13.00000 16081.00 FIBER ROLL | | | 0116 621-01004 14.000 EACH | 854.00000 11956.00| 825.00000 11550.00| 850.00000 11900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0117 621-02356 6.000 kg | 159.00000 954.00| 153.84000 923.04| 160.00000 960.00 SEEDING, WETLAND | | | 0118 621-02770 19765.000 m2 | 1.10000 21741.50| 1.06000 20950.90| 1.25000 24706.25 EROSION CONTROL BLANKET | | | 0119 621-02770 4200.000 m2 | 2.33000 9786.00| 2.25000 9450.00| 2.25000 9450.00 EROSION CONTROL BLANKET , MITIGATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -8 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 99-9996263 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |KNIES CONSTR/ CALCAR PAVING |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 621-04258 212.000 kg | 112.90000 23934.80| 109.04000 23116.48| 110.00000 23320.00 SEED MIXTURE , BASIC PRAIRIE | | | 0121 621-04258 1.000 kg | 145.60000 145.60| 140.66000 140.66| 141.00000 141.00 SEED MIXTURE , SWALE | | | 0122 621-06545 12.180 Mg | 600.30000 7311.65| 580.00000 7064.40| 585.00000 7125.30 FERTILIZER | | | 0123 621-06553 2573.000 kg | 6.50000 16724.50| 6.30000 16209.90| 6.50000 16724.50 SEED MIXTURE, R | | | 0124 621-06557 2167.000 kg | 4.55000 9859.85| 4.40000 9534.80| 4.50000 9751.50 SEED MIXTURE, T | | | 0125 621-06565 147.000 Mg | 455.00000 66885.00| 440.00000 64680.00| 450.00000 66150.00 MULCHING MATERIAL | | | 0126 621-06574 5323.000 m2 | 3.90000 20759.70| 3.25000 17299.75| 4.00000 21292.00 SODDING | | | 0127 621-09400 41.000 kg | 173.88000 7129.08| 168.00000 6888.00| 172.00000 7052.00 SEED MIXTURE, SEDGE MEADOW | | | 0128 622-91786 2810.000 EACH | 4.97000 13965.70| 4.80000 13488.00| 5.00000 14050.00 SEEDLING , BARE ROOT | | | 0129 622-91786 109.000 EACH | 29.39000 3203.51| 28.40000 3095.60| 30.00000 3270.00 SEEDLING , CONTAINER | | | 0130 628-08520 4.000 EACH | 162.00000 648.00| 90.00000 360.00| 150.00000 600.00 CELLULAR TELEPHONE/RADIO | | | 0131 628-08521 160.000 MOS | 64.80000 10368.00| 70.00000 11200.00| 110.00000 17600.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0132 628-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0133 628-09403 40.000 MOS | 1782.50000 71300.00| 2600.00000 104000.00| 2000.00000 80000.00 FIELD OFFICE, C | | | 0134 628-09407 120.000 MOS | 27.00000 3240.00| 100.00000 12000.00| 30.00000 3600.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 EACH | | | 0135 701-09739 18.000 EACH | 103.50000 1863.00| 90.00000 1620.00| 90.00000 1620.00 PILE SHOE, HP 310 X 79 | | | 0136 701-51195 166.500 m | 202.00000 33633.00| 210.00000 34965.00| 155.00000 25807.50 PILE, STEEL H, HP 310 mm X 79 | | | 0137 702-51005 161.800 m3 | 465.75000 75358.35| 775.00000 125395.00| 600.00000 97080.00 CONCRETE, A, SUBSTRUCTURE | | | 0138 702-51015 426.400 m3 | 258.75000 110331.00| 210.00000 89544.00| 120.00000 51168.00 CONCRETE, B, FOOTINGS | | | 0139 702-51100 82.000 kg | 8.28000 678.96| 25.00000 2050.00| 22.00000 1804.00 DRAIN PIPE, CAST IRON, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -9 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 99-9996263 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |KNIES CONSTR/ CALCAR PAVING |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 702-51110 439.000 kg | 5.18000 2274.02| 5.50000 2414.50| 6.00000 2634.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0141 702-51863 620.000 EACH | 15.55000 9641.00| 16.00000 9920.00| 6.00000 3720.00 FIELD DRILLED HOLE IN CONCRETE | | | 0142 703-06028 49540.000 kg | 1.90000 94126.00| 1.85000 91649.00| 1.75000 86695.00 REINFORCING BARS | | | 0143 703-06029 80435.000 kg | 2.05000 164891.75| 2.00000 160870.00| 1.95000 156848.25 REINFORCING BARS, EPOXY COATED | | | 0144 704-51002 337.200 m3 | 362.25000 122150.70| 762.00000 256946.40| 600.00000 202320.00 CONCRETE, C, SUPERSTRUCTURE | | | 0145 706-05732 16.000 EACH | 1242.00000 19872.00| 1300.00000 20800.00| 1200.00000 19200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0146 706-08496 86.000 m2 | 434.70000 37384.20| 210.00000 18060.00| 160.00000 13760.00 REINFORCED CONCRETE MOMENT SLAB, 300 mm | | | 0147 706-08503 94.000 m2 | 465.75000 43780.50| 310.00000 29140.00| 200.00000 18800.00 REINFORCED CONCRETE MOMENT SLAB, 394 mm | | | 0148 706-09545 25.000 m3 | 78.00000 1950.00| 100.00000 2500.00| 175.00000 4375.00 COARSE AGGREGATE, NO 8 | | | 0149 706-51020 61.100 m3 | 362.25000 22133.48| 235.00000 14358.50| 275.00000 16802.50 RAILING, CONCRETE, C | | | 0150 707-05983 537.500 m | 600.30000 322661.25| 460.00000 247250.00| 300.00000 161250.00 STRUCTURAL MEMBER, CONCRETE I-BEAM, 914 | | | mm X 305 mm | | | 0151 709-51821 LUMP | 517.50000 517.50| 500.00000 500.00| 1550.00000 1550.00 SURFACE SEAL | | | 0152 709-51821 LUMP | 7245.00000 7245.00| 8072.00000 8072.00| 8300.00000 8300.00 SURFACE SEAL , STR. NO. 1 | | | 0153 709-51821 LUMP | 1138.50000 1138.50| 1800.00000 1800.00| 1850.00000 1850.00 SURFACE SEAL , STR. NO. 2 | | | 0154 709-51821 LUMP | 517.50000 517.50| 1500.00000 1500.00| 1550.00000 1550.00 SURFACE SEAL , STR. NO. 3 | | | 0155 714-01633 85.000 m | 1478.96000 125711.60| 1600.00000 136000.00| 1645.00000 139825.00 STRUCTURE, PRECAST, RC BOX SECTION, | | | 2743 mm x 1524 mm | | | 0156 714-26704 32.000 m | 1161.00000 37152.00| 1300.00000 41600.00| 1300.00000 41600.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 1800 mm x 1500 mm | | | 0157 714-26709 34.000 m | 1433.00000 48722.00| 1450.00000 49300.00| 1700.00000 57800.00 STRUCTURE, PRECAST, RC, BOX SECTION | | | 2400 mm x 1500 mm | | | 0158 715-05019 56.000 m | 235.71000 13199.76| 220.00000 12320.00| 220.00000 12320.00 PIPE, TYPE 1 CIRCULAR 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -10 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 99-9996263 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |KNIES CONSTR/ CALCAR PAVING |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0159 715-05048 65.000 m | 76.85000 4995.25| 90.00000 5850.00| 55.00000 3575.00 PIPE, TYPE 4 CIRCULAR 150 mm | | | 0160 715-05119 57.000 m | 124.70000 7107.90| 100.00000 5700.00| 85.00000 4845.00 PIPE, TYPE 1 CIRCULAR 375 mm | | | 0161 715-05121 62.000 m | 143.80000 8915.60| 110.00000 6820.00| 95.00000 5890.00 PIPE, TYPE 1 CIRCULAR 450 mm | | | 0162 715-05123 4.500 m | 260.06000 1170.27| 125.00000 562.50| 145.00000 652.50 PIPE, TYPE 1 CIRCULAR 600 mm | | | 0163 715-05127 27.000 m | 328.80000 8877.60| 250.00000 6750.00| 375.00000 10125.00 PIPE, TYPE 1 CIRCULAR 1050 mm | | | 0164 715-05133 9.000 m | 538.95000 4850.55| 400.00000 3600.00| 675.00000 6075.00 PIPE, TYPE 1 CIRCULAR 1500 mm | | | 0165 715-05141 6.000 m | 1030.26000 6181.56| 680.00000 4080.00| 1400.00000 8400.00 PIPE, TYPE 1 CIRCULAR 2100 mm | | | 0166 715-05149 94.000 m | 109.75000 10316.50| 82.00000 7708.00| 210.00000 19740.00 PIPE, TYPE 2 CIRCULAR 300 mm | | | 0167 715-05151 48.000 m | 133.74000 6419.52| 92.00000 4416.00| 100.00000 4800.00 PIPE, TYPE 2 CIRCULAR 375 mm | | | 0168 715-05152 17.000 m | 196.10000 3333.70| 102.00000 1734.00| 102.00000 1734.00 PIPE, TYPE 2 CIRCULAR 450 mm | | | 0169 715-05154 139.000 m | 179.98000 25017.22| 125.00000 17375.00| 205.00000 28495.00 PIPE, TYPE 2 CIRCULAR 600 mm | | | 0170 715-05169 165.600 m | 119.05000 19714.68| 92.00000 15235.20| 85.00000 14076.00 PIPE, TYPE 3 CIRCULAR 375 mm | | | 0171 715-05407 98.000 m | 25.88000 2536.24| 20.00000 1960.00| 45.00000 4410.00 PIPE, END BENT DRAIN, 150 mm | | | 0172 715-09064 474.000 m | 24.60000 11660.40| 6.65000 3152.10| 6.90000 3270.60 VIDEO INSPECTION FOR PIPE | | | 0173 715-46005 20.000 EACH | 391.50000 7830.00| 400.00000 8000.00| 415.00000 8300.00 PIPE END SECTION, 375 mm | | | 0174 715-46010 6.000 EACH | 488.90000 2933.40| 500.00000 3000.00| 475.00000 2850.00 PIPE END SECTION, 450 mm | | | 0175 715-46020 2.000 EACH | 662.60000 1325.20| 620.00000 1240.00| 750.00000 1500.00 PIPE END SECTION, 600 mm | | | 0176 715-46040 2.000 EACH | 990.35000 1980.70| 1000.00000 2000.00| 820.00000 1640.00 PIPE END SECTION, 900 mm | | | 0177 715-97408 1.000 EACH | 8713.00000 8713.00| 5000.00000 5000.00| 5200.00000 5200.00 GRATED BOX END SECTION,, I, 3:1, 1050 m | | | 0178 718-06531 1.000 EACH | 624.00000 624.00| 500.00000 500.00| 700.00000 700.00 OUTLET PROTECTOR, 3 , MODIFIED | | | 0179 718-52610 13.650 m3 | 44.75000 610.84| 90.00000 1228.50| 50.00000 682.50 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -11 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 99-9996263 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |KNIES CONSTR/ CALCAR PAVING |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 718-99153 27.300 m2 | 4.40000 120.12| 13.00000 354.90| 3.75000 102.38 GEOTEXTILES FOR UNDERDRAIN | | | 0181 720-01092 7.000 EACH | 3080.00000 21560.00| 3200.00000 22400.00| 3300.00000 23100.00 MANHOLE, J15, MODIFIED | | | 0182 720-45130 4.000 EACH | 1492.40000 5969.60| 1750.00000 7000.00| 1400.00000 5600.00 INLET, E7, MODIFIED | | | 0183 720-93411 2.000 EACH | 2175.25000 4350.50| 2400.00000 4800.00| 2200.00000 4400.00 INLET, C15, MODIFIED | | | 0184 720-98174 1.000 EACH | 2337.00000 2337.00| 2400.00000 2400.00| 2200.00000 2200.00 INLET, B15 | | | 0185 723-06660 76.000 m2 | 741.00000 56316.00| 550.00000 41800.00| 700.00000 53200.00 WINGWALL | | | 0186 723-07659 13.800 m | 9212.00000 127125.60| 7500.00000 103500.00| 8700.00000 120060.00 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 3050 mm | | | 0187 732-06050 6.000 EACH | 1275.90000 7655.40| 4500.00000 27000.00| 10000.00000 60000.00 CAP , SINKHOLE | | | 0188 801-03290 4.000 EACH | 388.15000 1552.60| 375.00000 1500.00| 385.00000 1540.00 CONSTRUCTION SIGN, C | | | 0189 801-04308 4.000 EACH | 409.00000 1636.00| 395.00000 1580.00| 905.00000 3620.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0190 801-06207 47672.000 m | 3.20000 152550.40| 3.08000 146829.76| 2.04000 97250.88 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0191 801-06577 102.000 m | 19.15000 1953.30| 18.50000 1887.00| 25.45000 2595.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600mm | | | 0192 801-06640 33.000 EACH | 201.80000 6659.40| 195.00000 6435.00| 261.30000 8622.90 CONSTRUCTION SIGN, A | | | 0193 801-06645 26.000 EACH | 62.10000 1614.60| 60.00000 1560.00| 129.00000 3354.00 CONSTRUCTION SIGN, B | | | 0194 801-06775 LUMP | 329400.00000 329400.00| 448171.85000 448171.85| 252000.18000 252000.18 MAINTAINING TRAFFIC | | | 0195 801-07118 32.400 m | 71.30000 2310.12| 68.88000 2231.71| 83.00000 2689.20 BARRICADE, III-A | | | 0196 801-07119 18.000 m | 84.90000 1528.20| 82.00000 1476.00| 124.00000 2232.00 BARRICADE, III-B | | | 0197 801-08401 2680.000 m | 50.34000 134911.20| 125.00000 335000.00| 65.00000 174200.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0198 801-53072 LUMP | 70602.00000 70602.00| 68215.00000 68215.00| 100000.00000 100000.00 TEMPORARY TRAFFIC SIGNAL | | | 0199 802-05702 24.800 m | 42.78000 1060.94| 41.33000 1024.98| 76.00000 1884.80 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -12 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 99-9996263 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |KNIES CONSTR/ CALCAR PAVING |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0200 802-05703 13.200 m | 53.20000 702.24| 51.40000 678.48| 80.00000 1056.00 SIGN POST, SQUARE, TYPE 3, REINFORCED | | | ANCHOR BASE | | | 0201 802-05704 418.000 m | 51.15000 21380.70| 49.40000 20649.20| 78.00000 32604.00 SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | | ANCHOR BASE | | | 0202 802-07059 270.000 EACH | 67.25000 18157.50| 65.00000 17550.00| 97.00000 26190.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0203 802-09838 40.440 m2 | 200.00000 8088.00| 192.60000 7788.74| 300.00000 12132.00 SIGN, SHEET, WITH LEGEND 2.03mm | | | THICKNESS | | | 0204 802-09840 48.710 m2 | 221.00000 10764.91| 214.12000 10429.79| 312.00000 15197.52 SIGN, SHEET, WITH LEGEND 2.54mm | | | THICKNESS | | | 0205 802-09842 7.300 m2 | 244.00000 1781.20| 235.64000 1720.17| 345.00000 2518.50 SIGN, SHEET, WITH LEGEND 3.18mm | | | THICKNESS | | | 0206 804-06770 2.000 EACH | 23.80000 47.60| 23.00000 46.00| 23.00000 46.00 DELINEATOR POST | | | 0207 808-06701 285.000 m | 1.50000 427.50| 1.65000 470.25| 1.68000 478.80 LINE, THERMOPLASTIC, BROKEN, WHITE, 100 | | | mm | | | 0208 808-06703 17256.400 m | 1.50000 25884.60| 1.65000 28473.06| 1.68000 28990.75 LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | 0209 808-06716 21363.000 m | 0.80000 17090.40| 1.00000 21363.00| 1.00000 21363.00 LINE, REMOVE | | | 0210 808-09381 LUMP | 1300.00000 1300.00| 1000.00000 1000.00| 1005.00000 1005.00 RETRO-REFLECTIVITY TESTING | | | 0211 808-10031 43.000 m | 6.50000 279.50| 10.00000 430.00| 10.05000 432.15 LINE, MULTI-COMPONENT, BROKEN, WHITE, | | | 100 mm | | | 0212 808-10033 172.000 m | 6.50000 1118.00| 10.00000 1720.00| 10.10000 1737.20 LINE, MULTI-COMPONENT, SOLID, WHITE, | | | 100 mm | | | 0213 808-10034 172.000 m | 6.50000 1118.00| 10.00000 1720.00| 10.15000 1745.80 LINE, MULTI-COMPONENT, SOLID, YELLOW, | | | 100 mm | | | 0214 808-10051 13.500 m | 40.00000 540.00| 20.00000 270.00| 20.25000 273.38 TRANSVERSE MARKING MULTI-COMPONENT, | | | STOP LINE, 600mm | | | 0215 808-75240 397.000 m | 1.50000 595.50| 1.65000 655.05| 1.66000 659.02 LINE, THERMOPLASTIC, BROKEN, YELLOW 100 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -13 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 99-9996263 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |KNIES CONSTR/ CALCAR PAVING |GOHMANN ASPHALT & CONSTRUCTI |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0216 808-75245 13535.900 m | 1.50000 20303.85| 1.65000 22334.24| 1.66000 22469.59 LINE, THERMOPLASTIC, SOLID, YELLOW,100 | | | mm | | | 0217 808-75278 460.600 m | 3.11000 1432.47| 10.00000 4606.00| 10.10000 4652.06 TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSHATCH LINE, YELLOW, 300 mm | | | 0218 808-75297 124.400 m | 9.83000 1222.85| 22.00000 2736.80| 22.40000 2786.56 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 600 mm | | | 0219 808-75996 437.000 EACH | 8.90000 3889.30| 4.13000 1804.81| 5.10000 2228.70 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0220 808-75998 498.000 EACH | 25.90000 12898.20| 25.00000 12450.00| 23.00000 11454.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0221 808-92027 2295.000 m | 4.40000 10098.00| 4.25000 9753.75| 4.50000 10327.50 LINE, THERMOPLASTIC, SOLID, YELLOW,200m | | | SECTION TOTALS | $ 9,742,973.01| $ 10,995,000.00| $ 11,128,457.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 9,742,973.01| $ 10,995,000.00| $ 11,128,457.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -14 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( ) |( ) |DAVE OMARA CONTRACTOR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 149488.09000 149488.09| | 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 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09377 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | | MARKINGS | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 620000.00000 620000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 201-01015 LUMP | 120000.00000 120000.00| | CLEARING AND GRUBBING | | | 0012 201-52370 LUMP | 435000.00000 435000.00| | CLEARING RIGHT OF WAY | | | 0013 202-01261 60.000 EACH | 31.00000 1860.00| | TESTING FOR ASBESTOS, TYPE , Z | | | 0014 202-02240 20998.400 m2 | 5.00000 104992.00| | PAVEMENT REMOVAL | | | 0015 202-02278 127.000 m | 52.00000 6604.00| | CURB, CONCRETE, REMOVE , PORTIONS | | | 0016 202-03000 LUMP | 11000.00000 11000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 06 | | | 0017 202-03000 LUMP | 10500.00000 10500.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 21 | | | 0018 202-03000 LUMP | 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 80 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -15 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( ) |( ) |DAVE OMARA CONTRACTOR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-03135 46.000 m2 | 55.00000 2530.00| | REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0020 202-04089 4.000 EACH | 68.00000 272.00| | SIGN, SHEET, REMOVE | | | 0021 202-05823 1.000 EACH | 3500.00000 3500.