INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 150 -1
VENDOR RANKING
CALL ORDER : 150 CONTRACT ID : R -28554-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 09/02/11
LOCATION : ON SR 227, 1.1 MILES NORTH OF SR 121 PROJECT(S) : 5189008
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS LP $ 489,753.70 100.0000%
2 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 564,728.69 115.3087%
3 38-3806996 HIS CONSTRUCTORS INC $ 586,950.00 119.8460%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 150 -2
TABULATION OF BIDS
CALL ORDER : 150 CONTRACT ID : R -28554-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 31-1323837 |( 3 ) 38-3806996
|MILESTONE CONTRACTORS LP |SUNESIS CONSTRUCTION COMPANY |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 4500.00000 4500.00| 75814.68000 75814.68| 3835.00000 3835.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 50.00000 100.00| 304.30000 608.60| 200.00000 400.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 8.000 MOS | 65.00000 520.00| 304.30000 2434.40| 100.00000 800.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 24000.00000 24000.00| 22100.00000 22100.00| 24424.80000 24424.80
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-01025 1.125 ACRE | 1500.00000 1687.50| 1910.42000 2149.22| 930.00000 1046.25
SCALPING | | |
0012 201-06587 0.850 ACRE | 14000.00000 11900.00| 17820.24000 15147.20| 12175.00000 10348.75
CLEARING AND GRUBBING | | |
0013 202-02240 215.000 SYS | 8.50000 1827.50| 21.66000 4656.90| 38.00000 8170.00
PAVEMENT REMOVAL | | |
0014 202-51330 LUMP | 6155.00000 6155.00| 10845.12000 10845.12| 12200.00000 12200.00
PRESENT STRUCTURE, REMOVE | | |
0015 203-02000 400.000 CYS | 22.50000 9000.00| 21.32000 8528.00| 43.00000 17200.00
EXCAVATION, COMMON | | |
0016 203-02070 2945.000 CYS | 11.00000 32395.00| 13.00000 38285.00| 26.50000 78042.50
BORROW | | |
0017 203-51223 150.000 CYS | 20.00000 3000.00| 32.62000 4893.00| 21.00000 3150.00
EXCAVATION, WATERWAY | | |
0018 205-06931 55.000 TON | 52.00000 2860.00| 38.30000 2106.50| 62.00000 3410.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0019 205-06937 615.000 LFT | 3.40000 2091.00| 1.76000 1082.40| 3.50000 2152.50
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 150 -3
TABULATION OF BIDS
CALL ORDER : 150 CONTRACT ID : R -28554-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 31-1323837 |( 3 ) 38-3806996
|MILESTONE CONTRACTORS LP |SUNESIS CONSTRUCTION COMPANY |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08263 1235.000 SYS | 13.50000 16672.50| 14.81000 18290.35| 14.00000 17290.00
SUBGRADE TREATMENT, TYPE IA | | |
0021 211-07454 75.000 CYS | 15.50000 1162.50| 18.14000 1360.50| 30.00000 2250.00
STRUCTURAL BACKFILL | | |
0022 213-09269 1385.000 CYS | 73.00000 101105.00| 53.73000 74416.05| 71.00000 98335.00
FLOWABLE BACKFILL, NON-REMOVABLE | | |
0023 301-07448 215.000 TON | 27.50000 5912.50| 39.42000 8475.30| 36.00000 7740.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 303-93506 218.000 CYS | 52.00000 11336.00| 26.31000 5735.58| 82.00000 17876.00
AGGREGATE, 2 | | |
0025 306-08033 1256.000 SYS | 5.50000 6908.00| 8.51000 10688.56| 3.50000 4396.00
MILLING, ASPHALT, 1 IN | | |
0026 306-08043 115.000 SYS | 5.50000 632.50| 16.88000 1941.20| 7.00000 805.00
MILLING, TRANSITION | | |
0027 306-08432 15.000 SYS | 5.50000 82.50| 40.89000 613.35| 35.00000 525.00
MILLING, APPROACH | | |
0028 402-07433 225.000 TON | 80.00000 18000.00| 95.08000 21393.00| 83.00000 18675.00
HMA SURFACE, TYPE B | | |
0029 402-07438 186.000 TON | 79.25000 14740.50| 94.19000 17519.34| 82.00000 15252.00
HMA INTERMEDIATE, TYPE B | | |
0030 402-07441 263.000 TON | 78.75000 20711.25| 93.59000 24614.17| 81.00000 21303.00
HMA BASE, TYPE B | | |
0031 406-05520 1.100 TON | 350.00000 385.00| 415.98000 457.58| 360.00000 396.00
ASPHALT FOR TACK COAT | | |
0032 601-01846 1.000 EACH | 1730.00000 1730.00| 1858.91000 1858.91| 1780.00000 1780.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0033 601-08433 1.000 EACH | 682.00000 682.00| 732.29000 732.29| 700.00000 700.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 1 | | |
0034 601-08434 1.000 EACH | 1205.00000 1205.00| 1295.60000 1295.60| 1220.00000 1220.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0035 601-94689 3.000 EACH | 2625.00000 7875.00| 2816.53000 8449.59| 2700.00000 8100.00
GUARDRAIL END TREATMENT, OS | | |
0036 601-99105 632.000 LFT | 17.50000 11060.00| 19.15000 12102.80| 18.00000 11376.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0037 605-05523 480.000 LFT | 7.25000 3480.00| 8.62000 4137.60| 7.50000 3600.00
CURB, HMA | | |
0038 605-09176 40.000 LFT | 52.00000 2080.00| 170.84000 6833.60| 100.00000 4000.00
CURB TURNOUT, CONCRETE | | |
0039 610-07487 6.000 TON | 82.00000 492.00| 97.46000 584.76| 89.00000 534.00
HMA FOR APPROACHES, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 150 -4
TABULATION OF BIDS
CALL ORDER : 150 CONTRACT ID : R -28554-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 31-1323837 |( 3 ) 38-3806996
|MILESTONE CONTRACTORS LP |SUNESIS CONSTRUCTION COMPANY |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 611-06497 2.000 EACH | 209.00000 418.00| 510.28000 1020.56| 216.00000 432.00
MAILBOX ASSEMBLY, SINGLE | | |
0041 615-06490 30.000 EACH | 137.00000 4110.00| 148.71000 4461.30| 143.00000 4290.00
RIGHT OF WAY MARKER | | |
0042 616-02320 653.000 SYS | 3.35000 2187.55| 2.47000 1612.91| 2.90000 1893.70
GEOTEXTILES | | |
0043 616-05689 60.000 TON | 75.00000 4500.00| 37.39000 2243.40| 50.00000 3000.00
RIPRAP, CLASS 2 | | |
0044 616-06401 20.000 TON | 55.00000 1100.00| 67.24000 1344.80| 47.00000 940.00
RIPRAP, DUMPED | | |
0045 616-06405 15.000 TON | 75.00000 1125.00| 86.65000 1299.75| 47.00000 705.00
RIPRAP, REVETMENT | | |
0046 621-01004 3.000 EACH | 780.00000 2340.00| 844.96000 2534.88| 800.00000 2400.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0047 621-02363 1195.000 SYS | 0.85000 1015.75| 0.92000 1099.40| 1.00000 1195.00
MULCHED SEEDING T, CONVENTIONAL MIX | | |
0048 621-02770 500.000 SYS | 2.90000 1450.00| 3.14000 1570.00| 3.00000 1500.00
EROSION CONTROL BLANKET | | |
0049 621-06559 1195.000 SYS | 1.05000 1254.75| 1.14000 1362.30| 1.10000 1314.50
MULCHED SEEDING, R | | |
0050 621-06570 185.000 CYS | 22.00000 4070.00| 43.12000 7977.20| 21.00000 3885.00
TOPSOIL | | |
0051 628-09402 4.000 MOS | 1750.00000 7000.00| 2951.45000 11805.80| 2430.00000 9720.00
FIELD OFFICE, B | | |
0052 628-09407 4.000 MOS | 250.00000 1000.00| 348.68000 1394.72| 350.00000 1400.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0053 714-08514 260.000 SFT | 104.00000 27040.00| 93.86000 24403.60| 100.00000 26000.00
WINGWALL | | |
0054 714-26713 113.000 LFT | 725.00000 81925.00| 623.09000 70409.17| 980.00000 110740.00
STRUCTURE, PRECAST, RC, BOX SECTION 8FT | | |
X 7FT | | |
0055 801-03290 3.000 EACH | 275.00000 825.00| 298.55000 895.65| 280.00000 840.00
CONSTRUCTION SIGN, C | | |
0056 801-04308 8.000 EACH | 130.00000 1040.00| 140.83000 1126.64| 130.00000 1040.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0057 801-06625 36.000 EACH | 93.00000 3348.00| 100.27000 3609.72| 95.00000 3420.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0058 801-06640 6.000 EACH | 235.00000 1410.00| 253.49000 1520.94| 240.00000 1440.00
CONSTRUCTION SIGN, A | | |
0059 801-06775 LUMP | 9500.00000 9500.00| 5507.14000 5507.14| 2100.00000 2100.00
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 150 -5
TABULATION OF BIDS
CALL ORDER : 150 CONTRACT ID : R -28554-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 31-1323837 |( 3 ) 38-3806996
|MILESTONE CONTRACTORS LP |SUNESIS CONSTRUCTION COMPANY |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 801-07118 72.000 LFT | 8.35000 601.20| 9.01000 648.72| 8.50000 612.00
BARRICADE, III-A | | |
0061 801-07119 216.000 LFT | 10.40000 2246.40| 11.27000 2434.32| 10.50000 2268.00
BARRICADE, III-B | | |
0062 804-06725 6.000 EACH | 31.00000 186.00| 33.80000 202.80| 31.00000 186.00
DELINEATOR WITH POST, D1 , 3 IN. | | |
DIAMETER | | |
0063 808-06703 1380.000 LFT | 0.83000 1145.40| 0.90000 1242.00| 1.00000 1380.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0064 808-75245 1380.000 LFT | 0.83000 1145.40| 0.90000 1242.00| 1.00000 1380.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0065 808-75998 18.000 EACH | 82.00000 1476.00| 88.99000 1601.82| 85.00000 1530.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 489,753.70| $ 564,728.69| $ 586,950.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 489,753.70| $ 564,728.69| $ 586,950.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 160 -1
VENDOR RANKING
CALL ORDER : 160 CONTRACT ID : R -28932-A COUNTIES : SHELBY
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : ASPHALT RESURFACE AND PCCP PATCHING COMPLETION DATE : 11/24/10
LOCATION : ON I-74 FROM LONDON ROAD INTERCHANGE TO DECATUR PROJECT(S) : 0500014
COUNTY LINE 0501251
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS LP $ 3,255,232.70 100.0000%
2 35-1357381 DAVE OMARA CONTRACTOR INC $ 3,348,912.24 102.8778%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 4,024,000.00 123.6164%
4 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 4,410,000.00 135.4742%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 160 -2
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : R -28932-A COUNTIES : SHELBY
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-06845 LUMP | 4400.00000 4400.00| 7000.00000 7000.00| 4600.00000 4600.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 71800.00000 71800.00| 28500.00000 28500.00| 91912.96000 91912.96
MOBILIZATION AND DEMOBILIZATION | | |
0010 303-07449 2477.000 TON | 17.00000 42109.00| 15.00000 37155.00| 35.00000 86695.00
COMPACTED AGGREGATE, NO. 73 | | |
0011 304-07783 6830.000 TON | 46.00000 314180.00| 50.00000 341500.00| 55.00000 375650.00
HMA PATCHING, TYPE D | | |
0012 306-08034 305403.000 SYS | 0.60000 183241.80| 0.35000 106891.05| 0.62000 189349.86
MILLING, ASPHALT, 1 1/2 IN | | |
0013 306-08037 41392.000 SYS | 1.20000 49670.40| 0.75000 31044.00| 3.00000 124176.00
MILLING, ASPHALT, 3 IN | | |
0014 401-06264 LUMP | 3200.00000 3200.00| 5000.00000 5000.00| 6000.00000 6000.00
PROFILOGRAPH, HMA | | |
0015 401-07330 26130.000 TON | 57.00000 1489410.00| 54.00000 1411020.00| 65.50000 1711515.00
QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | |
0016 404-05511 141179.000 SYS | 0.90000 127061.10| 1.10000 155296.90| 1.40000 197650.60
SEAL COAT, 2 | | |
0017 406-05520 91.000 TON | 325.00000 29575.00| 440.00000 40040.00| 500.00000 45500.00
ASPHALT FOR TACK COAT | | |
0018 503-03489 1129.000 EACH | 5.25000 5927.25| 12.00000 13548.00| 11.00000 12419.00
RETROFITTED TIE BARS | | |
0019 503-05240 420.000 LFT | 7.60000 3192.00| 18.00000 7560.00| 15.00000 6300.00
D-1 CONTRACTION JOINT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 160 -3
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : R -28932-A COUNTIES : SHELBY
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 506-06333 6608.000 SYS | 84.00000 555072.00| 110.00000 726880.00| 105.00000 693840.00
PCCP PATCHING, FULL DEPTH | | |
0021 628-09402 6.000 MOS | 1800.00000 10800.00| 1500.00000 9000.00| 2300.00000 13800.00
FIELD OFFICE, B | | |
0022 718-08308 300.000 LFT | 31.00000 9300.00| 58.00000 17400.00| 35.00000 10500.00
UNDERDRAIN, PATCHING | | |
0023 801-01093 8.000 EACH | 450.00000 3600.00| 950.00000 7600.00| 445.00000 3560.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0024 801-03290 14.000 EACH | 150.00000 2100.00| 285.00000 3990.00| 145.00000 2030.00
CONSTRUCTION SIGN, C | | |
0025 801-06203 9394.000 LFT | 0.50000 4697.00| 0.25000 2348.50| 1.00000 9394.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0026 801-06207 9394.000 LFT | 1.60000 15030.40| 0.60000 5636.40| 1.10000 10333.40
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0027 801-06640 39.000 EACH | 100.00000 3900.00| 200.00000 7800.00| 95.00000 3705.00
CONSTRUCTION SIGN, A | | |
0028 801-06710 1200.000 DAY | 10.00000 12000.00| 10.00000 12000.00| 10.00000 12000.00
FLASHING ARROW SIGN | | |
0029 801-06775 LUMP | 50000.00000 50000.00| 95000.00000 95000.00| 85000.00000 85000.00
MAINTAINING TRAFFIC | | |
0030 801-09133 8.000 EACH | 3500.00000 28000.00| 4000.00000 32000.00| 3495.00000 27960.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0031 805-78470 500.000 LFT | 0.26000 130.00| 0.25000 125.00| 0.25000 125.00
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0032 805-78795 192.000 LFT | 8.05000 1545.60| 10.00000 1920.00| 8.00000 1536.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0033 808-03631 1360.000 LFT | 0.55000 748.00| 2.00000 2720.00| 0.50000 680.00
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0034 808-03632 818.000 LFT | 0.55000 449.90| 2.00000 1636.00| 0.50000 409.00
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0035 808-06702 24095.000 LFT | 0.40000 9638.00| 0.30000 7228.50| 0.37000 8915.15
LINE, THERMOPLASTIC, BROKEN, WHITE, 5 I | | |
0036 808-06703 110338.000 LFT | 0.30000 33101.40| 0.30000 33101.40| 0.29000 31998.02
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0037 808-06705 5682.000 LFT | 0.60000 3409.20| 1.25000 7102.50| 0.58000 3295.56
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0038 808-06706 507.000 LFT | 3.10000 1571.70| 5.00000 2535.00| 3.00000 1521.00
LINE, THERMOPLASTIC, SOLID, WHITE, 24 I | | |
0039 808-75245 109937.000 LFT | 0.30000 32981.10| 0.27000 29682.99| 0.29000 31881.73
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 160 -4
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : R -28932-A COUNTIES : SHELBY
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 808-75297 96.000 LFT | 3.10000 297.60| 4.50000 432.00| 3.00000 288.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0041 808-75996 1609.000 EACH | 3.75000 6033.75| 4.00000 6436.00| 5.00000 8045.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0042 808-75998 1609.000 EACH | 15.50000 24939.50| 16.00000 25744.00| 15.48000 24907.32
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0043 306-08039 8492.000 SYS | 1.00000 8492.00| 1.00000 8492.00| 1.20000 10190.40
MILLING, ASPHALT REMOVAL | | |
0044 507-07480 19590.000 SYS | 5.80000 113622.00| 6.00000 117540.00| 9.00000 176310.00
PROFILING PCCP | | |
SECTION TOTALS | $ 3,255,232.70| $ 3,348,912.24| $ 4,024,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,255,232.70| $ 3,348,912.24| $ 4,024,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 160 -5
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : R -28932-A COUNTIES : SHELBY
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1151771 |( ) |( )
|CALUMET CIVIL CONTRACTORS IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-06845 LUMP | 25895.00000 25895.00| |
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 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0008 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 210358.00000 210358.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 303-07449 2477.000 TON | 17.00000 42109.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0011 304-07783 6830.000 TON | 55.00000 375650.00| |
HMA PATCHING, TYPE D | | |
0012 306-08034 305403.000 SYS | 0.75000 229052.25| |
MILLING, ASPHALT, 1 1/2 IN | | |
0013 306-08037 41392.000 SYS | 3.00000 124176.00| |
MILLING, ASPHALT, 3 IN | | |
0014 401-06264 LUMP | 5000.00000 5000.00| |
PROFILOGRAPH, HMA | | |
0015 401-07330 26130.000 TON | 60.00000 1567800.00| |
QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | |
0016 404-05511 141179.000 SYS | 1.25000 176473.75| |
SEAL COAT, 2 | | |
0017 406-05520 91.000 TON | 99.00000 9009.00| |
ASPHALT FOR TACK COAT | | |
0018 503-03489 1129.000 EACH | 14.00000 15806.00| |
RETROFITTED TIE BARS | | |
0019 503-05240 420.000 LFT | 25.00000 10500.00| |
D-1 CONTRACTION JOINT | | |
0020 506-06333 6608.000 SYS | 140.00000 925120.00| |
PCCP PATCHING, FULL DEPTH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 160 -6
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : R -28932-A COUNTIES : SHELBY
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1151771 |( ) |( )
|CALUMET CIVIL CONTRACTORS IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 628-09402 6.000 MOS | 1500.00000 9000.00| |
FIELD OFFICE, B | | |
0022 718-08308 300.000 LFT | 75.00000 22500.00| |
UNDERDRAIN, PATCHING | | |
0023 801-01093 8.000 EACH | 1000.00000 8000.00| |
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0024 801-03290 14.000 EACH | 150.00000 2100.00| |
CONSTRUCTION SIGN, C | | |
0025 801-06203 9394.000 LFT | 1.20000 11272.80| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0026 801-06207 9394.000 LFT | 1.60000 15030.40| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0027 801-06640 39.000 EACH | 120.00000 4680.00| |
CONSTRUCTION SIGN, A | | |
0028 801-06710 1200.000 DAY | 0.01000 12.00| |
FLASHING ARROW SIGN | | |
0029 801-06775 LUMP | 338878.88000 338878.88| |
MAINTAINING TRAFFIC | | |
0030 801-09133 8.000 EACH | 5000.00000 40000.00| |
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0031 805-78470 500.000 LFT | 0.25000 125.00| |
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0032 805-78795 192.000 LFT | 8.00000 1536.00| |
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0033 808-03631 1360.000 LFT | 2.00000 2720.00| |
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0034 808-03632 818.000 LFT | 2.00000 1636.00| |
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0035 808-06702 24095.000 LFT | 0.40000 9638.00| |
LINE, THERMOPLASTIC, BROKEN, WHITE, 5 I | | |
0036 808-06703 110338.000 LFT | 0.30000 33101.40| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0037 808-06705 5682.000 LFT | 0.90000 5113.80| |
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0038 808-06706 507.000 LFT | 4.00000 2028.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 24 I | | |
0039 808-75245 109937.000 LFT | 0.30000 32981.10| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0040 808-75297 96.000 LFT | 4.00000 384.00| |
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 160 -7
TABULATION OF BIDS
CALL ORDER : 160 CONTRACT ID : R -28932-A COUNTIES : SHELBY
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1151771 |( ) |( )
|CALUMET CIVIL CONTRACTORS IN | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 808-75996 1609.000 EACH | 3.00000 4827.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0042 808-75998 1609.000 EACH | 15.48000 24907.32| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0043 306-08039 8492.000 SYS | 1.40000 11888.80| |
MILLING, ASPHALT REMOVAL | | |
0044 507-07480 19590.000 SYS | 5.65000 110683.50| |
PROFILING PCCP | | |
SECTION TOTALS | $ 4,410,000.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,410,000.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 170 -1
VENDOR RANKING
CALL ORDER : 170 CONTRACT ID : R -29276-A COUNTIES : HOWARD
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 04/29/11
LOCATION : ON SR 22 AT APPERSON WAY, 1.02 MILES WEST OF US 31 PROJECT(S) : 1203017
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 884,409.66 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,032,301.00 116.7220%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 170 -2
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : R -29276-A COUNTIES : HOWARD
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 10500.00000 10500.00| 40000.00000 40000.00|
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 109-08443 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 43300.00000 43300.00| 50000.00000 50000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 18000.00000 18000.00| 20000.00000 20000.00|
CLEARING RIGHT OF WAY | | |
0010 202-05545 680.000 CYS | 34.00000 23120.00| 34.00000 23120.00|
REGULATED MATERIALS, DISPOSE, C | | |
0011 202-05550 680.000 CYS | 8.00000 5440.00| 8.00000 5440.00|
REGULATED MATERIALS, REMOVE, C | | |
0012 202-05555 680.000 CYS | 15.00000 10200.00| 15.00000 10200.00|
REGULATED MATERIALS, TRANSPORT, C | | |
0013 202-07603 30.000 EACH | 295.00000 8850.00| 295.00000 8850.00|
TESTING FOR WASTE, C | | |
0014 203-02000 1051.000 CYS | 37.00000 38887.00| 25.00000 26275.00|
EXCAVATION, COMMON | | |
0015 203-02020 520.000 CYS | 52.00000 27040.00| 25.00000 13000.00|
EXCAVATION, UNCLASSIFIED | | |
0016 205-02237 10.000 EACH | 125.00000 1250.00| 105.00000 1050.00|
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0017 207-08263 3242.000 SYS | 15.00000 48630.00| 19.00000 61598.00|
SUBGRADE TREATMENT, TYPE IA | | |
0018 207-08267 692.000 SYS | 15.00000 10380.00| 15.00000 10380.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0019 211-09264 22.000 CYS | 46.00000 1012.00| 25.00000 550.00|
STRUCTURAL BACKFILL, TYPE 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 170 -3
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : R -29276-A COUNTIES : HOWARD
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 211-09264 129.000 CYS | 90.00000 11610.00| 100.00000 12900.00|
STRUCTURAL BACKFILL, TYPE 1 , RETAINING | | |
WALL | | |
0021 303-01180 258.000 TON | 36.00000 9288.00| 24.00000 6192.00|
COMPACTED AGGREGATE, NO. 53 | | |
0022 304-07494 271.000 TON | 94.00000 25474.00| 100.00000 27100.00|
WIDENING WITH HMA, TYPE C | | |
0023 306-08033 1053.000 SYS | 2.00000 2106.00| 2.25000 2369.25|
MILLING, ASPHALT, 1 IN | | |
0024 306-08036 5088.000 SYS | 2.00000 10176.00| 2.50000 12720.00|
MILLING, ASPHALT, 2 IN | | |
0025 401-07328 621.000 TON | 80.00000 49680.00| 86.00000 53406.00|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0026 401-07379 828.000 TON | 59.50000 49266.00| 66.00000 54648.00|
QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | |
0027 402-07442 596.000 TON | 65.00000 38740.00| 71.00000 42316.00|
HMA BASE, TYPE C | | |
0028 406-05520 12.500 TON | 100.00000 1250.00| 10.00000 125.00|
ASPHALT FOR TACK COAT | | |
0029 604-07896 33.000 SYS | 175.00000 5775.00| 130.00000 4290.00|
CURB RAMP, CONCRETE, B | | |
0030 604-91531 576.000 SYS | 41.00000 23616.00| 28.75000 16560.00|
SIDEWALK, CONCRETE, 4 IN | | |
0031 605-06155 2125.000 LFT | 15.00000 31875.00| 14.90000 31662.50|
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0032 610-08446 83.000 SYS | 70.00000 5810.00| 58.50000 4855.50|
PCCP FOR APPROACHES, 6 IN | | |
0033 610-09108 611.000 SYS | 70.00000 42770.00| 52.00000 31772.00|
PCCP FOR APPROACHES, 9 IN | | |
0034 615-06505 8.000 EACH | 550.00000 4400.00| 550.00000 4400.00|
MONUMENT, B | | |
0035 615-06527 1.000 EACH | 450.00000 450.00| 450.00000 450.00|
MONUMENT, SECTION CORNER | | |
0036 621-06567 1.700 kGAL | 25.00000 42.50| 25.00000 42.50|
WATER | | |
0037 621-06574 418.000 SYS | 7.65000 3197.70| 7.65000 3197.70|
SODDING | | |
0038 628-09401 6.000 MOS | 2200.00000 13200.00| 1800.00000 10800.00|
FIELD OFFICE, A | | |
0039 702-51015 15.000 CYS | 800.00000 12000.00| 210.00000 3150.00|
CONCRETE, B, FOOTINGS | | |
0040 702-90915 17.000 CYS | 1500.00000 25500.00| 550.00000 9350.00|
CONCRETE, CLASS A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 170 -4
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : R -29276-A COUNTIES : HOWARD
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 703-06028 3070.000 LBS | 1.45000 4451.50| 1.10000 3377.00|
REINFORCING BARS | | |
0042 709-07733 LUMP | 8150.00000 8150.00| 1400.00000 1400.00|
ANTI-GRAFFITI COAT | | |
0043 715-05149 74.000 LFT | 60.00000 4440.00| 45.00000 3330.00|
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0044 720-44000 4.000 EACH | 475.00000 1900.00| 160.00000 640.00|
CASTING, ADJUST TO GRADE | | |
0045 720-44296 5.000 EACH | 1350.00000 6750.00| 1150.00000 5750.00|
CAP INLET | | |
0046 720-45045 1.000 EACH | 1900.00000 1900.00| 2000.00000 2000.00|
INLET, J10 | | |
0047 720-45145 4.000 EACH | 2000.00000 8000.00| 2000.00000 8000.00|
INLET, J10, MODIFIED | | |
0048 801-01504 4.000 EACH | 105.00000 420.00| 35.00000 140.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
LANE INDICATION ARROW | | |
0049 801-06207 12357.000 LFT | 0.95000 11739.15| 0.95000 11739.15|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0050 801-06212 4.000 EACH | 150.00000 600.00| 65.00000 260.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, (ONLY) | | |
0051 801-06577 88.000 LFT | 8.30000 730.40| 6.00000 528.00|
TEMPORARY PAVEMENT MARKING , REMOVABLE, | | |
24" SOLID WHITE | | |
0052 801-06640 20.000 EACH | 99.00000 1980.00| 101.00000 2020.00|
CONSTRUCTION SIGN, A | | |
0053 801-06645 4.000 EACH | 20.00000 80.00| 60.00000 240.00|
CONSTRUCTION SIGN, B | | |
0054 801-06775 LUMP | 94200.00000 94200.00| 131482.11000 131482.11|
MAINTAINING TRAFFIC | | |
0055 801-07118 96.000 LFT | 10.00000 960.00| 1344.00000 129024.00|
BARRICADE, III-A | | |
0056 802-05701 83.000 LFT | 15.10000 1253.30| 15.00000 1245.00|
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0057 802-07060 7.000 EACH | 153.00000 1071.00| 125.00000 875.00|
SIGN, SHEET, RELOCATE | | |
0058 802-09838 67.300 SFT | 15.30000 1029.69| 21.00000 1413.30|
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 170 -5
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : R -29276-A COUNTIES : HOWARD
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 805-01300 1.000 EACH | 2721.00000 2721.00| 2000.00000 2000.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0060 805-01815 4.000 EACH | 2015.00000 8060.00| 2200.00000 8800.00|
SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | |
IN | | |
0061 805-01842 5.000 EACH | 958.00000 4790.00| 800.00000 4000.00|
HANDHOLE, SIGNAL | | |
0062 805-02087 LUMP | 637.00000 637.00| 1000.00000 1000.00|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0063 805-02150 8.000 EACH | 557.00000 4456.00| 565.00000 4520.00|
PEDESTRIAN SIGNAL HEAD, 18 IN | | |
0065 805-09539 8.000 EACH | 320.00000 2560.00| 495.00000 3960.00|
LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | |
2 CHANNEL | | |
0066 805-78100 1.000 EACH | 10317.00000 10317.00| 12500.00000 12500.00|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0067 805-78205 8.000 EACH | 569.00000 4552.00| 565.00000 4520.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN | | |
0068 805-78370 8.000 EACH | 142.00000 1136.00| 105.00000 840.00|
PEDESTRIAN PUSH BUTTON | | |
0069 805-78415 4.000 EACH | 1544.00000 6176.00| 1950.00000 7800.00|
SPAN, CATENARY, AND TETHER | | |
0070 805-78420 4.000 EACH | 290.00000 1160.00| 300.00000 1200.00|
DISCONNECT HANGER | | |
0071 805-78445 1.000 EACH | 667.00000 667.00| 750.00000 750.00|
SIGNAL SERVICE | | |
0072 805-78467 34.100 LFT | 3.00000 102.30| 2.50000 85.25|
SIGNAL CABLE, 3C 8GA | | |
0073 805-78480 1427.200 LFT | 1.70000 2426.24| 1.75000 2497.60|
SIGNAL CABLE, 3C 14GA | | |
0074 805-78485 1561.600 LFT | 2.00000 3123.20| 1.90000 2967.04|
SIGNAL CABLE, 5C 14GA | | |
0075 805-78490 702.500 LFT | 2.10000 1475.25| 2.00000 1405.00|
SIGNAL CABLE, 7C 14GA | | |
0076 805-78510 3300.500 LFT | 1.30000 4290.65| 1.50000 4950.75|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0077 805-78785 15.000 EACH | 840.00000 12600.00| 675.00000 10125.00|
SIGNAL DETECTOR HOUSING | | |
0078 805-78925 1.000 EACH | 1467.00000 1467.00| 675.00000 675.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 170 -6
TABULATION OF BIDS
CALL ORDER : 170 CONTRACT ID : R -29276-A COUNTIES : HOWARD
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 805-81032 4.000 EACH | 3351.00000 13404.00| 3900.00000 15600.00|
SIGNAL STRAIN POLE, STEEL, 30 FT | | |
0080 805-92504 2.000 EACH | 217.00000 434.00| 275.00000 550.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0081 807-06592 981.000 LFT | 13.60000 13341.60| 11.00000 10791.00|
CONDUIT, STEEL, GALVANIZED, 2 IN | | |
0082 808-06701 764.000 LFT | 0.47000 359.08| 0.75000 573.00|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0083 808-06703 1095.000 LFT | 0.47000 514.65| 0.75000 821.25|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0084 808-75245 3386.000 LFT | 0.47000 1591.42| 0.75000 2539.50|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0085 808-75297 171.000 LFT | 5.00000 855.00| 5.00000 855.00|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0086 808-75300 709.000 LFT | 1.50000 1063.50| 1.50000 1063.50|
TRANSVERSE MARKING, THERMOPLASTIC, | | |
CROSSWALK LINE, 6" | | |
0087 808-75320 5.000 EACH | 75.00000 375.00| 75.00000 375.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0088 808-75325 2.000 EACH | 100.00000 200.00| 100.00000 200.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0089 805-78795 2345.500 LFT | 6.70000 15714.85| 7.00000 16418.50|
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0090 805-78470 6718.400 LFT | 0.20000 1343.68| 0.25000 1679.60|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
SECTION TOTALS | $ 884,409.66| $ 1,032,301.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 884,409.66| $ 1,032,301.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 180 -1
VENDOR RANKING
CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : SLIDE CORRECTION COMPLETION DATE : 10/03/11
LOCATION : ON SR 44 FROM 4.54 MILES WEST TO 4.38 MILES WEST OF SR 1 PROJECT(S) : 9901550
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1128289 BEATY CONSTRUCTION INC $ 592,769.69 100.0000%
2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 603,000.00 101.7258%
3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 743,909.93 125.4973%
4 35-1917625 MILESTONE CONTRACTORS LP $ 773,600.00 130.5060%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 180 -2
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1151771 |( 3 ) 35-1618530
|BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SLIDE CORRECTION
| | |
0001 105-06845 LUMP | 4500.00000 4500.00| 10000.00000 10000.00| 6000.00000 6000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 135.00000 270.00| 150.00000 300.00| 350.00000 700.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 30.000 MOS | 85.00000 2550.00| 150.00000 4500.00| 75.00000 2250.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 29625.00000 29625.00| 32000.00000 32000.00| 37195.49000 37195.49
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 5925.00000 5925.00| 15000.00000 15000.00| 30000.00000 30000.00
CLEARING RIGHT OF WAY | | |
0012 202-02241 1722.000 LFT | 1.35000 2324.70| 1.35000 2324.70| 1.35000 2324.70
GUARDRAIL, REMOVE | | |
0013 202-02272 561.000 LFT | 6.00000 3366.00| 3.50000 1963.50| 15.00000 8415.00
PAVED SIDE DITCH, REMOVE | | |
0014 203-02000 2123.000 CYS | 10.50000 22291.50| 20.00000 42460.00| 25.00000 53075.00
EXCAVATION, COMMON | | |
0015 203-02070 1108.000 CYS | 15.00000 16620.00| 14.50000 16066.00| 30.00000 33240.00
BORROW | | |
0016 203-09937 LUMP | 201633.49000 201633.49| 185000.00000 185000.00| 220000.00000 220000.00
SLOPE STABILIZATION | | |
0017 205-03371 7.000 CYS | 100.00000 700.00| 50.00000 350.00| 35.00000 245.00
SEDIMENT, REMOVE | | |
0018 205-06931 6.000 TON | 125.00000 750.00| 75.00000 450.00| 90.00000 540.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0019 205-06933 4.000 EACH | 160.00000 640.00| 150.00000 600.00| 145.00000 580.00
TEMPORARY DITCH INLET PROTECTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 180 -3
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1151771 |( 3 ) 35-1618530
|BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06937 2000.000 LFT | 1.70000 3400.00| 1.50000 3000.00| 1.50000 3000.00
TEMPORARY SILT FENCE | | |
0021 205-09543 237.000 TON | 38.75000 9183.75| 42.00000 9954.00| 55.00000 13035.00
NO 2 STONE | | |
0022 207-08262 1455.000 SYS | 15.00000 21825.00| 12.00000 17460.00| 8.00000 11640.00
SUBGRADE TREATMENT, TYPE I | | |
0023 207-08267 191.000 SYS | 12.75000 2435.25| 20.00000 3820.00| 40.00000 7640.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0024 210-07857 3.000 EACH | 2500.00000 7500.00| 1100.00000 3300.00| 2500.00000 7500.00
INCLINOMETER | | |
0025 211-09264 384.000 CYS | 30.00000 11520.00| 23.00000 8832.00| 35.00000 13440.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0026 214-07202 750.000 SYS | 3.00000 2250.00| 3.00000 2250.00| 5.00000 3750.00
GEOGRID, TYPE I | | |
0027 301-07448 188.000 TON | 23.00000 4324.00| 31.00000 5828.00| 40.00000 7520.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 402-07432 60.000 TON | 102.50000 6150.00| 90.00000 5400.00| 98.50000 5910.00
HMA SURFACE, TYPE A | | |
0029 402-07433 70.000 TON | 102.50000 7175.00| 95.00000 6650.00| 98.50000 6895.00
HMA SURFACE, TYPE B | | |
0030 402-07438 120.000 TON | 90.00000 10800.00| 74.00000 8880.00| 84.95000 10194.00
HMA INTERMEDIATE, TYPE B | | |
0031 402-07441 285.000 TON | 72.50000 20662.50| 60.00000 17100.00| 65.50000 18667.50
HMA BASE, TYPE B | | |
0032 406-05520 0.700 TON | 450.00000 315.00| 100.00000 70.00| 450.00000 315.00
ASPHALT FOR TACK COAT | | |
0033 601-01740 1.000 EACH | 1880.00000 1880.00| 1880.00000 1880.00| 1880.00000 1880.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
0034 601-05071 2.000 EACH | 2125.00000 4250.00| 2125.00000 4250.00| 2125.00000 4250.00
GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | |
CURVED, 7 | | |
0035 601-94689 3.000 EACH | 1850.00000 5550.00| 2350.00000 7050.00| 2350.00000 7050.00
GUARDRAIL END TREATMENT, OS | | |
0036 601-99105 1737.500 LFT | 16.20000 28147.50| 16.20000 28147.50| 16.20000 28147.50
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0037 607-06355 461.000 LFT | 32.00000 14752.00| 40.00000 18440.00| 40.00000 18440.00
PAVED SIDE DITCH, E , MODIFIED | | |
0038 610-07487 52.000 TON | 112.50000 5850.00| 120.00000 6240.00| 107.00000 5564.00
HMA FOR APPROACHES, TYPE B | | |
0039 611-06497 4.000 EACH | 200.00000 800.00| 200.00000 800.00| 200.00000 800.00
MAILBOX ASSEMBLY, SINGLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 180 -4
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1151771 |( 3 ) 35-1618530
|BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 616-02320 1168.000 SYS | 2.45000 2861.60| 3.00000 3504.00| 4.00000 4672.00
GEOTEXTILES | | |
0041 616-05688 17.300 TON | 44.50000 769.85| 72.00000 1245.60| 75.00000 1297.50
RIPRAP, CLASS 1 | | |
0042 616-06405 834.000 TON | 25.25000 21058.50| 31.00000 25854.00| 50.00000 41700.00
RIPRAP, REVETMENT | | |
0043 621-01004 1.000 EACH | 675.00000 675.00| 600.00000 600.00| 600.00000 600.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-02770 602.000 SYS | 2.25000 1354.50| 2.00000 1204.00| 2.00000 1204.00
EROSION CONTROL BLANKET | | |
0045 621-06559 2236.000 SYS | 1.00000 2236.00| 0.89000 1990.04| 0.89000 1990.04
MULCHED SEEDING, R | | |
0046 621-06567 0.500 kGAL | 1.10000 0.55| 1.00000 0.50| 1.00000 0.50
WATER | | |
0047 621-06574 140.000 SYS | 11.25000 1575.00| 9.00000 1260.00| 9.00000 1260.00
SODDING | | |
0048 628-09402 15.000 MOS | 2000.00000 30000.00| 1500.00000 22500.00| 3500.00000 52500.00
FIELD OFFICE, B | | |
0049 628-09407 15.000 MOS | 375.00000 5625.00| 250.00000 3750.00| 250.00000 3750.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0050 715-05154 642.000 LFT | 41.00000 26322.00| 49.00000 31458.00| 50.00000 32100.00
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0051 715-05422 65.000 LFT | 90.00000 5850.00| 125.00000 8125.00| 100.00000 6500.00
PIPE, SLOTTED DRAIN, 12 IN | | |
0052 715-09064 642.000 LFT | 4.00000 2568.00| 3.85000 2471.70| 3.85000 2471.70
VIDEO INSPECTION FOR PIPE | | |
0053 715-46000 3.000 EACH | 250.00000 750.00| 400.00000 1200.00| 500.00000 1500.00
PIPE END SECTION, 12 IN | | |
0054 715-46020 1.000 EACH | 450.00000 450.00| 500.00000 500.00| 650.00000 650.00
PIPE END SECTION, 24 IN | | |
0055 718-99153 308.000 SYS | 2.00000 616.00| 1.00000 308.00| 3.00000 924.00
GEOTEXTILES FOR UNDERDRAIN , FRENCH | | |
DRAIN | | |
0056 720-45030 1.000 EACH | 1475.00000 1475.00| 1400.00000 1400.00| 2500.00000 2500.00
INLET, E7 | | |
0057 720-45035 3.000 EACH | 1500.00000 4500.00| 1500.00000 4500.00| 2500.00000 7500.00
INLET, F7 | | |
0058 801-03290 2.000 EACH | 170.00000 340.00| 150.00000 300.00| 150.00000 300.00
CONSTRUCTION SIGN, C | | |
0059 801-04308 4.000 EACH | 200.00000 800.00| 175.00000 700.00| 175.00000 700.00
ROAD CLOSURE SIGN ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 180 -5
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1128289 |( 2 ) 35-1151771 |( 3 ) 35-1618530
|BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 801-06625 23.000 EACH | 65.00000 1495.00| 55.00000 1265.00| 55.00000 1265.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0061 801-06640 8.000 EACH | 115.00000 920.00| 100.00000 800.00| 100.00000 800.00
CONSTRUCTION SIGN, A | | |
0062 801-06775 LUMP | 15000.00000 15000.00| 12476.46000 12476.46| 2500.00000 2500.00
MAINTAINING TRAFFIC | | |
0063 801-07118 48.000 LFT | 14.75000 708.00| 13.50000 648.00| 13.50000 648.00
BARRICADE, III-A | | |
0064 801-07119 48.000 LFT | 14.75000 708.00| 13.50000 648.00| 13.50000 648.00
BARRICADE, III-B | | |
0065 808-06703 600.000 LFT | 1.10000 660.00| 1.00000 600.00| 1.00000 600.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0066 808-75245 2600.000 LFT | 1.10000 2860.00| 1.00000 2600.00| 1.00000 2600.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0067 808-75996 4.000 EACH | 40.00000 160.00| 1.00000 4.00| 30.00000 120.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0068 808-75998 4.000 EACH | 115.00000 460.00| 179.00000 716.00| 100.00000 400.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 592,769.69| $ 603,000.00| $ 743,909.93
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 592,769.69| $ 603,000.00| $ 743,909.93
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 180 -6
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SLIDE CORRECTION
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 140.00000 280.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 30.000 MOS | 110.00000 3300.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 38650.00000 38650.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 20000.00000 20000.00| |
CLEARING RIGHT OF WAY | | |
0012 202-02241 1722.000 LFT | 1.43000 2462.46| |
GUARDRAIL, REMOVE | | |
0013 202-02272 561.000 LFT | 14.00000 7854.00| |
PAVED SIDE DITCH, REMOVE | | |
0014 203-02000 2123.000 CYS | 35.00000 74305.00| |
EXCAVATION, COMMON | | |
0015 203-02070 1108.000 CYS | 15.00000 16620.00| |
BORROW | | |
0016 203-09937 LUMP | 231104.56000 231104.56| |
SLOPE STABILIZATION | | |
0017 205-03371 7.000 CYS | 25.00000 175.00| |
SEDIMENT, REMOVE | | |
0018 205-06931 6.000 TON | 140.00000 840.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0019 205-06933 4.000 EACH | 153.00000 612.00| |
TEMPORARY DITCH INLET PROTECTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 180 -7
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06937 2000.000 LFT | 1.68000 3360.00| |
TEMPORARY SILT FENCE | | |
0021 205-09543 237.000 TON | 35.00000 8295.00| |
NO 2 STONE | | |
0022 207-08262 1455.000 SYS | 22.00000 32010.00| |
SUBGRADE TREATMENT, TYPE I | | |
0023 207-08267 191.000 SYS | 37.00000 7067.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0024 210-07857 3.000 EACH | 1156.00000 3468.00| |
INCLINOMETER | | |
0025 211-09264 384.000 CYS | 35.00000 13440.00| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0026 214-07202 750.000 SYS | 5.75000 4312.50| |
GEOGRID, TYPE I | | |
0027 301-07448 188.000 TON | 35.00000 6580.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 402-07432 60.000 TON | 98.50000 5910.00| |
HMA SURFACE, TYPE A | | |
0029 402-07433 70.000 TON | 98.50000 6895.00| |
HMA SURFACE, TYPE B | | |
0030 402-07438 120.000 TON | 84.95000 10194.00| |
HMA INTERMEDIATE, TYPE B | | |
0031 402-07441 285.000 TON | 65.50000 18667.50| |
HMA BASE, TYPE B | | |
0032 406-05520 0.700 TON | 450.00000 315.00| |
ASPHALT FOR TACK COAT | | |
0033 601-01740 1.000 EACH | 1975.00000 1975.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
0034 601-05071 2.000 EACH | 2232.00000 4464.00| |
GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | |
CURVED, 7 | | |
0035 601-94689 3.000 EACH | 2468.00000 7404.00| |
GUARDRAIL END TREATMENT, OS | | |
0036 601-99105 1737.500 LFT | 17.00000 29537.50| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0037 607-06355 461.000 LFT | 63.00000 29043.00| |
PAVED SIDE DITCH, E , MODIFIED | | |
0038 610-07487 52.000 TON | 107.00000 5564.00| |
HMA FOR APPROACHES, TYPE B | | |
0039 611-06497 4.000 EACH | 211.00000 844.00| |
MAILBOX ASSEMBLY, SINGLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 180 -8
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 616-02320 1168.000 SYS | 2.25000 2628.00| |
GEOTEXTILES | | |
0041 616-05688 17.300 TON | 72.00000 1245.60| |
RIPRAP, CLASS 1 | | |
0042 616-06405 834.000 TON | 45.00000 37530.00| |
RIPRAP, REVETMENT | | |
0043 621-01004 1.000 EACH | 1051.00000 1051.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-02770 602.000 SYS | 1.46000 878.92| |
EROSION CONTROL BLANKET | | |
0045 621-06559 2236.000 SYS | 0.51000 1140.36| |
MULCHED SEEDING, R | | |
0046 621-06567 0.500 kGAL | 104.00000 52.00| |
WATER | | |
0047 621-06574 140.000 SYS | 15.18000 2125.20| |
SODDING | | |
0048 628-09402 15.000 MOS | 1750.00000 26250.00| |
FIELD OFFICE, B | | |
0049 628-09407 15.000 MOS | 280.00000 4200.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0050 715-05154 642.000 LFT | 66.00000 42372.00| |
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0051 715-05422 65.000 LFT | 263.00000 17095.00| |
PIPE, SLOTTED DRAIN, 12 IN | | |
0052 715-09064 642.000 LFT | 4.20000 2696.40| |
VIDEO INSPECTION FOR PIPE | | |
0053 715-46000 3.000 EACH | 495.00000 1485.00| |
PIPE END SECTION, 12 IN | | |
0054 715-46020 1.000 EACH | 490.00000 490.00| |
PIPE END SECTION, 24 IN | | |
0055 718-99153 308.000 SYS | 2.25000 693.00| |
GEOTEXTILES FOR UNDERDRAIN , FRENCH | | |
DRAIN | | |
0056 720-45030 1.000 EACH | 2500.00000 2500.00| |
INLET, E7 | | |
0057 720-45035 3.000 EACH | 2500.00000 7500.00| |
INLET, F7 | | |
0058 801-03290 2.000 EACH | 158.00000 316.00| |
CONSTRUCTION SIGN, C | | |
0059 801-04308 4.000 EACH | 184.00000 736.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 180 -9
TABULATION OF BIDS
CALL ORDER : 180 CONTRACT ID : R -29281-A COUNTIES : FAYETTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS LP | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 801-06625 23.000 EACH | 58.00000 1334.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0061 801-06640 8.000 EACH | 105.50000 844.00| |
CONSTRUCTION SIGN, A | | |
0062 801-06775 LUMP | 7655.00000 7655.00| |
MAINTAINING TRAFFIC | | |
0063 801-07118 48.000 LFT | 14.25000 684.00| |
BARRICADE, III-A | | |
0064 801-07119 48.000 LFT | 14.25000 684.00| |
BARRICADE, III-B | | |
0065 808-06703 600.000 LFT | 1.06000 636.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0066 808-75245 2600.000 LFT | 1.06000 2756.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0067 808-75996 4.000 EACH | 11.00000 44.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0068 808-75998 4.000 EACH | 106.00000 424.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 773,600.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 773,600.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 190 -1
VENDOR RANKING
CALL ORDER : 190 CONTRACT ID : R -29540-A COUNTIES : HENDRICKS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : SCOUR PROTECTION COMPLETION DATE : 10/20/10
LOCATION : ON SR 267, 0.62 MILE NORTH OF US 36 PROJECT(S) : 0500541
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1673827 H E HENDERSON INC $ 55,327.85 100.0000%
2 35-1636776 LINKEL COMPANY $ 66,545.00 120.2740%
3 35-0999231 HUNT PAVING COMPANY INC $ 114,555.00 207.0476%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 190 -2
TABULATION OF BIDS
CALL ORDER : 190 CONTRACT ID : R -29540-A COUNTIES : HENDRICKS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1673827 |( 2 ) 35-1636776 |( 3 ) 35-0999231
|H E HENDERSON INC |LINKEL COMPANY |HUNT PAVING COMPANY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SCOUR PROTECTION
| | |
0001 105-06845 LUMP | 2041.60000 2041.60| 15000.00000 15000.00| 3000.00000 3000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 160.50000 321.00| 100.00000 200.00| 150.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 160.50000 2889.00| 100.00000 1800.00| 80.00000 1440.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 7168.50000 7168.50| 15000.00000 15000.00| 25000.00000 25000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 205-03371 15.000 CYS | 325.91000 4888.65| 50.00000 750.00| 750.00000 11250.00
SEDIMENT, REMOVE | | |
0011 616-02320 100.000 SYS | 5.35000 535.00| 2.00000 200.00| 50.00000 5000.00
GEOTEXTILES | | |
0012 616-06405 60.000 TON | 111.57000 6694.20| 100.00000 6000.00| 387.00000 23220.00
RIPRAP, REVETMENT | | |
0013 628-09402 9.000 MOS | 1926.00000 17334.00| 1500.00000 13500.00| 1800.00000 16200.00
FIELD OFFICE, B | | |
0014 628-09407 9.000 MOS | 267.50000 2407.50| 150.00000 1350.00| 200.00000 1800.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0015 801-03290 6.000 EACH | 220.50000 1323.00| 300.00000 1800.00| 210.00000 1260.00
CONSTRUCTION SIGN, C | | |
0016 801-06640 12.000 EACH | 94.50000 1134.00| 120.00000 1440.00| 90.00000 1080.00
CONSTRUCTION SIGN, A | | |
0017 801-06775 LUMP | 8586.40000 8586.40| 9500.00000 9500.00| 25000.00000 25000.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 55,327.85| $ 66,545.00| $ 114,555.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 55,327.85| $ 66,545.00| $ 114,555.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 200 -1
VENDOR RANKING
CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : ROAD CONSTRUCTION COMPLETION DATE : 12/15/11
LOCATION : ON CROWN CREEK BOULEVARD AND ELIASON ROAD FROM PROJECT(S) : 0400033
CENTERVILLE ROAD TO US 40 0901667
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS LP $ 2,141,955.00 100.0000%
2 35-1128289 BEATY CONSTRUCTION INC $ 2,177,450.00 101.6571%
3 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 2,357,500.00 110.0630%
4 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 2,537,604.74 118.4714%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 200 -2
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1151771
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 30000.00000 30000.00| 45000.00000 45000.00| 30000.00000 30000.00
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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 106700.00000 106700.00| 108500.00000 108500.00| 100000.00000 100000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 106000.00000 106000.00| 108000.00000 108000.00| 100000.00000 100000.00
CLEARING RIGHT OF WAY | | |
0011 202-02240 100.000 SYS | 9.00000 900.00| 8.00000 800.00| 12.00000 1200.00
PAVEMENT REMOVAL | | |
0012 202-52710 64.000 SYS | 7.00000 448.00| 8.00000 512.00| 9.00000 576.00
SIDEWALK, CONCRETE, REMOVE | | |
0013 202-91385 2.000 EACH | 310.00000 620.00| 421.77000 843.54| 250.00000 500.00
INLET, REMOVE | | |
0014 202-96133 344.000 LFT | 11.00000 3784.00| 15.00000 5160.00| 11.00000 3784.00
PIPE, REMOVE | | |
0015 203-02000 19140.000 CYS | 10.75000 205755.00| 7.50000 143550.00| 17.00000 325380.00
EXCAVATION, COMMON | | |
0016 205-06933 4.000 EACH | 120.00000 480.00| 130.00000 520.00| 122.00000 488.00
TEMPORARY DITCH INLET PROTECTION | | |
0017 205-06937 5505.000 LFT | 1.78000 9798.90| 1.50000 8257.50| 1.35000 7431.75
TEMPORARY SILT FENCE | | |
0018 205-09543 166.000 TON | 25.00000 4150.00| 40.00000 6640.00| 18.00000 2988.00
NO 2 STONE | | |
0019 207-08264 25260.000 SYS | 4.50000 113670.00| 1.50000 37890.00| 4.00000 101040.00
SUBGRADE TREATMENT, TYPE II | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 200 -3
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1151771
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08265 2400.000 SYS | 4.50000 10800.00| 9.00000 21600.00| 7.50000 18000.00
SUBGRADE TREATMENT, TYPE IIA | | |
0021 207-08267 100.000 SYS | 8.00000 800.00| 12.75000 1275.00| 7.60000 760.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 207-08268 4100.000 SYS | 13.00000 53300.00| 12.75000 52275.00| 13.00000 53300.00
SUBGRADE TREATMENT, TYPE IV | | |
0023 211-09264 1240.000 CYS | 19.00000 23560.00| 25.00000 31000.00| 18.00000 22320.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0024 211-09268 574.000 CYS | 73.00000 41902.00| 90.00000 51660.00| 92.00000 52808.00
STRUCTURAL BACKFILL, TYPE 5 | | |
0025 301-07448 16410.000 TON | 14.00000 229740.00| 12.25000 201022.50| 14.30000 234663.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0026 301-07448 80.000 TON | 26.00000 2080.00| 25.00000 2000.00| 23.00000 1840.00
COMPACTED AGGREGATE, NO. 53, BASE , | | |
LIMESTONE | | |
0027 303-07662 990.000 TON | 25.00000 24750.00| 71.75000 71032.50| 60.00000 59400.00
STONE , GLACIAL ERRATIC, TYPE 1 | | |
0028 304-07492 1.000 TON | 250.00000 250.00| 260.00000 260.00| 170.00000 170.00
WIDENING WITH HMA, TYPE A | | |
0029 306-08034 30.000 SYS | 28.00000 840.00| 120.00000 3600.00| 80.00000 2400.00
MILLING, ASPHALT, 1 1/2 IN | | |
0030 401-07320 2880.000 TON | 62.10000 178848.00| 65.00000 187200.00| 74.00000 213120.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0031 401-07389 2500.000 TON | 52.75000 131875.00| 55.00000 137500.00| 66.00000 165000.00
QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | |
0032 401-07406 3990.000 TON | 50.65000 202093.50| 54.00000 215460.00| 65.00000 259350.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0033 402-07432 40.000 TON | 104.00000 4160.00| 105.00000 4200.00| 96.00000 3840.00
HMA SURFACE, TYPE A | | |
0034 402-07435 70.000 TON | 98.40000 6888.00| 105.00000 7350.00| 90.00000 6300.00
HMA INTERMEDIATE, TYPE A | | |
0035 406-05520 28.000 TON | 460.00000 12880.00| 475.00000 13300.00| 10.00000 280.00
ASPHALT FOR TACK COAT | | |
0036 601-01701 1.000 EACH | 1835.00000 1835.00| 1850.00000 1850.00| 1800.00000 1800.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0037 601-02241 49.000 LFT | 20.00000 980.00| 21.75000 1065.75| 20.00000 980.00
GUARDRAIL, REMOVE | | |
0038 601-02800 4.000 EACH | 1122.00000 4488.00| 1125.00000 4500.00| 1100.00000 4400.00
GUARDRAIL TRANSITION, TGT | | |
0039 601-06855 2.000 EACH | 867.00000 1734.00| 900.00000 1800.00| 850.00000 1700.00
GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 200 -4
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1151771
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 601-94689 1.000 EACH | 2474.00000 2474.00| 2500.00000 2500.00| 2425.00000 2425.00
GUARDRAIL END TREATMENT, OS | | |
0041 601-99105 27.000 LFT | 20.40000 550.80| 21.75000 587.25| 20.00000 540.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0042 603-06060 80.000 LFT | 20.00000 1600.00| 21.75000 1740.00| 20.00000 1600.00
FENCE, FARM FIELD, RESET | | |
0043 604-07901 98.000 SYS | 175.00000 17150.00| 150.00000 14700.00| 108.00000 10584.00
CURB RAMP, CONCRETE, G | | |
0044 604-91531 30.000 SYS | 50.00000 1500.00| 40.00000 1200.00| 50.00000 1500.00
SIDEWALK, CONCRETE, 4 IN | | |
0045 605-06155 182.000 LFT | 27.00000 4914.00| 45.00000 8190.00| 30.00000 5460.00
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0046 605-97937 141.000 LFT | 28.00000 3948.00| 45.00000 6345.00| 32.00000 4512.00
CURB AND GUTTER, CONCRETE, ROLL | | |
0047 607-92907 14.000 LFT | 140.00000 1960.00| 400.00000 5600.00| 18.00000 252.00
GUTTER CONCRETE, TURNOUT | | |
0048 610-07486 180.000 TON | 100.50000 18090.00| 105.00000 18900.00| 84.00000 15120.00
HMA FOR APPROACHES, TYPE A | | |
0049 610-08446 50.000 SYS | 50.00000 2500.00| 75.00000 3750.00| 52.00000 2600.00
PCCP FOR APPROACHES, 6 IN | | |
0050 616-02320 738.000 SYS | 2.75000 2029.50| 2.75000 2029.50| 3.00000 2214.00
GEOTEXTILES | | |
0051 621-01004 6.000 EACH | 1045.00000 6270.00| 1125.00000 6750.00| 650.00000 3900.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0052 621-03909 4.000 LBS | 535.00000 2140.00| 550.00000 2200.00| 1030.00000 4120.00
SEED MIXTURE, NATIVE | | |
0053 621-03909 2.000 LBS | 2290.00000 4580.00| 2275.00000 4550.00| 2129.00000 4258.00
SEED MIXTURE, NATIVE , WITH EROSION | | |
CONTROL BLANKET | | |
0054 621-06559 42220.000 SYS | 0.35000 14777.00| 0.40000 16888.00| 0.34000 14354.80
MULCHED SEEDING, R | | |
0055 621-06575 8830.000 SYS | 3.19000 28167.70| 4.50000 39735.00| 2.74000 24194.20
SODDING, NURSERY | | |
0056 622-05639 12.000 EACH | 65.30000 783.60| 65.00000 780.00| 107.00000 1284.00
PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | |
ARONIA MELANOCARPA, "BLACK CHERRY" | | |
0057 622-05639 14.000 EACH | 65.30000 914.20| 65.00000 910.00| 107.00000 1498.00
PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | |
CORNUS OBIQUA, "PALE DOGWOOD" | | |
0058 622-05639 13.000 EACH | 68.30000 887.90| 68.00000 884.00| 107.00000 1391.00
PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | |
CYNOSBATI, "PASTURE GOOSEBERRY" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 200 -5
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1151771
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 622-05639 13.000 EACH | 91.80000 1193.40| 92.00000 1196.00| 107.00000 1391.00
PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | |
LINDERA BENZOIN, "SPICEBUSH" | | |
0060 622-05639 17.000 EACH | 70.40000 1196.80| 72.00000 1224.00| 107.00000 1819.00
PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | |
PHYSOCARPUS OPULIFOLIUS | | |
0061 622-05639 11.000 EACH | 53.05000 583.55| 55.00000 605.00| 107.00000 1177.00
PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | |
SAMBUCUS CANADENSIS, "ELDERBERRY" | | |
0062 622-05639 13.000 EACH | 63.25000 822.25| 65.00000 845.00| 107.00000 1391.00
PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | |
VERTICILLATA, "COMMON WINTERBERRY" | | |
0063 622-05649 7.000 EACH | 306.00000 2142.00| 305.00000 2135.00| 317.00000 2219.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , ACER NEGUNDO, "BOX ELDER" | | |
0064 622-05649 7.000 EACH | 382.00000 2674.00| 380.00000 2660.00| 385.00000 2695.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , ACER NIGRUM, "BLACK MAPLE" | | |
0065 622-05649 5.000 EACH | 336.00000 1680.00| 340.00000 1700.00| 343.00000 1715.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , ASIMINA TRILOBA, "COMMON | | |
PAW PAW" | | |
0066 622-05649 3.000 EACH | 433.00000 1299.00| 430.00000 1290.00| 421.00000 1263.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , CARYA LACINIOSA "SHELLBARK | | |
HICKORY" | | |
0067 622-05649 8.000 EACH | 280.00000 2240.00| 280.00000 2240.00| 306.00000 2448.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , CELTIS OCCIDENTALIS, | | |
"HACKBERRY" | | |
0068 622-05649 7.000 EACH | 321.00000 2247.00| 325.00000 2275.00| 340.00000 2380.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , CORNUS FLORIDA, "FLOWERING | | |
DOGWOOD" | | |
0069 622-05649 4.000 EACH | 301.00000 1204.00| 300.00000 1200.00| 306.00000 1224.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , CRATAEGUS MOLLIS, "DOWNY | | |
HAWTHORN" | | |
0070 622-05649 7.000 EACH | 357.00000 2499.00| 360.00000 2520.00| 385.00000 2695.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , FAGUS GRANDIFOLIA, | | |
"AMERICAN BEECH" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 200 -6
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1151771
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0071 622-05649 5.000 EACH | 275.00000 1375.00| 275.00000 1375.00| 306.00000 1530.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , GLEDITSIA TRIACANTHOS, | | |
"HONEY LOCUST" | | |
0072 622-05649 5.000 EACH | 433.00000 2165.00| 440.00000 2200.00| 419.00000 2095.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , JUGLANS CINEREA, | | |
"BUTTERNUT" | | |
0073 622-05649 13.000 EACH | 280.00000 3640.00| 290.00000 3770.00| 306.00000 3978.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , LIRIODENDRON TULIPIFERA | | |
0074 622-05649 11.000 EACH | 285.00000 3135.00| 300.00000 3300.00| 306.00000 3366.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , PLANTANUS OCCIDENTALIS | | |
0075 622-05649 12.000 EACH | 285.00000 3420.00| 290.00000 3480.00| 306.00000 3672.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , POPULUS DELTOIDES,"EASTERN | | |
COTTONWOOD" | | |
0076 622-05649 8.000 EACH | 285.00000 2280.00| 290.00000 2320.00| 317.00000 2536.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , QUERCUS IMBRICARIA, | | |
"SHINGLE OAK" | | |
0077 622-05649 7.000 EACH | 295.00000 2065.00| 300.00000 2100.00| 306.00000 2142.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , QUERCUS PALUSTRIS, "PIN | | |
OAK" | | |
0078 622-05649 13.000 EACH | 265.00000 3445.00| 265.00000 3445.00| 306.00000 3978.00
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , ULMUS AMERICANNA, | | |
"AMERICAN ELM" | | |
0079 622-52436 3.000 EACH | 40.80000 122.40| 45.00000 135.00| 43.00000 129.00
SIGN, DO NOT MOW OR SPRAY | | |
0080 628-09401 15.000 MOS | 1220.00000 18300.00| 2000.00000 30000.00| 2000.00000 30000.00
FIELD OFFICE, A | | |
0081 628-09407 15.000 MOS | 204.00000 3060.00| 500.00000 7500.00| 350.00000 5250.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0082 702-90915 30.000 CYS | 1675.00000 50250.00| 800.00000 24000.00| 600.00000 18000.00
CONCRETE, CLASS A | | |
0083 706-01268 5.000 LFT | 815.00000 4075.00| 850.00000 4250.00| 800.00000 4000.00
HANDRAIL, ALUMINUM | | |
0084 706-06347 53.000 LFT | 142.00000 7526.00| 150.00000 7950.00| 140.00000 7420.00
RAILING, CF-1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 200 -7
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1151771
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0085 709-51821 LUMP | 3060.00000 3060.00| 2500.00000 2500.00| 1300.00000 1300.00
SURFACE SEAL | | |
0086 714-09726 120.000 SFT | 70.00000 8400.00| 52.00000 6240.00| 41.00000 4920.00
HEADWALL | | |
0087 715-05146 4.000 LFT | 35.00000 140.00| 65.00000 260.00| 20.00000 80.00
PIPE, TYPE 2, CIRCULAR, 6 IN | | |
0088 715-05147 4.000 LFT | 40.00000 160.00| 65.00000 260.00| 22.00000 88.00
PIPE, TYPE 2, CIRCULAR, 8 IN | | |
0089 715-05148 21.000 LFT | 25.00000 525.00| 25.00000 525.00| 25.00000 525.00
PIPE, TYPE 2, CIRCULAR, 10 IN | | |
0090 715-05149 350.000 LFT | 39.00000 13650.00| 30.00000 10500.00| 28.00000 9800.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0091 715-05151 700.000 LFT | 38.00000 26600.00| 30.00000 21000.00| 30.00000 21000.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0092 715-05152 200.000 LFT | 53.00000 10600.00| 38.00000 7600.00| 32.00000 6400.00
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0093 715-05154 40.000 LFT | 60.00000 2400.00| 45.00000 1800.00| 40.00000 1600.00
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0094 715-05156 240.000 LFT | 40.00000 9600.00| 1.00000 240.00| 57.00000 13680.00
PIPE, TYPE 2, CIRCULAR, 30 IN | | |
0095 715-05162 70.000 LFT | 155.00000 10850.00| 110.00000 7700.00| 128.00000 8960.00
PIPE, TYPE 2, CIRCULAR, 54 IN | | |
0096 715-05344 112.000 LFT | 142.00000 15904.00| 130.00000 14560.00| 190.00000 21280.00
PIPE, TYPE 2, DEFORMED, MIN AREA 12.9 S | | |
0097 715-08282 29.000 TON | 121.80000 3532.20| 130.00000 3770.00| 125.00000 3625.00
HMA FOR STRUCTURE INSTALLATION, TYPE A | | |
0098 715-46000 2.000 EACH | 289.00000 578.00| 265.00000 530.00| 300.00000 600.00
PIPE END SECTION, 12 IN | | |
0099 715-46005 13.000 EACH | 320.00000 4160.00| 290.00000 3770.00| 350.00000 4550.00
PIPE END SECTION, 15 IN | | |
0100 715-46010 8.000 EACH | 385.00000 3080.00| 350.00000 2800.00| 375.00000 3000.00
PIPE END SECTION, 18 IN | | |
0101 715-46020 2.000 EACH | 540.00000 1080.00| 650.00000 1300.00| 450.00000 900.00
PIPE END SECTION, 24 IN | | |
0102 715-46030 2.000 EACH | 735.00000 1470.00| 525.00000 1050.00| 500.00000 1000.00
PIPE END SECTION, 30 IN | | |
0103 720-01092 1.000 EACH | 2856.00000 2856.00| 5000.00000 5000.00| 3100.00000 3100.00
MANHOLE, J15, MODIFIED | | |
0104 720-44000 20.000 EACH | 430.00000 8600.00| 500.00000 10000.00| 420.00000 8400.00
CASTING, ADJUST TO GRADE | | |
0105 720-45030 3.000 EACH | 1296.00000 3888.00| 1500.00000 4500.00| 1350.00000 4050.00
INLET, E7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 200 -8
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1151771
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0106 720-45045 1.000 EACH | 1610.00000 1610.00| 1600.00000 1600.00| 1685.00000 1685.00
INLET, J10 | | |
0107 720-45270 1.000 EACH | 1149.00000 1149.00| 1200.00000 1200.00| 1200.00000 1200.00
PIPE CATCH BASIN, 18 IN | | |
0108 720-45410 2.000 EACH | 1823.00000 3646.00| 3000.00000 6000.00| 2160.00000 4320.00
MANHOLE, C4 | | |
0109 720-45605 10.000 LFT | 400.00000 4000.00| 500.00000 5000.00| 114.00000 1140.00
STRUCTURE, MANHOLE, RECONSTRUCTED | | |
0110 723-06660 986.000 SFT | 54.00000 53244.00| 35.00000 34510.00| 26.00000 25636.00
WINGWALL | | |
0111 723-08118 36.000 LFT | 2250.00000 81000.00| 3500.00000 126000.00| 2300.00000 82800.00
STRUCTURE, PRECAST THREE-SIDED, 288 IN | | |
X 132 IN | | |
0112 723-08381 38.000 LFT | 1680.00000 63840.00| 2800.00000 106400.00| 1800.00000 68400.00
STRUCTURE, PRECAST THREE-SIDED, 144 IN | | |
X 84 IN | | |
0113 801-04308 4.000 EACH | 607.00000 2428.00| 360.00000 1440.00| 350.00000 1400.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0114 801-06625 24.000 EACH | 125.50000 3012.00| 110.00000 2640.00| 100.00000 2400.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0115 801-06640 14.000 EACH | 249.75000 3496.50| 155.00000 2170.00| 150.00000 2100.00
CONSTRUCTION SIGN, A | | |
0116 801-06775 LUMP | 20164.40000 20164.40| 36348.16000 36348.16| 41709.15000 41709.15
MAINTAINING TRAFFIC | | |
0117 801-07118 136.000 LFT | 15.30000 2080.80| 15.50000 2108.00| 15.00000 2040.00
BARRICADE, III-A | | |
0118 802-05704 230.000 LFT | 11.20000 2576.00| 11.50000 2645.00| 11.00000 2530.00
SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | |
ANCHOR BASE | | |
0119 802-09838 63.000 SFT | 24.50000 1543.50| 25.00000 1575.00| 24.00000 1512.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0120 802-09840 70.000 SFT | 25.50000 1785.00| 25.50000 1785.00| 25.00000 1750.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0121 808-06703 12710.000 LFT | 0.35000 4448.50| 0.38000 4829.80| 0.35000 4448.50
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0122 808-75245 9670.000 LFT | 0.35000 3384.50| 0.35000 3384.50| 0.33000 3191.10
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0123 808-75297 150.000 LFT | 5.75000 862.50| 6.00000 900.00| 5.65000 847.50
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 200 -9
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1128289 |( 3 ) 35-1151771
|MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INC |CALUMET CIVIL CONTRACTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0124 808-75300 380.000 LFT | 1.47000 558.60| 3.75000 1425.00| 3.65000 1387.00
TRANSVERSE MARKING, THERMOPLASTIC, | | |
CROSSWALK LINE, 6" | | |
SECTION TOTALS | $ 2,141,955.00| $ 2,177,450.00| $ 2,357,500.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,141,955.00| $ 2,177,450.00| $ 2,357,500.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 200 -10
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 79970.88000 79970.88| |
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 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0009 110-01001 LUMP | 16911.88000 16911.88| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 60522.39000 60522.39| |
CLEARING RIGHT OF WAY | | |
0011 202-02240 100.000 SYS | 32.27000 3227.00| |
PAVEMENT REMOVAL | | |
0012 202-52710 64.000 SYS | 10.71000 685.44| |
SIDEWALK, CONCRETE, REMOVE | | |
0013 202-91385 2.000 EACH | 340.28000 680.56| |
INLET, REMOVE | | |
0014 202-96133 344.000 LFT | 14.02000 4822.88| |
PIPE, REMOVE | | |
0015 203-02000 19140.000 CYS | 17.69000 338586.60| |
EXCAVATION, COMMON | | |
0016 205-06933 4.000 EACH | 135.64000 542.56| |
TEMPORARY DITCH INLET PROTECTION | | |
0017 205-06937 5505.000 LFT | 1.50000 8257.50| |
TEMPORARY SILT FENCE | | |
0018 205-09543 166.000 TON | 30.83000 5117.78| |
NO 2 STONE | | |
0019 207-08264 25260.000 SYS | 5.38000 135898.80| |
SUBGRADE TREATMENT, TYPE II | | |
0020 207-08265 2400.000 SYS | 5.92000 14208.00| |
SUBGRADE TREATMENT, TYPE IIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 200 -11
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 207-08267 100.000 SYS | 23.74000 2374.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 207-08268 4100.000 SYS | 12.94000 53054.00| |
SUBGRADE TREATMENT, TYPE IV | | |
0023 211-09264 1240.000 CYS | 22.71000 28160.40| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0024 211-09268 574.000 CYS | 60.76000 34876.24| |
STRUCTURAL BACKFILL, TYPE 5 | | |
0025 301-07448 16410.000 TON | 17.55000 287995.50| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0026 301-07448 80.000 TON | 33.44000 2675.20| |
COMPACTED AGGREGATE, NO. 53, BASE , | | |
LIMESTONE | | |
0027 303-07662 990.000 TON | 88.39000 87506.10| |
STONE , GLACIAL ERRATIC, TYPE 1 | | |
0028 304-07492 1.000 TON | 306.08000 306.08| |
WIDENING WITH HMA, TYPE A | | |
0029 306-08034 30.000 SYS | 101.15000 3034.50| |
MILLING, ASPHALT, 1 1/2 IN | | |
0030 401-07320 2880.000 TON | 76.03000 218966.40| |
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0031 401-07389 2500.000 TON | 64.58000 161450.00| |
QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | |
0032 401-07406 3990.000 TON | 62.01000 247419.90| |
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0033 402-07432 40.000 TON | 127.33000 5093.20| |
HMA SURFACE, TYPE A | | |
0034 402-07435 70.000 TON | 120.47000 8432.90| |
HMA INTERMEDIATE, TYPE A | | |
0035 406-05520 28.000 TON | 563.17000 15768.76| |
ASPHALT FOR TACK COAT | | |
0036 601-01701 1.000 EACH | 2001.29000 2001.29| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0037 601-02241 49.000 LFT | 22.24000 1089.76| |
GUARDRAIL, REMOVE | | |
0038 601-02800 4.000 EACH | 1223.01000 4892.04| |
GUARDRAIL TRANSITION, TGT | | |
0039 601-06855 2.000 EACH | 945.05000 1890.10| |
GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | |
0040 601-94689 1.000 EACH | 2696.18000 2696.18| |
GUARDRAIL END TREATMENT, OS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 200 -12
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 601-99105 27.000 LFT | 22.24000 600.48| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0042 603-06060 80.000 LFT | 22.24000 1779.20| |
FENCE, FARM FIELD, RESET | | |
0043 604-07901 98.000 SYS | 222.37000 21792.26| |
CURB RAMP, CONCRETE, G | | |
0044 604-91531 30.000 SYS | 118.56000 3556.80| |
SIDEWALK, CONCRETE, 4 IN | | |
0045 605-06155 182.000 LFT | 38.78000 7057.96| |
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0046 605-97937 141.000 LFT | 40.96000 5775.36| |
CURB AND GUTTER, CONCRETE, ROLL | | |
0047 607-92907 14.000 LFT | 72.27000 1011.78| |
GUTTER CONCRETE, TURNOUT | | |
0048 610-07486 180.000 TON | 123.04000 22147.20| |
HMA FOR APPROACHES, TYPE A | | |
0049 610-08446 50.000 SYS | 85.82000 4291.00| |
PCCP FOR APPROACHES, 6 IN | | |
0050 616-02320 738.000 SYS | 0.93000 686.34| |
GEOTEXTILES | | |
0051 621-01004 6.000 EACH | 722.69000 4336.14| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0052 621-03909 4.000 LBS | 1145.18000 4580.72| |
SEED MIXTURE, NATIVE | | |
0053 621-03909 2.000 LBS | 2367.08000 4734.16| |
SEED MIXTURE, NATIVE , WITH EROSION | | |
CONTROL BLANKET | | |
0054 621-06559 42220.000 SYS | 0.38000 16043.60| |
MULCHED SEEDING, R | | |
0055 621-06575 8830.000 SYS | 3.05000 26931.50| |
SODDING, NURSERY | | |
0056 622-05639 12.000 EACH | 118.97000 1427.64| |
PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | |
ARONIA MELANOCARPA, "BLACK CHERRY" | | |
0057 622-05639 14.000 EACH | 118.97000 1665.58| |
PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | |
CORNUS OBIQUA, "PALE DOGWOOD" | | |
0058 622-05639 13.000 EACH | 118.97000 1546.61| |
PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | |
CYNOSBATI, "PASTURE GOOSEBERRY" | | |
0059 622-05639 13.000 EACH | 118.97000 1546.61| |
PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | |
LINDERA BENZOIN, "SPICEBUSH" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 200 -13
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 622-05639 17.000 EACH | 118.97000 2022.49| |
PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | |
PHYSOCARPUS OPULIFOLIUS | | |
0061 622-05639 11.000 EACH | 118.97000 1308.67| |
PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | |
SAMBUCUS CANADENSIS, "ELDERBERRY" | | |
0062 622-05639 13.000 EACH | 118.97000 1546.61| |
PLANT, DECIDUOUS SHRUB, 18 TO 24 IN , | | |
VERTICILLATA, "COMMON WINTERBERRY" | | |
0063 622-05649 7.000 EACH | 352.45000 2467.15| |
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , ACER NEGUNDO, "BOX ELDER" | | |
0064 622-05649 7.000 EACH | 428.05000 2996.35| |
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , ACER NIGRUM, "BLACK MAPLE" | | |
0065 622-05649 5.000 EACH | 381.36000 1906.80| |
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , ASIMINA TRILOBA, "COMMON | | |
PAW PAW" | | |
0066 622-05649 3.000 EACH | 468.08000 1404.24| |
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , CARYA LACINIOSA "SHELLBARK | | |
HICKORY" | | |
0067 622-05649 8.000 EACH | 340.22000 2721.76| |
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , CELTIS OCCIDENTALIS, | | |
"HACKBERRY" | | |
0068 622-05649 7.000 EACH | 378.02000 2646.14| |
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , CORNUS FLORIDA, "FLOWERING | | |
DOGWOOD" | | |
0069 622-05649 4.000 EACH | 340.22000 1360.88| |
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , CRATAEGUS MOLLIS, "DOWNY | | |
HAWTHORN" | | |
0070 622-05649 7.000 EACH | 428.05000 2996.35| |
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , FAGUS GRANDIFOLIA, | | |
"AMERICAN BEECH" | | |
0071 622-05649 5.000 EACH | 340.22000 1701.10| |
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , GLEDITSIA TRIACANTHOS, | | |
"HONEY LOCUST" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 200 -14
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0072 622-05649 5.000 EACH | 465.85000 2329.25| |
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , JUGLANS CINEREA, | | |
"BUTTERNUT" | | |
0073 622-05649 13.000 EACH | 340.22000 4422.86| |
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , LIRIODENDRON TULIPIFERA | | |
0074 622-05649 11.000 EACH | 340.22000 3742.42| |
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , PLANTANUS OCCIDENTALIS | | |
0075 622-05649 12.000 EACH | 340.22000 4082.64| |
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , POPULUS DELTOIDES,"EASTERN | | |
COTTONWOOD" | | |
0076 622-05649 8.000 EACH | 352.45000 2819.60| |
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , QUERCUS IMBRICARIA, | | |
"SHINGLE OAK" | | |
0077 622-05649 7.000 EACH | 340.22000 2381.54| |
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , QUERCUS PALUSTRIS, "PIN | | |
OAK" | | |
0078 622-05649 13.000 EACH | 340.22000 4422.86| |
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN , ULMUS AMERICANNA, | | |
"AMERICAN ELM" | | |
0079 622-52436 3.000 EACH | 47.81000 143.43| |
SIGN, DO NOT MOW OR SPRAY | | |
0080 628-09401 15.000 MOS | 2029.09000 30436.35| |
FIELD OFFICE, A | | |
0081 628-09407 15.000 MOS | 308.62000 4629.30| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0082 702-90915 30.000 CYS | 75.60000 2268.00| |
CONCRETE, CLASS A | | |
0083 706-01268 5.000 LFT | 889.46000 4447.30| |
HANDRAIL, ALUMINUM | | |
0084 706-06347 53.000 LFT | 155.66000 8249.98| |
RAILING, CF-1 | | |
0085 709-51821 LUMP | 1556.56000 1556.56| |
SURFACE SEAL | | |
0086 714-09726 120.000 SFT | 232.75000 27930.00| |
HEADWALL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 200 -15
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0087 715-05146 4.000 LFT | 51.80000 207.20| |
PIPE, TYPE 2, CIRCULAR, 6 IN | | |
0088 715-05147 4.000 LFT | 70.20000 280.80| |
PIPE, TYPE 2, CIRCULAR, 8 IN | | |
0089 715-05148 21.000 LFT | 33.66000 706.86| |
PIPE, TYPE 2, CIRCULAR, 10 IN | | |
0090 715-05149 350.000 LFT | 41.53000 14535.50| |
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0091 715-05151 700.000 LFT | 36.10000 25270.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0092 715-05152 200.000 LFT | 52.17000 10434.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0093 715-05154 40.000 LFT | 66.58000 2663.20| |
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0094 715-05156 240.000 LFT | 84.86000 20366.40| |
PIPE, TYPE 2, CIRCULAR, 30 IN | | |
0095 715-05162 70.000 LFT | 190.80000 13356.00| |
PIPE, TYPE 2, CIRCULAR, 54 IN | | |
0096 715-05344 112.000 LFT | 283.00000 31696.00| |
PIPE, TYPE 2, DEFORMED, MIN AREA 12.9 S | | |
0097 715-08282 29.000 TON | 149.12000 4324.48| |
HMA FOR STRUCTURE INSTALLATION, TYPE A | | |
0098 715-46000 2.000 EACH | 732.48000 1464.96| |
PIPE END SECTION, 12 IN | | |
0099 715-46005 13.000 EACH | 749.14000 9738.82| |
PIPE END SECTION, 15 IN | | |
0100 715-46010 8.000 EACH | 793.62000 6348.96| |
PIPE END SECTION, 18 IN | | |
0101 715-46020 2.000 EACH | 1202.37000 2404.74| |
PIPE END SECTION, 24 IN | | |
0102 715-46030 2.000 EACH | 1630.83000 3261.66| |
PIPE END SECTION, 30 IN | | |
0103 720-01092 1.000 EACH | 3353.94000 3353.94| |
MANHOLE, J15, MODIFIED | | |
0104 720-44000 20.000 EACH | 734.01000 14680.20| |
CASTING, ADJUST TO GRADE | | |
0105 720-45030 3.000 EACH | 1136.12000 3408.36| |
INLET, E7 | | |
0106 720-45045 1.000 EACH | 1840.85000 1840.85| |
INLET, J10 | | |
0107 720-45270 1.000 EACH | 1583.02000 1583.02| |
PIPE CATCH BASIN, 18 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 200 -16
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : R -29613-A COUNTIES : WAYNE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 31-1323837 |( ) |( )
|SUNESIS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0108 720-45410 2.000 EACH | 2378.59000 4757.18| |
MANHOLE, C4 | | |
0109 720-45605 10.000 LFT | 445.95000 4459.50| |
STRUCTURE, MANHOLE, RECONSTRUCTED | | |
0110 723-06660 986.000 SFT | 72.92000 71899.12| |
WINGWALL | | |
0111 723-08118 36.000 LFT | 2022.58000 72812.88| |
STRUCTURE, PRECAST THREE-SIDED, 288 IN | | |
X 132 IN | | |
0112 723-08381 38.000 LFT | 1498.62000 56947.56| |
STRUCTURE, PRECAST THREE-SIDED, 144 IN | | |
X 84 IN | | |
0113 801-04308 4.000 EACH | 389.14000 1556.56| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0114 801-06625 24.000 EACH | 138.98000 3335.52| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0115 801-06640 14.000 EACH | 266.84000 3735.76| |
CONSTRUCTION SIGN, A | | |
0116 801-06775 LUMP | 27643.10000 27643.10| |
MAINTAINING TRAFFIC | | |
0117 801-07118 136.000 LFT | 12.23000 1663.28| |
BARRICADE, III-A | | |
0118 802-05704 230.000 LFT | 12.23000 2812.90| |
SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | |
ANCHOR BASE | | |
0119 802-09838 63.000 SFT | 26.68000 1680.84| |
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0120 802-09840 70.000 SFT | 27.80000 1946.00| |
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0121 808-06703 12710.000 LFT | 0.36000 4575.60| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0122 808-75245 9670.000 LFT | 0.36000 3481.20| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0123 808-75297 150.000 LFT | 5.28000 792.00| |
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0124 808-75300 380.000 LFT | 5.28000 2006.40| |
TRANSVERSE MARKING, THERMOPLASTIC, | | |
CROSSWALK LINE, 6" | | |
SECTION TOTALS | $ 2,537,604.74| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,537,604.74| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 210 -1
VENDOR RANKING
CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : BIKE / PEDESTRIAN FACILITIES, ENHANCEMENT COMPLETION DATE : 07/29/11
LOCATION : ON THE PUMPKINVINE TRAIL PROJECT(S) : 0401066
0500820
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1120685 WALSH & KELLY INC $ 1,510,022.58 100.0000%
2 35-1185040 NIBLOCK EXCAVATING INC $ 1,695,836.53 112.3054%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,947,551.69 128.9750%
4 35-0997978 PHEND & BROWN INC $ 2,058,890.27 136.3483%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 210 -2
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-1185040 |( 3 ) 35-0918397
|WALSH & KELLY INC |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BIKE/PEDESTRIAN FACILITIES, ENHANCEMENT
| | |
0001 105-06845 LUMP | 35000.00000 35000.00| 11750.00000 11750.00| 20056.00000 20056.00
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 109-08463 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 | 75000.00000 75000.00| 87000.00000 87000.00| 30000.00000 30000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 60000.00000 60000.00| 50000.00000 50000.00| 43200.00000 43200.00
CLEARING RIGHT OF WAY | | |
0010 202-51328 LUMP | 6500.00000 6500.00| 50000.00000 50000.00| 5200.00000 5200.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0011 203-02000 7721.000 CYS | 12.00000 92652.00| 20.00000 154420.00| 25.25000 194955.25
EXCAVATION, COMMON | | |
0012 203-02070 4371.000 CYS | 12.00000 52452.00| 18.70000 81737.70| 22.40000 97910.40
BORROW | | |
0013 205-06931 150.000 TON | 40.00000 6000.00| 50.00000 7500.00| 60.00000 9000.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0014 205-06933 4.000 EACH | 125.00000 500.00| 125.00000 500.00| 125.00000 500.00
TEMPORARY DITCH INLET PROTECTION | | |
0015 205-06936 180.000 TON | 40.00000 7200.00| 35.00000 6300.00| 62.00000 11160.00
TEMPORARY SEDIMENT TRAP | | |
0016 205-06937 38809.000 LFT | 1.08000 41913.72| 1.08000 41913.72| 1.08000 41913.72
TEMPORARY SILT FENCE | | |
0017 205-09543 215.000 TON | 34.00000 7310.00| 36.91000 7935.65| 47.50000 10212.50
NO 2 STONE | | |
0018 205-09543 217.000 TON | 34.00000 7378.00| 45.00000 9765.00| 47.50000 10307.50
NO 2 STONE FOR CONSTRUCTION ENTRANCES | | |
0019 206-51230 20.000 CYS | 12.00000 240.00| 18.20000 364.00| 66.00000 1320.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 210 -3
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-1185040 |( 3 ) 35-0918397
|WALSH & KELLY INC |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08266 53300.000 SYS | 1.00000 53300.00| 0.50000 26650.00| 1.60000 85280.00
SUBGRADE TREATMENT, TYPE III | | |
0021 211-06467 20.000 CYS | 42.00000 840.00| 50.00000 1000.00| 60.00000 1200.00
AGGREGATE FOR END BENT BACKFILL | | |
0022 211-09264 1065.000 CYS | 28.10000 29926.50| 17.50000 18637.50| 25.50000 27157.50
STRUCTURAL BACKFILL, TYPE 1 | | |
0023 301-07448 16714.000 TON | 15.50000 259067.00| 19.34000 323248.76| 19.65000 328430.10
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 303-09533 2828.000 TON | 25.40000 71831.20| 15.00000 42420.00| 44.25000 125139.00
COARSE AGGREGATE , NO 12 | | |
0025 303-93506 65.000 CYS | 40.00000 2600.00| 45.00000 2925.00| 65.00000 4225.00
AGGREGATE, 2 | | |
0026 303-93506 105.000 CYS | 40.00000 4200.00| 45.00000 4725.00| 54.40000 5712.00
AGGREGATE, 2 UNDISTRIBUTED QUANTITY FOR | | |
TURNAROUNDS | | |
0027 402-07432 2782.000 TON | 48.00000 133536.00| 63.50000 176657.00| 69.15000 192375.30
HMA SURFACE, TYPE A | | |
0028 402-07435 3832.000 TON | 38.00000 145616.00| 55.75000 213634.00| 57.50000 220340.00
HMA INTERMEDIATE, TYPE A | | |
0029 406-05520 8.500 TON | 0.01000 0.09| 650.00000 5525.00| 1.00000 8.50
ASPHALT FOR TACK COAT | | |
0030 502-06457 357.000 SYS | 52.00000 18564.00| 53.64000 19149.48| 49.75000 17760.75
PCCP, 9 IN | | |
0031 502-06627 96.000 SYS | 48.00000 4608.00| 49.50000 4752.00| 65.50000 6288.00
PCCP, 6 IN | | |
0032 603-03829 1500.000 LFT | 36.00000 54000.00| 36.00000 54000.00| 36.00000 54000.00
FENCE VINYL, 72 IN (UNDISTRIBUTED | | |
QUANTITY) | | |
0033 603-06052 2.000 EACH | 1350.00000 2700.00| 1350.00000 2700.00| 1350.00000 2700.00
FENCE GATE, FARM FIELD, 47 IN X 12FT | | |
0034 603-06060 500.000 LFT | 10.45000 5225.00| 10.45000 5225.00| 10.45000 5225.00
FENCE, FARM FIELD, RESET | | |
0035 603-06060 500.000 LFT | 10.45000 5225.00| 10.45000 5225.00| 10.45000 5225.00
FENCE, FARM FIELD, RESET (UNDISTRIBUTED | | |
QUANTITY) | | |
0036 603-09066 500.000 LFT | 22.00000 11000.00| 22.00000 11000.00| 22.00000 11000.00
FENCE, CHAIN LINK, PVC COATED, 72 IN | | |
(UNDISTRIBUTED QUANTITY) | | |
0037 604-07894 125.000 SYS | 120.44000 15055.00| 80.00000 10000.00| 142.00000 17750.00
CURB RAMP, CONCRETE, A | | |
0038 616-02320 294.000 SYS | 4.00000 1176.00| 4.75000 1396.50| 4.50000 1323.00
GEOTEXTILES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 210 -4
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-1185040 |( 3 ) 35-0918397
|WALSH & KELLY INC |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 616-06405 151.000 TON | 80.00000 12080.00| 50.00000 7550.00| 53.00000 8003.00
RIPRAP, REVETMENT | | |
0040 616-06451 12.000 TON | 85.00000 1020.00| 50.00000 600.00| 50.00000 600.00
RIPRAP, UNIFORM | | |
0041 621-01004 2.000 EACH | 475.00000 950.00| 475.00000 950.00| 475.00000 950.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0042 621-02770 4367.000 SYS | 1.36000 5939.12| 1.36000 5939.12| 1.36000 5939.12
EROSION CONTROL BLANKET | | |
0043 621-06545 4.100 TON | 645.00000 2644.50| 645.00000 2644.50| 645.00000 2644.50
FERTILIZER | | |
0044 621-06553 1369.000 LBS | 4.69000 6420.61| 4.69000 6420.61| 52.74000 72201.06
SEED MIXTURE, R | | |
0045 621-06565 16.200 TON | 296.00000 4795.20| 296.00000 4795.20| 296.00000 4795.20
MULCHING MATERIAL | | |
0046 621-06574 2118.000 SYS | 4.00000 8472.00| 3.38000 7158.84| 3.38000 7158.84
SODDING | | |
0047 622-05650 150.000 EACH | 290.00000 43500.00| 290.00000 43500.00| 290.00000 43500.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN | | |
0048 622-05748 55.000 LFT | 15.00000 825.00| 10.10000 555.50| 11.50000 632.50
TIMBER EDGE BEAM, 2 X 8 | | |
0049 622-05748 52.000 LFT | 17.00000 884.00| 62.95000 3273.40| 108.00000 5616.00
TIMBER HANDRAIL | | |
0050 628-09402 26.000 MOS | 1550.00000 40300.00| 1350.00000 35100.00| 1730.00000 44980.00
FIELD OFFICE, B | | |
0051 701-04732 10.000 LFT | 300.00000 3000.00| 200.00000 2000.00| 355.00000 3550.00
PILE TIMBER, POSTING | | |
0052 712-05098 14.000 EACH | 125.00000 1750.00| 100.00000 1400.00| 14.00000 196.00
TIMBER BACKWALL SPACER POST, 4 X 6 | | |
0053 712-05098 5.000 EACH | 475.00000 2375.00| 235.00000 1175.00| 305.00000 1525.00
TIMBER BEAM, 4 X 8 X 17'-0" | | |
0054 712-05098 6.000 EACH | 440.00000 2640.00| 260.00000 1560.00| 515.00000 3090.00
TIMBER BEAM, 4 X 8 X 21'-0" | | |
0055 712-05098 2.000 EACH | 750.00000 1500.00| 195.00000 390.00| 325.00000 650.00
TIMBER BEAM, 8 X 8 X 10'-0" | | |
0056 712-94080 393.000 SFT | 15.00000 5895.00| 12.00000 4716.00| 15.15000 5953.95
TIMBER DECK PLANKING, 2 X 6 | | |
0057 715-04611 3.000 EACH | 650.00000 1950.00| 600.00000 1800.00| 750.00000 2250.00
SAFETY METAL END SECTION, 4:1, 12 IN | | |
0058 715-05032 1163.000 LFT | 44.00000 51172.00| 29.35000 34134.05| 40.00000 46520.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 210 -5
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-1185040 |( 3 ) 35-0918397
|WALSH & KELLY INC |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 715-05118 120.000 LFT | 45.50000 5460.00| 26.85000 3222.00| 40.00000 4800.00
PIPE, TYPE 1, CIRCULAR, 12 IN | | |
0060 715-05119 180.000 LFT | 48.00000 8640.00| 29.35000 5283.00| 44.00000 7920.00
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0061 715-05121 26.000 LFT | 70.00000 1820.00| 36.00000 936.00| 50.00000 1300.00
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0062 715-05123 68.000 LFT | 64.00000 4352.00| 41.50000 2822.00| 55.00000 3740.00
PIPE, TYPE 1, CIRCULAR, 24 IN | | |
0063 715-05407 56.000 LFT | 13.44000 752.64| 20.00000 1120.00| 12.00000 672.00
PIPE, END BENT DRAIN, 6 IN | | |
0064 715-05597 3.000 LFT | 670.00000 2010.00| 310.00000 930.00| 175.00000 525.00
PIPE EXTENSION, CIRCULAR, 24 IN | | |
0065 715-05757 3.000 LFT | 715.00000 2145.00| 325.00000 975.00| 250.00000 750.00
PIPE EXTENSION, CIRCULAR, 36 IN | | |
0066 715-46000 7.000 EACH | 450.00000 3150.00| 325.00000 2275.00| 450.00000 3150.00
PIPE END SECTION, 12 IN | | |
0067 715-46005 8.000 EACH | 450.00000 3600.00| 355.00000 2840.00| 550.00000 4400.00
PIPE END SECTION, 15 IN | | |
0068 715-46010 2.000 EACH | 825.00000 1650.00| 475.00000 950.00| 650.00000 1300.00
PIPE END SECTION, 18 IN | | |
0069 715-46020 5.000 EACH | 865.00000 4325.00| 770.00000 3850.00| 800.00000 4000.00
PIPE END SECTION, 24 IN | | |
0070 715-46040 1.000 EACH | 1125.00000 1125.00| 850.00000 850.00| 1300.00000 1300.00
PIPE END SECTION, 36 IN | | |
0071 720-45235 2.000 EACH | 1600.00000 3200.00| 1200.00000 2400.00| 2400.00000 4800.00
CATCH BASIN, E7 | | |
0072 720-45410 2.000 EACH | 2000.00000 4000.00| 1750.00000 3500.00| 2800.00000 5600.00
MANHOLE, C4 | | |
0073 801-03290 30.000 EACH | 130.00000 3900.00| 130.00000 3900.00| 130.00000 3900.00
CONSTRUCTION SIGN, C | | |
0074 801-03291 8.000 EACH | 60.00000 480.00| 60.00000 480.00| 60.00000 480.00
CONSTRUCTION SIGN, D | | |
0075 801-06640 37.000 EACH | 130.00000 4810.00| 130.00000 4810.00| 130.00000 4810.00
CONSTRUCTION SIGN, A | | |
0076 801-06775 LUMP | 1400.00000 1400.00| 6500.00000 6500.00| 2000.00000 2000.00
MAINTAINING TRAFFIC | | |
0077 801-07118 96.000 LFT | 15.00000 1440.00| 15.00000 1440.00| 15.00000 1440.00
BARRICADE, III-A | | |
0078 802-03896 12.000 EACH | 1050.00000 12600.00| 1050.00000 12600.00| 1050.00000 12600.00
BOLLARD , COLAPSIBLE, 6 IN. | | |
0079 802-05704 606.000 LFT | 14.00000 8484.00| 14.00000 8484.00| 14.00000 8484.00
SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | |
ANCHOR BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 210 -6
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-1185040 |( 3 ) 35-0918397
|WALSH & KELLY INC |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 802-09838 356.000 SFT | 25.00000 8900.00| 25.00000 8900.00| 25.00000 8900.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0081 808-02977 10.000 EACH | 200.00000 2000.00| 200.00000 2000.00| 200.00000 2000.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
BIKE SYMBOL | | |
0082 808-03114 10.000 EACH | 85.00000 850.00| 85.00000 850.00| 85.00000 850.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
(XING) 8 FT | | |
0083 808-03115 10.000 EACH | 85.00000 850.00| 85.00000 850.00| 85.00000 850.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC (XING), 4 FT | | |
0084 808-03439 240.000 LFT | 5.50000 1320.00| 5.50000 1320.00| 5.50000 1320.00
TRANSVERSE MARKING THERMOPLASTIC | | |
CROSSWALK, WHITE 24" | | |
0085 808-03632 106.000 LFT | 20.00000 2120.00| 20.00000 2120.00| 20.00000 2120.00
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0086 808-06609 10.000 EACH | 85.00000 850.00| 85.00000 850.00| 85.00000 850.00
PAVEMENT MESSAGE MARKING, THERMO, WORD, | | |
(HWY), 4 FT | | |
0087 808-75245 400.000 LFT | 2.50000 1000.00| 2.50000 1000.00| 2.50000 1000.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0088 808-75297 50.000 LFT | 5.50000 275.00| 5.50000 275.00| 5.50000 275.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0089 802-03896 18.000 EACH | 210.00000 3780.00| 210.00000 3780.00| 210.00000 3780.00
BOLLARD , FIXED, 6 IN. | | |
SECTION TOTALS | $ 1,510,022.58| $ 1,695,836.53| $ 1,947,551.69
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,510,022.58| $ 1,695,836.53| $ 1,947,551.69
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 210 -7
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BIKE/PEDESTRIAN FACILITIES, ENHANCEMENT
| | |
0001 105-06845 LUMP | 30000.00000 30000.00| |
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 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 102917.51300 102917.51| |
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 100000.00000 100000.00| |
CLEARING RIGHT OF WAY | | |
0010 202-51328 LUMP | 5200.00000 5200.00| |
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0011 203-02000 7721.000 CYS | 35.00000 270235.00| |
EXCAVATION, COMMON | | |
0012 203-02070 4371.000 CYS | 15.30000 66876.30| |
BORROW | | |
0013 205-06931 150.000 TON | 74.80000 11220.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0014 205-06933 4.000 EACH | 137.52000 550.08| |
TEMPORARY DITCH INLET PROTECTION | | |
0015 205-06936 180.000 TON | 75.50000 13590.00| |
TEMPORARY SEDIMENT TRAP | | |
0016 205-06937 38809.000 LFT | 1.69000 65587.21| |
TEMPORARY SILT FENCE | | |
0017 205-09543 215.000 TON | 35.00000 7525.00| |
NO 2 STONE | | |
0018 205-09543 217.000 TON | 35.00000 7595.00| |
NO 2 STONE FOR CONSTRUCTION ENTRANCES | | |
0019 206-51230 20.000 CYS | 56.00000 1120.00| |
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0020 207-08266 53300.000 SYS | 1.50000 79950.00| |
SUBGRADE TREATMENT, TYPE III | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 210 -8
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 211-06467 20.000 CYS | 60.00000 1200.00| |
AGGREGATE FOR END BENT BACKFILL | | |
0022 211-09264 1065.000 CYS | 16.00000 17040.00| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0023 301-07448 16714.000 TON | 19.90000 332608.60| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 303-09533 2828.000 TON | 25.60000 72396.80| |
COARSE AGGREGATE , NO 12 | | |
0025 303-93506 65.000 CYS | 75.00000 4875.00| |
AGGREGATE, 2 | | |
0026 303-93506 105.000 CYS | 75.00000 7875.00| |
AGGREGATE, 2 UNDISTRIBUTED QUANTITY FOR | | |
TURNAROUNDS | | |
0027 402-07432 2782.000 TON | 62.00000 172484.00| |
HMA SURFACE, TYPE A | | |
0028 402-07435 3832.000 TON | 56.00000 214592.00| |
HMA INTERMEDIATE, TYPE A | | |
0029 406-05520 8.500 TON | 1.00000 8.50| |
ASPHALT FOR TACK COAT | | |
0030 502-06457 357.000 SYS | 54.55000 19474.35| |
PCCP, 9 IN | | |
0031 502-06627 96.000 SYS | 49.70000 4771.20| |
PCCP, 6 IN | | |
0032 603-03829 1500.000 LFT | 55.40000 83100.00| |
FENCE VINYL, 72 IN (UNDISTRIBUTED | | |
QUANTITY) | | |
0033 603-06052 2.000 EACH | 850.00000 1700.00| |
FENCE GATE, FARM FIELD, 47 IN X 12FT | | |
0034 603-06060 500.000 LFT | 13.70000 6850.00| |
FENCE, FARM FIELD, RESET | | |
0035 603-06060 500.000 LFT | 13.70000 6850.00| |
FENCE, FARM FIELD, RESET (UNDISTRIBUTED | | |
QUANTITY) | | |
0036 603-09066 500.000 LFT | 27.60000 13800.00| |
FENCE, CHAIN LINK, PVC COATED, 72 IN | | |
(UNDISTRIBUTED QUANTITY) | | |
0037 604-07894 125.000 SYS | 159.00000 19875.00| |
CURB RAMP, CONCRETE, A | | |
0038 616-02320 294.000 SYS | 3.70000 1087.80| |
GEOTEXTILES | | |
0039 616-06405 151.000 TON | 62.50000 9437.50| |
RIPRAP, REVETMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 210 -9
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 616-06451 12.000 TON | 62.50000 750.00| |
RIPRAP, UNIFORM | | |
0041 621-01004 2.000 EACH | 475.00000 950.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0042 621-02770 4367.000 SYS | 1.36000 5939.12| |
EROSION CONTROL BLANKET | | |
0043 621-06545 4.100 TON | 645.00000 2644.50| |
FERTILIZER | | |
0044 621-06553 1369.000 LBS | 4.69000 6420.61| |
SEED MIXTURE, R | | |
0045 621-06565 16.200 TON | 296.00000 4795.20| |
MULCHING MATERIAL | | |
0046 621-06574 2118.000 SYS | 3.38000 7158.84| |
SODDING | | |
0047 622-05650 150.000 EACH | 290.00000 43500.00| |
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN | | |
0048 622-05748 55.000 LFT | 11.50000 632.50| |
TIMBER EDGE BEAM, 2 X 8 | | |
0049 622-05748 52.000 LFT | 108.00000 5616.00| |
TIMBER HANDRAIL | | |
0050 628-09402 26.000 MOS | 1895.00000 49270.00| |
FIELD OFFICE, B | | |
0051 701-04732 10.000 LFT | 355.00000 3550.00| |
PILE TIMBER, POSTING | | |
0052 712-05098 14.000 EACH | 14.00000 196.00| |
TIMBER BACKWALL SPACER POST, 4 X 6 | | |
0053 712-05098 5.000 EACH | 305.00000 1525.00| |
TIMBER BEAM, 4 X 8 X 17'-0" | | |
0054 712-05098 6.000 EACH | 515.00000 3090.00| |
TIMBER BEAM, 4 X 8 X 21'-0" | | |
0055 712-05098 2.000 EACH | 325.00000 650.00| |
TIMBER BEAM, 8 X 8 X 10'-0" | | |
0056 712-94080 393.000 SFT | 15.15000 5953.95| |
TIMBER DECK PLANKING, 2 X 6 | | |
0057 715-04611 3.000 EACH | 249.00000 747.00| |
SAFETY METAL END SECTION, 4:1, 12 IN | | |
0058 715-05032 1163.000 LFT | 46.50000 54079.50| |
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0059 715-05118 120.000 LFT | 35.80000 4296.00| |
PIPE, TYPE 1, CIRCULAR, 12 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 210 -10
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 715-05119 180.000 LFT | 41.25000 7425.00| |
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0061 715-05121 26.000 LFT | 49.60000 1289.60| |
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0062 715-05123 68.000 LFT | 52.20000 3549.60| |
PIPE, TYPE 1, CIRCULAR, 24 IN | | |
0063 715-05407 56.000 LFT | 12.00000 672.00| |
PIPE, END BENT DRAIN, 6 IN | | |
0064 715-05597 3.000 LFT | 268.00000 804.00| |
PIPE EXTENSION, CIRCULAR, 24 IN | | |
0065 715-05757 3.000 LFT | 343.00000 1029.00| |
PIPE EXTENSION, CIRCULAR, 36 IN | | |
0066 715-46000 7.000 EACH | 374.00000 2618.00| |
PIPE END SECTION, 12 IN | | |
0067 715-46005 8.000 EACH | 440.00000 3520.00| |
PIPE END SECTION, 15 IN | | |
0068 715-46010 2.000 EACH | 500.00000 1000.00| |
PIPE END SECTION, 18 IN | | |
0069 715-46020 5.000 EACH | 779.00000 3895.00| |
PIPE END SECTION, 24 IN | | |
0070 715-46040 1.000 EACH | 1257.00000 1257.00| |
PIPE END SECTION, 36 IN | | |
0071 720-45235 2.000 EACH | 1259.00000 2518.00| |
CATCH BASIN, E7 | | |
0072 720-45410 2.000 EACH | 2370.00000 4740.00| |
MANHOLE, C4 | | |
0073 801-03290 30.000 EACH | 130.00000 3900.00| |
CONSTRUCTION SIGN, C | | |
0074 801-03291 8.000 EACH | 60.00000 480.00| |
CONSTRUCTION SIGN, D | | |
0075 801-06640 37.000 EACH | 130.00000 4810.00| |
CONSTRUCTION SIGN, A | | |
0076 801-06775 LUMP | 25000.00000 25000.00| |
MAINTAINING TRAFFIC | | |
0077 801-07118 96.000 LFT | 15.00000 1440.00| |
BARRICADE, III-A | | |
0078 802-03896 12.000 EACH | 800.00000 9600.00| |
BOLLARD , COLAPSIBLE, 6 IN. | | |
0079 802-05704 606.000 LFT | 10.00000 6060.00| |
SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | |
ANCHOR BASE | | |
0080 802-09838 356.000 SFT | 11.00000 3916.00| |
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 210 -11
TABULATION OF BIDS
CALL ORDER : 210 CONTRACT ID : R -29624-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( ) |( )
|PHEND & BROWN INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 808-02977 10.000 EACH | 200.00000 2000.00| |
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
BIKE SYMBOL | | |
0082 808-03114 10.000 EACH | 85.00000 850.00| |
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
(XING) 8 FT | | |
0083 808-03115 10.000 EACH | 85.00000 850.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC (XING), 4 FT | | |
0084 808-03439 240.000 LFT | 5.50000 1320.00| |
TRANSVERSE MARKING THERMOPLASTIC | | |
CROSSWALK, WHITE 24" | | |
0085 808-03632 106.000 LFT | 20.00000 2120.00| |
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0086 808-06609 10.000 EACH | 85.00000 850.00| |
PAVEMENT MESSAGE MARKING, THERMO, WORD, | | |
(HWY), 4 FT | | |
0087 808-75245 400.000 LFT | 2.50000 1000.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0088 808-75297 50.000 LFT | 5.50000 275.00| |
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0089 802-03896 18.000 EACH | 330.00000 5940.00| |
BOLLARD , FIXED, 6 IN. | | |
SECTION TOTALS | $ 2,058,890.27| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,058,890.27| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 220 -1
VENDOR RANKING
CALL ORDER : 220 CONTRACT ID : R -29662-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : ENHANCEMENT POWERHOUSE PRESERVATION COMPLETION DATE : 12/01/10
LOCATION : ALONG THE MILLRACE CANAL SOUTHWEST OF INTERSECTION PROJECT(S) : 9981510
WASHINGTON STREET AND SECOND STREET
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1690004 NORTHERN INDIANA CONSTRUCTION CO INC $ 662,893.68 100.0000%
2 35-1657131 MICHIANA CONTRACTING INC $ 808,631.45 121.9851%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 220 -2
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -29662-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1690004 |( 2 ) 35-1657131 |( )
|NORTHERN INDIANA CONSTRUCTIO |MICHIANA CONTRACTING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENHANCEMENT MILLRACE POWERHOUSE
| | |
0001 105-06845 LUMP | 16600.00000 16600.00| 1320.00000 1320.00|
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 | 32662.53000 32662.53| 24400.00000 24400.00|
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-90788 LUMP | 23320.00000 23320.00| 6380.00000 6380.00|
DEBRIS, REMOVE, STRUCTURE NO | | |
0009 202-02278 145.000 LFT | 8.70000 1261.50| 13.10000 1899.50|
CURB, CONCRETE, REMOVE | | |
0010 202-07553 300.000 CYS | 13.85000 4155.00| 110.00000 33000.00|
REGULATED MATERIALS, REMOVE, Y | | |
0011 202-07554 300.000 CYS | 12.00000 3600.00| 81.00000 24300.00|
REGULATED MATERIALS, TRANSPORT, Y | | |
0012 202-07555 300.000 CYS | 36.95000 11085.00| 135.00000 40500.00|
REGULATED MATERIALS, DISPOSE, TYPE Y | | |
0013 202-52710 9.000 SYS | 19.80000 178.20| 55.00000 495.00|
SIDEWALK, CONCRETE, REMOVE | | |
0014 202-91840 150.000 LFT | 4.65000 697.50| 7.00000 1050.00|
FENCE, CHAIN LINK, REMOVE | | |
0015 202-96022 8.000 EACH | 570.00000 4560.00| 1100.00000 8800.00|
CONCRETE FOUNDATION, REMOVE | | |
0016 203-02000 250.000 CYS | 7.10000 1775.00| 27.50000 6875.00|
EXCAVATION, COMMON | | |
0017 203-02070 250.000 CYS | 15.45000 3862.50| 39.00000 9750.00|
BORROW | | |
0018 206-51230 11.000 CYS | 32.50000 357.50| 28.00000 308.00|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0019 210-04181 6.000 EACH | 925.00000 5550.00| 282.00000 1692.00|
BICYCLE RACK | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 220 -3
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -29662-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1690004 |( 2 ) 35-1657131 |( )
|NORTHERN INDIANA CONSTRUCTIO |MICHIANA CONTRACTING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 211-09266 7.000 CYS | 89.00000 623.00| 50.00000 350.00|
STRUCTURAL BACKFILL, TYPE 3 | | |
0021 302-06464 62.000 CYS | 77.30000 4792.60| 44.00000 2728.00|
SUBBASE FOR PCCP , FOR PAVERS | | |
0022 306-08034 250.000 SYS | 11.10000 2775.00| 15.00000 3750.00|
MILLING, ASPHALT, 1 1/2 IN | | |
0023 402-07432 50.000 TON | 58.50000 2925.00| 92.00000 4600.00|
HMA SURFACE, TYPE A | | |
0024 406-05520 1.000 TON | 200.00000 200.00| 550.00000 550.00|
ASPHALT FOR TACK COAT | | |
0025 603-03829 150.000 LFT | 30.75000 4612.50| 80.00000 12000.00|
FENCE , DECORATIVE, 48 IN | | |
0026 603-03829 150.000 LFT | 34.50000 5175.00| 90.00000 13500.00|
FENCE , DECORATIVE, 72 IN | | |
0027 603-04244 4.000 EACH | 18900.00000 75600.00| 11600.00000 46400.00|
GATE , CONTROL, REMOVE AND REPLACE | | |
0028 603-97461 300.000 LFT | 7.10000 2130.00| 12.00000 3600.00|
TEMP FENCE , CONSTRUCTION | | |
0029 604-07092 62.000 TON | 59.50000 3689.00| 95.00000 5890.00|
BED COURSE MATERIAL , FOR PAVERS | | |
0030 604-07569 555.000 SYS | 44.10000 24475.50| 51.00000 28305.00|
PAVERS , DECORATIVE | | |
0031 604-95344 15.000 LFT | 114.00000 1710.00| 53.00000 795.00|
HANDRAIL, PEDESTRIAN | | |
0032 615-97672 4.000 EACH | 1105.00000 4420.00| 1085.00000 4340.00|
TRASH RECEPTACLE | | |
0033 621-06554 50.000 LBS | 8.45000 422.50| 15.00000 750.00|
SEED MIXTURE, U | | |
0034 622-05649 4.000 EACH | 1160.00000 4640.00| 1950.00000 7800.00|
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN | | |
0035 622-07529 LUMP | 60000.00000 60000.00| 66400.00000 66400.00|
SCULPTURE , | | |
0036 628-09401 6.000 MOS | 2270.00000 13620.00| 1330.00000 7980.00|
FIELD OFFICE, A | | |
0037 628-09407 6.000 MOS | 550.00000 3300.00| 330.00000 1980.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0038 701-09556 4.000 EACH | 2975.00000 11900.00| 3900.00000 15600.00|
PILE, HELICAL | | |
0039 702-51863 12.000 EACH | 22.70000 272.40| 16.50000 198.00|
FIELD DRILLED HOLE IN CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 220 -4
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -29662-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1690004 |( 2 ) 35-1657131 |( )
|NORTHERN INDIANA CONSTRUCTIO |MICHIANA CONTRACTING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 702-90915 10.400 CYS | 570.00000 5928.00| 1320.00000 13728.00|
CONCRETE, CLASS A | | |
0041 703-06029 683.000 LBS | 1.45000 990.35| 1.65000 1126.95|
REINFORCING BARS, EPOXY COATED | | |
0042 709-07110 120.000 SFT | 5.90000 708.00| 5.50000 660.00|
SEAL COAT, GRAFFITI RESISTANT | | |
0043 709-51821 LUMP | 3.60000 3.60| 6300.00000 6300.00|
SURFACE SEAL | | |
0044 710-09158 1000.000 SFT | 32.80000 32800.00| 83.00000 83000.00|
PATCHING CONCRETE STRUCTURES | | |
0045 711-03973 LUMP | 134205.00000 134205.00| 108600.00000 108600.00|
BUILDING ARCHITECTURAL , EXTERIOR | | |
RENOVATIONS | | |
0046 711-03973 LUMP | 27320.00000 27320.00| 106200.00000 106200.00|
BUILDING ARCHITECTURAL , INTERIOR | | |
RENOVATIONS | | |
0047 711-03973 LUMP | 32285.00000 32285.00| 4950.00000 4950.00|
BUILDING ARCHITECTURAL , SITE DEMOLITIO | | |
0048 712-03812 5.000 EACH | 1270.00000 6350.00| 1355.00000 6775.00|
BENCH | | |
0049 715-08394 1.000 EACH | 25500.00000 25500.00| 12870.00000 12870.00|
TRASH RACK , REMOVE AND REPLACE | | |
0050 801-06625 5.000 EACH | 55.00000 275.00| 60.00000 300.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0051 801-06645 4.000 EACH | 60.00000 240.00| 66.00000 264.00|
CONSTRUCTION SIGN, B | | |
0052 801-07118 24.000 LFT | 10.00000 240.00| 11.00000 264.00|
BARRICADE, III-A | | |
0053 805-96014 120.000 LFT | 45.00000 5400.00| 6.00000 720.00|
SAW CUT, FULL DEPTH | | |
0054 807-02857 1.000 EACH | 1300.00000 1300.00| 325.00000 325.00|