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 11400 LITERS CAPACITY | | | 0022 202-06580 80.000 m3 | 48.00000 3840.00| | CONTAMINATED SOIL, REMOVE | | | 0023 202-07846 20.000 EACH | 475.00000 9500.00| | TREE , RELOCATE | | | 0024 202-08192 3785.000 L | 0.50000 1892.50| | UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL C | | | 0025 202-09243 12.000 m3 | 135.00000 1620.00| | REGULATED MATERIALS, DISPOSE, TYPE Z | | | 0026 202-09245 12.000 m3 | 135.00000 1620.00| | REGULATED MATERIALS, TRANSPORT, Z | | | 0027 202-51330 LUMP | 35000.00000 35000.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0028 202-62420 235.000 m | 30.00000 7050.00| | BRIDGE RAILING, REMOVE | | | 0029 202-74080 1.000 EACH | 3100.00000 3100.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0030 202-93741 21.000 EACH | 263.00000 5523.00| | GUARDRAIL END TREATMENT, REMOVE | | | 0031 202-95027 2.000 EACH | 420.00000 840.00| | IMPACT ATTENUATOR, REMOVE | | | 0032 203-02000 5185.000 m3 | 23.00000 119255.00| | EXCAVATION, COMMON | | | 0033 203-02020 90090.000 m3 | 23.00000 2072070.00| | EXCAVATION, UNCLASSIFIED | | | 0034 203-02070 19285.000 m3 | 17.00000 327845.00| | BORROW | | | 0035 203-51223 235.000 m3 | 38.00000 8930.00| | EXCAVATION, WATERWAY | | | 0036 205-03371 2593.000 m3 | 29.00000 75197.00| | SEDIMENT, REMOVE | | | 0037 205-04948 LUMP | 2500.00000 2500.00| | TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -16 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( ) |( ) |DAVE OMARA CONTRACTOR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 205-06930 1.200 Mg | 500.00000 600.00| | SPLASHPAD, RIPRAP | | | 0039 205-06931 988.000 Mg | 26.00000 25688.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0040 205-06933 5.000 EACH | 105.00000 525.00| | TEMP DITCH INLET PROTECTION | | | 0041 205-06934 12.000 Mg | 445.00000 5340.00| | TEMPORARY MULCHING | | | 0042 205-06936 381.000 Mg | 41.00000 15621.00| | TEMPORARY SEDIMENT TRAP | | | 0043 205-06937 6618.000 m | 4.00000 26472.00| | TEMPORARY SILT FENCE | | | 0044 205-06938 16.000 m | 147.00000 2352.00| | TEMPORARY SLOPE DRAIN | | | 0045 205-08511 399.000 m | 100.00000 39900.00| | EROSION CONTROL , FILTER BERM | | | 0046 205-09543 23.000 Mg | 50.00000 1150.00| | NO 2 STONE | | | 0047 206-51215 615.000 m3 | 85.00000 52275.00| | EXCAVATION, X | | | 0048 206-51220 130.000 m3 | 48.00000 6240.00| | EXCAVATION, WET | | | 0049 206-51235 LUMP | 100000.00000 100000.00| | COFFERDAM , STR. NO. 1 | | | 0050 206-93520 82.000 m2 | 600.00000 49200.00| | TEMPORARY SHEET PILING | | | 0051 207-08263 53382.300 m2 | 11.00000 587205.30| | SUBGRADE TREATMENT, TYPE IA | | | 0052 207-08267 10433.900 m2 | 8.90000 92861.71| | SUBGRADE TREATMENT, TYPE IIIA | | | 0053 211-02050 3915.000 m3 | 30.00000 117450.00| | B BORROW | | | 0054 211-06467 45.000 m3 | 79.00000 3555.00| | AGGREGATE FOR END BENT BACKFILL | | | 0055 211-09264 846.000 m3 | 28.00000 23688.00| | STRUCTURAL BACKFILL, TYPE 1 | | | 0056 211-09265 1112.000 m3 | 28.00000 31136.00| | STRUCTURAL BACKFILL, TYPE 2 | | | 0057 211-09266 388.000 m3 | 28.00000 10864.00| | STRUCTURAL BACKFILL, TYPE 3 | | | 0058 213-09269 6.000 m3 | 249.00000 1494.00| | FLOWABLE BACKFILL, NON-REMOVABLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -17 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( ) |( ) |DAVE OMARA CONTRACTOR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 214-07203 165.000 m2 | 8.00000 1320.00| | GEOGRID, TYPE II | | | 0060 301-07448 14802.000 Mg | 17.00000 251634.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0061 302-07455 952.000 m3 | 52.00000 49504.00| | DENSE GRADED SUBBASE | | | 0062 303-01180 243.000 Mg | 23.00000 5589.00| | COMPACTED AGGREGATE, NO. 53 | | | 0063 304-07783 585.000 Mg | 93.00000 54405.00| | HMA PATCHING, TYPE D | | | 0064 306-08034 2867.000 m2 | 1.60000 4587.20| | MILLING, ASPHALT, 38 mm | | | 0065 306-08041 253.000 m2 | 2.00000 506.00| | MILLING, PCCP | | | 0066 306-08042 56825.000 m2 | 0.83000 47164.75| | MILLING, SCARIFICATION/PROFILE | | | 0067 306-08043 1618.800 m2 | 1.36000 2201.57| | MILLING, TRANSITION | | | 0068 401-06264 LUMP | 3600.00000 3600.00| | PROFILOGRAPH, HMA | | | 0069 401-07320 781.000 Mg | 75.00000 58575.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0070 401-07335 8171.100 Mg | 75.00000 612832.50| | QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0071 401-07404 4734.000 Mg | 62.00000 293508.00| | QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0072 401-07409 8595.000 Mg | 48.00000 412560.00| | QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0073 401-07422 1366.000 Mg | 62.00000 84692.00| | QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0074 401-08364 2384.000 Mg | 60.00000 143040.00| | QC/QA-HMA, 4, 64, BASE, 19.0 MM | | | 0075 402-07433 392.600 Mg | 85.00000 33371.00| | HMA SURFACE, TYPE B | | | 0076 402-07438 704.500 Mg | 68.00000 47906.00| | HMA INTERMEDIATE, TYPE B | | | 0077 402-07441 128.000 Mg | 90.00000 11520.00| | HMA BASE, TYPE B | | | 0078 402-07453 1219.000 Mg | 62.00000 75578.00| | HMA FOR TEMPORARY PAVEMENT, TYPE | | | 0079 402-07787 1211.000 Mg | 70.00000 84770.00| | HMA WEDGE AND LEVEL, TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -18 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( ) |( ) |DAVE OMARA CONTRACTOR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 406-05520 35.510 Mg | 500.00000 17755.00| | ASPHALT FOR TACK COAT | | | 0082 502-06327 5482.300 m2 | 52.00000 285079.60| | PCCP, 250 mm | | | 0083 502-06457 1151.100 m2 | 50.00000 57555.00| | PCCP, 225 mm | | | 0084 502-06627 182.200 m2 | 44.00000 8016.80| | PCCP, 150 mm | | | 0085 503-05240 1256.000 m | 34.00000 42704.00| | D-1 CONTRACTION JOINT | | | 0086 503-05310 18.000 m | 400.00000 7200.00| | TERMINAL JOINT | | | 0087 601-01522 17.000 EACH | 2100.00000 35700.00| | GUARDRAIL, TRANSITION TYPE TGB | | | 0088 601-01626 1.000 EACH | 1900.00000 1900.00| | GUARDRAIL CONNECTOR SYSTEM, W-BEAM, | | | CURVED, 2 | | | 0089 601-01701 1.000 EACH | 2000.00000 2000.00| | GUARDRAIL, TERMINAL SYSTEM, W-BEAM, | | | CURVED, 2 | | | 0090 601-01839 1.000 EACH | 2000.00000 2000.00| | GUARDRAIL, TERMINAL SYSTEM, W-BEAM, | | | CURVED, 6 | | | 0091 601-01846 1.000 EACH | 2000.00000 2000.00| | GUARDRAIL, TERMINAL SYSTEM, W-BEAM, | | | CURVED, 3 | | | 0092 601-02103 59.050 m | 110.00000 6495.50| | GUARDRAIL, W-BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0093 601-02241 897.570 m | 7.50000 6731.78| | GUARDRAIL, REMOVE | | | 0094 601-06035 80.000 m | 42.00000 3360.00| | GUARDRAIL, RESET | | | 0095 601-08182 815.300 m | 150.00000 122295.00| | GUARDRAIL, THRIE BEAM | | | 0096 601-08187 10.000 EACH | 1000.00000 10000.00| | GUARDRAIL TRANSITION, WGT | | | 0097 601-09238 16.000 EACH | 100.00000 1600.00| | HAND DIG GUARDRAIL POST HOLES | | | 0098 601-61390 4.000 EACH | 52.00000 208.00| | GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -19 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( ) |( ) |DAVE OMARA CONTRACTOR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0099 601-94689 32.000 EACH | 2700.00000 86400.00| | GUARDRAIL END TREATMENT, OS | | | 0100 601-99105 2200.270 m | 67.00000 147418.09| | GUARDRAIL, W-BEAM, 1.905 m SPACING | | | 0101 602-06729 34.000 EACH | 5.70000 193.80| | BARRIER DELINEATOR | | | 0102 603-95915 1.000 EACH | 10000.00000 10000.00| | CATTLE GUARD | | | 0103 605-06140 217.900 m | 52.00000 11330.80| | CURB AND GUTTER, CONCRETE | | | 0104 605-06155 222.400 m | 52.00000 11564.80| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0105 609-06259 468.000 m2 | 80.00000 37440.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 304 mm | | | 0106 610-07487 811.600 Mg | 79.00000 64116.40| | HMA FOR APPROACHES, TYPE B | | | 0108 611-06497 15.000 EACH | 140.00000 2100.00| | MAILBOX ASSEMBLY, SINGLE | | | 0109 611-06498 1.000 EACH | 280.00000 280.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0110 615-06490 248.000 EACH | 120.00000 29760.00| | RIGHT OF WAY MARKER | | | 0111 616-02320 8165.000 m2 | 3.50000 28577.50| | GEOTEXTILES | | | 0112 616-05688 163.000 Mg | 34.00000 5542.00| | RIPRAP, CLASS 1 | | | 0113 616-06405 5846.000 Mg | 22.00000 128612.00| | RIPRAP, REVETMENT | | | 0114 616-06941 280.000 m3 | 775.00000 217000.00| | GROUT , LIMITED MOBILITY DISPLACEMENT | | | 0115 616-07210 1237.000 m | 12.50000 15462.50| | FIBER ROLL | | | 0116 621-01004 14.000 EACH | 750.00000 10500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0117 621-02356 6.000 kg | 165.00000 990.00| | SEEDING, WETLAND | | | 0118 621-02770 19765.000 m2 | 1.10000 21741.50| | EROSION CONTROL BLANKET | | | 0119 621-02770 4200.000 m2 | 2.40000 10080.00| | EROSION CONTROL BLANKET , MITIGATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -20 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( ) |( ) |DAVE OMARA CONTRACTOR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 621-04258 212.000 kg | 116.00000 24592.00| | SEED MIXTURE , BASIC PRAIRIE | | | 0121 621-04258 1.000 kg | 148.00000 148.00| | SEED MIXTURE , SWALE | | | 0122 621-06545 12.180 Mg | 600.00000 7308.00| | FERTILIZER | | | 0123 621-06553 2573.000 kg | 6.50000 16724.50| | SEED MIXTURE, R | | | 0124 621-06557 2167.000 kg | 4.60000 9968.20| | SEED MIXTURE, T | | | 0125 621-06565 147.000 Mg | 475.00000 69825.00| | MULCHING MATERIAL | | | 0126 621-06574 5323.000 m2 | 3.50000 18630.50| | SODDING | | | 0127 621-09400 41.000 kg | 175.00000 7175.00| | SEED MIXTURE, SEDGE MEADOW | | | 0128 622-91786 2810.000 EACH | 5.00000 14050.00| | SEEDLING , BARE ROOT | | | 0129 622-91786 109.000 EACH | 29.00000 3161.00| | SEEDLING , CONTAINER | | | 0130 628-08520 4.000 EACH | 285.00000 1140.00| | CELLULAR TELEPHONE/RADIO | | | 0131 628-08521 160.000 MOS | 95.00000 15200.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0132 628-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0133 628-09403 40.000 MOS | 1200.00000 48000.00| | FIELD OFFICE, C | | | 0134 628-09407 120.000 MOS | 38.00000 4560.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 3 EACH | | | 0135 701-09739 18.000 EACH | 100.00000 1800.00| | PILE SHOE, HP 310 X 79 | | | 0136 701-51195 166.500 m | 200.00000 33300.00| | PILE, STEEL H, HP 310 mm X 79 | | | 0137 702-51005 161.800 m3 | 475.00000 76855.00| | CONCRETE, A, SUBSTRUCTURE | | | 0138 702-51015 426.400 m3 | 260.00000 110864.00| | CONCRETE, B, FOOTINGS | | | 0139 702-51100 82.000 kg | 8.35000 684.70| | DRAIN PIPE, CAST IRON, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -21 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( ) |( ) |DAVE OMARA CONTRACTOR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 702-51110 439.000 kg | 5.20000 2282.80| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0141 702-51863 620.000 EACH | 15.50000 9610.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0142 703-06028 49540.000 kg | 2.00000 99080.00| | REINFORCING BARS | | | 0143 703-06029 80435.000 kg | 2.00000 160870.00| | REINFORCING BARS, EPOXY COATED | | | 0144 704-51002 337.200 m3 | 350.00000 118020.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0145 706-05732 16.000 EACH | 1250.00000 20000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0146 706-08496 86.000 m2 | 440.00000 37840.00| | REINFORCED CONCRETE MOMENT SLAB, 300 mm | | | 0147 706-08503 94.000 m2 | 465.00000 43710.00| | REINFORCED CONCRETE MOMENT SLAB, 394 mm | | | 0148 706-09545 25.000 m3 | 85.00000 2125.00| | COARSE AGGREGATE, NO 8 | | | 0149 706-51020 61.100 m3 | 350.00000 21385.00| | RAILING, CONCRETE, C | | | 0150 707-05983 537.500 m | 595.00000 319812.50| | STRUCTURAL MEMBER, CONCRETE I-BEAM, 914 | | | mm X 305 mm | | | 0151 709-51821 LUMP | 500.00000 500.00| | SURFACE SEAL | | | 0152 709-51821 LUMP | 7000.00000 7000.00| | SURFACE SEAL , STR. NO. 1 | | | 0153 709-51821 LUMP | 1100.00000 1100.00| | SURFACE SEAL , STR. NO. 2 | | | 0154 709-51821 LUMP | 500.00000 500.00| | SURFACE SEAL , STR. NO. 3 | | | 0155 714-01633 85.000 m | 2100.00000 178500.00| | STRUCTURE, PRECAST, RC BOX SECTION, | | | 2743 mm x 1524 mm | | | 0156 714-26704 32.000 m | 1350.00000 43200.00| | STRUCTURE, PRECAST, RC, BOX SECTION | | | 1800 mm x 1500 mm | | | 0157 714-26709 34.000 m | 1900.00000 64600.00| | STRUCTURE, PRECAST, RC, BOX SECTION | | | 2400 mm x 1500 mm | | | 0158 715-05019 56.000 m | 350.00000 19600.00| | PIPE, TYPE 1 CIRCULAR 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -22 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( ) |( ) |DAVE OMARA CONTRACTOR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0159 715-05048 65.000 m | 200.00000 13000.00| | PIPE, TYPE 4 CIRCULAR 150 mm | | | 0160 715-05119 57.000 m | 250.00000 14250.00| | PIPE, TYPE 1 CIRCULAR 375 mm | | | 0161 715-05121 62.000 m | 160.00000 9920.00| | PIPE, TYPE 1 CIRCULAR 450 mm | | | 0162 715-05123 4.500 m | 1050.00000 4725.00| | PIPE, TYPE 1 CIRCULAR 600 mm | | | 0163 715-05127 27.000 m | 654.00000 17658.00| | PIPE, TYPE 1 CIRCULAR 1050 mm | | | 0164 715-05133 9.000 m | 1040.00000 9360.00| | PIPE, TYPE 1 CIRCULAR 1500 mm | | | 0165 715-05141 6.000 m | 1735.00000 10410.00| | PIPE, TYPE 1 CIRCULAR 2100 mm | | | 0166 715-05149 94.000 m | 169.00000 15886.00| | PIPE, TYPE 2 CIRCULAR 300 mm | | | 0167 715-05151 48.000 m | 300.00000 14400.00| | PIPE, TYPE 2 CIRCULAR 375 mm | | | 0168 715-05152 17.000 m | 475.00000 8075.00| | PIPE, TYPE 2 CIRCULAR 450 mm | | | 0169 715-05154 139.000 m | 210.00000 29190.00| | PIPE, TYPE 2 CIRCULAR 600 mm | | | 0170 715-05169 165.600 m | 200.00000 33120.00| | PIPE, TYPE 3 CIRCULAR 375 mm | | | 0171 715-05407 98.000 m | 26.00000 2548.00| | PIPE, END BENT DRAIN, 150 mm | | | 0172 715-09064 474.000 m | 7.00000 3318.00| | VIDEO INSPECTION FOR PIPE | | | 0173 715-46005 20.000 EACH | 650.00000 13000.00| | PIPE END SECTION, 375 mm | | | 0174 715-46010 6.000 EACH | 700.00000 4200.00| | PIPE END SECTION, 450 mm | | | 0175 715-46020 2.000 EACH | 800.00000 1600.00| | PIPE END SECTION, 600 mm | | | 0176 715-46040 2.000 EACH | 1200.00000 2400.00| | PIPE END SECTION, 900 mm | | | 0177 715-97408 1.000 EACH | 5900.00000 5900.00| | GRATED BOX END SECTION,, I, 3:1, 1050 m | | | 0178 718-06531 1.000 EACH | 600.00000 600.00| | OUTLET PROTECTOR, 3 , MODIFIED | | | 0179 718-52610 13.650 m3 | 57.00000 778.05| | AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -23 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( ) |( ) |DAVE OMARA CONTRACTOR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 718-99153 27.300 m2 | 17.00000 464.10| | GEOTEXTILES FOR UNDERDRAIN | | | 0181 720-01092 7.000 EACH | 2650.00000 18550.00| | MANHOLE, J15, MODIFIED | | | 0182 720-45130 4.000 EACH | 1200.00000 4800.00| | INLET, E7, MODIFIED | | | 0183 720-93411 2.000 EACH | 1800.00000 3600.00| | INLET, C15, MODIFIED | | | 0184 720-98174 1.000 EACH | 2000.00000 2000.00| | INLET, B15 | | | 0185 723-06660 76.000 m2 | 550.00000 41800.00| | WINGWALL | | | 0186 723-07659 13.800 m | 11000.00000 151800.00| | STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 3050 mm | | | 0187 732-06050 6.000 EACH | 20000.00000 120000.00| | CAP , SINKHOLE | | | 0188 801-03290 4.000 EACH | 395.00000 1580.00| | CONSTRUCTION SIGN, C | | | 0189 801-04308 4.000 EACH | 400.00000 1600.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0190 801-06207 47672.000 m | 3.10000 147783.20| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0191 801-06577 102.000 m | 19.00000 1938.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600mm | | | 0192 801-06640 33.000 EACH | 195.00000 6435.00| | CONSTRUCTION SIGN, A | | | 0193 801-06645 26.000 EACH | 60.00000 1560.00| | CONSTRUCTION SIGN, B | | | 0194 801-06775 LUMP | 589000.00000 589000.00| | MAINTAINING TRAFFIC | | | 0195 801-07118 32.400 m | 70.00000 2268.00| | BARRICADE, III-A | | | 0196 801-07119 18.000 m | 85.00000 1530.00| | BARRICADE, III-B | | | 0197 801-08401 2680.000 m | 55.00000 147400.