CIRCUIT BREAKER PANEL | | |
0055 807-03802 5.000 EACH | 454.00000 2270.00| 325.00000 1625.00|
LIGHT STANDARDS , INSTALL | | |
CONTRACTOR-FURNISHED TYPE A1 | | |
0056 807-03802 4.000 EACH | 1551.25000 6205.00| 1200.00000 4800.00|
LIGHT STANDARDS , INSTALL | | |
CONTRACTOR-FURNISHED TYPE A2 | | |
0057 807-86898 250.000 LFT | 7.54000 1885.00| 3.15000 787.50|
CONDUIT, STEEL, GALVANIZED, 0.75 IN | | |
0058 807-95889 600.000 LFT | 0.67000 402.00| 0.55000 330.00|
WIRE, NO. 10 COPPER, 1C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 220 -5
TABULATION OF BIDS
CALL ORDER : 220 CONTRACT ID : R -29662-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1690004 |( 2 ) 35-1657131 |( )
|NORTHERN INDIANA CONSTRUCTIO |MICHIANA CONTRACTING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 603-04244 2.000 EACH | 20500.00000 41000.00| 32600.00000 65200.00|
GATE , CONTROL, MECHANICAL, REMOVE AND | | |
RESET | | |
0060 621-01004 1.000 EACH | 385.00000 385.00| 520.00000 520.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0061 621-06545 0.050 TON | 2110.00000 105.50| 7370.00000 368.50|
FERTILIZER | | |
0062 621-06565 0.300 TON | 480.00000 144.00| 2090.00000 627.00|
MULCHING MATERIAL | | |
SECTION TOTALS | $ 662,893.68| $ 808,631.45| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 662,893.68| $ 808,631.45| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 230 -1
VENDOR RANKING
CALL ORDER : 230 CONTRACT ID : R -29674-A COUNTIES : MIAMI
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : ROAD REHABILITATION COMPLETION DATE : 06/30/11
LOCATION : ON BUSINESS US 31 FROM 835 LFT EAST OF US 31 TO 120 LFT PROJECT(S) : 0500016
WEST OF WEST AIRPORT ROAD
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 1,821,032.66 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,875,039.01 102.9657%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 230 -2
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29674-A COUNTIES : MIAMI
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD REHABILITATION
| | |
0001 105-06845 LUMP | 13200.00000 13200.00| 20000.00000 20000.00|
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 109-08443 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 86500.00000 86500.00| 93000.00000 93000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 16000.00000 16000.00| 37000.00000 37000.00|
CLEARING RIGHT OF WAY | | |
0010 202-02240 14120.000 SYS | 4.15000 58598.00| 6.00000 84720.00|
PAVEMENT REMOVAL | | |
0011 202-02241 129.000 LFT | 13.00000 1677.00| 6.00000 774.00|
GUARDRAIL, REMOVE | | |
0012 202-02928 1.000 EACH | 500.00000 500.00| 360.00000 360.00|
CATCH BASIN, REMOVE | | |
0013 202-51328 LUMP | 3500.00000 3500.00| 2000.00000 2000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , NO | | |
46 | | |
0014 202-51328 LUMP | 8700.00000 8700.00| 2000.00000 2000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , NO | | |
9 | | |
0015 202-96133 1785.000 LFT | 12.00000 21420.00| 14.00000 24990.00|
PIPE, REMOVE | | |
0016 203-02000 8175.000 CYS | 11.50000 94012.50| 18.00000 147150.00|
EXCAVATION, COMMON | | |
0017 205-03371 20.000 CYS | 50.00000 1000.00| 42.00000 840.00|
SEDIMENT, REMOVE | | |
0018 205-06931 99.000 TON | 55.00000 5445.00| 39.00000 3861.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 230 -3
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29674-A COUNTIES : MIAMI
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06932 117.000 LFT | 12.30000 1439.10| 14.00000 1638.00|
TEMPORARY CHECK DAM, STRAW BALES | | |
0020 205-06934 2.400 TON | 630.00000 1512.00| 630.00000 1512.00|
TEMPORARY MULCHING | | |
0021 205-06936 42.000 TON | 60.00000 2520.00| 39.00000 1638.00|
TEMPORARY SEDIMENT TRAP | | |
0022 205-06937 900.000 LFT | 1.70000 1530.00| 1.70000 1530.00|
TEMPORARY SILT FENCE | | |
0023 205-09543 100.000 TON | 30.00000 3000.00| 14.00000 1400.00|
NO 2 STONE | | |
0024 207-08263 20513.000 SYS | 11.85000 243079.05| 11.00000 225643.00|
SUBGRADE TREATMENT, TYPE IA | | |
0025 207-08267 2719.200 SYS | 17.50000 47586.00| 9.00000 24472.80|
SUBGRADE TREATMENT, TYPE IIIA | | |
0026 211-09264 473.200 CYS | 35.00000 16562.00| 18.50000 8754.20|
STRUCTURAL BACKFILL, TYPE 1 | | |
0027 211-09265 637.800 CYS | 36.00000 22960.80| 24.00000 15307.20|
STRUCTURAL BACKFILL, TYPE 2 | | |
0028 301-07448 1870.200 TON | 14.00000 26182.80| 13.00000 24312.60|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0029 303-01180 2435.500 TON | 14.00000 34097.00| 11.75000 28617.13|
COMPACTED AGGREGATE, NO. 53 | | |
0030 401-07320 324.400 TON | 66.00000 21410.40| 62.00000 20112.80|
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0031 401-07327 1218.600 TON | 54.00000 65804.40| 62.00000 75553.20|
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0032 401-07397 2052.400 TON | 42.00000 86200.80| 42.00000 86200.80|
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0033 401-07406 973.200 TON | 43.00000 41847.60| 47.00000 45740.40|
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0034 401-07423 4816.100 TON | 40.00000 192644.00| 42.00000 202276.20|
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0035 401-07429 1972.900 TON | 42.00000 82861.80| 50.00000 98645.00|
QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | |
0 mm | | |
0036 406-05520 17.890 TON | 100.00000 1789.00| 10.00000 178.90|
ASPHALT FOR TACK COAT | | |
0037 601-01848 3.000 EACH | 2000.00000 6000.00| 2035.00000 6105.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0038 601-91198 11.000 EACH | 250.00000 2750.00| 420.00000 4620.00|
GUARDRAIL POST, MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 230 -4
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29674-A COUNTIES : MIAMI
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 601-94689 3.000 EACH | 2800.00000 8400.00| 2345.00000 7035.00|
GUARDRAIL END TREATMENT, OS | | |
0040 601-99105 137.500 LFT | 26.00000 3575.00| 17.60000 2420.00|
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0041 601-99106 212.500 LFT | 32.00000 6800.00| 33.60000 7140.00|
GUARDRAIL, W BEAM, 3 FT 1.5 IN SPACING | | |
0042 610-07486 277.300 TON | 112.00000 31057.60| 71.00000 19688.30|
HMA FOR APPROACHES, TYPE A | | |
0043 610-07487 1220.900 TON | 88.00000 107439.20| 75.00000 91567.50|
HMA FOR APPROACHES, TYPE B | | |
0044 610-08446 126.000 SYS | 43.50000 5481.00| 43.00000 5418.00|
PCCP FOR APPROACHES, 6 IN | | |
0045 610-09108 65.900 SYS | 55.70000 3670.63| 78.00000 5140.20|
PCCP FOR APPROACHES, 9 IN | | |
0046 611-06497 13.000 EACH | 140.00000 1820.00| 167.00000 2171.00|
MAILBOX ASSEMBLY, SINGLE | | |
0047 611-06498 4.000 EACH | 170.00000 680.00| 334.00000 1336.00|
MAILBOX ASSEMBLY, DOUBLE | | |
0048 615-06490 4.000 EACH | 160.00000 640.00| 166.00000 664.00|
RIGHT OF WAY MARKER | | |
0049 615-06505 6.000 EACH | 700.00000 4200.00| 580.00000 3480.00|
MONUMENT, B | | |
0050 616-02320 542.800 SYS | 4.00000 2171.20| 1.75000 949.90|
GEOTEXTILES | | |
0051 616-05688 112.000 TON | 60.00000 6720.00| 43.50000 4872.00|
RIPRAP, CLASS 1 | | |
0052 616-06405 143.200 TON | 40.00000 5728.00| 20.00000 2864.00|
RIPRAP, REVETMENT | | |
0053 621-01004 4.000 EACH | 200.00000 800.00| 200.00000 800.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0054 621-06545 1.400 TON | 605.00000 847.00| 605.00000 847.00|
FERTILIZER | | |
0055 621-06553 148.000 LBS | 5.68000 840.64| 5.68000 840.64|
SEED MIXTURE, R | | |
0056 621-06565 1.800 TON | 485.00000 873.00| 485.00000 873.00|
MULCHING MATERIAL | | |
0057 621-06574 1389.000 SYS | 3.45000 4792.05| 3.45000 4792.05|
SODDING | | |
0058 622-52436 4.000 EACH | 40.00000 160.00| 40.00000 160.00|
SIGN, DO NOT MOW OR SPRAY | | |
0059 628-09401 9.000 MOS | 2000.00000 18000.00| 1650.00000 14850.00|
FIELD OFFICE, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 230 -5
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29674-A COUNTIES : MIAMI
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 714-08514 540.000 SFT | 102.75000 55485.00| 65.00000 35100.00|
WINGWALL | | |
0061 714-09726 13.000 SFT | 681.75000 8862.75| 0.01000 0.13|
HEADWALL | | |
0062 714-94664 15.000 LFT | 670.00000 10050.00| 335.00000 5025.00|
STRUCTURE, PRECAST, RC, BOX SECTION 3FT | | |
X 3FT | | |
0063 715-05048 8200.000 LFT | 3.75000 30750.00| 7.50000 61500.00|
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0064 715-05053 489.000 LFT | 14.00000 6846.00| 37.50000 18337.50|
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0065 715-05119 141.000 LFT | 72.50000 10222.50| 29.00000 4089.00|
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0066 715-05149 10.000 LFT | 75.00000 750.00| 40.00000 400.00|
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0067 715-05151 172.000 LFT | 38.00000 6536.00| 58.00000 9976.00|
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0068 715-05152 278.000 LFT | 39.00000 10842.00| 57.00000 15846.00|
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0069 715-05154 135.000 LFT | 60.00000 8100.00| 60.00000 8100.00|
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0070 715-05169 625.000 LFT | 38.00000 23750.00| 33.00000 20625.00|
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0071 715-05171 558.000 LFT | 39.00000 21762.00| 56.00000 31248.00|
PIPE, TYPE 3, CIRCULAR, 18 IN | | |
0072 715-05173 276.000 LFT | 55.00000 15180.00| 57.00000 15732.00|
PIPE, TYPE 3, CIRCULAR, 24 IN | | |
0073 715-05422 142.000 LFT | 75.00000 10650.00| 65.00000 9230.00|
PIPE, SLOTTED DRAIN, 12 IN | | |
0074 715-09064 530.000 LFT | 4.72000 2501.60| 3.50000 1855.00|
VIDEO INSPECTION FOR PIPE | | |
0075 715-46005 32.000 EACH | 200.00000 6400.00| 200.00000 6400.00|
PIPE END SECTION, 15 IN | | |
0076 715-46010 18.000 EACH | 225.00000 4050.00| 210.00000 3780.00|
PIPE END SECTION, 18 IN | | |
0077 715-46020 4.000 EACH | 450.00000 1800.00| 540.00000 2160.00|
PIPE END SECTION, 24 IN | | |
0078 718-06529 18.000 EACH | 730.00000 13140.00| 45.00000 810.00|
OUTLET PROTECTOR, 2 | | |
0079 718-06532 3000.000 LFT | 0.85000 2550.00| 1.00000 3000.00|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0080 718-52610 546.000 CYS | 27.00000 14742.00| 17.50000 9555.00|
AGGREGATE FOR UNDERDRAINS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 230 -6
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29674-A COUNTIES : MIAMI
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 718-99153 6703.000 SYS | 1.10000 7373.30| 0.50000 3351.50|
GEOTEXTILES FOR UNDERDRAIN | | |
0082 720-44000 14.000 EACH | 325.00000 4550.00| 150.00000 2100.00|
CASTING, ADJUST TO GRADE | | |
0083 720-45035 1.000 EACH | 1000.00000 1000.00| 1100.00000 1100.00|
INLET, F7 | | |
0084 720-45410 3.000 EACH | 1500.00000 4500.00| 1300.00000 3900.00|
MANHOLE, C4 | | |
0085 720-91352 3.000 EACH | 1275.00000 3825.00| 1200.00000 3600.00|
CATCH BASIN, F7 | | |
0086 723-06927 24.000 LFT | 3050.00000 73200.00| 3500.00000 84000.00|
STRUCTURE, PRECAST THREE-SIDED, , 132 | | |
IN. X 102 IN. | | |
0087 801-03290 3.000 EACH | 150.00000 450.00| 150.00000 450.00|
CONSTRUCTION SIGN, C | | |
0088 801-04308 7.000 EACH | 210.00000 1470.00| 210.00000 1470.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0089 801-06203 17306.000 LFT | 0.20000 3461.20| 0.20000 3461.20|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0090 801-06216 54.000 LFT | 10.00000 540.00| 10.00000 540.00|
TEMPORARY TRANSVERSE PAVEMENT MARKING | | |
24" | | |
0091 801-06625 12.000 EACH | 90.00000 1080.00| 90.00000 1080.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0092 801-06640 15.000 EACH | 110.00000 1650.00| 110.00000 1650.00|
CONSTRUCTION SIGN, A | | |
0093 801-06775 LUMP | 6800.00000 6800.00| 7347.91000 7347.91|
MAINTAINING TRAFFIC | | |
0094 801-07118 144.000 LFT | 11.00000 1584.00| 11.00000 1584.00|
BARRICADE, III-A | | |
0095 801-07119 108.000 LFT | 11.00000 1188.00| 11.00000 1188.00|
BARRICADE, III-B | | |
0096 802-05701 230.500 LFT | 16.00000 3688.00| 18.00000 4149.00|
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0097 802-07059 22.000 EACH | 50.00000 1100.00| 59.00000 1298.00|
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0098 802-09837 23.500 SFT | 26.00000 611.00| 34.00000 799.00|
SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | |
0.080 IN THICKNESS | | |
0099 802-09838 87.000 SFT | 17.00000 1479.00| 24.00000 2088.00|
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 230 -7
TABULATION OF BIDS
CALL ORDER : 230 CONTRACT ID : R -29674-A COUNTIES : MIAMI
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( )
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 802-09840 63.000 SFT | 18.00000 1134.00| 20.00000 1260.00|
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0101 808-06701 448.000 LFT | 0.30000 134.40| 0.30000 134.40|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0102 808-06703 9480.000 LFT | 0.30000 2844.00| 0.30000 2844.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0103 808-06716 17629.000 LFT | 0.01000 176.29| 0.50000 8814.50|
LINE, REMOVE | | |
0104 808-75245 7826.000 LFT | 0.30000 2347.80| 0.30000 2347.80|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0105 808-75260 330.000 LFT | 2.50000 825.00| 2.50000 825.00|
TRANSVERSE MARKING THERMOPLASTIC, SOLID | | |
CROSSHATCH LINE, WHITE, 12" | | |
0106 808-75278 117.000 LFT | 2.50000 292.50| 2.50000 292.50|
TRANSVERSE MARKING, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12" | | |
0107 808-75297 54.000 LFT | 5.00000 270.00| 5.00000 270.00|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0108 808-75320 3.000 EACH | 75.00000 225.00| 75.00000 225.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0109 808-92027 705.000 LFT | 1.75000 1233.75| 1.75000 1233.75|
LINE, THERMO, SOLID, YELLOW, 8 IN | | |
SECTION TOTALS | $ 1,821,032.66| $ 1,875,039.01| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,821,032.66| $ 1,875,039.01| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 240 -1
VENDOR RANKING
CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 11/20/10
LOCATION : ON SR 135 AT SR 335 PROJECT(S) : 0100752
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 465,000.00 100.0000%
2 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 630,900.10 135.6774%
3 35-1487672 MAC CONSTRUCTION & EXCAVATING $ 651,000.00 140.0000%
4 35-2040699 EXCEL EXCAVATING INC $ 811,688.91 174.5568%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 240 -2
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1004746 |( 3 ) 35-1487672
|GOHMANN ASPHALT & CONSTRUCTI |TEMPLE & TEMPLE EXCAVATING & |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVMENT
| | |
0001 105-06845 LUMP | 6200.00000 6200.00| 7000.00000 7000.00| 12000.00000 12000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| 175.00000 350.00| 200.00000 400.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 100.00000 1200.00| 90.00000 1080.00| 150.00000 1800.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 22000.00000 22000.00| 17750.00000 17750.00| 30436.00000 30436.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 9000.00000 9000.00| 715.00000 715.00| 25000.00000 25000.00
CLEARING RIGHT OF WAY | | |
0013 202-74045 13.000 EACH | 25.00000 325.00| 35.00000 455.00| 100.00000 1300.00
SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | |
0014 202-91840 172.000 LFT | 6.00000 1032.00| 5.00000 860.00| 5.00000 860.00
FENCE, CHAIN LINK, REMOVE | | |
0015 203-02000 2045.000 CYS | 11.50000 23517.50| 21.00000 42945.00| 22.00000 44990.00
EXCAVATION, COMMON | | |
0016 203-02070 212.000 CYS | 4.00000 848.00| 17.00000 3604.00| 22.00000 4664.00
BORROW | | |
0017 205-03371 20.000 CYS | 12.00000 240.00| 235.00000 4700.00| 25.00000 500.00
SEDIMENT, REMOVE | | |
0018 205-06931 56.000 TON | 38.00000 2128.00| 25.00000 1400.00| 26.00000 1456.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0019 205-06932 60.000 LFT | 12.00000 720.00| 17.00000 1020.00| 8.00000 480.00
TEMPORARY CHECK DAM, STRAW BALES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 240 -3
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1004746 |( 3 ) 35-1487672
|GOHMANN ASPHALT & CONSTRUCTI |TEMPLE & TEMPLE EXCAVATING & |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06937 2476.000 LFT | 2.00000 4952.00| 1.50000 3714.00| 1.00000 2476.00
TEMPORARY SILT FENCE | | |
0021 207-08263 4260.000 SYS | 10.00000 42600.00| 18.00000 76680.00| 13.00000 55380.00
SUBGRADE TREATMENT, TYPE IA | | |
0022 207-08267 732.000 SYS | 6.50000 4758.00| 9.00000 6588.00| 13.00000 9516.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 211-09264 6.000 CYS | 55.00000 330.00| 21.00000 126.00| 20.00000 120.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0024 303-01180 5263.000 TON | 13.50000 71050.50| 13.00000 68419.00| 19.50000 102628.50
COMPACTED AGGREGATE, NO. 53 | | |
0025 306-08034 4652.000 SYS | 1.00000 4652.00| 3.00000 13956.00| 2.00000 9304.00
MILLING, ASPHALT, 1 1/2 IN | | |
0026 306-08043 590.000 SYS | 6.00000 3540.00| 3.00000 1770.00| 3.00000 1770.00
MILLING, TRANSITION | | |
0027 401-07407 1881.000 TON | 44.00000 82764.00| 61.00000 114741.00| 48.00000 90288.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0028 402-07433 734.000 TON | 54.00000 39636.00| 64.00000 46976.00| 50.00000 36700.00
HMA SURFACE, TYPE B | | |
0029 402-07438 470.000 TON | 44.00000 20680.00| 65.00000 30550.00| 74.00000 34780.00
HMA INTERMEDIATE, TYPE B | | |
0030 406-05520 5.100 TON | 500.00000 2550.00| 1075.00000 5482.50| 600.00000 3060.00
ASPHALT FOR TACK COAT | | |
0031 603-01932 144.000 LFT | 45.00000 6480.00| 53.00000 7632.00| 40.00000 5760.00
FENCE, CHAIN LINK, 96 IN | | |
0032 610-07486 102.000 TON | 82.00000 8364.00| 85.00000 8670.00| 93.00000 9486.00
HMA FOR APPROACHES, TYPE A | | |
0033 611-06497 2.000 EACH | 115.00000 230.00| 188.00000 376.00| 115.00000 230.00
MAILBOX ASSEMBLY, SINGLE | | |
0034 615-06490 11.000 EACH | 115.00000 1265.00| 176.00000 1936.00| 115.00000 1265.00
RIGHT OF WAY MARKER | | |
0035 615-06505 1.000 EACH | 595.00000 595.00| 940.00000 940.00| 595.00000 595.00
MONUMENT, B | | |
0036 616-02320 323.000 SYS | 2.00000 646.00| 3.40000 1098.20| 2.00000 646.00
GEOTEXTILES | | |
0037 616-06451 200.000 TON | 22.00000 4400.00| 21.00000 4200.00| 26.00000 5200.00
RIPRAP, UNIFORM | | |
0038 621-01004 2.000 EACH | 200.00000 400.00| 725.00000 1450.00| 200.00000 400.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0039 621-01660 7414.000 SYS | 0.29000 2150.06| 0.50000 3707.00| 0.29000 2150.06
MULCHED SEEDING, LEGUME, 2 | | |
0040 621-06545 1.000 TON | 425.00000 425.00| 735.00000 735.00| 425.00000 425.00
FERTILIZER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 240 -4
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1004746 |( 3 ) 35-1487672
|GOHMANN ASPHALT & CONSTRUCTI |TEMPLE & TEMPLE EXCAVATING & |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 621-06567 5.000 kGAL | 5.00000 25.00| 1.20000 6.00| 5.00000 25.00
WATER | | |
0042 621-06574 1106.000 SYS | 3.00000 3318.00| 3.00000 3318.00| 3.00000 3318.00
SODDING | | |
0043 621-06575 1294.000 SYS | 3.00000 3882.00| 3.00000 3882.00| 3.00000 3882.00
SODDING, NURSERY | | |
0044 628-09401 6.000 MOS | 2200.00000 13200.00| 1900.00000 11400.00| 1800.00000 10800.00
FIELD OFFICE, A | | |
0045 628-09407 6.000 MOS | 400.00000 2400.00| 235.00000 1410.00| 200.00000 1200.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0046 715-05169 84.000 LFT | 34.00000 2856.00| 25.00000 2100.00| 40.00000 3360.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0047 715-46005 4.000 EACH | 500.00000 2000.00| 380.00000 1520.00| 400.00000 1600.00
PIPE END SECTION, 15 IN | | |
0048 801-01504 3.000 EACH | 50.00000 150.00| 94.00000 282.00| 50.00000 150.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
LANE INDICATION ARROW | | |
0049 801-03290 3.000 EACH | 275.00000 825.00| 300.00000 900.00| 275.00000 825.00
CONSTRUCTION SIGN, C | | |
0050 801-06203 19654.000 LFT | 0.28000 5503.12| 0.40000 7861.60| 0.28000 5503.12
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0051 801-06207 3000.000 LFT | 1.50000 4500.00| 1.00000 3000.00| 1.00000 3000.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0052 801-06640 38.000 EACH | 115.00000 4370.00| 125.00000 4750.00| 115.00000 4370.00
CONSTRUCTION SIGN, A | | |
0053 801-06645 6.000 EACH | 60.00000 360.00| 58.00000 348.00| 60.00000 360.00
CONSTRUCTION SIGN, B | | |
0054 801-06775 LUMP | 10699.70000 10699.70| 35500.00000 35500.00| 33812.20000 33812.20
MAINTAINING TRAFFIC | | |
0055 801-07118 120.000 LFT | 21.00000 2520.00| 13.00000 1560.00| 21.00000 2520.00
BARRICADE, III-A | | |
0056 801-08401 1552.000 LFT | 16.00000 24832.00| 32.00000 49664.00| 42.00000 65184.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0059 802-07060 2.000 EACH | 145.00000 290.00| 176.00000 352.00| 145.00000 290.00
SIGN, SHEET, RELOCATE | | |
0060 802-09838 95.000 SFT | 17.00000 1615.00| 24.00000 2280.00| 17.00000 1615.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0061 802-09840 21.000 SFT | 19.00000 399.00| 24.00000 504.00| 19.00000 399.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 240 -5
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1004746 |( 3 ) 35-1487672
|GOHMANN ASPHALT & CONSTRUCTI |TEMPLE & TEMPLE EXCAVATING & |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 808-06703 4874.000 LFT | 0.44000 2144.56| 0.90000 4386.60| 0.44000 2144.56
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0063 808-75240 40.000 LFT | 0.44000 17.60| 3.00000 120.00| 0.44000 17.60
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0064 808-75245 3124.000 LFT | 0.44000 1374.56| 0.80000 2499.20| 0.44000 1374.56
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0065 808-75297 66.000 LFT | 5.90000 389.40| 7.00000 462.00| 5.90000 389.40
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0066 808-75320 2.000 EACH | 70.00000 140.00| 150.00000 300.00| 70.00000 140.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0067 808-75325 2.000 EACH | 75.00000 150.00| 200.00000 400.00| 75.00000 150.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0068 808-75996 24.000 EACH | 10.00000 240.00| 78.00000 1872.00| 66.00000 1584.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0069 808-75998 40.000 EACH | 61.88000 2475.20| 73.00000 2920.00| 61.88000 2475.20
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0070 802-05701 405.000 LFT | 10.96000 4438.80| 14.00000 5670.00| 10.96000 4438.80
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
SECTION TOTALS | $ 465,000.00| $ 630,900.10| $ 651,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 465,000.00| $ 630,900.10| $ 651,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 240 -6
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-2040699 |( ) |( )
|EXCEL EXCAVATING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVMENT
| | |
0001 105-06845 LUMP | 8640.00000 8640.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 300.00000 600.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 600.00000 7200.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 28660.00000 28660.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 93653.00000 93653.00| |
CLEARING RIGHT OF WAY | | |
0013 202-74045 13.000 EACH | 207.75000 2700.75| |
SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | |
0014 202-91840 172.000 LFT | 17.10000 2941.20| |
FENCE, CHAIN LINK, REMOVE | | |
0015 203-02000 2045.000 CYS | 26.20000 53579.00| |
EXCAVATION, COMMON | | |
0016 203-02070 212.000 CYS | 43.65000 9253.80| |
BORROW | | |
0017 205-03371 20.000 CYS | 134.00000 2680.00| |
SEDIMENT, REMOVE | | |
0018 205-06931 56.000 TON | 66.00000 3696.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0019 205-06932 60.000 LFT | 16.50000 990.00| |
TEMPORARY CHECK DAM, STRAW BALES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 240 -7
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-2040699 |( ) |( )
|EXCEL EXCAVATING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06937 2476.000 LFT | 1.35000 3342.60| |
TEMPORARY SILT FENCE | | |
0021 207-08263 4260.000 SYS | 14.40000 61344.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0022 207-08267 732.000 SYS | 14.25000 10431.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 211-09264 6.000 CYS | 118.50000 711.00| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0024 303-01180 5263.000 TON | 18.45000 97102.35| |
COMPACTED AGGREGATE, NO. 53 | | |
0025 306-08034 4652.000 SYS | 3.70000 17212.40| |
MILLING, ASPHALT, 1 1/2 IN | | |
0026 306-08043 590.000 SYS | 5.35000 3156.50| |
MILLING, TRANSITION | | |
0027 401-07407 1881.000 TON | 49.60000 93297.60| |
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0028 402-07433 734.000 TON | 66.25000 48627.50| |
HMA SURFACE, TYPE B | | |
0029 402-07438 470.000 TON | 55.45000 26061.50| |
HMA INTERMEDIATE, TYPE B | | |
0030 406-05520 5.100 TON | 639.00000 3258.90| |
ASPHALT FOR TACK COAT | | |
0031 603-01932 144.000 LFT | 54.20000 7804.80| |
FENCE, CHAIN LINK, 96 IN | | |
0032 610-07486 102.000 TON | 109.95000 11214.90| |
HMA FOR APPROACHES, TYPE A | | |
0033 611-06497 2.000 EACH | 150.00000 300.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0034 615-06490 11.000 EACH | 183.00000 2013.00| |
RIGHT OF WAY MARKER | | |
0035 615-06505 1.000 EACH | 1025.00000 1025.00| |
MONUMENT, B | | |
0036 616-02320 323.000 SYS | 4.25000 1372.75| |
GEOTEXTILES | | |
0037 616-06451 200.000 TON | 27.50000 5500.00| |
RIPRAP, UNIFORM | | |
0038 621-01004 2.000 EACH | 676.50000 1353.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0039 621-01660 7414.000 SYS | 0.50000 3707.00| |
MULCHED SEEDING, LEGUME, 2 | | |
0040 621-06545 1.000 TON | 687.00000 687.00| |
FERTILIZER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 240 -8
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-2040699 |( ) |( )
|EXCEL EXCAVATING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 621-06567 5.000 kGAL | 1.10000 5.50| |
WATER | | |
0042 621-06574 1106.000 SYS | 2.90000 3207.40| |
SODDING | | |
0043 621-06575 1294.000 SYS | 2.90000 3752.60| |
SODDING, NURSERY | | |
0044 628-09401 6.000 MOS | 1678.00000 10068.00| |
FIELD OFFICE, A | | |
0045 628-09407 6.000 MOS | 1195.00000 7170.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0046 715-05169 84.000 LFT | 38.20000 3208.80| |
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0047 715-46005 4.000 EACH | 440.00000 1760.00| |
PIPE END SECTION, 15 IN | | |
0048 801-01504 3.000 EACH | 55.00000 165.00| |
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
LANE INDICATION ARROW | | |
0049 801-03290 3.000 EACH | 302.50000 907.50| |
CONSTRUCTION SIGN, C | | |
0050 801-06203 19654.000 LFT | 0.31000 6092.74| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0051 801-06207 3000.000 LFT | 1.10000 3300.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0052 801-06640 38.000 EACH | 126.50000 4807.00| |
CONSTRUCTION SIGN, A | | |
0053 801-06645 6.000 EACH | 70.15000 420.90| |
CONSTRUCTION SIGN, B | | |
0054 801-06775 LUMP | 37116.00000 37116.00| |
MAINTAINING TRAFFIC | | |
0055 801-07118 120.000 LFT | 23.10000 2772.00| |
BARRICADE, III-A | | |
0056 801-08401 1552.000 LFT | 62.00000 96224.00| |
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0059 802-07060 2.000 EACH | 159.50000 319.00| |
SIGN, SHEET, RELOCATE | | |
0060 802-09838 95.000 SFT | 18.70000 1776.50| |
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0061 802-09840 21.000 SFT | 20.90000 438.90| |
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 240 -9
TABULATION OF BIDS
CALL ORDER : 240 CONTRACT ID : R -29859-A COUNTIES : HARRISON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-2040699 |( ) |( )
|EXCEL EXCAVATING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 808-06703 4874.000 LFT | 0.49000 2388.26| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0063 808-75240 40.000 LFT | 0.49000 19.60| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0064 808-75245 3124.000 LFT | 0.49000 1530.76| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0065 808-75297 66.000 LFT | 6.50000 429.00| |
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0066 808-75320 2.000 EACH | 77.00000 154.00| |
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0067 808-75325 2.000 EACH | 82.50000 165.00| |
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0068 808-75996 24.000 EACH | 72.60000 1742.40| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0069 808-75998 40.000 EACH | 68.10000 2724.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0070 802-05701 405.000 LFT | 12.10000 4900.50| |
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
SECTION TOTALS | $ 811,688.91| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 811,688.91| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 270 -1
VENDOR RANKING
CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : INTESECTION IMPROVEMENT W/NEW SIGNALS COMPLETION DATE : 08/01/11
LOCATION : ON WESTERN AVENUE AT SOUTH WALNUT STREET PROJECT(S) : 0600137
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,562,743.00 100.0000%
2 35-1120685 WALSH & KELLY INC $ 1,574,619.40 100.7600%
3 38-1625197 SELGE CONSTRUCTION CO INC $ 1,673,703.65 107.1004%
4 35-1489621 HRP CONSTRUCTION INC $ 1,794,801.21 114.8494%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 270 -2
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 38-1625197
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT W/ NEW SIGNALS
| | |
0001 105-06845 LUMP | 119998.15000 119998.15| 20000.00000 20000.00| 15000.00000 15000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 125.00000 250.00| 125.00000 250.00| 150.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 125.00000 3000.00| 125.00000 3000.00| 85.00000 2040.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 129000.00000 129000.00| 75000.00000 75000.00| 93200.00000 93200.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-01015 LUMP | 15170.00000 15170.00| 1725.00000 1725.00| 64750.00000 64750.00
CLEARING AND GRUBBING | | |
0012 201-02245 51.000 EACH | 50.00000 2550.00| 50.00000 2550.00| 50.00000 2550.00
TREE, 6 IN, REMOVE | | |
0013 201-02250 3.000 EACH | 125.00000 375.00| 50.00000 150.00| 50.00000 150.00
TREE, 10 IN, REMOVE | | |
0014 201-02255 2.000 EACH | 300.00000 600.00| 150.00000 300.00| 150.00000 300.00
TREE, 18 IN, REMOVE | | |
0015 201-52370 LUMP | 8940.00000 8940.00| 8000.00000 8000.00| 50000.00000 50000.00
CLEARING RIGHT OF WAY | | |
0016 201-91010 1.000 EACH | 475.00000 475.00| 650.00000 650.00| 650.00000 650.00
TREE, 24 IN, REMOVE | | |
0017 201-91011 1.000 EACH | 950.00000 950.00| 1000.00000 1000.00| 1000.00000 1000.00
TREE, 36 IN, REMOVE | | |
0018 201-93091 2.000 EACH | 285.00000 570.00| 75.00000 150.00| 75.00000 150.00
TREE, 15 IN, REMOVE | | |
0019 201-93898 11.000 EACH | 225.00000 2475.00| 75.00000 825.00| 75.00000 825.00
TREE, 12 IN, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 270 -3
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 38-1625197
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-01502 2.000 EACH | 802.96000 1605.92| 400.00000 800.00| 330.00000 660.00
LIGHT STANDARD, REMOVE | | |
0021 202-02240 4139.000 SYS | 5.33000 22060.87| 8.00000 33112.00| 7.75000 32077.25
PAVEMENT REMOVAL | | |
0022 202-02278 2308.000 LFT | 3.06000 7062.48| 5.00000 11540.00| 5.65000 13040.20
CURB, CONCRETE, REMOVE | | |
0023 202-03875 12.000 EACH | 122.00000 1464.00| 200.00000 2400.00| 205.00000 2460.00
CONCRETE STEPS, REMOVE | | |
0024 202-04791 12.000 EACH | 21.67000 260.04| 75.00000 900.00| 205.00000 2460.00
PARKING BARRIER, REMOVE | | |
0025 202-51133 166.000 LFT | 5.24000 869.84| 6.00000 996.00| 15.00000 2490.00
RAILING, REMOVE | | |
0026 202-52710 2078.000 SYS | 1.70000 3532.60| 5.00000 10390.00| 6.40000 13299.20
SIDEWALK, CONCRETE, REMOVE | | |
0027 202-74035 2.000 EACH | 135.00000 270.00| 100.00000 200.00| 100.00000 200.00
SIGN, REMOVE | | |
0028 202-90747 224.000 LFT | 109.00000 24416.00| 80.00000 17920.00| 55.00000 12320.00
RETAINING WALL, REMOVE | | |
0029 202-91385 9.000 EACH | 189.45000 1705.05| 250.00000 2250.00| 110.00000 990.00
INLET, REMOVE | | |
0030 202-91707 1.000 EACH | 100.00000 100.00| 200.00000 200.00| 100.00000 100.00
LIGHT FIXTURE AND CONDUIT, REMOVE | | |
0031 202-91840 147.000 LFT | 3.61000 530.67| 10.00000 1470.00| 10.00000 1470.00
FENCE, CHAIN LINK, REMOVE | | |
0032 202-91922 2.000 EACH | 50.00000 100.00| 250.00000 500.00| 275.00000 550.00
STUMP, REMOVE | | |
0033 202-93047 1.000 EACH | 402.50000 402.50| 900.00000 900.00| 260.00000 260.00
MANHOLE, REMOVE | | |
0034 202-96133 376.000 LFT | 11.70000 4399.20| 10.00000 3760.00| 16.50000 6204.00
PIPE, REMOVE | | |
0035 202-99187 61.000 LFT | 4.35000 265.35| 10.00000 610.00| 10.00000 610.00
FENCE, FARM FIELD, REMOVE | | |
0036 203-02000 9630.000 CYS | 7.00000 67410.00| 15.00000 144450.00| 18.00000 173340.00
EXCAVATION, COMMON | | |
0037 205-02237 40.000 EACH | 154.69000 6187.60| 100.00000 4000.00| 115.00000 4600.00
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0038 205-06935 2.000 EACH | 3200.00000 6400.00| 300.00000 600.00| 1000.00000 2000.00
TEMPORARY SEDIMENT BASIN | | |
0039 205-06937 910.000 LFT | 3.44000 3130.40| 1.68000 1528.80| 2.00000 1820.00
TEMPORARY SILT FENCE | | |
0040 205-08594 90.000 LFT | 2.12000 190.80| 3.00000 270.00| 0.50000 45.00
FILTER SOCK | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 270 -4
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 38-1625197
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 205-09543 100.000 TON | 17.56000 1756.00| 30.00000 3000.00| 29.15000 2915.00
NO 2 STONE | | |
0042 207-08267 53.000 SYS | 12.80000 678.40| 37.00000 1961.00| 25.00000 1325.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0043 207-08268 6380.000 SYS | 15.05000 96019.00| 18.00000 114840.00| 13.55000 86449.00
SUBGRADE TREATMENT, TYPE IV | | |
0044 211-09264 871.000 CYS | 21.41000 18648.11| 16.25000 14153.75| 6.65000 5792.15