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0198 801-53072 LUMP | 57000.00000 57000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0199 802-05702 24.800 m | 42.00000 1041.60| | SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -24 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( ) |( ) |DAVE OMARA CONTRACTOR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0200 802-05703 13.200 m | 52.00000 686.40| | SIGN POST, SQUARE, TYPE 3, REINFORCED | | | ANCHOR BASE | | | 0201 802-05704 418.000 m | 52.00000 21736.00| | SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | | ANCHOR BASE | | | 0202 802-07059 270.000 EACH | 65.00000 17550.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0203 802-09838 40.440 m2 | 200.00000 8088.00| | SIGN, SHEET, WITH LEGEND 2.03mm | | | THICKNESS | | | 0204 802-09840 48.710 m2 | 215.00000 10472.65| | SIGN, SHEET, WITH LEGEND 2.54mm | | | THICKNESS | | | 0205 802-09842 7.300 m2 | 245.00000 1788.50| | SIGN, SHEET, WITH LEGEND 3.18mm | | | THICKNESS | | | 0206 804-06770 2.000 EACH | 24.00000 48.00| | DELINEATOR POST | | | 0207 808-06701 285.000 m | 1.85000 527.25| | LINE, THERMOPLASTIC, BROKEN, WHITE, 100 | | | mm | | | 0208 808-06703 17256.400 m | 1.85000 31924.34| | LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | 0209 808-06716 21363.000 m | 0.80000 17090.40| | LINE, REMOVE | | | 0210 808-09381 LUMP | 2800.00000 2800.00| | RETRO-REFLECTIVITY TESTING | | | 0211 808-10031 43.000 m | 15.00000 645.00| | LINE, MULTI-COMPONENT, BROKEN, WHITE, | | | 100 mm | | | 0212 808-10033 172.000 m | 15.00000 2580.00| | LINE, MULTI-COMPONENT, SOLID, WHITE, | | | 100 mm | | | 0213 808-10034 172.000 m | 15.00000 2580.00| | LINE, MULTI-COMPONENT, SOLID, YELLOW, | | | 100 mm | | | 0214 808-10051 13.500 m | 23.00000 310.50| | TRANSVERSE MARKING MULTI-COMPONENT, | | | STOP LINE, 600mm | | | 0215 808-75240 397.000 m | 1.85000 734.45| | LINE, THERMOPLASTIC, BROKEN, YELLOW 100 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 301 -25 TABULATION OF BIDS CALL ORDER : 301 CONTRACT ID : R -30988-A COUNTIES : ORANGE LETTING DATE : 05/11/11 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( ) |( ) |DAVE OMARA CONTRACTOR INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0216 808-75245 13535.900 m | 1.85000 25041.42| | LINE, THERMOPLASTIC, SOLID, YELLOW,100 | | | mm | | | 0217 808-75278 460.600 m | 14.00000 6448.40| | TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSHATCH LINE, YELLOW, 300 mm | | | 0218 808-75297 124.400 m | 14.00000 1741.60| | TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 600 mm | | | 0219 808-75996 437.000 EACH | 5.25000 2294.25| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0220 808-75998 498.000 EACH | 25.00000 12450.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0221 808-92027 2295.000 m | 5.00000 11475.00| | LINE, THERMOPLASTIC, SOLID, YELLOW,200m | | | SECTION TOTALS | $ 12,384,950.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 12,384,950.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 311 -1 VENDOR RANKING CALL ORDER : 311 CONTRACT ID : R -31669-A COUNTIES : HAMILTON LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : BRIDGE RECONSTRUCTION AND ROAD REPLACEMENT COMPLETION DATE : 11/15/11 LOCATION : ON 126TH STREET FROM PROMISE ROAD TO 0.9 MILE EAST PROJECT(S) : 0400965 OF PROMISE ROAD AND OVER I-69 0901567 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2392967 BERNS CONSTRUCTION LLC $ 7,559,915.55 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 8,328,321.49 110.1642% 3 35-1139301 E & B PAVING INC $ 8,947,146.05 118.3498% 4 35-1875662 CRIDER & CRIDER INC $ 9,657,460.69 127.7456% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 311 -2 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31669-A COUNTIES : HAMILTON LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-2392967 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |BERNS CONSTRUCTION LLC |RIETH RILEY CONSTRUCTION |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 50000.00000 50000.00| 38740.00000 38740.00| 100000.00000 100000.00 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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 380000.00000 380000.00| 400294.15000 400294.15| 445000.00000 445000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 75000.00000 75000.00| 38000.00000 38000.00| 100000.00000 100000.00 CLEARING RIGHT OF WAY | | | 0012 202-02240 167.000 SYS | 18.18000 3036.06| 16.00000 2672.00| 16.00000 2672.00 PAVEMENT REMOVAL | | | 0013 202-02928 9.000 EACH | 397.01000 3573.09| 385.00000 3465.00| 385.00000 3465.00 CATCH BASIN, REMOVE | | | 0014 202-51330 LUMP | 211550.00000 211550.00| 200994.55000 200994.55| 211550.00000 211550.00 PRESENT STRUCTURE, REMOVE | | | 0015 202-91385 1.000 EACH | 397.01000 397.01| 385.00000 385.00| 385.00000 385.00 INLET, REMOVE | | | 0016 202-93047 5.000 EACH | 539.15000 2695.75| 650.00000 3250.00| 650.00000 3250.00 MANHOLE, REMOVE | | | 0017 203-02000 13562.000 CYS | 20.85000 282767.70| 20.00000 271240.00| 20.00000 271240.00 EXCAVATION, COMMON | | | 0018 203-02070 93478.000 CYS | 6.65000 621628.70| 6.30000 588911.40| 7.25000 677715.50 BORROW | | | 0019 205-06930 1.900 TON | 39.76000 75.54| 130.00000 247.00| 130.00000 247.00 SPLASHPAD, RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 311 -3 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31669-A COUNTIES : HAMILTON LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-2392967 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |BERNS CONSTRUCTION LLC |RIETH RILEY CONSTRUCTION |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06931 28.800 TON | 48.17000 1387.30| 28.00000 806.40| 28.00000 806.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06933 23.000 EACH | 90.00000 2070.00| 71.00000 1633.00| 71.00000 1633.00 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06936 229.000 TON | 48.17000 11030.93| 26.00000 5954.00| 26.00000 5954.00 TEMPORARY SEDIMENT TRAP | | | 0024 205-06937 7043.000 LFT | 1.10000 7747.30| 1.28000 9015.04| 1.28000 9015.04 TEMPORARY SILT FENCE | | | 0025 205-09543 100.000 TON | 25.73000 2573.00| 19.00000 1900.00| 19.00000 1900.00 NO 2 STONE | | | 0026 206-51230 164.000 CYS | 91.96000 15081.44| 22.00000 3608.00| 91.96000 15081.44 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0027 207-08262 45941.000 SYS | 3.50000 160793.50| 4.55000 209031.55| 4.05000 186061.05 SUBGRADE TREATMENT, TYPE I | | | 0028 207-08266 4749.000 SYS | 5.15000 24457.35| 1.10000 5223.90| 1.10000 5223.90 SUBGRADE TREATMENT, TYPE III | | | 0029 207-08267 7530.000 SYS | 3.10000 23343.00| 5.15000 38779.50| 5.15000 38779.50 SUBGRADE TREATMENT, TYPE IIIA | | | 0030 211-02050 6853.000 CYS | 19.91000 136443.23| 16.84000 115404.52| 19.68000 134867.04 B BORROW | | | 0031 211-09264 3110.000 CYS | 17.07000 53087.70| 18.25000 56757.50| 17.82200 55426.42 STRUCTURAL BACKFILL, TYPE 1 | | | 0032 211-09266 6916.000 CYS | 19.68000 136106.88| 17.50000 121030.00| 19.68000 136106.88 STRUCTURAL BACKFILL, TYPE 3 | | | 0034 301-07448 2906.400 TON | 21.52000 62545.73| 21.82000 63417.65| 25.02000 72718.13 COMPACTED AGGREGATE, NO. 53, BASE | | | 0035 302-06464 9804.400 CYS | 32.17000 315407.55| 35.00000 343154.00| 29.47000 288935.67 SUBBASE FOR PCCP | | | 0036 302-07455 104.400 CYS | 62.64000 6539.62| 120.00000 12528.00| 62.64000 6539.62 DENSE GRADED SUBBASE | | | 0037 303-01180 35.000 TON | 21.52000 753.20| 35.90000 1256.50| 25.02000 875.70 COMPACTED AGGREGATE, NO. 53 | | | 0038 303-07449 5.000 TON | 40.39000 201.95| 54.12000 270.60| 50.00000 250.00 COMPACTED AGGREGATE, NO. 73 | | | 0039 304-07494 51.000 TON | 70.00000 3570.00| 98.15000 5005.65| 59.29710 3024.15 WIDENING WITH HMA, TYPE C | | | 0040 306-08034 2398.000 SYS | 3.42000 8201.16| 3.50000 8393.00| 4.26000 10215.48 MILLING, ASPHALT, 1 1/2 IN | | | 0042 306-08043 80.000 SYS | 4.42000 353.60| 10.00000 800.00| 4.26000 340.80 MILLING, TRANSITION | | | 0043 401-07334 222.000 TON | 1.00000 222.00| 89.85000 19946.70| 52.00000 11544.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 311 -4 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31669-A COUNTIES : HAMILTON LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-2392967 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |BERNS CONSTRUCTION LLC |RIETH RILEY CONSTRUCTION |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0044 401-07403 963.000 TON | 1.00000 963.00| 60.30000 58068.90| 44.00000 42372.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0045 401-07408 88.000 TON | 1.00000 88.00| 49.75000 4378.00| 42.00000 3696.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0046 402-07432 763.500 TON | 67.00000 51154.50| 77.35000 59056.73| 85.00000 64897.50 HMA SURFACE, TYPE A | | | 0047 402-07433 203.000 TON | 67.00000 13601.00| 62.90000 12768.70| 80.00000 16240.00 HMA SURFACE, TYPE B | | | 0048 402-07434 239.000 TON | 80.00000 19120.00| 79.75000 19060.25| 80.00000 19120.00 HMA SURFACE, TYPE C | | | 0049 402-07438 341.000 TON | 60.00000 20460.00| 55.20000 18823.20| 52.00000 17732.00 HMA INTERMEDIATE, TYPE B | | | 0050 402-07439 228.000 TON | 60.00000 13680.00| 61.60000 14044.80| 55.00000 12540.00 HMA INTERMEDIATE, TYPE C | | | 0051 402-07440 70.200 TON | 54.00000 3790.80| 50.50000 3545.10| 110.00000 7722.00 HMA BASE, TYPE A | | | 0052 402-07441 710.000 TON | 54.00000 38340.00| 53.45000 37949.50| 60.00000 42600.00 HMA BASE, TYPE B | | | 0053 402-07442 443.000 TON | 60.00000 26580.00| 49.90000 22105.70| 59.00000 26137.00 HMA BASE, TYPE C | | | 0055 402-07453 1220.000 TON | 65.00000 79300.00| 74.30000 90646.00| 65.00000 79300.00 HMA FOR TEMPORARY PAVEMENT, TYPE | | | 0056 406-05520 8.100 TON | 100.00000 810.00| 531.54000 4305.47| 512.45000 4150.85 ASPHALT FOR TACK COAT | | | 0058 501-06266 LUMP | 35.00000 35.00| 1.00000 1.00| 1.02000 1.02 PROFILOGRAPH, PCCP | | | 0059 501-06727 LUMP | 5706.58000 5706.58| 1200.00000 1200.00| 2747.21000 2747.21 CORING, PCCP | | | 0060 501-08193 32400.000 SYS | 31.61000 1024164.00| 32.96000 1067904.00| 38.39000 1243836.00 QC/QA-PCCP, 10.5 IN | | | 0061 503-05240 16200.000 LFT | 8.71000 141102.00| 11.08000 179496.00| 10.32000 167184.00 D-1 CONTRACTION JOINT | | | 0062 503-05310 112.000 LFT | 174.62000 19557.44| 210.00000 23520.00| 161.64000 18103.68 TERMINAL JOINT | | | 0063 601-01522 2.000 EACH | 2195.00000 4390.00| 1950.00000 3900.00| 1950.00000 3900.00 GUARDRAIL, TRANSITION TYPE TGB | | | 0064 601-02241 2935.000 LFT | 1.00000 2935.00| 1.60000 4696.00| 1.60000 4696.00 GUARDRAIL, REMOVE | | | 0065 601-06233 2.000 EACH | 8075.00000 16150.00| 8350.00000 16700.00| 8350.00000 16700.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0066 601-94689 2.000 EACH | 2770.00000 5540.00| 2400.00000 4800.00| 2400.00000 4800.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 311 -5 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31669-A COUNTIES : HAMILTON LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-2392967 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |BERNS CONSTRUCTION LLC |RIETH RILEY CONSTRUCTION |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0067 601-94689 2.000 EACH | 1640.00000 3280.00| 1270.00000 2540.00| 1270.00000 2540.00 GUARDRAIL END TREATMENT, OS , RESET | | | 0068 601-99105 1175.000 LFT | 18.80000 22090.00| 17.30000 20327.50| 17.30000 20327.50 GUARDRAIL, W-BEAM, 6 FT 3 IN SPACING | | | 0069 602-06729 9.000 EACH | 14.00000 126.00| 14.00000 126.00| 10.00000 90.00 BARRIER DELINEATOR | | | 0072 604-01268 663.000 LFT | 150.00000 99450.00| 270.00000 179010.00| 293.00000 194259.00 HAND RAIL, ALUMINUM | | | 0073 604-07897 6.000 SYS | 121.84000 731.04| 139.40000 836.40| 114.74000 688.44 CURB RAMP, CONCRETE, C | | | 0076 604-07901 76.000 SYS | 117.27000 8912.52| 140.25000 10659.00| 114.74000 8720.24 CURB RAMP, CONCRETE, G | | | 0077 604-91531 2374.000 SYS | 21.59000 51254.66| 32.56000 77297.44| 28.90000 68608.60 SIDEWALK, CONCRETE, 4 IN | | | 0078 605-06100 13021.000 LFT | 7.15000 93100.15| 11.00000 143231.00| 6.28000 81771.88 CURB, INTEGRAL, C, CONCRETE | | | 0083 605-06250 15.600 SYS | 87.83000 1370.15| 142.00000 2215.20| 88.52000 1380.91 CENTER CURB, C, CONCRETE | | | 0084 605-06255 312.100 SYS | 66.72000 20823.31| 72.11000 22505.53| 102.61000 32024.58 CENTER CURB, D, CONCRETE MODIFIED | | | 0085 605-97937 224.000 LFT | 23.26000 5210.24| 32.50000 7280.00| 24.42000 5470.08 CURB AND GUTTER, CONCRETE, ROLL | | | 0086 609-06259 626.000 SYS | 73.78000 46186.28| 69.00000 43194.00| 73.78000 46186.28 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN | | | 0087 610-07487 725.000 TON | 65.00000 47125.00| 109.84000 79634.00| 90.00000 65250.00 HMA FOR APPROACHES, TYPE B | | | 0088 610-08446 661.000 SYS | 49.23000 32541.03| 45.63000 30161.43| 40.78000 26955.58 PCCP FOR APPROACHES, 6 IN | | | 0089 610-09108 322.000 SYS | 55.11000 17745.42| 55.10000 17742.20| 59.62000 19197.64 PCCP FOR APPROACHES, 9 IN | | | 0090 611-06497 10.000 EACH | 170.00000 1700.00| 175.00000 1750.00| 175.00000 1750.00 MAILBOX ASSEMBLY, SINGLE | | | 0091 611-06498 1.000 EACH | 340.00000 340.00| 350.00000 350.00| 350.00000 350.00 MAILBOX ASSEMBLY, DOUBLE | | | 0092 616-02320 440.500 SYS | 1.42000 625.51| 1.60000 704.80| 1.60000 704.80 GEOTEXTILES | | | 0093 616-05689 31.300 TON | 49.47000 1548.41| 55.00000 1721.50| 55.00000 1721.50 RIPRAP, CLASS 2 | | | 0094 616-06405 196.500 TON | 33.14000 6512.01| 24.00000 4716.00| 24.00000 4716.00 RIPRAP, REVETMENT | | | 0095 616-06451 16.000 TON | 35.93000 574.88| 28.00000 448.00| 28.00000 448.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 311 -6 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31669-A COUNTIES : HAMILTON LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-2392967 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |BERNS CONSTRUCTION LLC |RIETH RILEY CONSTRUCTION |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 616-51367 19.400 SYS | 100.00000 1940.00| 200.00000 3880.00| 100.00000 1940.00 SLOPEWALL, CONCRETE, 4 IN | | | 0097 621-01004 4.000 EACH | 250.00000 1000.00| 450.00000 1800.00| 450.00000 1800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0098 621-02318 2.900 LBS | 60.00000 174.00| 117.00000 339.30| 117.00000 339.30 SEED MIXTURE, PRAIRIE GRASS | | | 0099 621-02770 14556.000 SYS | 1.00000 14556.00| 1.00000 14556.00| 1.00000 14556.00 EROSION CONTROL BLANKET | | | 0101 621-04258 1.000 LBS | 180.00000 180.00| 306.00000 306.00| 306.00000 306.00 SEED MIXTURE , WET MESIC | | | 0102 621-06545 1.700 TON | 620.00000 1054.00| 510.00000 867.00| 510.00000 867.00 FERTILIZER | | | 0103 621-06554 649.000 LBS | 2.90000 1882.10| 6.69000 4341.81| 6.69000 4341.81 SEED MIXTURE, U , MODIFIED | | | 0105 621-06565 8.500 TON | 315.00000 2677.50| 340.00000 2890.00| 340.00000 2890.00 MULCHING MATERIAL | | | 0106 621-06567 140.000 kGAL | 1.00000 140.00| 0.50000 70.00| 0.50000 70.00 WATER | | | 0107 621-06574 96.500 SYS | 2.40000 231.60| 3.04000 293.36| 3.04000 293.36 SODDING | | | 0108 621-06575 35042.000 SYS | 2.40000 84100.80| 3.04000 106527.68| 3.04000 106527.68 SODDING, NURSERY | | | 0113 622-98200 8.000 EACH | 23.00000 184.00| 23.00000 184.00| 40.00000 320.00 SIGN, DO NOT DISTURB | | | 0116 628-09402 24.000 MOS | 450.00000 10800.00| 2500.00000 60000.00| 2234.42000 53626.08 FIELD OFFICE, B | | | 0117 628-09407 48.000 MOS | 35.00000 1680.00| 220.00000 10560.00| 185.00000 8880.