STRUCTURAL BACKFILL, TYPE 1 | | |
0045 301-07448 64.000 TON | 33.11000 2119.04| 42.00000 2688.00| 37.20000 2380.80
COMPACTED AGGREGATE, NO. 53, BASE | | |
0046 302-07455 1064.000 CYS | 40.00000 42560.00| 52.00000 55328.00| 46.85000 49848.40
DENSE GRADED SUBBASE | | |
0047 302-08562 14.000 TON | 16.93000 237.02| 30.00000 420.00| 41.00000 574.00
COARSE AGGREGATE, 8 | | |
0048 304-07491 39.000 TON | 150.00000 5850.00| 175.00000 6825.00| 150.00000 5850.00
HMA PATCHING, TYPE C | | |
0049 306-08034 179.000 SYS | 12.48000 2233.92| 20.00000 3580.00| 5.00000 895.00
MILLING, ASPHALT, 1 1/2 IN | | |
0050 402-07434 21.000 TON | 150.00000 3150.00| 175.00000 3675.00| 150.00000 3150.00
HMA SURFACE, TYPE C | | |
0051 502-06328 5246.000 SYS | 46.75000 245250.50| 45.00000 236070.00| 47.30000 248135.80
PCCP, 11 IN | | |
0052 503-05240 3189.000 LFT | 10.75000 34281.75| 10.00000 31890.00| 12.15000 38746.35
D-1 CONTRACTION JOINT | | |
0053 601-09155 2.000 EACH | 29425.00000 58850.00| 29425.00000 58850.00| 29425.00000 58850.00
IMPACT ATTENUATOR, CR2, W1, TL-3 | | |
0054 604-07894 49.000 SYS | 90.00000 4410.00| 90.00000 4410.00| 83.35000 4084.15
CURB RAMP, CONCRETE, A | | |
0055 604-07901 38.000 SYS | 90.00000 3420.00| 90.00000 3420.00| 110.35000 4193.30
CURB RAMP, CONCRETE, G | | |
0056 604-07902 5.000 SYS | 90.00000 450.00| 90.00000 450.00| 110.35000 551.75
CURB RAMP, CONCRETE, H | | |
0057 604-07904 20.000 SYS | 90.00000 1800.00| 125.00000 2500.00| 83.35000 1667.00
CURB RAMP, CONCRETE, L | | |
0058 604-91531 1607.000 SYS | 33.00000 53031.00| 30.00000 48210.00| 27.55000 44272.85
SIDEWALK, CONCRETE, 4 IN | | |
0059 605-06090 2538.000 LFT | 15.00000 38070.00| 13.00000 32994.00| 10.25000 26014.50
CURB, INTEGRAL, CONCRETE | | |
0060 605-06250 355.000 SYS | 65.00000 23075.00| 72.00000 25560.00| 63.10000 22400.50
CENTER CURB, C, CONCRETE | | |
0061 610-09108 53.000 SYS | 51.00000 2703.00| 50.00000 2650.00| 52.55000 2785.15
PCCP FOR APPROACHES, 9 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 270 -5
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 38-1625197
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 616-02320 53.000 SYS | 2.75000 145.75| 8.50000 450.50| 7.00000 371.00
GEOTEXTILES | | |
0063 616-06405 5.000 TON | 91.00000 455.00| 85.00000 425.00| 175.00000 875.00
RIPRAP, REVETMENT | | |
0064 621-01004 1.000 EACH | 450.00000 450.00| 450.00000 450.00| 150.00000 150.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0065 621-02363 1770.000 SYS | 0.68000 1203.60| 0.68000 1203.60| 0.68000 1203.60
MULCHED SEEDING T, CONVENTIONAL MIX | | |
0066 621-06570 229.000 CYS | 45.30000 10373.70| 63.00000 14427.00| 10.00000 2290.00
TOPSOIL | | |
0067 621-06575 2053.000 SYS | 3.52000 7226.56| 3.52000 7226.56| 3.10000 6364.30
SODDING, NURSERY | | |
0068 621-09398 59.000 LBS | 52.00000 3068.00| 52.00000 3068.00| 19.00000 1121.00
SEED MIXTURE, SLOPE STABILIZATION | | |
0069 621-09399 17.000 LBS | 191.50000 3255.50| 191.50000 3255.50| 80.00000 1360.00
SEED MIXTURE, WET MESIC | | |
0070 621-92968 21.000 LBS | 152.50000 3202.50| 152.50000 3202.50| 105.00000 2205.00
SEED MIXTURE, WILD FLOWER | | |
0071 622-05646 9.000 EACH | 375.00000 3375.00| 375.00000 3375.00| 275.00000 2475.00
PLANT, DECIDUOUS TREE, MULTI-STEM, 96 | | |
TO 120 IN | | |
0072 622-05651 6.000 EACH | 490.00000 2940.00| 490.00000 2940.00| 405.00000 2430.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2.5 TO 3.5 IN | | |
0073 628-09401 12.000 MOS | 1800.00000 21600.00| 2000.00000 24000.00| 1800.00000 21600.00
FIELD OFFICE, A | | |
0074 715-05032 231.000 LFT | 30.70000 7091.70| 45.00000 10395.00| 68.10000 15731.10
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0075 715-05149 1249.000 LFT | 28.60000 35721.40| 43.00000 53707.00| 66.15000 82621.35
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0076 715-05152 249.000 LFT | 43.37000 10799.13| 47.00000 11703.00| 70.70000 17604.30
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0077 715-05154 89.000 LFT | 81.70000 7271.30| 51.00000 4539.00| 75.55000 6723.95
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0078 715-05428 180.000 LFT | 148.75000 26775.00| 150.00000 27000.00| 160.00000 28800.00
PIPE, SLOTTED VANE DRAIN, 12 IN | | |
0079 715-09064 1963.000 LFT | 1.40000 2748.20| 1.50000 2944.50| 2.75000 5398.25
VIDEO INSPECTION FOR PIPE | | |
0080 715-46000 1.000 EACH | 599.00000 599.00| 385.00000 385.00| 350.00000 350.00
PIPE END SECTION, 12 IN | | |
0081 715-46005 1.000 EACH | 665.00000 665.00| 450.00000 450.00| 365.00000 365.00
PIPE END SECTION, 15 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 270 -6
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 38-1625197
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 715-91361 90.000 LFT | 20.60000 1854.00| 32.50000 2925.00| 31.00000 2790.00
PIPE, PVC, 6 IN HEAVY DUTY, PERFORATED | | |
TUBING | | |
0083 720-01092 17.000 EACH | 2345.00000 39865.00| 3200.00000 54400.00| 3025.00000 51425.00
MANHOLE, J15, MODIFIED | | |
0084 720-08241 2.000 EACH | 3093.00000 6186.00| 4100.00000 8200.00| 4300.00000 8600.00
MANHOLE, K15, MODIFIED | | |
0085 720-44000 10.000 EACH | 300.00000 3000.00| 203.62000 2036.20| 350.00000 3500.00
CASTING, ADJUST TO GRADE | | |
0086 720-45030 2.000 EACH | 1148.00000 2296.00| 1900.00000 3800.00| 1500.00000 3000.00
INLET, E7 | | |
0087 720-45410 11.000 EACH | 1432.00000 15752.00| 2600.00000 28600.00| 1835.00000 20185.00
MANHOLE, C4 | | |
0088 720-94840 13.000 EACH | 300.00000 3900.00| 156.63000 2036.19| 160.00000 2080.00
CASTING, WATER VALVE, ADJUST TO GRADE | | |
0089 720-96999 1.000 EACH | 3865.00000 3865.00| 2800.00000 2800.00| 3900.00000 3900.00
FIRE HYDRANT ASSEMBLY | | |
0090 720-98174 11.000 EACH | 1814.00000 19954.00| 2600.00000 28600.00| 2350.00000 25850.00
INLET, B15 | | |
0091 720-98555 11.000 EACH | 1898.00000 20878.00| 2600.00000 28600.00| 2450.00000 26950.00
INLET, C15 | | |
0092 732-97009 1.000 EACH | 724.00000 724.00| 1800.00000 1800.00| 500.00000 500.00
FIRE HYDRANT ASSEMBLY, REMOVE | | |
0093 801-03290 2.000 EACH | 150.00000 300.00| 150.00000 300.00| 150.00000 300.00
CONSTRUCTION SIGN, C | | |
0094 801-04308 6.000 EACH | 250.00000 1500.00| 250.00000 1500.00| 250.00000 1500.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0095 801-06203 5980.000 LFT | 0.20000 1196.00| 0.20000 1196.00| 0.20000 1196.00
TEMPORARY PAVEMENT MARKING, 4 IN. TYPE | | |
II | | |
0096 801-06625 28.000 EACH | 55.00000 1540.00| 55.00000 1540.00| 55.00000 1540.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0097 801-06640 18.000 EACH | 135.00000 2430.00| 135.00000 2430.00| 135.00000 2430.00
CONSTRUCTION SIGN, A | | |
0098 801-06645 6.000 EACH | 50.00000 300.00| 50.00000 300.00| 50.00000 300.00
CONSTRUCTION SIGN, B | | |
0099 801-06710 75.000 DAY | 10.00000 750.00| 10.00000 750.00| 10.00000 750.00
FLASHING ARROW SIGN | | |
0100 801-06775 LUMP | 14000.00000 14000.00| 20000.00000 20000.00| 5900.00000 5900.00
MAINTAINING TRAFFIC | | |
0101 801-07119 168.000 LFT | 14.00000 2352.00| 14.00000 2352.00| 14.00000 2352.00
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 270 -7
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 38-1625197
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 802-05701 231.000 LFT | 9.55000 2206.05| 10.00000 2310.00| 9.55000 2206.05
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0103 802-05702 84.000 LFT | 8.00000 672.00| 10.00000 840.00| 8.00000 672.00
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0104 802-09838 91.000 SFT | 12.50000 1137.50| 10.00000 910.00| 12.50000 1137.50
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0105 802-09840 83.000 SFT | 14.50000 1203.50| 10.00000 830.00| 14.50000 1203.50
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0106 804-76420 2.000 EACH | 140.00000 280.00| 500.00000 1000.00| 140.00000 280.00
MARKER TYPE 3, (W59 L) WITH POST | | |
0107 805-01300 1.000 EACH | 1350.00000 1350.00| 2000.00000 2000.00| 1350.00000 1350.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0108 805-01479 1.000 EACH | 575.00000 575.00| 1500.00000 1500.00| 575.00000 575.00
CONTROLLER CABINET FOUNDATION, P1, | | |
MODIFIED | | |
0109 805-01842 10.000 EACH | 935.00000 9350.00| 600.00000 6000.00| 935.00000 9350.00
HANDHOLE, SIGNAL | | |
0110 805-01844 2292.000 LFT | 11.35000 26014.20| 13.00000 29796.00| 11.35000 26014.20
CONDUIT, STEEL, GALVANIZED, 2 IN, | | |
UNDERGROUND | | |
0111 805-02037 2.000 EACH | 2450.00000 4900.00| 2500.00000 5000.00| 2450.00000 4900.00
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
20FT | | |
0112 805-02069 1.000 EACH | 2575.00000 2575.00| 2500.00000 2500.00| 2575.00000 2575.00
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
25FT | | |
0113 805-02072 3.000 EACH | 2860.00000 8580.00| 2500.00000 7500.00| 2860.00000 8580.00
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
30FT | | |
0114 805-02087 LUMP | 100.00000 100.00| 5000.00000 5000.00| 100.00000 100.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0115 805-02150 12.000 EACH | 800.00000 9600.00| 800.00000 9600.00| 800.00000 9600.00
PEDESTRIAN SIGNAL HEAD, 18 IN | | |
0116 805-02572 3.000 EACH | 410.00000 1230.00| 1600.00000 4800.00| 410.00000 1230.00
SIGNAL SUPPORT FOUNDATION, A | | |
0117 805-04808 3.000 EACH | 545.00000 1635.00| 1000.00000 3000.00| 545.00000 1635.00
PEDESTRIAN SIGNAL , POLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 270 -8
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 38-1625197
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0118 805-04973 156.000 LFT | 7.00000 1092.00| 4.00000 624.00| 7.00000 1092.00
CONDUIT STEEL, 3/4 IN. LIQUID TIGHT, | | |
FLEXIBLE | | |
0119 805-05870 1.000 EACH | 1015.00000 1015.00| 9.00000 9.00| 1015.00000 1015.00
SIGNAL SUPPORT FOUNDATION , 3 FT. DIA. | | |
X 8 FT. | | |
0120 805-05870 3.000 EACH | 1115.00000 3345.00| 900.00000 2700.00| 1115.00000 3345.00
SIGNAL SUPPORT FOUNDATION , 3 FT-6 IN. | | |
DIA. X 8 FT. | | |
0121 805-06834 1.000 EACH | 31150.00000 31150.00| 29500.00000 29500.00| 31150.00000 31150.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0122 805-08129 143.000 LFT | 1.20000 171.60| 2.00000 286.00| 1.20000 171.60
SIGNAL CABLE , 2C 10GA. | | |
0123 805-78205 20.000 EACH | 965.00000 19300.00| 800.00000 16000.00| 965.00000 19300.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN | | |
0124 805-78215 4.000 EACH | 875.00000 3500.00| 800.00000 3200.00| 875.00000 3500.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER ARROW, GREEN ARROW | | |
0125 805-78370 12.000 EACH | 110.00000 1320.00| 100.00000 1200.00| 110.00000 1320.00
PEDESTRIAN PUSH BUTTON | | |
0126 805-78467 76.000 LFT | 1.80000 136.80| 4.00000 304.00| 1.80000 136.80
SIGNAL CABLE, 3C 8GA | | |
0127 805-78485 4725.000 LFT | 1.30000 6142.50| 1.00000 4725.00| 1.30000 6142.50
SIGNAL CABLE, 5C 14GA | | |
0128 805-78490 1434.000 LFT | 1.40000 2007.60| 1.00000 1434.00| 1.40000 2007.60
SIGNAL CABLE, 7C 14GA | | |
0129 805-78510 2260.000 LFT | 1.15000 2599.00| 0.60000 1356.00| 1.15000 2599.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0130 805-78746 1908.000 LFT | 7.80000 14882.40| 8.00000 15264.00| 7.80000 14882.40
PREFORMED LOOP DETECTORS | | |
0131 805-78785 12.000 EACH | 600.00000 7200.00| 600.00000 7200.00| 600.00000 7200.00
SIGNAL DETECTOR HOUSING | | |
0132 805-86900 21.000 EACH | 45.00000 945.00| 55.00000 1155.00| 45.00000 945.00
JUNCTION BOX (J-BOX), NEMA 3R | | |
0133 805-92504 12.000 EACH | 300.00000 3600.00| 500.00000 6000.00| 300.00000 3600.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0134 805-94069 525.000 LFT | 9.30000 4882.50| 8.00000 4200.00| 9.30000 4882.50
CONDUIT, STEEL, GALVANIZED, 1 IN | | |
0135 807-04651 2570.000 LFT | 0.65000 1670.50| 1.00000 2570.00| 0.65000 1670.50
WIRE, THWN, NO. 10, COPPER 1C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 270 -9
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 38-1625197
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0136 807-06796 1.000 EACH | 2335.00000 2335.00| 2000.00000 2000.00| 2335.00000 2335.00
ELECTRIC , SERVICE, ENCLOSURE | | |
0137 807-08612 2.000 EACH | 600.00000 1200.00| 600.00000 1200.00| 600.00000 1200.00
HANDHOLE, RECTANGULAR | | |
0138 808-03631 1051.000 LFT | 1.60000 1681.60| 1.60000 1681.60| 1.60000 1681.60
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0139 808-03632 1417.000 LFT | 1.60000 2267.20| 1.60000 2267.20| 1.60000 2267.20
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0140 808-05534 788.000 LFT | 3.50000 2758.00| 3.50000 2758.00| 3.50000 2758.00
LINE, EPOXY, SOLID, WHITE, 8 IN | | |
0141 808-07310 55.000 LFT | 4.50000 247.50| 4.50000 247.50| 4.50000 247.50
TRANSVERSE MARKING EPOXY SOLID YELLOW | | |
CROSSHATCH LINE, 12" | | |
0142 808-09038 394.000 LFT | 4.50000 1773.00| 4.50000 1773.00| 4.50000 1773.00
TRANSVERSE MARKINGS EPOXY, SOLID, WHITE | | |
CROSSHATCH LINE, 12" | | |
0143 808-74805 188.000 LFT | 8.00000 1504.00| 8.00000 1504.00| 8.00000 1504.00
TRANSVERSE MARKING EPOXY, STOP LINE, 24 | | |
0144 808-74807 18.000 EACH | 175.00000 3150.00| 175.00000 3150.00| 175.00000 3150.00
PAVEMENT MESSAGE MARKING, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0145 808-94455 600.000 LFT | 3.00000 1800.00| 3.00000 1800.00| 3.00000 1800.00
TRANSVERSE MARKING, EPOXY, CROSSWALK | | |
LINE, 6" | | |
0146 808-98000 210.000 LFT | 3.50000 735.00| 3.50000 735.00| 3.50000 735.00
LINE, EPOXY, SOLID, YELLOW, 8 IN | | |
SECTION TOTALS | $ 1,562,743.00| $ 1,574,619.40| $ 1,673,703.65
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,562,743.00| $ 1,574,619.40| $ 1,673,703.65
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 270 -10
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1489621 |( ) |( )
|HRP CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT W/ NEW SIGNALS
| | |
0001 105-06845 LUMP | 19000.00000 19000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 200.00000 400.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 85.00000 2040.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 80000.00000 80000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-01015 LUMP | 10000.00000 10000.00| |
CLEARING AND GRUBBING | | |
0012 201-02245 51.000 EACH | 50.00000 2550.00| |
TREE, 6 IN, REMOVE | | |
0013 201-02250 3.000 EACH | 50.00000 150.00| |
TREE, 10 IN, REMOVE | | |
0014 201-02255 2.000 EACH | 150.00000 300.00| |
TREE, 18 IN, REMOVE | | |
0015 201-52370 LUMP | 10000.00000 10000.00| |
CLEARING RIGHT OF WAY | | |
0016 201-91010 1.000 EACH | 650.00000 650.00| |
TREE, 24 IN, REMOVE | | |
0017 201-91011 1.000 EACH | 1000.00000 1000.00| |
TREE, 36 IN, REMOVE | | |
0018 201-93091 2.000 EACH | 75.00000 150.00| |
TREE, 15 IN, REMOVE | | |
0019 201-93898 11.000 EACH | 75.00000 825.00| |
TREE, 12 IN, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 270 -11
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1489621 |( ) |( )
|HRP CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-01502 2.000 EACH | 500.00000 1000.00| |
LIGHT STANDARD, REMOVE | | |
0021 202-02240 4139.000 SYS | 12.00000 49668.00| |
PAVEMENT REMOVAL | | |
0022 202-02278 2308.000 LFT | 3.00000 6924.00| |
CURB, CONCRETE, REMOVE | | |
0023 202-03875 12.000 EACH | 100.00000 1200.00| |
CONCRETE STEPS, REMOVE | | |
0024 202-04791 12.000 EACH | 30.00000 360.00| |
PARKING BARRIER, REMOVE | | |
0025 202-51133 166.000 LFT | 5.00000 830.00| |
RAILING, REMOVE | | |
0026 202-52710 2078.000 SYS | 9.00000 18702.00| |
SIDEWALK, CONCRETE, REMOVE | | |
0027 202-74035 2.000 EACH | 450.00000 900.00| |
SIGN, REMOVE | | |
0028 202-90747 224.000 LFT | 150.00000 33600.00| |
RETAINING WALL, REMOVE | | |
0029 202-91385 9.000 EACH | 350.00000 3150.00| |
INLET, REMOVE | | |
0030 202-91707 1.000 EACH | 100.00000 100.00| |
LIGHT FIXTURE AND CONDUIT, REMOVE | | |
0031 202-91840 147.000 LFT | 10.00000 1470.00| |
FENCE, CHAIN LINK, REMOVE | | |
0032 202-91922 2.000 EACH | 400.00000 800.00| |
STUMP, REMOVE | | |
0033 202-93047 1.000 EACH | 550.00000 550.00| |
MANHOLE, REMOVE | | |
0034 202-96133 376.000 LFT | 7.00000 2632.00| |
PIPE, REMOVE | | |
0035 202-99187 61.000 LFT | 4.00000 244.00| |
FENCE, FARM FIELD, REMOVE | | |
0036 203-02000 9630.000 CYS | 28.00000 269640.00| |
EXCAVATION, COMMON | | |
0037 205-02237 40.000 EACH | 160.00000 6400.00| |
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0038 205-06935 2.000 EACH | 600.00000 1200.00| |
TEMPORARY SEDIMENT BASIN | | |
0039 205-06937 910.000 LFT | 1.68000 1528.80| |
TEMPORARY SILT FENCE | | |
0040 205-08594 90.000 LFT | 0.50000 45.00| |
FILTER SOCK | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 270 -12
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1489621 |( ) |( )
|HRP CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 205-09543 100.000 TON | 50.00000 5000.00| |
NO 2 STONE | | |
0042 207-08267 53.000 SYS | 14.00000 742.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0043 207-08268 6380.000 SYS | 16.00000 102080.00| |
SUBGRADE TREATMENT, TYPE IV | | |
0044 211-09264 871.000 CYS | 12.00000 10452.00| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0045 301-07448 64.000 TON | 30.00000 1920.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0046 302-07455 1064.000 CYS | 40.00000 42560.00| |
DENSE GRADED SUBBASE | | |
0047 302-08562 14.000 TON | 30.00000 420.00| |
COARSE AGGREGATE, 8 | | |
0048 304-07491 39.000 TON | 150.00000 5850.00| |
HMA PATCHING, TYPE C | | |
0049 306-08034 179.000 SYS | 20.00000 3580.00| |
MILLING, ASPHALT, 1 1/2 IN | | |
0050 402-07434 21.000 TON | 150.00000 3150.00| |
HMA SURFACE, TYPE C | | |
0051 502-06328 5246.000 SYS | 46.75000 245250.50| |
PCCP, 11 IN | | |
0052 503-05240 3189.000 LFT | 10.75000 34281.75| |
D-1 CONTRACTION JOINT | | |
0053 601-09155 2.000 EACH | 29425.00000 58850.00| |
IMPACT ATTENUATOR, CR2, W1, TL-3 | | |
0054 604-07894 49.000 SYS | 90.00000 4410.00| |
CURB RAMP, CONCRETE, A | | |
0055 604-07901 38.000 SYS | 90.00000 3420.00| |
CURB RAMP, CONCRETE, G | | |
0056 604-07902 5.000 SYS | 90.00000 450.00| |
CURB RAMP, CONCRETE, H | | |
0057 604-07904 20.000 SYS | 90.00000 1800.00| |
CURB RAMP, CONCRETE, L | | |
0058 604-91531 1607.000 SYS | 33.00000 53031.00| |
SIDEWALK, CONCRETE, 4 IN | | |
0059 605-06090 2538.000 LFT | 15.00000 38070.00| |
CURB, INTEGRAL, CONCRETE | | |
0060 605-06250 355.000 SYS | 65.00000 23075.00| |
CENTER CURB, C, CONCRETE | | |
0061 610-09108 53.000 SYS | 51.00000 2703.00| |
PCCP FOR APPROACHES, 9 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 270 -13
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1489621 |( ) |( )
|HRP CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 616-02320 53.000 SYS | 2.00000 106.00| |
GEOTEXTILES | | |
0063 616-06405 5.000 TON | 80.00000 400.00| |
RIPRAP, REVETMENT | | |
0064 621-01004 1.000 EACH | 450.00000 450.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0065 621-02363 1770.000 SYS | 0.68000 1203.60| |
MULCHED SEEDING T, CONVENTIONAL MIX | | |
0066 621-06570 229.000 CYS | 35.00000 8015.00| |
TOPSOIL | | |
0067 621-06575 2053.000 SYS | 3.52000 7226.56| |
SODDING, NURSERY | | |
0068 621-09398 59.000 LBS | 52.00000 3068.00| |
SEED MIXTURE, SLOPE STABILIZATION | | |
0069 621-09399 17.000 LBS | 191.50000 3255.50| |
SEED MIXTURE, WET MESIC | | |
0070 621-92968 21.000 LBS | 152.50000 3202.50| |
SEED MIXTURE, WILD FLOWER | | |
0071 622-05646 9.000 EACH | 375.00000 3375.00| |
PLANT, DECIDUOUS TREE, MULTI-STEM, 96 | | |
TO 120 IN | | |
0072 622-05651 6.000 EACH | 490.00000 2940.00| |
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2.5 TO 3.5 IN | | |
0073 628-09401 12.000 MOS | 1500.00000 18000.00| |
FIELD OFFICE, A | | |
0074 715-05032 231.000 LFT | 25.00000 5775.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0075 715-05149 1249.000 LFT | 30.00000 37470.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0076 715-05152 249.000 LFT | 40.00000 9960.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0077 715-05154 89.000 LFT | 55.00000 4895.00| |
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0078 715-05428 180.000 LFT | 150.00000 27000.00| |
PIPE, SLOTTED VANE DRAIN, 12 IN | | |
0079 715-09064 1963.000 LFT | 0.75000 1472.25| |
VIDEO INSPECTION FOR PIPE | | |
0080 715-46000 1.000 EACH | 700.00000 700.00| |
PIPE END SECTION, 12 IN | | |
0081 715-46005 1.000 EACH | 800.00000 800.00| |
PIPE END SECTION, 15 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 270 -14
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1489621 |( ) |( )
|HRP CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 715-91361 90.000 LFT | 11.00000 990.00| |
PIPE, PVC, 6 IN HEAVY DUTY, PERFORATED | | |
TUBING | | |
0083 720-01092 17.000 EACH | 4550.00000 77350.00| |
MANHOLE, J15, MODIFIED | | |
0084 720-08241 2.000 EACH | 6100.00000 12200.00| |
MANHOLE, K15, MODIFIED | | |
0085 720-44000 10.000 EACH | 300.00000 3000.00| |
CASTING, ADJUST TO GRADE | | |
0086 720-45030 2.000 EACH | 2800.00000 5600.00| |
INLET, E7 | | |
0087 720-45410 11.000 EACH | 4200.00000 46200.00| |
MANHOLE, C4 | | |
0088 720-94840 13.000 EACH | 250.00000 3250.00| |
CASTING, WATER VALVE, ADJUST TO GRADE | | |
0089 720-96999 1.000 EACH | 3300.00000 3300.00| |
FIRE HYDRANT ASSEMBLY | | |
0090 720-98174 11.000 EACH | 3900.00000 42900.00| |
INLET, B15 | | |
0091 720-98555 11.000 EACH | 3900.00000 42900.00| |
INLET, C15 | | |
0092 732-97009 1.000 EACH | 800.00000 800.00| |
FIRE HYDRANT ASSEMBLY, REMOVE | | |
0093 801-03290 2.000 EACH | 150.00000 300.00| |
CONSTRUCTION SIGN, C | | |
0094 801-04308 6.000 EACH | 250.00000 1500.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0095 801-06203 5980.000 LFT | 2.50000 14950.00| |
TEMPORARY PAVEMENT MARKING, 4 IN. TYPE | | |
II | | |
0096 801-06625 28.000 EACH | 55.00000 1540.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0097 801-06640 18.000 EACH | 135.00000 2430.00| |
CONSTRUCTION SIGN, A | | |
0098 801-06645 6.000 EACH | 50.00000 300.00| |
CONSTRUCTION SIGN, B | | |
0099 801-06710 75.000 DAY | 10.00000 750.00| |
FLASHING ARROW SIGN | | |
0100 801-06775 LUMP | 32000.00000 32000.00| |
MAINTAINING TRAFFIC | | |
0101 801-07119 168.000 LFT | 14.00000 2352.00| |
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 270 -15
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1489621 |( ) |( )
|HRP CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 802-05701 231.000 LFT | 9.55000 2206.05| |
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0103 802-05702 84.000 LFT | 8.00000 672.00| |
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0104 802-09838 91.000 SFT | 12.50000 1137.50| |
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0105 802-09840 83.000 SFT | 14.50000 1203.50| |
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0106 804-76420 2.000 EACH | 140.00000 280.00| |
MARKER TYPE 3, (W59 L) WITH POST | | |
0107 805-01300 1.000 EACH | 1350.00000 1350.00| |
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0108 805-01479 1.000 EACH | 575.00000 575.00| |
CONTROLLER CABINET FOUNDATION, P1, | | |
MODIFIED | | |
0109 805-01842 10.000 EACH | 935.00000 9350.00| |
HANDHOLE, SIGNAL | | |
0110 805-01844 2292.000 LFT | 11.35000 26014.20| |
CONDUIT, STEEL, GALVANIZED, 2 IN, | | |
UNDERGROUND | | |
0111 805-02037 2.000 EACH | 2450.00000 4900.00| |
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
20FT | | |
0112 805-02069 1.000 EACH | 2575.00000 2575.00| |
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
25FT | | |
0113 805-02072 3.000 EACH | 2860.00000 8580.00| |
SIGNAL CANTILEVER STRUCTURE, MAST ARM | | |
30FT | | |
0114 805-02087 LUMP | 100.00000 100.00| |
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0115 805-02150 12.000 EACH | 800.00000 9600.00| |
PEDESTRIAN SIGNAL HEAD, 18 IN | | |
0116 805-02572 3.000 EACH | 410.00000 1230.00| |
SIGNAL SUPPORT FOUNDATION, A | | |
0117 805-04808 3.000 EACH | 545.00000 1635.00| |
PEDESTRIAN SIGNAL , POLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 270 -16
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1489621 |( ) |( )
|HRP CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0118 805-04973 156.000 LFT | 7.00000 1092.00| |
CONDUIT STEEL, 3/4 IN. LIQUID TIGHT, | | |
FLEXIBLE | | |
0119 805-05870 1.000 EACH | 1015.00000 1015.00| |
SIGNAL SUPPORT FOUNDATION , 3 FT. DIA. | | |
X 8 FT. | | |
0120 805-05870 3.000 EACH | 1115.00000 3345.00| |
SIGNAL SUPPORT FOUNDATION , 3 FT-6 IN. | | |
DIA. X 8 FT. | | |
0121 805-06834 1.000 EACH | 31150.00000 31150.00| |
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0122 805-08129 143.000 LFT | 1.20000 171.60| |
SIGNAL CABLE , 2C 10GA. | | |
0123 805-78205 20.000 EACH | 965.00000 19300.00| |
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN | | |
0124 805-78215 4.000 EACH | 875.00000 3500.00| |
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER ARROW, GREEN ARROW | | |
0125 805-78370 12.000 EACH | 110.00000 1320.00| |
PEDESTRIAN PUSH BUTTON | | |
0126 805-78467 76.000 LFT | 1.80000 136.80| |
SIGNAL CABLE, 3C 8GA | | |
0127 805-78485 4725.000 LFT | 1.30000 6142.50| |
SIGNAL CABLE, 5C 14GA | | |
0128 805-78490 1434.000 LFT | 1.40000 2007.60| |
SIGNAL CABLE, 7C 14GA | | |
0129 805-78510 2260.000 LFT | 1.15000 2599.00| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0130 805-78746 1908.000 LFT | 7.80000 14882.40| |
PREFORMED LOOP DETECTORS | | |
0131 805-78785 12.000 EACH | 600.00000 7200.00| |
SIGNAL DETECTOR HOUSING | | |
0132 805-86900 21.000 EACH | 45.00000 945.00| |
JUNCTION BOX (J-BOX), NEMA 3R | | |
0133 805-92504 12.000 EACH | 300.00000 3600.00| |
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0134 805-94069 525.000 LFT | 9.30000 4882.50| |
CONDUIT, STEEL, GALVANIZED, 1 IN | | |
0135 807-04651 2570.000 LFT | 0.65000 1670.50| |
WIRE, THWN, NO. 10, COPPER 1C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 270 -17
TABULATION OF BIDS
CALL ORDER : 270 CONTRACT ID : R -30649-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1489621 |( ) |( )
|HRP CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0136 807-06796 1.000 EACH | 2335.00000 2335.00| |
ELECTRIC , SERVICE, ENCLOSURE | | |
0137 807-08612 2.000 EACH | 600.00000 1200.00| |
HANDHOLE, RECTANGULAR | | |
0138 808-03631 1051.000 LFT | 0.55000 578.05| |
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0139 808-03632 1417.000 LFT | 0.55000 779.35| |
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0140 808-05534 788.000 LFT | 1.10000 866.80| |
LINE, EPOXY, SOLID, WHITE, 8 IN | | |
0141 808-07310 55.000 LFT | 5.60000 308.00| |
TRANSVERSE MARKING EPOXY SOLID YELLOW | | |
CROSSHATCH LINE, 12" | | |
0142 808-09038 394.000 LFT | 5.60000 2206.40| |
TRANSVERSE MARKINGS EPOXY, SOLID, WHITE | | |
CROSSHATCH LINE, 12" | | |
0143 808-74805 188.000 LFT | 11.00000 2068.00| |
TRANSVERSE MARKING EPOXY, STOP LINE, 24 | | |
0144 808-74807 18.000 EACH | 146.00000 2628.00| |
PAVEMENT MESSAGE MARKING, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0145 808-94455 600.000 LFT | 3.66000 2196.00| |
TRANSVERSE MARKING, EPOXY, CROSSWALK | | |
LINE, 6" | | |
0146 808-98000 210.000 LFT | 1.10000 231.00| |
LINE, EPOXY, SOLID, YELLOW, 8 IN | | |
SECTION TOTALS | $ 1,794,801.21| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,794,801.21| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 280 -1
VENDOR RANKING
CALL ORDER : 280 CONTRACT ID : R -30740-A COUNTIES : ALLEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : BIKE/PEDESTRIAN FACILITIES, ENHANCEMENT COMPLETION DATE : 06/26/11
LOCATION : AT THE PHASE IV OF THE WABASH & ERIE CANAL TOWPATH TRAIL PROJECT(S) : 0710403
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 809,786.00 100.0000%
2 35-1016737 WAYNE ASPHALT & CONSTRUCTION $ 818,577.59 101.0857%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 280 -2
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -30740-A COUNTIES : ALLEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1016737 |( )
|BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BIKE/PEDESTRIAN FACILITIES, ENHANCEMENT
| | |
0001 105-06845 LUMP | 12000.00000 12000.00| 10800.00000 10800.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 80.00000 160.00| 150.00000 300.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 41.00000 984.00| 100.00000 2400.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 40000.00000 40000.00| 40750.00000 40750.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 11500.00000 11500.00| 13500.00000 13500.00|
CLEARING RIGHT OF WAY | | |
0012 202-96133 33.000 LFT | 10.00000 330.00| 10.00000 330.00|
PIPE, REMOVE | | |
0013 203-02000 3818.000 CYS | 26.00000 99268.00| 26.00000 99268.00|
EXCAVATION, COMMON | | |
0014 203-02070 1035.000 CYS | 9.80000 10143.00| 9.80000 10143.00|
BORROW | | |
0015 205-06931 205.000 TON | 40.72000 8347.60| 40.72000 8347.60|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06933 10.000 EACH | 100.00000 1000.00| 100.00000 1000.00|
TEMPORARY DITCH INLET PROTECTION | | |
0017 205-06937 4200.000 LFT | 1.04000 4368.00| 1.25000 5250.00|
TEMPORARY SILT FENCE | | |
0018 205-09543 300.000 TON | 22.75000 6825.00| 22.75000 6825.00|
NO 2 STONE | | |
0019 207-08266 10956.000 SYS | 0.50000 5478.00| 0.50000 5478.00|
SUBGRADE TREATMENT, TYPE III | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 280 -3
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -30740-A COUNTIES : ALLEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1016737 |( )
|BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08267 1780.000 SYS | 6.48000 11534.40| 6.48000 11534.40|
SUBGRADE TREATMENT, TYPE IIIA | | |
0021 207-08268 343.000 SYS | 17.85000 6122.55| 17.85000 6122.55|
SUBGRADE TREATMENT, TYPE IV , MODIFIED | | |
0022 210-03823 1.000 EACH | 29110.00000 29110.00| 29110.00000 29110.00|
SHELTER, HOUSE , PAVILION | | |
0023 210-04181 8.000 EACH | 162.00000 1296.00| 162.00000 1296.00|
BICYCLE RACK | | |
0024 210-09730 320.000 LFT | 134.41000 43011.20| 141.00000 45120.00|
BOARDWALK | | |
0025 210-97671 4.000 EACH | 879.00000 3516.00| 716.00000 2864.00|
PICNIC TABLE | | |
0026 211-09264 323.000 CYS | 21.96000 7093.08| 21.96000 7093.08|
STRUCTURAL BACKFILL, TYPE 1 | | |
0027 301-07448 3282.000 TON | 16.50000 54153.00| 12.00000 39384.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 303-01180 741.000 TON | 18.30000 13560.30| 15.00000 11115.00|
COMPACTED AGGREGATE, NO. 53 | | |
0029 305-09786 151.000 SYS | 48.00000 7248.00| 42.00000 6342.00|
PCC BASE, 6 INCH | | |
0030 402-07432 700.000 TON | 54.00000 37800.00| 70.00000 49000.00|
HMA SURFACE, TYPE A | | |
0031 402-07435 1400.000 TON | 36.00000 50400.00| 50.00000 70000.00|
HMA INTERMEDIATE, TYPE A | | |
0032 406-05520 2.700 TON | 10.00000 27.00| 10.00000 27.00|
ASPHALT FOR TACK COAT | | |
0033 604-07569 46.000 SYS | 105.00000 4830.00| 105.00000 4830.00|
PAVERS , CONCRETE | | |
0034 604-07897 50.000 SYS | 100.00000 5000.00| 71.00000 3550.00|
CURB RAMP, CONCRETE, C | | |
0035 604-07903 11.000 SYS | 100.00000 1100.00| 87.00000 957.00|
CURB RAMP, CONCRETE, K | | |
0036 604-44251 8.000 CYS | 625.00000 5000.00| 650.00000 5200.00|
STEPS, CONCRETE | | |
0037 605-06120 297.000 LFT | 28.00000 8316.00| 12.00000 3564.00|
CURB, CONCRETE | | |
0038 605-06140 192.000 LFT | 23.00000 4416.00| 11.00000 2112.00|
CURB AND GUTTER, CONCRETE | | |
0039 605-92578 41.000 SYS | 65.00000 2665.00| 36.00000 1476.00|
CURB WALK, CONCRETE | | |
0040 610-07487 490.000 TON | 50.00000 24500.00| 60.00000 29400.00|
HMA FOR APPROACHES, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 280 -4
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -30740-A COUNTIES : ALLEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1016737 |( )
|BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 616-02320 117.000 SYS | 2.50000 292.50| 2.50000 292.50|
GEOTEXTILES | | |
0042 616-06405 59.000 TON | 28.31000 1670.29| 28.31000 1670.29|
RIPRAP, REVETMENT | | |
0043 621-01004 1.000 EACH | 400.00000 400.00| 400.00000 400.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-02770 2100.000 SYS | 1.25000 2625.00| 1.25000 2625.00|
EROSION CONTROL BLANKET | | |
0045 621-03909 130.000 LBS | 50.00000 6500.00| 50.00000 6500.00|
SEED MIXTURE, NATIVE , NATIVE | | |
0046 621-06560 5000.000 SYS | 0.45000 2250.00| 0.45000 2250.00|
MULCHED SEEDING, U | | |
0047 621-06565 4.000 TON | 450.00000 1800.00| 450.00000 1800.00|
MULCHING MATERIAL | | |
0048 621-09785 100.000 LFT | 12.00000 1200.00| 12.00000 1200.00|
STRAW , WADDLE | | |
0049 622-05649 27.000 EACH | 375.00000 10125.00| 375.00000 10125.00|
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |
25 TO 2 IN | | |
0050 622-05654 258.000 EACH | 16.25000 4192.50| 16.25000 4192.50|
PLANT, PERENNIAL | | |
0051 628-09402 12.000 MOS | 1600.00000 19200.00| 1675.00000 20100.00|
FIELD OFFICE, B | | |
0052 628-09407 12.000 MOS | 225.00000 2700.00| 50.00000 600.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0053 701-04732 1120.000 LFT | 19.87000 22254.40| 21.00000 23520.00|
PILE , HELICAL | | |
0054 702-51015 1.200 CYS | 2595.00000 3114.00| 2600.00000 3120.00|
CONCRETE, B, FOOTINGS | | |
0055 703-06028 1169.000 LBS | 0.42000 490.98| 1.00000 1169.00|
REINFORCING BARS | | |
0056 706-04683 180.000 LFT | 33.20000 5976.00| 43.96000 7912.80|
RAILING , BARRIER | | |
0057 712-03812 2.000 EACH | 1140.00000 2280.00| 514.00000 1028.00|
BENCH | | |
0058 715-05118 138.000 LFT | 34.45000 4754.10| 34.45000 4754.10|
PIPE, TYPE 1, CIRCULAR, 12 IN | | |
0059 715-05121 26.000 LFT | 41.93000 1090.18| 41.93000 1090.18|
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0060 715-05128 64.000 LFT | 99.99000 6399.36| 99.99000 6399.36|
PIPE, TYPE 1, CIRCULAR, 48 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 280 -5
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -30740-A COUNTIES : ALLEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1016737 |( )
|BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 715-05146 50.000 LFT | 19.45000 972.50| 19.45000 972.50|
PIPE, TYPE 2, CIRCULAR, 6 IN | | |
0062 715-05149 56.000 LFT | 30.43000 1704.08| 30.43000 1704.08|
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0063 715-05151 145.000 LFT | 35.70000 5176.50| 35.70000 5176.50|
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0064 715-05168 110.000 LFT | 28.43000 3127.30| 28.43000 3127.30|
PIPE, TYPE 3, CIRCULAR, 12 IN | | |
0065 715-05203 376.000 LFT | 9.85000 3703.60| 9.85000 3703.60|
PIPE, TYPE 4, CIRCULAR, 4 IN | | |
0066 715-06004 2.000 EACH | 2250.00000 4500.00| 2250.00000 4500.00|
CONCRETE ANCHOR, 48 IN | | |
0067 715-46000 10.000 EACH | 200.00000 2000.00| 200.00000 2000.00|
PIPE END SECTION, 12 IN | | |
0068 715-46005 2.000 EACH | 240.00000 480.00| 240.00000 480.00|
PIPE END SECTION, 15 IN | | |
0069 715-46010 2.000 EACH | 305.00000 610.00| 305.00000 610.00|
PIPE END SECTION, 18 IN | | |
0070 718-52610 21.000 CYS | 34.50000 724.50| 34.50000 724.50|
AGGREGATE FOR UNDERDRAINS | | |
0071 718-99153 209.000 SYS | 2.00000 418.00| 2.00000 418.00|
GEOTEXTILES FOR UNDERDRAIN | | |
0072 720-04682 2.000 EACH | 420.00000 840.00| 420.00000 840.00|
INLET YARD DRAIN | | |
0073 720-44000 1.000 EACH | 300.00000 300.00| 300.00000 300.00|
CASTING, ADJUST TO GRADE | | |
0074 720-45030 1.000 EACH | 950.00000 950.00| 950.00000 950.00|
INLET, E7 | | |
0075 720-45035 4.000 EACH | 950.00000 3800.00| 950.00000 3800.00|
INLET, F7 | | |
0076 732-08419 130.000 SYS | 63.36000 8236.80| 63.50000 8255.00|
MODULAR BLOCK WALL | | |
0077 732-08421 130.000 SYS | 124.15000 16139.50| 124.15000 16139.50|
MODULAR BLOCK WALL ERECTION | | |
0078 801-03290 6.000 EACH | 210.00000 1260.00| 180.00000 1080.00|
CONSTRUCTION SIGN, C | | |
0079 801-06640 26.000 EACH | 175.00000 4550.00| 159.00000 4134.00|
CONSTRUCTION SIGN, A | | |
0080 801-06710 180.000 DAY | 9.95000 1791.00| 5.00000 900.00|
FLASHING ARROW SIGN | | |
0081 801-06775 LUMP | 12860.36000 12860.36| 6000.00000 6000.00|
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 280 -6
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -30740-A COUNTIES : ALLEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1016737 |( )
|BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 801-07119 84.000 LFT | 12.55000 1054.20| 10.00000 840.00|
BARRICADE, III-B | | |
0083 802-03896 6.000 EACH | 400.00000 2400.00| 275.00000 1650.00|
BOLLARD , PIPE, REMOVABLE | | |
0084 802-04314 1.000 EACH | 587.00000 587.00| 920.00000 920.00|
SIGN , ENTRY | | |
0085 802-04314 2.000 EACH | 1775.00000 3550.00| 1120.00000 2240.00|
SIGN , LECTERN | | |
0086 802-04314 1.000 EACH | 1628.00000 1628.00| 3820.00000 3820.00|
SIGN , TRAILHEAD | | |
0087 802-05704 291.000 LFT | 12.00000 3492.00| 12.00000 3492.00|
SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | |
ANCHOR BASE | | |
0088 802-09838 163.000 SFT | 11.00000 1793.00| 11.00000 1793.00|
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0089 802-09840 10.000 SFT | 12.00000 120.00| 12.00000 120.00|
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0090 802-09842 36.000 SFT | 13.00000 468.00| 13.00000 468.00|
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0091 805-01815 4.000 EACH | 1750.00000 7000.00| 1750.00000 7000.00|
SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | |
IN | | |
0092 805-02152 2.000 EACH | 700.00000 1400.00| 700.00000 1400.00|
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOL, 18 IN , COUNTDOWN | | |
TYPE | | |
0093 805-04757 1.000 EACH | 1750.00000 1750.00| 1750.00000 1750.00|
SIGNAL , CARD | | |
0094 805-07767 345.000 LFT | 2.05000 707.25| 2.05000 707.25|
SIGNAL CABLE, 12C 14GA | | |
0095 805-08464 1.000 EACH | 3425.00000 3425.00| 3425.00000 3425.00|
RADIO, INTERCONNECT , YAGI | | |
0096 805-09344 2.000 EACH | 2400.00000 4800.00| 2400.00000 4800.00|
WIRELESS , DETECTOR ANTENNAE | | |
0097 805-09344 2.000 EACH | 1140.00000 2280.00| 1140.00000 2280.00|
WIRELESS , DETECTOR REPEATER/AMPLIFIER | | |
0098 805-09344 24.000 EACH | 685.00000 16440.00| 685.00000 16440.00|
WIRELESS , DETECTOR SENSOR | | |
0099 805-78100 1.000 EACH | 9650.00000 9650.00| 9650.00000 9650.00|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE , TS2, TYPE II | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 280 -7
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -30740-A COUNTIES : ALLEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1016737 |( )
|BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 805-78205 9.000 EACH | 765.00000 6885.00| 765.00000 6885.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN | | |
0101 805-78370 2.000 EACH | 175.00000 350.00| 175.00000 350.00|
PEDESTRIAN PUSH BUTTON , PRESSURE | | |
SENSITIVE | | |
0102 805-78415 4.000 EACH | 1700.00000 6800.00| 1700.00000 6800.00|
SPAN, CATENARY, AND TETHER | | |
0103 805-78420 4.000 EACH | 225.00000 900.00| 225.00000 900.00|
DISCONNECT HANGER | | |
0104 805-78445 1.000 EACH | 600.00000 600.00| 600.00000 600.00|
SIGNAL SERVICE | | |
0105 805-78465 190.000 LFT | 1.95000 370.50| 1.95000 370.50|
SIGNAL CABLE, 2C 8GA | | |
0107 805-78480 520.000 LFT | 0.95000 494.00| 0.95000 494.00|
SIGNAL CABLE, 3C 14GA | | |
0108 805-78485 570.000 LFT | 1.65000 940.50| 1.65000 940.50|
SIGNAL CABLE, 5C 14GA | | |
0110 805-78925 1.000 EACH | 475.00000 475.00| 475.00000 475.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0111 805-81060 4.000 EACH | 4650.00000 18600.00| 4650.00000 18600.00|
SIGNAL STRAIN POLE, STEEL, 36 FT | | |
0112 805-96014 92.000 LFT | 1.00000 92.00| 4.00000 368.00|
SAW CUT, FULL DEPTH | | |
0113 805-97042 1.000 EACH | 900.00000 900.00| 900.00000 900.00|
SIGNAL POLE, WOOD, 5, 35 FT | | |
0114 807-02778 1.000 EACH | 400.00000 400.00| 400.00000 400.00|
LUMINAIRE MAST ARM, 5 FT | | |
0115 807-02783 2.000 EACH | 800.00000 1600.00| 800.00000 1600.00|
LUMINAIRE MAST ARM, 15 FT. | | |
0116 807-06592 40.000 LFT | 25.00000 1000.00| 25.00000 1000.00|
CONDUIT, STEEL, GALVANIZED, 2 IN | | |
0117 807-86805 2.000 EACH | 3000.00000 6000.00| 3000.00000 6000.00|
SERVICE POINT, I | | |
0118 807-97289 3.000 EACH | 215.00000 645.00| 215.00000 645.00|
LUMINAIRE HIGH PRESSURE SODIUM 250 WATT | | |
240 VOLTS REGULATOR WITH BALLAST | | |
0119 808-03439 564.000 LFT | 3.98000 2244.72| 5.25000 2961.00|
TRANSVERSE MARKING THERMOPLASTIC | | |
CROSSWALK, WHITE 24" | | |
0120 808-06703 98.000 LFT | 0.69000 67.62| 1.20000 117.60|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 280 -8
TABULATION OF BIDS
CALL ORDER : 280 CONTRACT ID : R -30740-A COUNTIES : ALLEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1016737 |( )
|BROOKS CONSTRUCTION COMPANY |WAYNE ASPHALT & CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0121 808-06716 540.000 LFT | 0.75000 405.00| 0.20000 108.00|
LINE, REMOVE | | |
0122 808-75240 1607.000 LFT | 0.69000 1108.83| 1.20000 1928.40|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0123 808-75245 480.000 LFT | 0.69000 331.20| 1.20000 576.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0124 808-75297 220.000 LFT | 3.98000 875.60| 5.65000 1243.00|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0125 808-75320 4.000 EACH | 95.00000 380.00| 75.00000 300.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0126 808-97664 1.000 EACH | 90.00000 90.00| 60.00000 60.00|
PAVEMENT MESSAGE MARKING THERMOPLASTIC, | | |
HANDICAP SYMBOL | | |
0127 808-98875 60.000 LFT | 2.00000 120.00| 1.70000 102.00|
TRANSVERSE MARKING, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 6" | | |
SECTION TOTALS | $ 809,786.00| $ 818,577.59| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 809,786.00| $ 818,577.59| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 300 -1
VENDOR RANKING
CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 06/24/11
LOCATION : ON OAKLAND AVENUE FROM US 6 TO CR 52 PROJECT(S) : 0401406
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1185040 NIBLOCK EXCAVATING INC $ 1,836,898.04 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,839,540.39 100.1438%
3 38-1625197 SELGE CONSTRUCTION CO INC $ 2,123,603.37 115.6081%
4 35-0997978 PHEND & BROWN INC $ 2,145,252.38 116.7867%
5 35-1120685 WALSH & KELLY INC $ 3,019,739.38 164.3934%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 300 -2
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 38-1625197
|NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |SELGE 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 | 22000.00000 22000.00| 18000.00000 18000.00| 29500.00000 29500.00
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 | 42000.00000 42000.00| 217700.00000 217700.00| 84400.00000 84400.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 25000.00000 25000.00| 25200.00000 25200.00| 18500.00000 18500.00
CLEARING RIGHT OF WAY | | |
0009 202-90277 1.000 EACH | 265.00000 265.00| 250.00000 250.00| 265.00000 265.00
DETECTOR HOUSING, REMOVE | | |
0010 203-02000 7472.000 CYS | 10.96000 81893.12| 9.48000 70834.56| 30.95000 231258.40
EXCAVATION, COMMON | | |
0011 203-02070 3700.000 CYS | 12.00000 44400.00| 13.20000 48840.00| 12.00000 44400.00
BORROW | | |
0012 205-02236 3.000 EACH | 106.00000 318.00| 106.00000 318.00| 150.00000 450.00
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
DROP INLET PROTECTION | | |
0013 205-02237 62.000 EACH | 89.00000 5518.00| 89.00000 5518.00| 115.00000 7130.00
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0014 205-06934 4.100 TON | 522.00000 2140.20| 522.00000 2140.20| 455.00000 1865.50
TEMPORARY MULCHING | | |
0015 205-06937 8460.000 LFT | 1.44000 12182.40| 0.94000 7952.40| 1.44000 12182.40
TEMPORARY SILT FENCE | | |
0016 205-09543 100.000 TON | 44.00000 4400.00| 18.00000 1800.00| 38.50000 3850.00
NO 2 STONE | | |
0017 207-08267 937.000 SYS | 12.00000 11244.00| 7.00000 6559.00| 15.45000 14476.65
SUBGRADE TREATMENT, TYPE IIIA | | |
0018 207-08268 11100.000 SYS | 16.00000 177600.00| 10.90000 120990.00| 14.40000 159840.00
SUBGRADE TREATMENT, TYPE IV | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 300 -3
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 38-1625197
|NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 211-09264 6029.000 CYS | 12.00000 72348.00| 14.00000 84406.00| 9.30000 56069.70
STRUCTURAL BACKFILL, TYPE 1 | | |
0020 301-07448 230.000 TON | 22.00000 5060.00| 15.40000 3542.00| 36.55000 8406.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 303-07449 115.000 TON | 45.00000 5175.00| 58.00000 6670.00| 51.15000 5882.25
COMPACTED AGGREGATE, NO. 73 | | |
0022 303-07662 835.000 TON | 42.00000 35070.00| 58.00000 48430.00| 45.35000 37867.25
STONE COBBLESTONE FOR LANDSCAPING | | |
0023 304-07490 75.000 TON | 80.00000 6000.00| 280.00000 21000.00| 80.00000 6000.00
HMA PATCHING, TYPE B UNDISTRIBUTED | | |
0024 306-08038 9039.000 SYS | 3.50000 31636.50| 2.25000 20337.75| 2.45000 22145.55
MILLING, ASPHALT, 4 IN | | |
0025 306-08043 742.000 SYS | 3.50000 2597.00| 7.00000 5194.00| 2.45000 1817.90
MILLING, TRANSITION | | |
0026 402-07433 1435.000 TON | 60.00000 86100.00| 57.00000 81795.00| 60.00000 86100.00
HMA SURFACE, TYPE B | | |
0027 402-07438 2280.000 TON | 54.00000 123120.00| 50.00000 114000.00| 54.00000 123120.00
HMA INTERMEDIATE, TYPE B | | |
0028 402-07441 2880.000 TON | 49.00000 141120.00| 49.00000 141120.00| 49.00000 141120.00
HMA BASE, TYPE B | | |
0029 406-05520 11.000 TON | 550.00000 6050.00| 0.03000 0.33| 550.00000 6050.00
ASPHALT FOR TACK COAT | | |
0030 601-94690 2.000 EACH | 3900.00000 7800.00| 4560.00000 9120.00| 3980.00000 7960.00
GUARDRAIL END TREATMENT, MS | | |
0031 601-95344 274.000 LFT | 216.00000 59184.00| 92.35000 25303.90| 245.00000 67130.00
HANDRAIL, PEDESTRIAN | | |
0032 601-99108 118.750 LFT | 36.00000 4275.00| 53.50000 6353.13| 24.00000 2850.00
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0033 603-03829 1068.000 LFT | 11.30000 12068.40| 8.00000 8544.00| 13.00000 13884.00
FENCE SPLIT RAIL, RESET | | |
0034 603-06065 55.000 LFT | 40.20000 2211.00| 10.00000 550.00| 38.00000 2090.00
FENCE, CHAIN LINK, RESET | | |
0035 604-07897 18.000 SYS | 100.00000 1800.00| 130.00000 2340.00| 83.00000 1494.00
CURB RAMP, CONCRETE, C | | |
0036 604-07898 9.000 SYS | 100.00000 900.00| 125.00000 1125.00| 83.00000 747.00
CURB RAMP, CONCRETE, D | | |
0037 604-07901 12.000 SYS | 100.00000 1200.00| 125.00000 1500.00| 100.00000 1200.00
CURB RAMP, CONCRETE, G | | |
0038 604-91404 135.000 SYS | 35.00000 4725.00| 40.00000 5400.00| 30.70000 4144.50
SIDEWALK, CONCRETE, 5 IN | | |
0039 605-06120 216.000 LFT | 16.25000 3510.00| 16.00000 3456.00| 13.00000 2808.00
CURB, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 300 -4
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 38-1625197
|NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 605-06140 10138.000 LFT | 10.35000 104928.30| 11.50000 116587.00| 15.45000 156632.10
CURB AND GUTTER, CONCRETE | | |
0041 605-06145 143.000 LFT | 21.00000 3003.00| 13.50000 1930.50| 27.40000 3918.20
CURB AND GUTTER, B, CONCRETE | | |
0042 610-07487 78.000 TON | 85.00000 6630.00| 127.00000 9906.00| 85.00000 6630.00
HMA FOR APPROACHES, TYPE B | | |
0043 610-08446 502.000 SYS | 40.00000 20080.00| 40.00000 20080.00| 37.35000 18749.70
PCCP FOR APPROACHES, 6 IN | | |
0044 610-09108 232.000 SYS | 42.00000 9744.00| 50.00000 11600.00| 44.20000 10254.40
PCCP FOR APPROACHES, 9 IN | | |
0045 611-08232 17.000 EACH | 160.00000 2720.00| 50.00000 850.00| 155.00000 2635.00
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0046 615-06490 10.000 EACH | 160.00000 1600.00| 625.00000 6250.00| 130.00000 1300.00
RIGHT OF WAY MARKER | | |
0047 615-06505 2.000 EACH | 810.00000 1620.00| 625.00000 1250.00| 800.00000 1600.00
MONUMENT, B | | |
0048 615-06527 1.000 EACH | 670.00000 670.00| 625.00000 625.00| 575.00000 575.00
MONUMENT, SECTION CORNER | | |
0049 616-02320 2524.000 SYS | 2.75000 6941.00| 4.50000 11358.00| 1.90000 4795.60
GEOTEXTILES | | |
0050 616-05689 60.000 TON | 90.00000 5400.00| 70.20000 4212.00| 73.50000 4410.00
RIPRAP, CLASS 2 | | |
0051 616-06405 24.000 TON | 70.00000 1680.00| 80.00000 1920.00| 62.00000 1488.00
RIPRAP, REVETMENT | | |
0052 621-01004 1.000 EACH | 475.00000 475.00| 450.00000 450.00| 475.00000 475.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0053 621-06545 0.200 TON | 1355.00000 271.00| 640.00000 128.00| 1355.00000 271.00
FERTILIZER | | |
0054 621-06553 65.000 LBS | 3.76000 244.40| 4.90000 318.50| 3.78000 245.70
SEED MIXTURE, R | | |
0055 621-06557 109.000 LBS | 6.05000 659.45| 4.00000 436.00| 6.05000 659.45
SEED MIXTURE, T | | |
0056 621-06565 0.800 TON | 474.00000 379.20| 700.00000 560.00| 474.00000 379.20
MULCHING MATERIAL | | |
0057 621-06567 470.000 kGAL | 1.00000 470.00| 5.30000 2491.00| 1.00000 470.00
WATER | | |
0058 621-06575 9297.000 SYS | 2.86000 26589.42| 2.77000 25752.69| 2.86000 26589.42
SODDING, NURSERY | | |
0059 628-09402 12.000 MOS | 1600.00000 19200.00| 1359.00000 16308.00| 1950.00000 23400.00
FIELD OFFICE, B | | |
0060 715-04611 4.000 EACH | 575.00000 2300.00| 455.00000 1820.00| 875.00000 3500.00
SAFETY METAL END SECTION, 4:1, 12 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 300 -5
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 38-1625197
|NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 715-05024 449.000 LFT | 58.00000 26042.00| 38.80000 17421.20| 95.30000 42789.70
PIPE, TYPE 2, CIRCULAR, 36 IN | | |
0062 715-05118 33.000 LFT | 42.00000 1386.00| 21.50000 709.50| 85.75000 2829.75
PIPE, TYPE 1, CIRCULAR, 12 IN | | |
0063 715-05119 5.000 LFT | 70.00000 350.00| 64.00000 320.00| 189.75000 948.75
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0064 715-05149 1534.000 LFT | 29.00000 44486.00| 23.40000 35895.60| 54.15000 83066.10
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0065 715-05151 510.000 LFT | 32.50000 16575.00| 26.00000 13260.00| 57.25000 29197.50
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0066 715-05152 392.000 LFT | 37.25000 14602.00| 28.50000 11172.00| 60.15000 23578.80
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0067 715-05154 1640.000 LFT | 48.00000 78720.00| 32.30000 52972.00| 64.10000 105124.00
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0068 715-05156 1511.000 LFT | 57.75000 87260.25| 48.15000 72754.65| 71.75000 108414.25
PIPE, TYPE 2, CIRCULAR, 30 IN | | |
0069 715-05203 165.000 LFT | 15.00000 2475.00| 19.00000 3135.00| 16.55000 2730.75
PIPE, TYPE 4, CIRCULAR, 4 IN | | |
0070 715-05335 100.000 LFT | 92.00000 9200.00| 105.00000 10500.00| 113.25000 11325.00
PIPE, TYPE 2, DEFORMED, MIN AREA 5.1 SF | | |
0071 715-08305 71.000 TON | 75.50000 5360.50| 190.00000 13490.00| 75.50000 5360.50
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0072 720-01092 15.000 EACH | 3700.00000 55500.00| 1663.00000 24945.00| 2835.00000 42525.00
MANHOLE, J15, MODIFIED | | |
0073 720-07301 2.000 EACH | 2000.00000 4000.00| 2010.00000 4020.00| 1725.00000 3450.00
INLET, TYPE HA | | |
0074 720-08241 1.000 EACH | 5700.00000 5700.00| 3800.00000 3800.00| 5100.00000 5100.00
MANHOLE, K15, MODIFIED | | |
0075 720-44000 8.000 EACH | 225.00000 1800.00| 510.00000 4080.00| 325.00000 2600.00
CASTING, ADJUST TO GRADE | | |
0076 720-45035 2.000 EACH | 1270.00000 2540.00| 885.00000 1770.00| 1000.00000 2000.00
INLET, F7 | | |
0077 720-45265 2.000 EACH | 1100.00000 2200.00| 653.00000 1306.00| 725.00000 1450.00
PIPE CATCH BASIN, 15 IN | | |
0078 720-94612 1.000 EACH | 4050.00000 4050.00| 2650.00000 2650.00| 3825.00000 3825.00
MANHOLE, K4 , MODIFIED | | |
0079 720-95310 1.000 EACH | 2500.00000 2500.00| 1930.00000 1930.00| 1650.00000 1650.00
INLET, P12A, MODIFIED | | |
0080 720-95409 5.000 EACH | 2900.00000 14500.00| 2110.00000 10550.00| 2150.00000 10750.00
MANHOLE, J4, MODIFIED | | |
0081 720-95422 7.000 EACH | 3000.00000 21000.00| 2360.00000 16520.00| 2150.00000 15050.00
MANHOLE, J4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 300 -6
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 38-1625197
|NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 720-98174 33.000 EACH | 2000.00000 66000.00| 1855.00000 61215.00| 1815.00000 59895.00
INLET, B15 | | |
0083 720-98555 11.000 EACH | 2075.00000 22825.00| 1925.00000 21175.00| 1950.00000 21450.00
INLET, C15 | | |
0084 732-04987 4.000 EACH | 1100.00000 4400.00| 2200.00000 8800.00| 1025.00000 4100.00
CONNECTION TO EXISTING STRUCTURE | | |
0085 732-08419 39.000 SYS | 77.00000 3003.00| 62.55000 2439.45| 121.00000 4719.00
MODULAR BLOCK WALL | | |
0086 732-08421 39.000 SYS | 280.00000 10920.00| 192.02000 7488.78| 136.00000 5304.00
MODULAR BLOCK WALL ERECTION | | |
0087 801-03290 18.000 EACH | 145.00000 2610.00| 145.00000 2610.00| 145.00000 2610.00
CONSTRUCTION SIGN, C | | |
0088 801-04308 5.000 EACH | 250.00000 1250.00| 250.00000 1250.00| 250.00000 1250.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0089 801-06207 11200.000 LFT | 0.82000 9184.00| 1.50000 16800.00| 0.82000 9184.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0090 801-06625 36.000 EACH | 60.00000 2160.00| 60.00000 2160.00| 60.00000 2160.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0091 801-06640 21.000 EACH | 139.00000 2919.00| 139.00000 2919.00| 139.00000 2919.00
CONSTRUCTION SIGN, A | | |
0092 801-06775 LUMP | 30000.00000 30000.00| 35000.00000 35000.00| 5400.00000 5400.00
MAINTAINING TRAFFIC | | |
0093 801-07118 60.000 LFT | 15.00000 900.00| 15.00000 900.00| 15.00000 900.00
BARRICADE, III-A | | |
0094 801-07119 192.000 LFT | 15.00000 2880.00| 15.00000 2880.00| 15.00000 2880.00
BARRICADE, III-B | | |
0095 802-05705 575.000 LFT | 9.00000 5175.00| 10.00000 5750.00| 9.00000 5175.00
SIGN POST, SQUARE, TYPE 2, UNREINFORCED | | |
ANCHOR BASE | | |
0096 802-09838 98.000 SFT | 14.30000 1401.40| 11.00000 1078.00| 14.30000 1401.40
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0097 802-09840 28.000 SFT | 16.00000 448.00| 12.00000 336.00| 16.00000 448.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0098 805-01844 30.000 LFT | 40.00000 1200.00| 12.00000 360.00| 40.00000 1200.00
CONDUIT, STEEL, GALVANIZED, 2 IN, | | |
UNDERGROUND | | |
0099 805-78470 2305.000 LFT | 0.20000 461.00| 0.35000 806.75| 0.20000 461.00
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0100 805-78510 430.000 LFT | 1.25000 537.50| 0.90000 387.00| 1.25000 537.50
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 300 -7
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 38-1625197
|NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |SELGE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0101 805-78785 2.000 EACH | 780.00000 1560.00| 575.00000 1150.00| 780.00000 1560.00
SIGNAL DETECTOR HOUSING | | |
0102 805-78795 215.000 LFT | 11.30000 2429.50| 10.00000 2150.00| 11.30000 2429.50
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0103 805-92504 1.000 EACH | 585.00000 585.00| 275.00000 275.00| 585.00000 585.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0104 808-06703 150.000 LFT | 0.35000 52.50| 0.35000 52.50| 0.35000 52.50
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0105 808-75245 9750.000 LFT | 0.35000 3412.50| 0.35000 3412.50| 0.35000 3412.50
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0106 808-75278 165.000 LFT | 3.00000 495.00| 3.00000 495.00| 3.00000 495.00
TRANSVERSE MARKING, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12" | | |
0107 808-75297 195.000 LFT | 5.50000 1072.50| 5.50000 1072.50| 5.50000 1072.50
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0108 808-75320 2.000 EACH | 75.00000 150.00| 75.00000 150.00| 75.00000 150.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0109 808-75325 2.000 EACH | 100.00000 200.00| 100.00000 200.00| 100.00000 200.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0110 808-92027 950.000 LFT | 2.00000 1900.00| 2.00000 1900.00| 2.00000 1900.00
LINE, THERMO, SOLID, YELLOW, 8 IN | | |
SECTION TOTALS | $ 1,836,898.04| $ 1,839,540.39| $ 2,123,603.37
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,836,898.04| $ 1,839,540.39| $ 2,123,603.37
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 300 -8
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( 5 ) 35-1120685 |( )
|PHEND & BROWN INC |WALSH & KELLY 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 | 32000.00000 32000.00| 50000.00000 50000.00|
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 | 107262.61000 107262.61| 150000.00000 150000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 10000.00000 10000.00| 75000.00000 75000.00|
CLEARING RIGHT OF WAY | | |
0009 202-90277 1.000 EACH | 265.00000 265.00| 200.00000 200.00|
DETECTOR HOUSING, REMOVE | | |
0010 203-02000 7472.000 CYS | 30.00000 224160.00| 35.00000 261520.00|
EXCAVATION, COMMON | | |
0011 203-02070 3700.000 CYS | 5.00000 18500.00| 45.00000 166500.00|
BORROW | | |
0012 205-02236 3.000 EACH | 106.00000 318.00| 325.00000 975.00|
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
DROP INLET PROTECTION | | |
0013 205-02237 62.000 EACH | 89.00000 5518.00| 165.00000 10230.00|
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0014 205-06934 4.100 TON | 522.00000 2140.20| 455.00000 1865.50|
TEMPORARY MULCHING | | |
0015 205-06937 8460.000 LFT | 1.73000 14635.80| 1.45000 12267.00|
TEMPORARY SILT FENCE | | |
0016 205-09543 100.000 TON | 60.00000 6000.00| 29.00000 2900.00|
NO 2 STONE | | |
0017 207-08267 937.000 SYS | 18.00000 16866.00| 22.00000 20614.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0018 207-08268 11100.000 SYS | 15.75000 174825.00| 20.00000 222000.00|
SUBGRADE TREATMENT, TYPE IV | | |
0019 211-09264 6029.000 CYS | 10.00000 60290.00| 13.00000 78377.00|
STRUCTURAL BACKFILL, TYPE 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 300 -9
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( 5 ) 35-1120685 |( )
|PHEND & BROWN INC |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 301-07448 230.000 TON | 50.00000 11500.00| 22.00000 5060.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0021 303-07449 115.000 TON | 40.50000 4657.50| 50.00000 5750.00|
COMPACTED AGGREGATE, NO. 73 | | |
0022 303-07662 835.000 TON | 23.00000 19205.00| 30.00000 25050.00|
STONE COBBLESTONE FOR LANDSCAPING | | |
0023 304-07490 75.000 TON | 192.00000 14400.00| 175.00000 13125.00|
HMA PATCHING, TYPE B UNDISTRIBUTED | | |
0024 306-08038 9039.000 SYS | 1.60000 14462.40| 3.50000 31636.50|
MILLING, ASPHALT, 4 IN | | |
0025 306-08043 742.000 SYS | 4.00000 2968.00| 3.50000 2597.00|
MILLING, TRANSITION | | |
0026 402-07433 1435.000 TON | 60.00000 86100.00| 53.00000 76055.00|
HMA SURFACE, TYPE B | | |
0027 402-07438 2280.000 TON | 60.00000 136800.00| 51.00000 116280.00|
HMA INTERMEDIATE, TYPE B | | |
0028 402-07441 2880.000 TON | 60.00000 172800.00| 60.00000 172800.00|
HMA BASE, TYPE B | | |
0029 406-05520 11.000 TON | 432.00000 4752.00| 0.01000 0.11|
ASPHALT FOR TACK COAT | | |
0030 601-94690 2.000 EACH | 4560.00000 9120.00| 3980.00000 7960.00|
GUARDRAIL END TREATMENT, MS | | |
0031 601-95344 274.000 LFT | 92.35000 25303.90| 245.00000 67130.00|
HANDRAIL, PEDESTRIAN | | |
0032 601-99108 118.750 LFT | 53.50000 6353.13| 24.00000 2850.00|
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0033 603-03829 1068.000 LFT | 8.00000 8544.00| 13.00000 13884.00|
FENCE SPLIT RAIL, RESET | | |
0034 603-06065 55.000 LFT | 10.00000 550.00| 38.00000 2090.00|
FENCE, CHAIN LINK, RESET | | |
0035 604-07897 18.000 SYS | 89.50000 1611.00| 100.00000 1800.00|
CURB RAMP, CONCRETE, C | | |
0036 604-07898 9.000 SYS | 89.50000 805.50| 100.00000 900.00|
CURB RAMP, CONCRETE, D | | |
0037 604-07901 12.000 SYS | 118.00000 1416.00| 100.00000 1200.00|
CURB RAMP, CONCRETE, G | | |
0038 604-91404 135.000 SYS | 41.00000 5535.00| 40.00000 5400.00|
SIDEWALK, CONCRETE, 5 IN | | |
0039 605-06120 216.000 LFT | 12.00000 2592.00| 17.00000 3672.00|
CURB, CONCRETE | | |
0040 605-06140 10138.000 LFT | 10.30000 104421.40| 17.00000 172346.00|
CURB AND GUTTER, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 300 -10
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( 5 ) 35-1120685 |( )
|PHEND & BROWN INC |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 605-06145 143.000 LFT | 19.80000 2831.40| 17.00000 2431.00|
CURB AND GUTTER, B, CONCRETE | | |
0042 610-07487 78.000 TON | 170.00000 13260.00| 175.00000 13650.00|
HMA FOR APPROACHES, TYPE B | | |
0043 610-08446 502.000 SYS | 36.00000 18072.00| 50.00000 25100.00|
PCCP FOR APPROACHES, 6 IN | | |
0044 610-09108 232.000 SYS | 46.00000 10672.00| 65.00000 15080.00|
PCCP FOR APPROACHES, 9 IN | | |
0045 611-08232 17.000 EACH | 160.00000 2720.00| 155.00000 2635.00|
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0046 615-06490 10.000 EACH | 160.00000 1600.00| 130.00000 1300.00|
RIGHT OF WAY MARKER | | |
0047 615-06505 2.000 EACH | 810.00000 1620.00| 800.00000 1600.00|
MONUMENT, B | | |
0048 615-06527 1.000 EACH | 670.00000 670.00| 575.00000 575.00|
MONUMENT, SECTION CORNER | | |
0049 616-02320 2524.000 SYS | 1.75000 4417.00| 3.45000 8707.80|
GEOTEXTILES | | |
0050 616-05689 60.000 TON | 98.00000 5880.00| 100.00000 6000.00|
RIPRAP, CLASS 2 | | |
0051 616-06405 24.000 TON | 60.00000 1440.00| 85.00000 2040.00|
RIPRAP, REVETMENT | | |
0052 621-01004 1.000 EACH | 450.00000 450.00| 475.00000 475.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0053 621-06545 0.200 TON | 640.00000 128.00| 1355.00000 271.00|
FERTILIZER | | |
0054 621-06553 65.000 LBS | 4.90000 318.50| 3.76000 244.40|
SEED MIXTURE, R | | |
0055 621-06557 109.000 LBS | 4.00000 436.00| 6.05000 659.45|
SEED MIXTURE, T | | |
0056 621-06565 0.800 TON | 700.00000 560.00| 474.00000 379.20|
MULCHING MATERIAL | | |
0057 621-06567 470.000 kGAL | 5.30000 2491.00| 1.00000 470.00|
WATER | | |
0058 621-06575 9297.000 SYS | 2.77000 25752.69| 2.86000 26589.42|
SODDING, NURSERY | | |
0059 628-09402 12.000 MOS | 1958.00000 23496.00| 2500.00000 30000.00|
FIELD OFFICE, B | | |
0060 715-04611 4.000 EACH | 553.00000 2212.00| 900.00000 3600.00|
SAFETY METAL END SECTION, 4:1, 12 IN | | |
0061 715-05024 449.000 LFT | 94.00000 42206.00| 138.00000 61962.00|
PIPE, TYPE 2, CIRCULAR, 36 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 300 -11
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( 5 ) 35-1120685 |( )
|PHEND & BROWN INC |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 715-05118 33.000 LFT | 34.50000 1138.50| 95.00000 3135.00|
PIPE, TYPE 1, CIRCULAR, 12 IN | | |
0063 715-05119 5.000 LFT | 42.50000 212.50| 400.00000 2000.00|
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0064 715-05149 1534.000 LFT | 33.00000 50622.00| 110.00000 168740.00|
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0065 715-05151 510.000 LFT | 36.50000 18615.00| 84.00000 42840.00|
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0066 715-05152 392.000 LFT | 51.00000 19992.00| 88.00000 34496.00|
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0067 715-05154 1640.000 LFT | 66.00000 108240.00| 117.00000 191880.00|
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0068 715-05156 1511.000 LFT | 122.00000 184342.00| 122.00000 184342.00|
PIPE, TYPE 2, CIRCULAR, 30 IN | | |
0069 715-05203 165.000 LFT | 3.00000 495.00| 28.00000 4620.00|
PIPE, TYPE 4, CIRCULAR, 4 IN | | |
0070 715-05335 100.000 LFT | 115.00000 11500.00| 160.00000 16000.00|
PIPE, TYPE 2, DEFORMED, MIN AREA 5.1 SF | | |
0071 715-08305 71.000 TON | 37.00000 2627.00| 175.00000 12425.00|
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0072 720-01092 15.000 EACH | 3800.00000 57000.00| 3800.00000 57000.00|
MANHOLE, J15, MODIFIED | | |
0073 720-07301 2.000 EACH | 1835.00000 3670.00| 2400.00000 4800.00|
INLET, TYPE HA | | |
0074 720-08241 1.000 EACH | 4787.00000 4787.00| 6100.00000 6100.00|
MANHOLE, K15, MODIFIED | | |
0075 720-44000 8.000 EACH | 418.00000 3344.00| 300.00000 2400.00|
CASTING, ADJUST TO GRADE | | |
0076 720-45035 2.000 EACH | 1125.00000 2250.00| 1500.00000 3000.00|
INLET, F7 | | |
0077 720-45265 2.000 EACH | 404.00000 808.00| 1350.00000 2700.00|
PIPE CATCH BASIN, 15 IN | | |
0078 720-94612 1.000 EACH | 4340.00000 4340.00| 4500.00000 4500.00|
MANHOLE, K4 , MODIFIED | | |
0079 720-95310 1.000 EACH | 1670.00000 1670.00| 2700.00000 2700.00|
INLET, P12A, MODIFIED | | |
0080 720-95409 5.000 EACH | 3140.00000 15700.00| 3100.00000 15500.00|
MANHOLE, J4, MODIFIED | | |
0081 720-95422 7.000 EACH | 3773.00000 26411.00| 3300.00000 23100.00|
MANHOLE, J4 | | |
0082 720-98174 33.000 EACH | 2163.00000 71379.00| 2340.00000 77220.00|
INLET, B15 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 300 -12
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( 5 ) 35-1120685 |( )
|PHEND & BROWN INC |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 720-98555 11.000 EACH | 2216.00000 24376.00| 2350.00000 25850.00|
INLET, C15 | | |
0084 732-04987 4.000 EACH | 727.00000 2908.00| 2900.00000 11600.00|
CONNECTION TO EXISTING STRUCTURE | | |
0085 732-08419 39.000 SYS | 62.55000 2439.45| 121.00000 4719.00|
MODULAR BLOCK WALL | | |
0086 732-08421 39.000 SYS | 192.00000 7488.00| 136.00000 5304.00|
MODULAR BLOCK WALL ERECTION | | |
0087 801-03290 18.000 EACH | 145.00000 2610.00| 145.00000 2610.00|
CONSTRUCTION SIGN, C | | |
0088 801-04308 5.000 EACH | 250.00000 1250.00| 250.00000 1250.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0089 801-06207 11200.000 LFT | 0.82000 9184.00| 0.82000 9184.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0090 801-06625 36.000 EACH | 60.00000 2160.00| 60.00000 2160.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0091 801-06640 21.000 EACH | 139.00000 2919.00| 139.00000 2919.00|
CONSTRUCTION SIGN, A | | |
0092 801-06775 LUMP | 8000.00000 8000.00| 50000.00000 50000.00|
MAINTAINING TRAFFIC | | |
0093 801-07118 60.000 LFT | 15.00000 900.00| 15.00000 900.00|
BARRICADE, III-A | | |
0094 801-07119 192.000 LFT | 15.00000 2880.00| 15.00000 2880.00|
BARRICADE, III-B | | |
0095 802-05705 575.000 LFT | 9.00000 5175.00| 7.00000 4025.00|
SIGN POST, SQUARE, TYPE 2, UNREINFORCED | | |
ANCHOR BASE | | |
0096 802-09838 98.000 SFT | 14.30000 1401.40| 21.00000 2058.00|
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0097 802-09840 28.000 SFT | 16.00000 448.00| 22.00000 616.00|
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0098 805-01844 30.000 LFT | 40.00000 1200.00| 12.00000 360.00|
CONDUIT, STEEL, GALVANIZED, 2 IN, | | |
UNDERGROUND | | |
0099 805-78470 2305.000 LFT | 0.20000 461.00| 17.00000 39185.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0100 805-78510 430.000 LFT | 1.25000 537.50| 1.50000 645.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0101 805-78785 2.000 EACH | 780.00000 1560.00| 500.00000 1000.00|
SIGNAL DETECTOR HOUSING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 300 -13
TABULATION OF BIDS
CALL ORDER : 300 CONTRACT ID : R -30864-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0997978 |( 5 ) 35-1120685 |( )
|PHEND & BROWN INC |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 805-78795 215.000 LFT | 11.30000 2429.50| 8.50000 1827.50|
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0103 805-92504 1.000 EACH | 585.00000 585.00| 58.00000 58.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0104 808-06703 150.000 LFT | 0.35000 52.50| 0.35000 52.50|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0105 808-75245 9750.000 LFT | 0.35000 3412.50| 0.35000 3412.50|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0106 808-75278 165.000 LFT | 3.00000 495.00| 3.00000 495.00|
TRANSVERSE MARKING, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12" | | |
0107 808-75297 195.000 LFT | 5.50000 1072.50| 5.50000 1072.50|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0108 808-75320 2.000 EACH | 75.00000 150.00| 75.00000 150.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0109 808-75325 2.000 EACH | 100.00000 200.00| 100.00000 200.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0110 808-92027 950.000 LFT | 2.00000 1900.00| 2.00000 1900.00|