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0118 701-06011 1.000 EACH | 1204.00000 1204.00| 2100.00000 2100.00| 1204.00000 1204.00 DYNAMIC PILE LOAD TEST | | | 0119 701-09557 76.000 LFT | 80.38000 6108.88| 36.00000 2736.00| 80.38000 6108.88 TEST PILE, DYNAMIC, PRODUCTION | | | 0120 701-09559 1.000 EACH | 929.00000 929.00| 1000.00000 1000.00| 929.00000 929.00 TEST PILE, DYNAMIC, RESTRIKE | | | 0121 701-51195 3908.000 LFT | 55.87000 218339.96| 42.00000 164136.00| 55.87000 218339.96 PILE, STEEL H, HP 12 IN X 53 | | | 0123 702-51005 394.000 CYS | 331.02000 130421.88| 345.00000 135930.00| 331.02000 130421.88 CONCRETE, A, SUBSTRUCTURE | | | 0124 702-51015 16.000 CYS | 725.17000 11602.72| 565.00000 9040.00| 725.17000 11602.72 CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 311 -7 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31669-A COUNTIES : HAMILTON LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-2392967 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |BERNS CONSTRUCTION LLC |RIETH RILEY CONSTRUCTION |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0125 702-76240 20.000 CYS | 118.37000 2367.40| 280.00000 5600.00| 140.00000 2800.00 CONCRETE , COLORED AND STAMPED | | | 0126 703-06028 35134.000 LBS | 0.80000 28107.20| 0.86000 30215.24| 0.80000 28107.20 REINFORCING BARS | | | 0127 703-06029 221549.000 LBS | 0.88000 194963.12| 0.94000 208256.06| 0.88000 194963.12 REINFORCING BARS, EPOXY COATED | | | 0128 704-51002 694.400 CYS | 387.88000 269343.87| 490.00000 340256.00| 387.88000 269343.87 CONCRETE, C, SUPERSTRUCTURE | | | 0129 706-05734 1.000 EACH | 2500.00000 2500.00| 2700.00000 2700.00| 2500.00000 2500.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | , MODIFIED | | | 0130 706-06372 2.000 EACH | 2000.00000 4000.00| 2500.00000 5000.00| 2000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0131 706-06372 2.000 EACH | 2800.00000 5600.00| 3350.00000 6700.00| 2800.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | , MODIFIED | | | 0132 706-51020 72.000 CYS | 713.11000 51343.92| 1160.00000 83520.00| 713.11000 51343.92 RAILING, CONCRETE, C | | | 0133 707-09865 2030.000 LFT | 251.67000 510890.10| 255.00000 517650.00| 281.72000 571891.60 STRUCTURAL MEMBER, CONCRETE BULB-T BEAM | | | 36 IN X 49 IN | | | 0134 709-07733 LUMP | 7522.35000 7522.35| 7525.00000 7525.00| 7522.35000 7522.35 ANTI-GRAFFITI COAT | | | 0135 709-51821 LUMP | 6045.80000 6045.80| 6050.00000 6050.00| 6045.80000 6045.80 SURFACE SEAL | | | 0136 709-51821 LUMP | 17284.00000 17284.00| 17285.00000 17285.00| 17284.00000 17284.00 SURFACE SEAL , MODIFIED | | | 0143 714-04131 LUMP | 97604.06000 97604.06| 105000.00000 105000.00| 105000.00000 105000.00 STRUCTURE , DETENTION, NO. 335A | | | 0146 715-05048 10673.000 LFT | 4.16000 44399.68| 3.95000 42158.35| 3.95000 42158.35 PIPE, TYPE 4 CIRCULAR 6 IN | | | 0147 715-05053 562.000 LFT | 16.73000 9402.26| 15.00000 8430.00| 15.00000 8430.00 PIPE, UNDERDRAIN, OUTLET 6 IN | | | 0152 715-05149 3509.000 LFT | 22.34000 78391.06| 30.00000 105270.00| 30.00000 105270.00 PIPE, TYPE 2 CIRCULAR 12 IN | | | 0153 715-05151 241.000 LFT | 25.83000 6225.03| 34.00000 8194.00| 34.00000 8194.00 PIPE, TYPE 2 CIRCULAR 15 IN | | | 0154 715-05152 744.000 LFT | 24.82000 18466.08| 37.00000 27528.00| 37.00000 27528.00 PIPE, TYPE 2 CIRCULAR 18 IN | | | 0155 715-05153 12.000 LFT | 40.83000 489.96| 46.00000 552.00| 46.00000 552.00 PIPE, TYPE 2 CIRCULAR 21 IN | | | 0156 715-05154 33.000 LFT | 44.60000 1471.80| 50.00000 1650.00| 50.00000 1650.00 PIPE, TYPE 2 CIRCULAR 24 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 311 -8 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31669-A COUNTIES : HAMILTON LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-2392967 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |BERNS CONSTRUCTION LLC |RIETH RILEY CONSTRUCTION |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0159 715-05168 42.000 LFT | 22.34000 938.28| 43.00000 1806.00| 43.00000 1806.00 PIPE, TYPE 3 CIRCULAR 12 IN | | | 0160 715-05169 26.000 LFT | 25.86000 672.36| 36.00000 936.00| 36.00000 936.00 PIPE, TYPE 3 CIRCULAR 15 IN | | | 0161 715-05237 277.000 LFT | 122.93000 34051.61| 175.00000 48475.00| 175.00000 48475.00 PIPE, TYPE 1 DEFORMED MIN AREA 6.4 SF | | | 0165 715-46000 10.000 EACH | 938.34000 9383.40| 570.00000 5700.00| 570.00000 5700.00 PIPE END SECTION, 12 IN | | | 0166 715-46005 3.000 EACH | 959.37000 2878.11| 600.00000 1800.00| 600.00000 1800.00 PIPE END SECTION, 15 IN | | | 0167 715-46010 1.000 EACH | 1001.42000 1001.42| 650.00000 650.00| 650.00000 650.00 PIPE END SECTION, 18 IN | | | 0168 715-46015 1.000 EACH | 1042.72000 1042.72| 700.00000 700.00| 700.00000 700.00 PIPE END SECTION, 21 IN | | | 0169 715-46020 4.000 EACH | 1157.04000 4628.16| 965.00000 3860.00| 965.00000 3860.00 PIPE END SECTION, 24 IN | | | 0171 715-46095 2.000 EACH | 1878.05000 3756.10| 1900.00000 3800.00| 1900.00000 3800.00 PIPE END SECTION, MIN AREA 6.4 SF | | | 0173 718-06528 1.000 EACH | 1146.05000 1146.05| 965.00000 965.00| 965.00000 965.00 OUTLET PROTECTOR, 1 | | | 0174 718-06531 12.000 EACH | 679.23000 8150.76| 380.00000 4560.00| 380.00000 4560.00 OUTLET PROTECTOR, 3 | | | 0175 718-06532 11215.000 LFT | 0.75000 8411.25| 1.00000 11215.00| 1.00000 11215.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0176 718-52610 1089.000 CYS | 24.71000 26909.19| 30.00000 32670.00| 30.00000 32670.00 AGGREGATE FOR UNDERDRAINS | | | 0177 718-99153 8774.000 SYS | 0.87000 7633.38| 1.00000 8774.00| 1.00000 8774.00 GEOTEXTILES FOR UNDERDRAIN | | | 0179 720-44000 7.000 EACH | 787.64000 5513.48| 700.00000 4900.00| 700.00000 4900.00 CASTING, ADJUST TO GRADE | | | 0181 720-45066 2.000 EACH | 2614.22000 5228.44| 2200.00000 4400.00| 2200.00000 4400.00 INLET, N12, MODIFIED | | | 0182 720-45235 2.000 EACH | 1531.27000 3062.54| 1500.00000 3000.00| 1500.00000 3000.00 CATCH BASIN, E7 | | | 0184 720-45410 37.000 EACH | 2313.66000 85605.42| 1900.00000 70300.00| 1900.00000 70300.00 MANHOLE, C4 | | | 0186 720-93409 1.000 EACH | 2337.57000 2337.57| 2300.00000 2300.00| 2300.00000 2300.00 INLET, B15, MODIFIED | | | 0188 720-94713 1.000 EACH | 2186.93000 2186.93| 1800.00000 1800.00| 1800.00000 1800.00 CATCH BASIN, C15, MODIFIED | | | 0190 720-98174 44.000 EACH | 2350.19000 103408.36| 1950.00000 85800.00| 1950.00000 85800.00 INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 311 -9 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31669-A COUNTIES : HAMILTON LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-2392967 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |BERNS CONSTRUCTION LLC |RIETH RILEY CONSTRUCTION |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0191 720-98555 9.000 EACH | 2405.10000 21645.90| 2000.00000 18000.00| 2000.00000 18000.00 INLET, C15 | | | 0193 720-99416 1.000 EACH | 2746.23000 2746.23| 2100.00000 2100.00| 2100.00000 2100.00 CATCH BASIN, B15 | | | 0194 720-99417 1.000 EACH | 2186.93000 2186.93| 2200.00000 2200.00| 2200.00000 2200.00 CATCH BASIN, C15 | | | 0196 731-93945 13677.000 SFT | 13.65000 186691.05| 12.10000 165491.70| 14.75000 201735.75 FACE PANELS, CONCRETE | | | 0197 731-93946 13677.000 SFT | 4.64000 63461.28| 7.80000 106680.60| 4.64000 63461.28 WALL ERECTION | | | 0198 731-93947 1017.000 LFT | 25.67000 26106.39| 32.00000 32544.00| 25.67000 26106.39 LEVELING PAD, CONCRETE | | | 0201 801-01093 4.000 EACH | 1500.00000 6000.00| 695.00000 2780.00| 1448.00000 5792.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0203 801-03290 4.000 EACH | 212.00000 848.00| 135.00000 540.00| 268.00000 1072.00 CONSTRUCTION SIGN, C | | | 0204 801-04308 13.000 EACH | 383.00000 4979.00| 325.00000 4225.00| 307.00000 3991.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0205 801-06203 6350.000 LFT | 0.50000 3175.00| 0.35000 2222.50| 0.50000 3175.00 TEMPORARY PAVEMENT MARKING, 4 IN | | | 0206 801-06207 27188.000 LFT | 0.84000 22837.92| 0.89000 24197.32| 1.00000 27188.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN | | | 0209 801-06625 16.000 EACH | 188.00000 3008.00| 69.00000 1104.00| 103.00000 1648.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0210 801-06640 38.000 EACH | 177.00000 6726.00| 120.00000 4560.00| 136.00000 5168.00 CONSTRUCTION SIGN, A | | | 0211 801-06645 11.000 EACH | 103.00000 1133.00| 69.00000 759.00| 51.00000 561.00 CONSTRUCTION SIGN, B | | | 0212 801-06775 LUMP | 98000.00000 98000.00| 295900.00000 295900.00| 650000.00000 650000.00 MAINTAINING TRAFFIC | | | 0213 801-07119 272.000 LFT | 14.75000 4012.00| 11.95000 3250.40| 12.00000 3264.00 BARRICADE, III-B | | | 0214 801-08508 2350.000 LFT | 28.36000 66646.00| 37.00000 86950.00| 22.30000 52405.