LINE, THERMO, SOLID, YELLOW, 8 IN | | |
SECTION TOTALS | $ 2,145,252.38| $ 3,019,739.38| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,145,252.38| $ 3,019,739.38| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 310 -1
VENDOR RANKING
CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : BIKE AND PEDESTRIAN FACILITIES, ENHANCEMENT COMPLETION DATE : 06/30/11
LOCATION : ON THE WABASH HERITAGE TRAIL EXTENSION FROM TROLLEY LINE PROJECT(S) : 0710997
TRAIL TO EX WABASH H. TRAIL
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1386990 JACK ISOM CONSTRUCTION CO $ 1,330,380.05 100.0000%
2 35-1917625 MILESTONE CONTRACTORS LP $ 1,473,865.91 110.7853%
3 35-1636776 LINKEL COMPANY $ 1,636,131.45 122.9823%
4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,784,016.00 134.0982%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 310 -2
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-1636776
|JACK ISOM CONSTRUCTION CO |MILESTONE CONTRACTORS LP |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BIKE AND PEDESTRIAN FACILITIES, ENHANCEMENT
| | |
0001 105-06845 LUMP | 30000.00000 30000.00| 20000.00000 20000.00| 100000.00000 100000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 80.00000 80.00| 100.00000 100.00| 250.00000 250.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 17.000 MOS | 125.00000 2125.00| 125.00000 2125.00| 150.00000 2550.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 63000.00000 63000.00| 71000.00000 71000.00| 50000.00000 50000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-01015 LUMP | 40000.00000 40000.00| 163620.00000 163620.00| 100000.00000 100000.00
CLEARING AND GRUBBING | | |
0012 203-02000 4543.000 CYS | 14.00000 63602.00| 40.00000 181720.00| 25.00000 113575.00
EXCAVATION, COMMON | | |
0014 205-02770 434.000 SYS | 4.00000 1736.00| 1.70000 737.80| 2.00000 868.00
EROSION CONTROL BLANKET | | |
0015 205-06932 36.000 LFT | 13.75000 495.00| 15.00000 540.00| 15.00000 540.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0016 205-06933 3.000 EACH | 125.00000 375.00| 107.00000 321.00| 200.00000 600.00
TEMPORARY DITCH INLET PROTECTION | | |
0017 205-06937 1732.500 LFT | 1.50000 2598.75| 1.10000 1905.75| 2.00000 3465.00
TEMPORARY SILT FENCE | | |
0018 211-02050 500.000 CYS | 16.00000 8000.00| 40.10000 20050.00| 75.00000 37500.00
B BORROW | | |
0019 211-09264 175.500 CYS | 30.00000 5265.00| 31.00000 5440.50| 50.00000 8775.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0021 304-07491 71.100 TON | 126.50000 8994.15| 220.00000 15642.00| 200.00000 14220.00
HMA PATCHING, TYPE C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 310 -3
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-1636776
|JACK ISOM CONSTRUCTION CO |MILESTONE CONTRACTORS LP |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0022 402-07432 654.300 TON | 123.30000 80675.19| 93.00000 60849.90| 200.00000 130860.00
HMA SURFACE, TYPE A | | |
0023 402-07433 15.700 TON | 123.30000 1935.81| 105.00000 1648.50| 200.00000 3140.00
HMA SURFACE, TYPE B | | |
0024 402-07435 1219.900 TON | 85.15000 103874.49| 70.00000 85393.00| 100.00000 121990.00
HMA INTERMEDIATE, TYPE A | | |
0025 402-07438 36.700 TON | 85.15000 3125.01| 70.00000 2569.00| 100.00000 3670.00
HMA INTERMEDIATE, TYPE B | | |
0026 406-05521 7929.500 SYS | 0.11000 872.25| 0.15000 1189.43| 0.50000 3964.75
ASPHALT FOR TACK COAT | | |
0027 601-02924 67.800 LFT | 180.00000 12204.00| 210.00000 14238.00| 250.00000 16950.00
HANDRAIL, STEEL PIPE, GALVANIZED | | |
0028 604-07900 51.600 SYS | 140.00000 7224.00| 90.00000 4644.00| 280.00000 14448.00
CURB RAMP, CONCRETE, F | | |
0029 604-07901 19.200 SYS | 100.00000 1920.00| 148.00000 2841.60| 200.00000 3840.00
CURB RAMP, CONCRETE, G | | |
0030 604-07902 28.700 SYS | 100.00000 2870.00| 95.50000 2740.85| 200.00000 5740.00
CURB RAMP, CONCRETE, H | | |
0031 604-44251 7.400 CYS | 1000.00000 7400.00| 2350.00000 17390.00| 680.00000 5032.00
STEPS, CONCRETE | | |
0032 604-91531 273.400 SYS | 39.00000 10662.60| 39.00000 10662.60| 50.00000 13670.00
SIDEWALK, CONCRETE, 4 IN | | |
0033 604-95344 699.000 LFT | 70.00000 48930.00| 32.80000 22927.20| 40.00000 27960.00
HANDRAIL, PEDESTRIAN , WOOD | | |
0034 605-06120 23.000 LFT | 45.00000 1035.00| 38.00000 874.00| 30.00000 690.00
CURB, CONCRETE | | |
0035 605-06150 2516.600 LFT | 17.00000 42782.20| 12.25000 30828.35| 18.00000 45298.80
CURB AND GUTTER, C, CONCRETE | | |
0036 605-06255 30.000 SYS | 120.00000 3600.00| 129.50000 3885.00| 110.00000 3300.00
CENTER CURB, D, CONCRETE | | |
0037 610-08446 65.300 SYS | 38.00000 2481.40| 46.75000 3052.78| 50.00000 3265.00
PCCP FOR APPROACHES, 6 IN | | |
0038 610-09108 111.600 SYS | 55.00000 6138.00| 40.25000 4491.90| 54.00000 6026.40
PCCP FOR APPROACHES, 9 IN | | |
0039 616-02320 122.400 SYS | 4.00000 489.60| 2.30000 281.52| 2.00000 244.80
GEOTEXTILES | | |
0040 616-06405 60.800 TON | 30.00000 1824.00| 42.00000 2553.60| 50.00000 3040.00
RIPRAP, REVETMENT | | |
0041 621-01004 2.000 EACH | 450.00000 900.00| 360.00000 720.00| 3000.00000 6000.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0042 621-01956 311.600 LBS | 6.00000 1869.60| 2.89000 900.52| 5.00000 1558.00
SEED MIXTURE, LEGUME, 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 310 -4
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-1636776
|JACK ISOM CONSTRUCTION CO |MILESTONE CONTRACTORS LP |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0043 621-06545 0.800 TON | 1200.00000 960.00| 805.00000 644.00| 1200.00000 960.00
FERTILIZER | | |
0044 621-06553 279.000 LBS | 4.00000 1116.00| 3.26000 909.54| 5.00000 1395.00
SEED MIXTURE, R | | |
0045 621-06557 132.000 LBS | 5.00000 660.00| 2.60000 343.20| 3.00000 396.00
SEED MIXTURE, T | | |
0046 621-06565 6.600 TON | 450.00000 2970.00| 505.00000 3333.00| 700.00000 4620.00
MULCHING MATERIAL | | |
0047 621-06567 1.000 kGAL | 1.00000 1.00| 1105.00000 1105.00| 1500.00000 1500.00
WATER | | |
0048 621-06575 140.000 SYS | 7.25000 1015.00| 4.20000 588.00| 10.00000 1400.00
SODDING, NURSERY | | |
0049 628-09402 17.000 MOS | 2200.00000 37400.00| 2450.00000 41650.00| 1500.00000 25500.00
FIELD OFFICE, B | | |
0050 702-51005 1.900 CYS | 1000.00000 1900.00| 1050.00000 1995.00| 500.00000 950.00
CONCRETE, A, SUBSTRUCTURE | | |
0051 702-52376 19.800 CYS | 700.00000 13860.00| 230.00000 4554.00| 250.00000 4950.00
CONCRETE, C, STRUCTURES | | |
0052 702-90915 55.300 CYS | 700.00000 38710.00| 100.00000 5530.00| 245.00000 13548.50
CONCRETE, CLASS A | | |
0053 703-06028 783.000 LBS | 1.50000 1174.50| 1.15000 900.45| 5.00000 3915.00
REINFORCING BARS | | |
0054 711-02554 LUMP | 12000.00000 12000.00| 45000.00000 45000.00| 75000.00000 75000.00
PEDESTRIAN BRIDGE , RENOVATION | | |
0055 714-06688 25.000 LFT | 400.00000 10000.00| 730.00000 18250.00| 500.00000 12500.00
STRUCTURE, PRECAST, RC, BOX SECTION 5FT | | |
X 2FT | | |
0056 715-01472 4.000 EACH | 750.00000 3000.00| 475.00000 1900.00| 800.00000 3200.00
PIPE END SECTION, PRECAST CONCRETE, 18 | | |
IN | | |
0057 715-01765 1.000 EACH | 540.00000 540.00| 400.00000 400.00| 700.00000 700.00
PIPE END SECTION, PRECAST CONCRETE, 12 | | |
IN | | |
0058 715-05149 202.000 LFT | 18.00000 3636.00| 50.00000 10100.00| 40.00000 8080.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0059 715-05151 63.000 LFT | 25.00000 1575.00| 59.00000 3717.00| 42.00000 2646.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0060 715-05152 108.000 LFT | 36.00000 3888.00| 35.00000 3780.00| 44.00000 4752.00
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0061 715-05154 68.000 LFT | 68.00000 4624.00| 51.00000 3468.00| 55.00000 3740.00
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0062 715-05156 8.000 LFT | 102.00000 816.00| 235.00000 1880.00| 85.00000 680.00
PIPE, TYPE 2, CIRCULAR, 30 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 310 -5
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-1636776
|JACK ISOM CONSTRUCTION CO |MILESTONE CONTRACTORS LP |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 715-96389 2.000 EACH | 800.00000 1600.00| 540.00000 1080.00| 1000.00000 2000.00
PIPE END SECTION, PRECAST CONCRETE, 24 | | |
IN | | |
0064 720-03194 1.000 EACH | 2000.00000 2000.00| 2900.00000 2900.00| 2000.00000 2000.00
MANHOLE , E3 | | |
0065 720-03194 1.000 EACH | 2000.00000 2000.00| 5850.00000 5850.00| 5000.00000 5000.00
MANHOLE , RECONSTRUCT | | |
0066 720-44000 4.000 EACH | 250.00000 1000.00| 360.00000 1440.00| 1000.00000 4000.00
CASTING, ADJUST TO GRADE | | |
0067 720-45251 4.000 EACH | 1200.00000 4800.00| 2500.00000 10000.00| 800.00000 3200.00
CATCH BASIN, K10, MODIFIED | | |
0068 720-45275 2.000 EACH | 2500.00000 5000.00| 1000.00000 2000.00| 1000.00000 2000.00
PIPE CATCH BASIN, 24 IN | | |
0069 720-45410 2.000 EACH | 1300.00000 2600.00| 2650.00000 5300.00| 2500.00000 5000.00
MANHOLE, C4 | | |
0070 720-98174 1.000 EACH | 2000.00000 2000.00| 2000.00000 2000.00| 800.00000 800.00
INLET, B15 | | |
0071 732-08419 990.100 SYS | 252.00000 249505.20| 150.00000 148515.00| 160.00000 158416.00
MODULAR BLOCK WALL , LARGE UNIT | | |
0072 732-08421 990.100 SYS | 202.00000 200000.20| 190.00000 188119.00| 180.00000 178218.00
MODULAR BLOCK WALL ERECTION | | |
0073 801-03290 4.000 EACH | 180.00000 720.00| 147.00000 588.00| 300.00000 1200.00
CONSTRUCTION SIGN, C | | |
0074 801-06208 7300.000 LFT | 1.50000 10950.00| 1.26000 9198.00| 2.00000 14600.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
5 IN | | |
0075 801-06640 10.000 EACH | 250.00000 2500.00| 196.00000 1960.00| 250.00000 2500.00
CONSTRUCTION SIGN, A | | |
0076 801-06775 LUMP | 40000.00000 40000.00| 70000.00000 70000.00| 50000.00000 50000.00
MAINTAINING TRAFFIC | | |
0077 802-05701 288.000 LFT | 14.00000 4032.00| 9.70000 2793.60| 28.00000 8064.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0078 802-09838 21.800 SFT | 45.00000 981.00| 33.40000 728.12| 40.00000 872.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0079 802-91122 15.000 EACH | 125.00000 1875.00| 39.15000 587.25| 380.00000 5700.00
SIGN, GROUND MOUNTED, RESET | | |
0080 805-01842 1.000 EACH | 1000.00000 1000.00| 1222.00000 1222.00| 2500.00000 2500.00
HANDHOLE, SIGNAL | | |
0081 805-01843 1.000 EACH | 675.00000 675.00| 316.00000 316.00| 1000.00000 1000.00
SIGNAL HANDHOLE ADJUST TO GRADE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 310 -6
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1386990 |( 2 ) 35-1917625 |( 3 ) 35-1636776
|JACK ISOM CONSTRUCTION CO |MILESTONE CONTRACTORS LP |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 805-01844 110.000 LFT | 19.00000 2090.00| 19.45000 2139.50| 40.00000 4400.00
CONDUIT, STEEL, GALVANIZED, 2 IN, | | |
UNDERGROUND | | |
0083 805-02152 2.000 EACH | 750.00000 1500.00| 636.00000 1272.00| 1200.00000 2400.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOL, 18 IN | | |
0084 805-78480 554.000 LFT | 2.25000 1246.50| 2.45000 1357.30| 2.80000 1551.20
SIGNAL CABLE, 3C 14GA | | |
0085 805-78900 1.000 EACH | 1300.00000 1300.00| 975.00000 975.00| 1500.00000 1500.00
PEDESTAL FOUNDATION, A | | |
0086 805-90005 1.000 EACH | 650.00000 650.00| 500.10000 500.10| 1000.00000 1000.00
SIGNAL PEDESTAL, 10 FT | | |
0087 805-96121 2.000 EACH | 150.00000 300.00| 239.00000 478.00| 500.00000 1000.00
PEDESTRIAN PUSH BUTTON AND SIGN | | |
0088 808-06713 1310.000 LFT | 1.45000 1899.50| 1.26000 1650.60| 2.00000 2620.00
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0089 808-06716 5475.000 LFT | 0.65000 3558.75| 0.46000 2518.50| 1.00000 5475.00
LINE, REMOVE | | |
0090 808-06723 2.000 EACH | 80.00000 160.00| 55.05000 110.10| 100.00000 200.00
PAVEMENT MESSAGE MARKING, PAINT, LANE | | |
INDICATION ARROW | | |
0091 808-09314 115.000 LFT | 5.50000 632.50| 5.01000 576.15| 10.00000 1150.00
LINE, PAINT, SOLID, BLUE, 4 IN | | |
0092 808-75035 72.000 LFT | 8.00000 576.00| 7.55000 543.60| 12.00000 864.00
LINE, PAINT, SOLID, WHITE, 24 IN | | |
0093 808-75060 365.000 LFT | 4.25000 1551.25| 3.80000 1387.00| 6.00000 2190.00
TRANSVERSE MARKING, PAINT, SOLID, | | |
CROSSHATCH LINE, WHITE, 12" | | |
0094 808-97222 2.000 EACH | 180.00000 360.00| 155.00000 310.00| 250.00000 500.00
PAVEMENT MESSAGE MARKING, PAINT, | | |
HANDICAP SYMBOL | | |
0095 303-01180 4021.200 TON | 18.00000 72381.60| 24.25000 97514.10| 35.00000 140742.00
COMPACTED AGGREGATE, NO. 53 , CRUSHED | | |
LIMESTONE | | |
SECTION TOTALS | $ 1,330,380.05| $ 1,473,865.91| $ 1,636,131.45
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,330,380.05| $ 1,473,865.91| $ 1,636,131.45
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 310 -7
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BIKE AND PEDESTRIAN FACILITIES, ENHANCEMENT
| | |
0001 105-06845 LUMP | 31250.00000 31250.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 100.00000 100.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 17.000 MOS | 100.00000 1700.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 89200.80000 89200.80| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-01015 LUMP | 176700.59000 176700.59| |
CLEARING AND GRUBBING | | |
0012 203-02000 4543.000 CYS | 48.00000 218064.00| |
EXCAVATION, COMMON | | |
0014 205-02770 434.000 SYS | 2.00000 868.00| |
EROSION CONTROL BLANKET | | |
0015 205-06932 36.000 LFT | 15.00000 540.00| |
TEMPORARY CHECK DAM, STRAW BALES | | |
0016 205-06933 3.000 EACH | 90.00000 270.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0017 205-06937 1732.500 LFT | 1.25000 2165.63| |
TEMPORARY SILT FENCE | | |
0018 211-02050 500.000 CYS | 100.00000 50000.00| |
B BORROW | | |
0019 211-09264 175.500 CYS | 21.00000 3685.50| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0021 304-07491 71.100 TON | 300.00000 21330.00| |
HMA PATCHING, TYPE C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 310 -8
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0022 402-07432 654.300 TON | 82.18000 53770.37| |
HMA SURFACE, TYPE A | | |
0023 402-07433 15.700 TON | 108.98000 1710.99| |
HMA SURFACE, TYPE B | | |
0024 402-07435 1219.900 TON | 74.22000 90540.98| |
HMA INTERMEDIATE, TYPE A | | |
0025 402-07438 36.700 TON | 74.23000 2724.24| |
HMA INTERMEDIATE, TYPE B | | |
0026 406-05521 7929.500 SYS | 0.14000 1110.13| |
ASPHALT FOR TACK COAT | | |
0027 601-02924 67.800 LFT | 210.00000 14238.00| |
HANDRAIL, STEEL PIPE, GALVANIZED | | |
0028 604-07900 51.600 SYS | 160.00000 8256.00| |
CURB RAMP, CONCRETE, F | | |
0029 604-07901 19.200 SYS | 160.00000 3072.00| |
CURB RAMP, CONCRETE, G | | |
0030 604-07902 28.700 SYS | 160.00000 4592.00| |
CURB RAMP, CONCRETE, H | | |
0031 604-44251 7.400 CYS | 1500.00000 11100.00| |
STEPS, CONCRETE | | |
0032 604-91531 273.400 SYS | 47.06000 12866.20| |
SIDEWALK, CONCRETE, 4 IN | | |
0033 604-95344 699.000 LFT | 32.80000 22927.20| |
HANDRAIL, PEDESTRIAN , WOOD | | |
0034 605-06120 23.000 LFT | 91.45000 2103.35| |
CURB, CONCRETE | | |
0035 605-06150 2516.600 LFT | 15.69000 39485.45| |
CURB AND GUTTER, C, CONCRETE | | |
0036 605-06255 30.000 SYS | 220.00000 6600.00| |
CENTER CURB, D, CONCRETE | | |
0037 610-08446 65.300 SYS | 76.00000 4962.80| |
PCCP FOR APPROACHES, 6 IN | | |
0038 610-09108 111.600 SYS | 110.00000 12276.00| |
PCCP FOR APPROACHES, 9 IN | | |
0039 616-02320 122.400 SYS | 8.12000 993.89| |
GEOTEXTILES | | |
0040 616-06405 60.800 TON | 160.00000 9728.00| |
RIPRAP, REVETMENT | | |
0041 621-01004 2.000 EACH | 500.00000 1000.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0042 621-01956 311.600 LBS | 4.20000 1308.72| |
SEED MIXTURE, LEGUME, 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 310 -9
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0043 621-06545 0.800 TON | 1450.00000 1160.00| |
FERTILIZER | | |
0044 621-06553 279.000 LBS | 4.00000 1116.00| |
SEED MIXTURE, R | | |
0045 621-06557 132.000 LBS | 3.34000 440.88| |
SEED MIXTURE, T | | |
0046 621-06565 6.600 TON | 350.00000 2310.00| |
MULCHING MATERIAL | | |
0047 621-06567 1.000 kGAL | 1.00000 1.00| |
WATER | | |
0048 621-06575 140.000 SYS | 10.00000 1400.00| |
SODDING, NURSERY | | |
0049 628-09402 17.000 MOS | 2500.00000 42500.00| |
FIELD OFFICE, B | | |
0050 702-51005 1.900 CYS | 1500.00000 2850.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0051 702-52376 19.800 CYS | 600.00000 11880.00| |
CONCRETE, C, STRUCTURES | | |
0052 702-90915 55.300 CYS | 400.00000 22120.00| |
CONCRETE, CLASS A | | |
0053 703-06028 783.000 LBS | 12.00000 9396.00| |
REINFORCING BARS | | |
0054 711-02554 LUMP | 33000.00000 33000.00| |
PEDESTRIAN BRIDGE , RENOVATION | | |
0055 714-06688 25.000 LFT | 600.00000 15000.00| |
STRUCTURE, PRECAST, RC, BOX SECTION 5FT | | |
X 2FT | | |
0056 715-01472 4.000 EACH | 620.00000 2480.00| |
PIPE END SECTION, PRECAST CONCRETE, 18 | | |
IN | | |
0057 715-01765 1.000 EACH | 550.00000 550.00| |
PIPE END SECTION, PRECAST CONCRETE, 12 | | |
IN | | |
0058 715-05149 202.000 LFT | 46.00000 9292.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0059 715-05151 63.000 LFT | 68.00000 4284.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0060 715-05152 108.000 LFT | 37.00000 3996.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0061 715-05154 68.000 LFT | 40.00000 2720.00| |
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0062 715-05156 8.000 LFT | 112.00000 896.00| |
PIPE, TYPE 2, CIRCULAR, 30 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 310 -10
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 715-96389 2.000 EACH | 800.00000 1600.00| |
PIPE END SECTION, PRECAST CONCRETE, 24 | | |
IN | | |
0064 720-03194 1.000 EACH | 5400.00000 5400.00| |
MANHOLE , E3 | | |
0065 720-03194 1.000 EACH | 4500.00000 4500.00| |
MANHOLE , RECONSTRUCT | | |
0066 720-44000 4.000 EACH | 520.00000 2080.00| |
CASTING, ADJUST TO GRADE | | |
0067 720-45251 4.000 EACH | 3500.00000 14000.00| |
CATCH BASIN, K10, MODIFIED | | |
0068 720-45275 2.000 EACH | 980.00000 1960.00| |
PIPE CATCH BASIN, 24 IN | | |
0069 720-45410 2.000 EACH | 3200.00000 6400.00| |
MANHOLE, C4 | | |
0070 720-98174 1.000 EACH | 3500.00000 3500.00| |
INLET, B15 | | |
0071 732-08419 990.100 SYS | 340.00000 336634.00| |
MODULAR BLOCK WALL , LARGE UNIT | | |
0072 732-08421 990.100 SYS | 180.00000 178218.00| |
MODULAR BLOCK WALL ERECTION | | |
0073 801-03290 4.000 EACH | 200.00000 800.00| |
CONSTRUCTION SIGN, C | | |
0074 801-06208 7300.000 LFT | 1.15000 8395.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
5 IN | | |
0075 801-06640 10.000 EACH | 165.00000 1650.00| |
CONSTRUCTION SIGN, A | | |
0076 801-06775 LUMP | 7431.43000 7431.43| |
MAINTAINING TRAFFIC | | |
0077 802-05701 288.000 LFT | 13.00000 3744.00| |
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0078 802-09838 21.800 SFT | 35.00000 763.00| |
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0079 802-91122 15.000 EACH | 50.00000 750.00| |
SIGN, GROUND MOUNTED, RESET | | |
0080 805-01842 1.000 EACH | 900.00000 900.00| |
HANDHOLE, SIGNAL | | |
0081 805-01843 1.000 EACH | 595.00000 595.00| |
SIGNAL HANDHOLE ADJUST TO GRADE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 310 -11
TABULATION OF BIDS
CALL ORDER : 310 CONTRACT ID : R -31652-A COUNTIES : TIPPECANOE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 805-01844 110.000 LFT | 17.00000 1870.00| |
CONDUIT, STEEL, GALVANIZED, 2 IN, | | |
UNDERGROUND | | |
0083 805-02152 2.000 EACH | 625.00000 1250.00| |
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOL, 18 IN | | |
0084 805-78480 554.000 LFT | 2.00000 1108.00| |
SIGNAL CABLE, 3C 14GA | | |
0085 805-78900 1.000 EACH | 350.00000 350.00| |
PEDESTAL FOUNDATION, A | | |
0086 805-90005 1.000 EACH | 525.00000 525.00| |
SIGNAL PEDESTAL, 10 FT | | |
0087 805-96121 2.000 EACH | 125.00000 250.00| |
PEDESTRIAN PUSH BUTTON AND SIGN | | |
0088 808-06713 1310.000 LFT | 1.25000 1637.50| |
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0089 808-06716 5475.000 LFT | 0.55000 3011.25| |
LINE, REMOVE | | |
0090 808-06723 2.000 EACH | 35.00000 70.00| |
PAVEMENT MESSAGE MARKING, PAINT, LANE | | |
INDICATION ARROW | | |
0091 808-09314 115.000 LFT | 2.33000 267.95| |
LINE, PAINT, SOLID, BLUE, 4 IN | | |
0092 808-75035 72.000 LFT | 2.55000 183.60| |
LINE, PAINT, SOLID, WHITE, 24 IN | | |
0093 808-75060 365.000 LFT | 1.99000 726.35| |
TRANSVERSE MARKING, PAINT, SOLID, | | |
CROSSHATCH LINE, WHITE, 12" | | |
0094 808-97222 2.000 EACH | 75.00000 150.00| |
PAVEMENT MESSAGE MARKING, PAINT, | | |
HANDICAP SYMBOL | | |
0095 303-01180 4021.200 TON | 31.00000 124657.20| |
COMPACTED AGGREGATE, NO. 53 , CRUSHED | | |
LIMESTONE | | |
SECTION TOTALS | $ 1,784,016.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,784,016.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 320 -1
VENDOR RANKING
CALL ORDER : 320 CONTRACT ID : R -31664-A COUNTIES : JASPER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/15/10
LOCATION : ON I-65 FROM 2.9 MILES NORTH OF SR 14 TO 0.056 MILE SOUTH PROJECT(S) : 0710118
OF SR 10
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,375,734.15 100.0000%
2 35-1120685 WALSH & KELLY INC $ 2,424,220.15 102.0409%
3 35-1139301 E & B PAVING INC $ 2,725,666.75 114.7295%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 320 -2
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -31664-A COUNTIES : JASPER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1139301
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 2785.00000 2785.00| 15000.00000 15000.00| 15500.00000 15500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 90.00000 180.00| 110.00000 220.00| 60.00000 120.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 8.000 MOS | 60.00000 480.00| 100.00000 800.00| 60.00000 480.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 118750.00000 118750.00| 117000.00000 117000.00| 137000.00000 137000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-04435 40.000 EACH | 15.00000 600.00| 50.00000 2000.00| 10.00000 400.00
DELINEATOR POST, REMOVE | | |
0013 303-07449 3060.000 TON | 10.00000 30600.00| 22.00000 67320.00| 21.00000 64260.00
COMPACTED AGGREGATE, NO. 73 | | |
0014 304-07783 2400.000 TON | 165.00000 396000.00| 130.00000 312000.00| 76.00000 182400.00
HMA PATCHING, TYPE D | | |
0015 306-08036 212000.000 SYS | 0.72000 152640.00| 1.00000 212000.00| 1.00000 212000.00
MILLING, ASPHALT, 2 IN | | |
0016 306-08432 712.000 SYS | 4.40000 3132.80| 2.50000 1780.00| 10.00000 7120.00
MILLING, APPROACH | | |
0017 401-07349 23320.000 TON | 62.50000 1457500.00| 60.50000 1410860.00| 75.00000 1749000.00
QC/QA-HMA, 5, 70, SURFACE, 12.5 mm | | |
0018 406-05520 56.000 TON | 370.00000 20720.00| 600.00000 33600.00| 150.00000 8400.00
ASPHALT FOR TACK COAT | | |
0019 610-07788 160.000 TON | 92.00000 14720.00| 120.00000 19200.00| 50.00000 8000.00
HMA FOR APPROACHES, TYPE D | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 320 -3
TABULATION OF BIDS
CALL ORDER : 320 CONTRACT ID : R -31664-A COUNTIES : JASPER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1139301
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 619-91969 46.000 EACH | 75.00000 3450.00| 75.00000 3450.00| 75.00000 3450.00
CLEAN UNDERDRAIN OUTLET | | |
0021 628-09402 4.000 MOS | 2625.00000 10500.00| 3000.00000 12000.00| 2050.00000 8200.00
FIELD OFFICE, B | | |
0022 628-09407 8.000 MOS | 225.00000 1800.00| 300.00000 2400.00| 320.00000 2560.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0023 715-01354 19679.000 LFT | 1.65000 32470.35| 1.65000 32470.35| 1.25000 24598.75
CLEAN EXISTING PIPE UNDERDRAINS | | |
0024 801-01093 12.000 EACH | 470.00000 5640.00| 470.00000 5640.00| 470.00000 5640.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0025 801-03290 4.000 EACH | 106.00000 424.00| 106.00000 424.00| 106.00000 424.00
CONSTRUCTION SIGN, C | | |
0026 801-06203 6260.000 LFT | 0.24000 1502.40| 0.35000 2191.00| 0.01000 62.60
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0027 801-06209 6260.000 LFT | 3.42000 21409.20| 1.50000 9390.00| 1.31000 8200.60
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
6 IN | | |
0028 801-06640 40.000 EACH | 92.00000 3680.00| 92.00000 3680.00| 92.00000 3680.00
CONSTRUCTION SIGN, A | | |
0029 801-06710 200.000 DAY | 9.00000 1800.00| 9.00000 1800.00| 9.00000 1800.00
FLASHING ARROW SIGN | | |
0030 801-06775 LUMP | 25000.00000 25000.00| 85000.00000 85000.00| 208400.00000 208400.00
MAINTAINING TRAFFIC | | |
0031 801-09133 6.000 EACH | 2810.00000 16860.00| 2810.00000 16860.00| 2810.00000 16860.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0032 804-06771 40.000 EACH | 21.85000 874.00| 50.00000 2000.00| 21.85000 874.00
DELINEATOR POST, FLEXIBLE GREY | | |
0033 808-74804 60760.000 LFT | 0.28000 17012.80| 0.28000 17012.80| 0.28000 17012.80
LINE, EPOXY, SOLID, WHITE, 6 IN | | |
0034 808-74811 15190.000 LFT | 0.30000 4557.00| 0.30000 4557.00| 0.30000 4557.00
LINE, EPOXY, BROKEN, WHITE, 5 IN | | |
0035 808-75996 760.000 EACH | 4.95000 3762.00| 4.95000 3762.00| 6.22000 4727.20
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0036 808-75998 760.000 EACH | 12.98000 9864.80| 16.82000 12783.20| 17.00000 12920.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0037 808-96074 60760.000 LFT | 0.28000 17012.80| 0.28000 17012.80| 0.28000 17012.80
LINE, EPOXY, SOLID, YELLOW, 6 IN | | |
SECTION TOTALS | $ 2,375,734.15| $ 2,424,220.15| $ 2,725,666.75
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,375,734.15| $ 2,424,220.15| $ 2,725,666.75
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 330 -1
VENDOR RANKING
CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 05/31/11
LOCATION : ON CR 250N FROM 1230 FEET WEST OF CR 925W TO 300 FEET WEST PROJECT(S) : 0810102
OF SR 5
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1185040 NIBLOCK EXCAVATING INC $ 2,988,962.58 100.0000%
2 35-1120685 WALSH & KELLY INC $ 3,018,766.16 100.9971%
3 35-0997978 PHEND & BROWN INC $ 3,269,852.64 109.3976%
4 35-0918397 RIETH RILEY CONSTRUCTION $ 3,288,901.37 110.0349%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 330 -2
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1185040 |( 2 ) 35-1120685 |( 3 ) 35-0997978
|NIBLOCK EXCAVATING INC |WALSH & KELLY INC |PHEND & BROWN 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 | 20000.00000 20000.00| 30000.00000 30000.00| 50000.00000 50000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 120.00000 240.00| 50.00000 100.00| 300.00000 600.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 36.000 MOS | 75.00000 2700.00| 50.00000 1800.00| 50.00000 1800.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 120000.00000 120000.00| 147500.00000 147500.00| 175000.00000 175000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 20000.00000 20000.00| 53000.00000 53000.00| 105000.00000 105000.00
CLEARING RIGHT OF WAY | | |
0013 202-01000 LUMP | 25000.00000 25000.00| 5000.00000 5000.00| 40000.00000 40000.00
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |
0014 203-02000 22366.000 CYS | 11.50000 257209.00| 12.50000 279575.00| 12.30000 275101.80
EXCAVATION, COMMON | | |
0015 205-03371 50.000 CYS | 10.00000 500.00| 5.00000 250.00| 20.00000 1000.00
SEDIMENT, REMOVE | | |
0016 205-06931 58.000 TON | 50.00000 2900.00| 40.00000 2320.00| 60.00000 3480.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0017 205-06933 2.000 EACH | 125.00000 250.00| 100.00000 200.00| 125.00000 250.00
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06936 159.000 TON | 20.00000 3180.00| 40.00000 6360.00| 55.00000 8745.00
TEMPORARY SEDIMENT TRAP | | |
0019 205-06937 1509.000 LFT | 1.74000 2625.66| 1.74000 2625.66| 1.74000 2625.66
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 330 -3
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1185040 |( 2 ) 35-1120685 |( 3 ) 35-0997978
|NIBLOCK EXCAVATING INC |WALSH & KELLY INC |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08263 37328.000 SYS | 4.50000 167976.00| 5.00000 186640.00| 4.46000 166482.88
SUBGRADE TREATMENT, TYPE IA | | |
0021 207-08267 2858.000 SYS | 8.25000 23578.50| 15.00000 42870.00| 10.60000 30294.80
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 211-09264 15543.000 CYS | 12.50000 194287.50| 18.50000 287545.50| 0.01000 155.43
STRUCTURAL BACKFILL, TYPE 1 | | |
0023 211-09266 221.000 CYS | 48.60000 10740.60| 45.00000 9945.00| 12.20000 2696.20
STRUCTURAL BACKFILL, TYPE 3 | | |
0024 301-07448 2434.000 TON | 16.50000 40161.00| 16.00000 38944.00| 13.60000 33102.40
COMPACTED AGGREGATE, NO. 53, BASE | | |
0025 303-07449 51.000 TON | 26.00000 1326.00| 25.00000 1275.00| 13.60000 693.60
COMPACTED AGGREGATE, NO. 73 | | |
0026 303-08210 200.000 TON | 26.00000 5200.00| 25.00000 5000.00| 23.00000 4600.00
COMPACTED AGGREGATE NO. 53, TEMP FOR | | |
DRIVEWAYS (UNDISTRIBUTED) | | |
0027 401-06264 LUMP | 10000.00000 10000.00| 3000.00000 3000.00| 8000.00000 8000.00
PROFILOGRAPH, HMA | | |
0028 401-07320 310.000 TON | 90.00000 27900.00| 65.00000 20150.00| 69.00000 21390.00
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
(STEEL FURNACE SLAG) | | |
0029 401-07321 2282.000 TON | 57.00000 130074.00| 55.00000 125510.00| 59.00000 134638.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0030 401-07390 3824.000 TON | 50.00000 191200.00| 40.00000 152960.00| 49.00000 187376.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0031 401-07406 931.000 TON | 50.00000 46550.00| 45.00000 41895.00| 51.00000 47481.00
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0032 401-07423 10102.000 TON | 50.00000 505100.00| 40.00000 404080.00| 51.00000 515202.00
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0033 401-07429 4139.000 TON | 50.00000 206950.00| 35.00000 144865.00| 54.00000 223506.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | |
0 mm | | |
0034 406-05520 30.000 TON | 500.00000 15000.00| 0.01000 0.30| 0.01000 0.30
ASPHALT FOR TACK COAT | | |
0035 601-01848 1.000 EACH | 1700.00000 1700.00| 1865.00000 1865.00| 1700.00000 1700.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0036 601-94689 1.000 EACH | 2700.00000 2700.00| 2500.00000 2500.00| 3100.00000 3100.00
GUARDRAIL END TREATMENT, OS | | |
0037 601-99105 318.750 LFT | 20.00000 6375.00| 18.00000 5737.50| 20.00000 6375.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0038 604-91531 12.000 SYS | 55.00000 660.00| 65.18000 782.16| 95.00000 1140.00
SIDEWALK, CONCRETE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 330 -4
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1185040 |( 2 ) 35-1120685 |( 3 ) 35-0997978
|NIBLOCK EXCAVATING INC |WALSH & KELLY INC |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 605-52807 6909.000 LFT | 12.00000 82908.00| 16.94000 117038.46| 11.30000 78071.70
CURB AND GUTTER, COMBINED | | |
0040 607-92907 60.000 LFT | 35.00000 2100.00| 18.00000 1080.00| 82.00000 4920.00
GUTTER CONCRETE, TURNOUT | | |
0041 610-07487 865.000 TON | 55.00000 47575.00| 70.00000 60550.00| 62.00000 53630.00
HMA FOR APPROACHES, TYPE B | | |
0042 610-08446 2023.000 SYS | 45.00000 91035.00| 35.00000 70805.00| 45.00000 91035.00
PCCP FOR APPROACHES, 6 IN | | |
0043 610-09108 353.000 SYS | 52.00000 18356.00| 45.00000 15885.00| 53.00000 18709.00
PCCP FOR APPROACHES, 9 IN | | |
0044 611-06497 14.000 EACH | 140.00000 1960.00| 175.00000 2450.00| 140.00000 1960.00
MAILBOX ASSEMBLY, SINGLE | | |
0045 611-06498 2.000 EACH | 170.00000 340.00| 245.00000 490.00| 170.00000 340.00
MAILBOX ASSEMBLY, DOUBLE | | |
0046 615-06490 38.000 EACH | 145.00000 5510.00| 135.00000 5130.00| 145.00000 5510.00
RIGHT OF WAY MARKER | | |
0047 615-06505 15.000 EACH | 650.00000 9750.00| 735.00000 11025.00| 650.00000 9750.00
MONUMENT, B | | |
0048 615-06527 1.000 EACH | 550.00000 550.00| 600.00000 600.00| 550.00000 550.00
MONUMENT, SECTION CORNER | | |
0049 616-02320 244.000 SYS | 5.00000 1220.00| 1.00000 244.00| 4.20000 1024.80
GEOTEXTILES | | |
0050 616-06405 21.000 TON | 50.00000 1050.00| 40.00000 840.00| 60.00000 1260.00
RIPRAP, REVETMENT | | |
0051 621-01004 2.000 EACH | 550.00000 1100.00| 550.00000 1100.00| 550.00000 1100.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0052 621-06545 1.000 TON | 1047.00000 1047.00| 1047.00000 1047.00| 1047.00000 1047.00
FERTILIZER | | |
0053 621-06553 408.000 LBS | 2.91000 1187.28| 2.91000 1187.28| 2.91000 1187.28
SEED MIXTURE, R | | |
0054 621-06557 180.000 LBS | 4.90000 882.00| 4.90000 882.00| 4.90000 882.00
SEED MIXTURE, T | | |
0055 621-06565 4.800 TON | 366.00000 1756.80| 366.00000 1756.80| 366.00000 1756.80
MULCHING MATERIAL | | |
0056 621-06567 68.000 kGAL | 1.00000 68.00| 1.00000 68.00| 1.00000 68.00
WATER | | |
0057 621-06574 7131.000 SYS | 2.85000 20323.35| 4.01000 28595.31| 2.85000 20323.35
SODDING | | |
0058 625-09373 242.000 CYS | 290.00000 70180.00| 119.10000 28822.20| 260.00000 62920.00
GABIONS, METALLIC COATED | | |
0059 628-09403 18.000 MOS | 1500.00000 27000.00| 1800.00000 32400.00| 1900.00000 34200.00
FIELD OFFICE, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 330 -5
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1185040 |( 2 ) 35-1120685 |( 3 ) 35-0997978
|NIBLOCK EXCAVATING INC |WALSH & KELLY INC |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 628-09407 18.000 MOS | 200.00000 3600.00| 100.00000 1800.00| 231.00000 4158.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0061 715-05048 14281.000 LFT | 5.10000 72833.10| 3.45000 49269.45| 3.45000 49269.45
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0062 715-05053 610.000 LFT | 22.65000 13816.50| 15.00000 9150.00| 15.00000 9150.00
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0063 715-05118 100.000 LFT | 50.00000 5000.00| 97.00000 9700.00| 27.00000 2700.00
PIPE, TYPE 1, CIRCULAR, 12 IN | | |
(UNDISTRIBUTED FOR FIELD TILE REPLACEMEN| | |
0064 715-05119 63.000 LFT | 37.00000 2331.00| 25.00000 1575.00| 30.00000 1890.00
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0065 715-05121 70.000 LFT | 37.00000 2590.00| 28.00000 1960.00| 37.00000 2590.00