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0215 802-05701 105.000 LFT | 13.25000 1391.25| 13.25000 1391.25| 13.25000 1391.25 SIGN POST, SQUARE, TYPE 1, REINFORCED | | | ANCHOR BASE | | | 0216 802-05702 133.000 LFT | 11.00000 1463.00| 11.00000 1463.00| 11.00000 1463.00 SIGN POST, SQUARE, TYPE 2, REINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 311 -10 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31669-A COUNTIES : HAMILTON LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-2392967 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |BERNS CONSTRUCTION LLC |RIETH RILEY CONSTRUCTION |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0217 802-09838 56.500 SFT | 17.00000 960.50| 17.00000 960.50| 17.00000 960.50 SIGN, SHEET, WITH LEGEND 0.080" | | | 0218 802-09840 45.000 SFT | 18.00000 810.00| 18.00000 810.00| 18.00000 810.00 SIGN, SHEET, WITH LEGEND 0.100 IN | | | THICKNESS | | | 0219 802-09842 19.000 SFT | 21.00000 399.00| 21.00000 399.00| 21.00000 399.00 SIGN, SHEET, WITH LEGEND 0.125 IN | | | THICKNESS | | | 0240 805-78370 8.000 EACH | 25.00000 200.00| 25.00000 200.00| 25.00000 200.00 PEDESTRIAN PUSH BUTTON | | | 0249 805-95568 469.000 LFT | 10.50000 4924.50| 10.50000 4924.50| 10.50000 4924.50 CONDUIT, PVC, 4 IN. MULTI-CELL, | | | DIRECTIONAL PUSH | | | 0250 805-95568 4529.000 LFT | 10.50000 47554.50| 10.50000 47554.50| 10.50000 47554.50 CONDUIT, PVC, 4 IN. MULTI-CELL, TRENCH | | | 0251 807-02191 7.000 EACH | 895.00000 6265.00| 895.00000 6265.00| 895.00000 6265.00 HANDHOLE, LIGHTING | | | 0252 807-04652 2.000 EACH | 3400.00000 6800.00| 3400.00000 6800.00| 3400.00000 6800.00 SERVICE POINT | | | 0253 807-04744 LUMP | 49000.00000 49000.00| 49000.00000 49000.00| 49000.00000 49000.00 LIGHTING , ORNAMENTAL | | | 0254 807-06592 450.000 LFT | 12.00000 5400.00| 12.00000 5400.00| 12.00000 5400.00 CONDUIT, STEEL, GALVANIZED, 2 IN | | | 0255 807-07580 2940.000 LFT | 10.00000 29400.00| 10.00000 29400.00| 10.00000 29400.00 WIRE, NO 4 COPPER, IN PLASTIC DUCT, IN | | | TRENCH 4 1/C | | | 0256 807-86889 448.000 LFT | 0.75000 336.00| 0.75000 336.00| 0.75000 336.00 CABLE, POLE CIRCUIT THWH, NO10 COPPER, | | | STRANDED, 1/C | | | 0257 807-86910 7.000 EACH | 37.00000 259.00| 37.00000 259.00| 37.00000 259.00 CONNECTOR KIT, UNFUSED | | | 0258 807-86915 14.000 EACH | 35.00000 490.00| 35.00000 490.00| 35.00000 490.00 CONNECTOR KIT, FUSED | | | 0259 807-86920 16.000 EACH | 13.00000 208.00| 13.00000 208.00| 13.00000 208.00 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0260 807-86930 13.000 EACH | 12.00000 156.00| 12.00000 156.00| 12.00000 156.00 INSULATION LINK, NON-WATERPROOFED | | | 0261 807-86935 28.000 EACH | 15.00000 420.00| 15.00000 420.00| 15.00000 420.00 INSULATION LINK, WATERPROOFED | | | 0262 807-97237 450.000 LFT | 10.00000 4500.00| 10.00000 4500.00| 10.00000 4500.00 WIRE, NO 4 COPPER, IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 311 -11 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31669-A COUNTIES : HAMILTON LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-2392967 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |BERNS CONSTRUCTION LLC |RIETH RILEY CONSTRUCTION |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0263 808-03178 9.000 EACH | 200.00000 1800.00| 156.00000 1404.00| 200.00000 1800.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROW | | | 0264 808-03179 9.000 EACH | 275.00000 2475.00| 224.00000 2016.00| 279.00000 2511.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0266 808-06703 3528.000 LFT | 0.55000 1940.40| 0.42000 1481.76| 0.90000 3175.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0267 808-06716 1400.000 LFT | 1.00000 1400.00| 0.38000 532.00| 1.27000 1778.00 LINE, REMOVE | | | 0268 808-75051 10600.000 LFT | 0.58000 6148.00| 1.90000 20140.00| 2.40000 25440.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN | | | 0269 808-75054 10122.000 LFT | 0.58000 5870.76| 1.90000 19231.80| 2.40000 24292.80 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN | | | 0270 808-75059 1184.000 LFT | 2.32000 2746.88| 1.90000 2249.60| 2.40000 2841.60 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN | | | 0272 808-75067 35.000 LFT | 20.00000 700.00| 11.40000 399.00| 17.00000 595.00 TRANSVERSE MARKING, PREFORMED PLASTIC, | | | STOP LINE, WHITE 24 IN | | | 0273 808-75245 2880.000 LFT | 0.55000 1584.00| 0.42000 1209.60| 0.91000 2620.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 I | | | 0275 808-75297 35.000 LFT | 6.00000 210.00| 4.45000 155.75| 5.40000 189.00 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, 24 IN | | | 0276 808-75300 151.000 LFT | 2.00000 302.00| 1.12000 169.12| 1.35000 203.85 TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSWALK LINE, 6" | | | 0277 808-75320 5.000 EACH | 100.00000 500.00| 55.00000 275.00| 101.00000 505.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | | 0278 808-75325 3.000 EACH | 125.00000 375.00| 79.00000 237.00| 136.00000 408.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | (ONLY) | | | 0279 808-75998 57.000 EACH | 46.28000 2637.96| 46.28000 2637.96| 46.28000 2637.96 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0280 808-75998 1.000 EACH | 46.28000 46.28| 46.28000 46.28| 46.28000 46.28 SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | FOR FIRE HYDRANTS | | | 0282 205-02237 60.000 EACH | 79.48000 4768.80| 550.00000 33000.00| 125.00000 7500.00 TEMPORARY EROSION & SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 311 -12 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31669-A COUNTIES : HAMILTON LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-2392967 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |BERNS CONSTRUCTION LLC |RIETH RILEY CONSTRUCTION |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0283 210-05877 4.000 EACH | 712.80000 2851.20| 665.71000 2662.84| 550.00000 2200.00 TESTING , VACUUM, FOR SANITARY | | | 0284 601-06035 156.000 LFT | 14.00000 2184.00| 8.00000 1248.00| 8.00000 1248.00 GUARDRAIL, RESET | | | 0285 622-05640 12.000 EACH | 15.25000 183.00| 36.50000 438.00| 36.50000 438.00 PLANT, DECIDUOUS SHRUB, 24 TO 36 IN | | | 0286 622-05648 14.000 EACH | 15.25000 213.50| 41.00000 574.00| 41.00000 574.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN OR UNDER | | | 0287 714-01634 150.000 LFT | 392.36000 58854.00| 269.00000 40350.00| 420.00000 63000.00 STRUCTURE, REINFORCED CONCRETE BOX | | | SECTIONS, 7 FT X 4 FT | | | 0288 720-45605 16.000 LFT | 309.13000 4946.08| 269.00000 4304.00| 269.00000 4304.00 STRUCTURE, MANHOLE, RECONSTRUCTED | | | 0289 807-78590 11.000 EACH | 895.00000 9845.00| 895.00000 9845.00| 895.00000 9845.00 HANDHOLE , FIBER | | | 0290 808-06714 1025.000 LFT | 0.55000 563.75| 0.95000 973.75| 0.50000 512.50 LINE, PAINT, SOLID, YELLOW, 4 IN | | | 0291 715-05019 108.000 LFT | 65.54000 7078.32| 82.00000 8856.00| 82.00000 8856.00 PIPE, TYPE 1 CIRCULAR 36 IN | | | 0292 715-05024 367.000 LFT | 65.55000 24056.85| 82.00000 30094.00| 82.00000 30094.00 PIPE, TYPE 2 CIRCULAR 36 IN | | | 0293 715-46040 3.000 EACH | 1732.64000 5197.92| 1500.00000 4500.00| 1500.00000 4500.00 PIPE END SECTION, 36 IN | | | 0294 720-45065 1.000 EACH | 3371.68000 3371.68| 2800.00000 2800.00| 2800.00000 2800.00 INLET, N12 | | | 0295 720-94612 2.000 EACH | 5496.92000 10993.84| 3500.00000 7000.00| 3500.00000 7000.00 MANHOLE, K4 | | | SECTION TOTALS | $ 7,559,915.55| $ 8,328,321.49| $ 8,947,146.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,559,915.55| $ 8,328,321.49| $ 8,947,146.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/11 PAGE : 311 -13 TABULATION OF BIDS CALL ORDER : 311 CONTRACT ID : R -31669-A COUNTIES : HAMILTON LETTING DATE : 05/11/11 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( ) |( ) |