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0066 715-05149 702.000 LFT | 43.00000 30186.00| 34.00000 23868.00| 22.00000 15444.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0067 715-05151 559.000 LFT | 32.00000 17888.00| 38.00000 21242.00| 26.00000 14534.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0068 715-05152 1195.000 LFT | 33.00000 39435.00| 53.00000 63335.00| 34.00000 40630.00
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0069 715-05154 1845.000 LFT | 42.00000 77490.00| 74.00000 136530.00| 75.00000 138375.00
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0070 715-05156 480.000 LFT | 54.00000 25920.00| 90.00000 43200.00| 95.00000 45600.00
PIPE, TYPE 2, CIRCULAR, 30 IN | | |
0071 715-05169 229.000 LFT | 33.00000 7557.00| 36.00000 8244.00| 22.00000 5038.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0072 715-09064 5143.000 LFT | 1.25000 6428.75| 2.75000 14143.25| 1.25000 6428.75
VIDEO INSPECTION FOR PIPE | | |
0073 715-46005 12.000 EACH | 350.00000 4200.00| 435.00000 5220.00| 350.00000 4200.00
PIPE END SECTION, 15 IN | | |
0074 715-46010 2.000 EACH | 465.00000 930.00| 1055.00000 2110.00| 420.00000 840.00
PIPE END SECTION, 18 IN | | |
0075 715-46030 1.000 EACH | 880.00000 880.00| 1600.00000 1600.00| 750.00000 750.00
PIPE END SECTION, 30 IN | | |
0076 718-06528 2.000 EACH | 1250.00000 2500.00| 1200.00000 2400.00| 1200.00000 2400.00
OUTLET PROTECTOR, 1 | | |
0077 718-06529 8.000 EACH | 1250.00000 10000.00| 900.00000 7200.00| 900.00000 7200.00
OUTLET PROTECTOR, 2 | | |
0078 718-06532 3000.000 LFT | 0.90000 2700.00| 0.85000 2550.00| 0.90000 2700.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0079 718-52610 1507.000 CYS | 40.00000 60280.00| 50.00000 75350.00| 50.00000 75350.00
AGGREGATE FOR UNDERDRAINS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 330 -6
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1185040 |( 2 ) 35-1120685 |( 3 ) 35-0997978
|NIBLOCK EXCAVATING INC |WALSH & KELLY INC |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 720-45030 1.000 EACH | 950.00000 950.00| 1550.00000 1550.00| 4500.00000 4500.00
INLET, E7 | | |
0081 720-45035 1.000 EACH | 950.00000 950.00| 1650.00000 1650.00| 4500.00000 4500.00
INLET, F7 | | |
0082 720-45075 3.000 EACH | 1900.00000 5700.00| 2165.00000 6495.00| 4600.00000 13800.00
INLET, R13 | | |
0083 720-45410 16.000 EACH | 2000.00000 32000.00| 2395.00000 38320.00| 6000.00000 96000.00
MANHOLE, C4 | | |
0084 720-95422 3.000 EACH | 3600.00000 10800.00| 3535.00000 10605.00| 8000.00000 24000.00
MANHOLE, J4 | | |
0085 720-98174 17.000 EACH | 2200.00000 37400.00| 1843.00000 31331.00| 5000.00000 85000.00
INLET, B15 | | |
0086 720-98555 16.000 EACH | 2400.00000 38400.00| 2112.00000 33792.00| 5000.00000 80000.00
INLET, C15 | | |
0087 801-03290 2.000 EACH | 139.00000 278.00| 139.00000 278.00| 139.00000 278.00
CONSTRUCTION SIGN, C | | |
0088 801-04308 10.000 EACH | 200.00000 2000.00| 200.00000 2000.00| 200.00000 2000.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0089 801-06625 15.000 EACH | 60.00000 900.00| 60.00000 900.00| 60.00000 900.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0090 801-06640 11.000 EACH | 125.00000 1375.00| 125.00000 1375.00| 125.00000 1375.00
CONSTRUCTION SIGN, A | | |
0091 801-06645 2.000 EACH | 50.00000 100.00| 50.00000 100.00| 50.00000 100.00
CONSTRUCTION SIGN, B | | |
0092 801-06775 LUMP | 25000.00000 25000.00| 2600.00000 2600.00| 69000.00000 69000.00
MAINTAINING TRAFFIC | | |
0093 801-07119 120.000 LFT | 12.00000 1440.00| 12.00000 1440.00| 12.00000 1440.00
BARRICADE, III-B | | |
0094 802-05701 231.000 LFT | 11.00000 2541.00| 15.00000 3465.00| 11.00000 2541.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0095 802-09838 93.250 SFT | 16.00000 1492.00| 25.00000 2331.25| 16.00000 1492.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0096 802-09839 30.000 SFT | 18.50000 555.00| 40.00000 1200.00| 18.50000 555.00
SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | |
0.100 IN THICKNESS | | |
0097 802-09840 3.000 SFT | 17.50000 52.50| 38.00000 114.00| 17.50000 52.50
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0098 808-06703 13323.000 LFT | 0.32000 4263.36| 0.32000 4263.36| 0.27000 3597.21
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 330 -7
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1185040 |( 2 ) 35-1120685 |( 3 ) 35-0997978
|NIBLOCK EXCAVATING INC |WALSH & KELLY INC |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0099 808-75240 595.000 LFT | 0.32000 190.40| 0.32000 190.40| 0.27000 160.65
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0100 808-75245 9904.000 LFT | 0.32000 3169.28| 0.32000 3169.28| 0.27000 2674.08
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0101 808-75297 88.000 LFT | 8.00000 704.00| 8.00000 704.00| 8.00000 704.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0102 808-75998 244.000 EACH | 17.00000 4148.00| 17.00000 4148.00| 17.00000 4148.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 2,988,962.58| $ 3,018,766.16| $ 3,269,852.64
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,988,962.58| $ 3,018,766.16| $ 3,269,852.64
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 330 -8
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD RECONSTRUCTION
| | |
0001 105-06845 LUMP | 25000.00000 25000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 36.000 MOS | 75.00000 2700.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 155000.00000 155000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 80000.00000 80000.00| |
CLEARING RIGHT OF WAY | | |
0013 202-01000 LUMP | 20000.00000 20000.00| |
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |
0014 203-02000 22366.000 CYS | 15.00000 335490.00| |
EXCAVATION, COMMON | | |
0015 205-03371 50.000 CYS | 51.00000 2550.00| |
SEDIMENT, REMOVE | | |
0016 205-06931 58.000 TON | 58.00000 3364.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0017 205-06933 2.000 EACH | 128.00000 256.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06936 159.000 TON | 60.00000 9540.00| |
TEMPORARY SEDIMENT TRAP | | |
0019 205-06937 1509.000 LFT | 1.85000 2791.65| |
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 330 -9
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08263 37328.000 SYS | 4.00000 149312.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0021 207-08267 2858.000 SYS | 9.25000 26436.50| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 211-09264 15543.000 CYS | 22.00000 341946.00| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0023 211-09266 221.000 CYS | 39.00000 8619.00| |
STRUCTURAL BACKFILL, TYPE 3 | | |
0024 301-07448 2434.000 TON | 17.00000 41378.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0025 303-07449 51.000 TON | 37.00000 1887.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0026 303-08210 200.000 TON | 55.00000 11000.00| |
COMPACTED AGGREGATE NO. 53, TEMP FOR | | |
DRIVEWAYS (UNDISTRIBUTED) | | |
0027 401-06264 LUMP | 2000.00000 2000.00| |
PROFILOGRAPH, HMA | | |
0028 401-07320 310.000 TON | 53.00000 16430.00| |
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
(STEEL FURNACE SLAG) | | |
0029 401-07321 2282.000 TON | 56.00000 127792.00| |
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0030 401-07390 3824.000 TON | 49.00000 187376.00| |
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0031 401-07406 931.000 TON | 49.00000 45619.00| |
QC/QA-HMA, 1, 64, BASE, 25.0 mm | | |
0032 401-07423 10102.000 TON | 47.00000 474794.00| |
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0033 401-07429 4139.000 TON | 52.50000 217297.50| |
QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | |
0 mm | | |
0034 406-05520 30.000 TON | 1.00000 30.00| |
ASPHALT FOR TACK COAT | | |
0035 601-01848 1.000 EACH | 1984.04000 1984.04| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0036 601-94689 1.000 EACH | 2659.57000 2659.57| |
GUARDRAIL END TREATMENT, OS | | |
0037 601-99105 318.750 LFT | 19.15000 6104.06| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0038 604-91531 12.000 SYS | 65.00000 780.00| |
SIDEWALK, CONCRETE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 330 -10
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 605-52807 6909.000 LFT | 12.75000 88089.75| |
CURB AND GUTTER, COMBINED | | |
0040 607-92907 60.000 LFT | 28.00000 1680.00| |
GUTTER CONCRETE, TURNOUT | | |
0041 610-07487 865.000 TON | 81.52000 70514.80| |
HMA FOR APPROACHES, TYPE B | | |
0042 610-08446 2023.000 SYS | 36.64000 74122.72| |
PCCP FOR APPROACHES, 6 IN | | |
0043 610-09108 353.000 SYS | 41.00000 14473.00| |
PCCP FOR APPROACHES, 9 IN | | |
0044 611-06497 14.000 EACH | 186.17000 2606.38| |
MAILBOX ASSEMBLY, SINGLE | | |
0045 611-06498 2.000 EACH | 260.64000 521.28| |
MAILBOX ASSEMBLY, DOUBLE | | |
0046 615-06490 38.000 EACH | 143.62000 5457.56| |
RIGHT OF WAY MARKER | | |
0047 615-06505 15.000 EACH | 781.91000 11728.65| |
MONUMENT, B | | |
0048 615-06527 1.000 EACH | 638.30000 638.30| |
MONUMENT, SECTION CORNER | | |
0049 616-02320 244.000 SYS | 1.46000 356.24| |
GEOTEXTILES | | |
0050 616-06405 21.000 TON | 55.33000 1161.93| |
RIPRAP, REVETMENT | | |
0051 621-01004 2.000 EACH | 585.11000 1170.22| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0052 621-06545 1.000 TON | 1113.83000 1113.83| |
FERTILIZER | | |
0053 621-06553 408.000 LBS | 3.10000 1264.80| |
SEED MIXTURE, R | | |
0054 621-06557 180.000 LBS | 5.21000 937.80| |
SEED MIXTURE, T | | |
0055 621-06565 4.800 TON | 389.36000 1868.93| |
MULCHING MATERIAL | | |
0056 621-06567 68.000 kGAL | 1.06000 72.08| |
WATER | | |
0057 621-06574 7131.000 SYS | 6.54000 46636.74| |
SODDING | | |
0058 625-09373 242.000 CYS | 198.00000 47916.00| |
GABIONS, METALLIC COATED | | |
0059 628-09403 18.000 MOS | 1800.00000 32400.00| |
FIELD OFFICE, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 330 -11
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 628-09407 18.000 MOS | 150.00000 2700.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0061 715-05048 14281.000 LFT | 4.00000 57124.00| |
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0062 715-05053 610.000 LFT | 16.00000 9760.00| |
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0063 715-05118 100.000 LFT | 28.00000 2800.00| |
PIPE, TYPE 1, CIRCULAR, 12 IN | | |
(UNDISTRIBUTED FOR FIELD TILE REPLACEMEN| | |
0064 715-05119 63.000 LFT | 34.00000 2142.00| |
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0065 715-05121 70.000 LFT | 33.50000 2345.00| |
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0066 715-05149 702.000 LFT | 40.00000 28080.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0067 715-05151 559.000 LFT | 42.00000 23478.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0068 715-05152 1195.000 LFT | 44.00000 52580.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0069 715-05154 1845.000 LFT | 49.00000 90405.00| |
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0070 715-05156 480.000 LFT | 56.00000 26880.00| |
PIPE, TYPE 2, CIRCULAR, 30 IN | | |
0071 715-05169 229.000 LFT | 38.00000 8702.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0072 715-09064 5143.000 LFT | 1.33000 6840.19| |
VIDEO INSPECTION FOR PIPE | | |
0073 715-46005 12.000 EACH | 600.00000 7200.00| |
PIPE END SECTION, 15 IN | | |
0074 715-46010 2.000 EACH | 700.00000 1400.00| |
PIPE END SECTION, 18 IN | | |
0075 715-46030 1.000 EACH | 1000.00000 1000.00| |
PIPE END SECTION, 30 IN | | |
0076 718-06528 2.000 EACH | 1400.00000 2800.00| |
OUTLET PROTECTOR, 1 | | |
0077 718-06529 8.000 EACH | 800.00000 6400.00| |
OUTLET PROTECTOR, 2 | | |
0078 718-06532 3000.000 LFT | 0.96000 2880.00| |
VIDEO INSPECTION FOR UNDERDRAINS | | |
0079 718-52610 1507.000 CYS | 40.00000 60280.00| |
AGGREGATE FOR UNDERDRAINS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 330 -12
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 720-45030 1.000 EACH | 2600.00000 2600.00| |
INLET, E7 | | |
0081 720-45035 1.000 EACH | 2100.00000 2100.00| |
INLET, F7 | | |
0082 720-45075 3.000 EACH | 2750.00000 8250.00| |
INLET, R13 | | |
0083 720-45410 16.000 EACH | 3500.00000 56000.00| |
MANHOLE, C4 | | |
0084 720-95422 3.000 EACH | 3800.00000 11400.00| |
MANHOLE, J4 | | |
0085 720-98174 17.000 EACH | 2000.00000 34000.00| |
INLET, B15 | | |
0086 720-98555 16.000 EACH | 2000.00000 32000.00| |
INLET, C15 | | |
0087 801-03290 2.000 EACH | 147.87000 295.74| |
CONSTRUCTION SIGN, C | | |
0088 801-04308 10.000 EACH | 212.77000 2127.70| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0089 801-06625 15.000 EACH | 63.83000 957.45| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0090 801-06640 11.000 EACH | 132.98000 1462.78| |
CONSTRUCTION SIGN, A | | |
0091 801-06645 2.000 EACH | 53.19000 106.38| |
CONSTRUCTION SIGN, B | | |
0092 801-06775 LUMP | 17000.00000 17000.00| |
MAINTAINING TRAFFIC | | |
0093 801-07119 120.000 LFT | 12.77000 1532.40| |
BARRICADE, III-B | | |
0094 802-05701 231.000 LFT | 11.70000 2702.70| |
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0095 802-09838 93.250 SFT | 17.02000 1587.12| |
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0096 802-09839 30.000 SFT | 19.68000 590.40| |
SIGN, DOUBLE-FACED, SHEET, WITH LEGEND | | |
0.100 IN THICKNESS | | |
0097 802-09840 3.000 SFT | 18.62000 55.86| |
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0098 808-06703 13323.000 LFT | 0.34000 4529.82| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 330 -13
TABULATION OF BIDS
CALL ORDER : 330 CONTRACT ID : R -31888-A COUNTIES : LAGRANGE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0099 808-75240 595.000 LFT | 0.34000 202.30| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0100 808-75245 9904.000 LFT | 0.34000 3367.36| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0101 808-75297 88.000 LFT | 8.51000 748.88| |
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0102 808-75998 244.000 EACH | 18.09000 4413.96| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 3,288,901.37| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,288,901.37| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 340 -1
VENDOR RANKING
CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : ROAD REHABILITATION COMPLETION DATE : 11/12/10
LOCATION : ON US 30 FROM SR 17 TO SR 19 PROJECT(S) : 0900264
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 5,442,688.80 100.0000%
2 35-0997978 PHEND & BROWN INC $ 5,674,524.30 104.2596%
3 35-1120685 WALSH & KELLY INC $ 5,883,622.78 108.1014%
4 35-0918397 RIETH RILEY CONSTRUCTION $ 6,088,205.80 111.8603%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 340 -2
TABULATION OF BIDS
CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1120685
|E & B PAVING INC |PHEND & BROWN INC |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD REHABILITATION
| | |
0001 105-06845 LUMP | 2400.00000 2400.00| 30000.00000 30000.00| 8000.00000 8000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 60.00000 180.00| 300.00000 900.00| 125.00000 375.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 85.00000 1020.00| 50.00000 600.00| 200.00000 2400.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 271000.00000 271000.00| 285000.00000 285000.00| 290000.00000 290000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-04435 500.000 EACH | 3.65000 1825.00| 8.00000 4000.00| 8.00000 4000.00
DELINEATOR POST, REMOVE | | |
0013 203-08607 8500.000 LFT | 0.25000 2125.00| 0.01000 85.00| 8.00000 68000.00
LINEAR GRADING | | |
0015 304-07783 5000.000 TON | 75.00000 375000.00| 85.00000 425000.00| 125.00000 625000.00
HMA PATCHING, TYPE D | | |
0016 306-08034 546000.000 SYS | 0.07000 38220.00| 0.05000 27300.00| 1.15000 627900.00
MILLING, ASPHALT, 1 1/2 IN | | |
0017 306-08043 11500.000 SYS | 0.01000 115.00| 0.01000 115.00| 1.15000 13225.00
MILLING, TRANSITION | | |
0018 306-08432 7250.000 SYS | 0.01000 72.50| 0.01000 72.50| 2.00000 14500.00
MILLING, APPROACH | | |
0019 401-06264 LUMP | 4000.00000 4000.00| 34000.00000 34000.00| 12000.00000 12000.00
PROFILOGRAPH, HMA | | |
0024 402-05494 2500.000 LFT | 2.60000 6500.00| 1.00000 2500.00| 6.00000 15000.00
HMA RUMBLE STRIPS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 340 -3
TABULATION OF BIDS
CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1120685
|E & B PAVING INC |PHEND & BROWN INC |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0027 406-05520 220.000 TON | 50.00000 11000.00| 1.00000 220.00| 550.00000 121000.00
ASPHALT FOR TACK COAT | | |
0028 601-01128 8.000 EACH | 1200.00000 9600.00| 1200.00000 9600.00| 1200.00000 9600.00
GUARDRAIL TRANSITION TYPE WGB | | |
0029 601-02241 3250.000 LFT | 1.25000 4062.50| 2.30000 7475.00| 1.25000 4062.50
GUARDRAIL, REMOVE | | |
0031 601-07050 10.000 EACH | 1440.00000 14400.00| 1440.00000 14400.00| 1440.00000 14400.00
GUARDRAIL END TREATMENT, OS, RESET | | |
0032 601-08434 3.000 EACH | 1150.00000 3450.00| 1150.00000 3450.00| 1150.00000 3450.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0033 601-94689 5.000 EACH | 2450.00000 12250.00| 4000.00000 20000.00| 2450.00000 12250.00
GUARDRAIL END TREATMENT, OS | | |
0034 601-94690 6.000 EACH | 4165.00000 24990.00| 6000.00000 36000.00| 4165.15000 24990.90
GUARDRAIL END TREATMENT, MS | | |
0038 610-07488 1600.000 TON | 40.00000 64000.00| 25.00000 40000.00| 50.00000 80000.00
HMA FOR APPROACHES, TYPE C | | |
0039 615-06520 1.000 EACH | 1510.00000 1510.00| 1510.00000 1510.00| 800.00000 800.00
MONUMENT, RE-ESTABLISH | | |
0040 628-09403 12.000 MOS | 1500.00000 18000.00| 2000.00000 24000.00| 2500.00000 30000.00
FIELD OFFICE, C | | |
0041 628-09407 12.000 MOS | 330.00000 3960.00| 231.00000 2772.00| 300.00000 3600.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0042 801-01093 8.000 EACH | 485.00000 3880.00| 500.00000 4000.00| 139.00000 1112.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0043 801-03290 9.000 EACH | 96.00000 864.00| 99.00000 891.00| 99.00000 891.00
CONSTRUCTION SIGN, C | | |
0044 801-06203 33200.000 LFT | 0.01000 332.00| 0.13000 4316.00| 0.12000 3984.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0045 801-06207 16600.000 LFT | 1.00000 16600.00| 0.59000 9794.00| 1.00000 16600.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0046 801-06640 53.000 EACH | 84.00000 4452.00| 81.00000 4293.00| 81.00000 4293.00
CONSTRUCTION SIGN, A | | |
0047 801-06710 360.000 DAY | 8.00000 2880.00| 8.00000 2880.00| 8.00000 2880.00
FLASHING ARROW SIGN | | |
0048 801-06775 LUMP | 12400.00000 12400.00| 90000.00000 90000.00| 65000.00000 65000.00
MAINTAINING TRAFFIC | | |
0049 801-09133 2.000 EACH | 2970.00000 5940.00| 3600.00000 7200.00| 8592.74000 17185.48
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 340 -4
TABULATION OF BIDS
CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1120685
|E & B PAVING INC |PHEND & BROWN INC |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0052 804-06771 500.000 EACH | 21.70000 10850.00| 30.00000 15000.00| 30.00000 15000.00
DELINEATOR POST, FLEXIBLE | | |
0053 805-02503 2000.000 LFT | 0.45000 900.00| 0.40000 800.00| 0.40000 800.00
CABLE, ROADWAY LOOP, 1C 14GA. | | |
0054 805-78785 7.000 EACH | 600.00000 4200.00| 670.00000 4690.00| 670.00000 4690.00
SIGNAL DETECTOR HOUSING | | |
0055 805-78795 925.000 LFT | 11.00000 10175.00| 9.00000 8325.00| 9.00000 8325.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0056 808-03002 1500.000 LFT | 0.50000 750.00| 1.00000 1500.00| 0.50000 750.00
LINE, EPOXY, BROKEN, WHITE, 4 IN | | |
0057 808-03631 5000.000 LFT | 0.50000 2500.00| 0.50000 2500.00| 0.50000 2500.00
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0058 808-06701 50000.000 LFT | 0.28000 14000.00| 0.50000 25000.00| 0.28000 14000.00
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0059 808-06703 188000.000 LFT | 0.28000 52640.00| 0.28000 52640.00| 0.28000 52640.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0060 808-06705 700.000 LFT | 1.25000 875.00| 1.25000 875.00| 1.25000 875.00
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0061 808-75245 160000.000 LFT | 0.28000 44800.00| 0.28000 44800.00| 0.28000 44800.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0062 808-75272 800.000 LFT | 4.00000 3200.00| 4.00000 3200.00| 4.00000 3200.00
TRANSVERSE MARKING, THERMOPLASTIC, | | |
SOLID, CROSSHATCH LINE, WHITE, 24" | | |
0063 808-75297 220.000 LFT | 4.00000 880.00| 4.00000 880.00| 4.00000 880.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0064 808-75320 4.000 EACH | 70.00000 280.00| 70.00000 280.00| 70.00000 280.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0065 808-75325 4.000 EACH | 90.00000 360.00| 90.00000 360.00| 90.00000 360.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0067 808-75996 4690.000 EACH | 0.01000 46.90| 0.01000 46.90| 3.00000 14070.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0068 808-75998 4690.000 EACH | 0.01000 46.90| 0.01000 46.90| 0.01000 46.90
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0070 401-07353 67350.000 TON | 64.00000 4310400.00| 62.00000 4175700.00| 49.00000 3300150.00
QC/QA-HMA, 4, 76, SURFACE, 12.5 mm | | |
0071 404-05511 212500.000 SYS | 0.30000 63750.00| 1.12000 238000.00| 1.50000 318750.00
SEAL COAT, 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 340 -5
TABULATION OF BIDS
CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1120685
|E & B PAVING INC |PHEND & BROWN INC |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0072 808-03632 5000.000 LFT | 0.50000 2500.00| 1.00000 5000.00| 0.50000 2500.00
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0073 808-75994 250.000 EACH | 10.00000 2500.00| 10.00000 2500.00| 10.00000 2500.00
PRISMATIC REFLECTOR | | |
SECTION TOTALS | $ 5,442,688.80| $ 5,674,524.30| $ 5,883,622.78
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,442,688.80| $ 5,674,524.30| $ 5,883,622.78
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 340 -6
TABULATION OF BIDS
CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD REHABILITATION
| | |
0001 105-06845 LUMP | 50000.00000 50000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 200.00000 600.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 150.00000 1800.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 555000.00000 555000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-04435 500.000 EACH | 6.00000 3000.00| |
DELINEATOR POST, REMOVE | | |
0013 203-08607 8500.000 LFT | 0.25000 2125.00| |
LINEAR GRADING | | |
0015 304-07783 5000.000 TON | 90.00000 450000.00| |
HMA PATCHING, TYPE D | | |
0016 306-08034 546000.000 SYS | 0.25000 136500.00| |
MILLING, ASPHALT, 1 1/2 IN | | |
0017 306-08043 11500.000 SYS | 0.50000 5750.00| |
MILLING, TRANSITION | | |
0018 306-08432 7250.000 SYS | 1.50000 10875.00| |
MILLING, APPROACH | | |
0019 401-06264 LUMP | 25000.00000 25000.00| |
PROFILOGRAPH, HMA | | |
0024 402-05494 2500.000 LFT | 5.00000 12500.00| |
HMA RUMBLE STRIPS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 340 -7
TABULATION OF BIDS
CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0027 406-05520 220.000 TON | 1.00000 220.00| |
ASPHALT FOR TACK COAT | | |
0028 601-01128 8.000 EACH | 1255.00000 10040.00| |
GUARDRAIL TRANSITION TYPE WGB | | |
0029 601-02241 3250.000 LFT | 0.80000 2600.00| |
GUARDRAIL, REMOVE | | |
0031 601-07050 10.000 EACH | 1740.00000 17400.00| |
GUARDRAIL END TREATMENT, OS, RESET | | |
0032 601-08434 3.000 EACH | 650.00000 1950.00| |
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0033 601-94689 5.000 EACH | 2565.00000 12825.00| |
GUARDRAIL END TREATMENT, OS | | |
0034 601-94690 6.000 EACH | 3635.00000 21810.00| |
GUARDRAIL END TREATMENT, MS | | |
0038 610-07488 1600.000 TON | 75.00000 120000.00| |
HMA FOR APPROACHES, TYPE C | | |
0039 615-06520 1.000 EACH | 710.00000 710.00| |
MONUMENT, RE-ESTABLISH | | |
0040 628-09403 12.000 MOS | 2000.00000 24000.00| |
FIELD OFFICE, C | | |
0041 628-09407 12.000 MOS | 250.00000 3000.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0042 801-01093 8.000 EACH | 139.00000 1112.00| |
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0043 801-03290 9.000 EACH | 99.00000 891.00| |
CONSTRUCTION SIGN, C | | |
0044 801-06203 33200.000 LFT | 0.12000 3984.00| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0045 801-06207 16600.000 LFT | 1.00000 16600.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0046 801-06640 53.000 EACH | 81.00000 4293.00| |
CONSTRUCTION SIGN, A | | |
0047 801-06710 360.000 DAY | 8.00000 2880.00| |
FLASHING ARROW SIGN | | |
0048 801-06775 LUMP | 150000.00000 150000.00| |
MAINTAINING TRAFFIC | | |
0049 801-09133 2.000 EACH | 3600.00000 7200.00| |
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 340 -8
TABULATION OF BIDS
CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0052 804-06771 500.000 EACH | 25.40000 12700.00| |
DELINEATOR POST, FLEXIBLE | | |
0053 805-02503 2000.000 LFT | 0.40000 800.00| |
CABLE, ROADWAY LOOP, 1C 14GA. | | |
0054 805-78785 7.000 EACH | 670.00000 4690.00| |
SIGNAL DETECTOR HOUSING | | |
0055 805-78795 925.000 LFT | 9.00000 8325.00| |
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0056 808-03002 1500.000 LFT | 0.50000 750.00| |
LINE, EPOXY, BROKEN, WHITE, 4 IN | | |
0057 808-03631 5000.000 LFT | 0.50000 2500.00| |
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0058 808-06701 50000.000 LFT | 0.28000 14000.00| |
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0059 808-06703 188000.000 LFT | 0.28000 52640.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0060 808-06705 700.000 LFT | 1.25000 875.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0061 808-75245 160000.000 LFT | 0.28000 44800.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0062 808-75272 800.000 LFT | 4.00000 3200.00| |
TRANSVERSE MARKING, THERMOPLASTIC, | | |
SOLID, CROSSHATCH LINE, WHITE, 24" | | |
0063 808-75297 220.000 LFT | 4.00000 880.00| |
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0064 808-75320 4.000 EACH | 70.00000 280.00| |
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0065 808-75325 4.000 EACH | 90.00000 360.00| |
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0067 808-75996 4690.000 EACH | 6.01000 28186.90| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0068 808-75998 4690.000 EACH | 0.01000 46.90| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0070 401-07353 67350.000 TON | 60.00000 4041000.00| |
QC/QA-HMA, 4, 76, SURFACE, 12.5 mm | | |
0071 404-05511 212500.000 SYS | 1.00000 212500.00| |
SEAL COAT, 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 340 -9
TABULATION OF BIDS
CALL ORDER : 340 CONTRACT ID : R -32045-A COUNTIES : MARSHALL
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0072 808-03632 5000.000 LFT | 0.50000 2500.00| |
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0073 808-75994 250.000 EACH | 10.00000 2500.00| |
PRISMATIC REFLECTOR | | |
SECTION TOTALS | $ 6,088,205.80| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 6,088,205.80| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -1
VENDOR RANKING
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : INTERSECTION IMPROVEMENT COMPLETION DATE : 10/15/11
LOCATION : ON 96TH STREET FROM MOLLENKOPF ROAD PROJECT(S) : 0600196
TO FALL CREEK ROAD
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1698047 GRADEX INC $ 2,874,338.78 100.0000%
2 35-1139301 E & B PAVING INC $ 2,992,621.31 104.1151%
3 35-1917625 MILESTONE CONTRACTORS LP $ 3,065,000.00 106.6332%
4 35-0918397 RIETH RILEY CONSTRUCTION $ 3,115,965.00 108.4063%
5 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 3,155,558.03 109.7838%
6 35-1868624 CENTRAL ENGINEERING & CONSTRUCTION ASSOCIATES INC $ 3,522,189.57 122.5391%
7 35-0999231 HUNT PAVING COMPANY INC $ 3,537,748.19 123.0804%
8 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 3,652,000.00 127.0553%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -2
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-1917625
|GRADEX INC |E & B PAVING INC |MILESTONE CONTRACTORS LP
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 | 50000.00000 50000.00| 30000.00000 30000.00| 43000.00000 43000.00
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 | 143000.00000 143000.00| 131170.00000 131170.00| 148011.69000 148011.69
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 50000.00000 50000.00| 60000.00000 60000.00| 60000.00000 60000.00
CLEARING RIGHT OF WAY | | |
0010 202-02240 145.000 m2 | 25.00000 3625.00| 25.00000 3625.00| 30.00000 4350.00
PAVEMENT REMOVAL | | |
0011 202-02278 68.900 m | 17.00000 1171.30| 17.00000 1171.30| 27.00000 1860.30
CURB, CONCRETE, REMOVE | | |
0012 202-02637 6.000 m | 135.00000 810.00| 135.00000 810.00| 145.00000 870.00
PIPE, ABANDON AND GROUT | | |
0013 202-74035 19.000 EACH | 30.00000 570.00| 30.00000 570.00| 30.00000 570.00
SIGN, REMOVE | | |
0014 202-91385 1.000 EACH | 425.00000 425.00| 425.00000 425.00| 300.00000 300.00
INLET, REMOVE | | |
0015 202-91840 160.200 m | 15.00000 2403.00| 15.00000 2403.00| 15.00000 2403.00
FENCE, CHAIN LINK, REMOVE | | |
0016 202-96133 37.000 m | 55.00000 2035.00| 55.00000 2035.00| 25.00000 925.00
PIPE, REMOVE | | |
0017 202-96430 LUMP | 1900.00000 1900.00| 3000.00000 3000.00| 1900.00000 1900.00
FENCE AND POSTS, REMOVE | | |
0018 203-02000 15698.000 m3 | 14.00000 219772.00| 14.00000 219772.00| 18.00000 282564.00
EXCAVATION, COMMON | | |
0019 205-03371 2.000 m3 | 475.00000 950.00| 475.00000 950.00| 100.00000 200.00
SEDIMENT, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -3
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-1917625
|GRADEX INC |E & B PAVING INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-06933 3.000 EACH | 135.00000 405.00| 125.00000 375.00| 125.00000 375.00
TEMP DITCH INLET PROTECTION | | |
0021 205-06936 44.000 Mg | 29.00000 1276.00| 29.00000 1276.00| 37.00000 1628.00
TEMPORARY SEDIMENT TRAP | | |
0022 205-06937 265.000 m | 6.23000 1650.95| 5.90000 1563.50| 5.90000 1563.50
TEMPORARY SILT FENCE | | |
0023 206-04301 264.400 m2 | 340.00000 89896.00| 343.00000 90689.20| 300.00000 79320.00
SHEET PILING, STEEL, S=18.1 | | |
0024 206-93520 396.000 m2 | 25.00000 9900.00| 0.01000 3.96| 150.00000 59400.00
TEMPORARY SHEET PILING | | |
0025 207-08263 17620.500 m2 | 11.00000 193825.50| 11.00000 193825.50| 13.50000 237876.75
SUBGRADE TREATMENT, TYPE IA | | |
0026 207-08267 1300.800 m2 | 8.50000 11056.80| 8.50000 11056.80| 27.00000 35121.60
SUBGRADE TREATMENT, TYPE IIIA | | |
0027 211-07454 3527.000 m3 | 23.00000 81121.00| 23.00000 81121.00| 23.00000 81121.00
STRUCTURAL BACKFILL | | |
0028 303-01180 586.300 Mg | 30.00000 17589.00| 17.00000 9967.10| 28.00000 16416.40
COMPACTED AGGREGATE, NO. 53 | | |
0029 304-07494 80.200 Mg | 114.00000 9142.80| 118.00000 9463.60| 91.00000 7298.20
WIDENING WITH HMA, TYPE C | | |
0030 306-08034 1050.100 m2 | 3.00000 3150.30| 9.00000 9450.90| 10.50000 11026.05
MILLING, ASPHALT, 38 mm | | |
0031 401-07327 1440.200 Mg | 84.00000 120976.80| 85.00000 122417.00| 75.00000 108015.00
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0032 401-07397 2323.300 Mg | 63.00000 146367.90| 63.00000 146367.90| 62.00000 144044.60
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0033 401-07407 3806.900 Mg | 52.00000 197958.80| 53.00000 201765.70| 55.00000 209379.50
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0034 401-07423 2892.700 Mg | 56.00000 161991.20| 56.00000 161991.20| 58.00000 167776.60
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0035 401-07429 3030.600 Mg | 56.00000 169713.60| 56.00000 169713.60| 60.00000 181836.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | |
0 mm | | |
0036 402-07432 194.500 Mg | 115.00000 22367.50| 115.00000 22367.50| 98.00000 19061.00
HMA SURFACE, TYPE A | | |
0037 402-07435 323.800 Mg | 75.00000 24285.00| 75.00000 24285.00| 76.00000 24608.80
HMA INTERMEDIATE, TYPE A | | |
0038 402-07453 554.300 Mg | 67.00000 37138.10| 80.00000 44344.00| 71.00000 39355.30
HMA FOR TEMPORARY PAVEMENT | | |
0039 406-05520 31.800 Mg | 500.00000 15900.00| 490.00000 15582.00| 600.00000 19080.00
ASPHALT FOR TACK COAT | | |
0040 604-07897 54.600 m2 | 148.00000 8080.80| 142.00000 7753.20| 180.00000 9828.00
CURB RAMP, CONCRETE, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -4
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-1917625
|GRADEX INC |E & B PAVING INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 604-07901 49.500 m2 | 151.00000 7474.50| 142.00000 7029.00| 170.00000 8415.00
CURB RAMP, CONCRETE, G | | |
0042 604-07904 12.600 m2 | 156.00000 1965.60| 150.00000 1890.00| 170.00000 2142.00
CURB RAMP, CONCRETE, L | | |
0043 605-06120 108.700 m | 86.00000 9348.20| 86.00000 9348.20| 75.00000 8152.50
CURB, CONCRETE | | |
0044 605-06121 287.200 m | 86.50000 24842.80| 86.00000 24699.20| 65.00000 18668.00
CURB, CONCRETE, B | | |
0045 605-06150 2046.400 m | 39.50000 80832.80| 40.00000 81856.00| 30.00000 61392.00
CURB AND GUTTER, C, CONCRETE | | |
0046 610-07486 251.600 Mg | 75.00000 18870.00| 80.00000 20128.00| 75.00000 18870.00
HMA FOR APPROACHES, TYPE A | | |
0047 610-08446 833.300 m2 | 53.00000 44164.90| 48.00000 39998.40| 60.00000 49998.00
PCCP FOR APPROACHES, 150 mm | | |
0048 610-09108 62.300 m2 | 37.00000 2305.10| 48.00000 2990.40| 85.00000 5295.50
PCCP FOR APPROACHES, 225 mm | | |
0049 611-06497 17.000 EACH | 130.00000 2210.00| 130.00000 2210.00| 130.00000 2210.00
MAILBOX ASSEMBLY, SINGLE | | |
0050 615-06490 37.000 EACH | 140.00000 5180.00| 140.00000 5180.00| 140.00000 5180.00
RIGHT OF WAY MARKER | | |
0051 615-06505 16.000 EACH | 600.00000 9600.00| 600.00000 9600.00| 600.00000 9600.00
MONUMENT, B | | |
0052 615-06527 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00
MONUMENT, SECTION CORNER | | |
0053 616-02320 38.000 m2 | 2.50000 95.00| 2.50000 95.00| 1.30000 49.40
GEOTEXTILES | | |
0054 616-06405 15.400 Mg | 46.00000 708.40| 46.00000 708.40| 42.00000 646.80
RIPRAP, REVETMENT | | |
0055 621-02770 240.000 m2 | 1.51000 362.40| 1.65000 396.00| 1.65000 396.00
EROSION CONTROL BLANKET | | |
0056 621-06567 147.300 kL | 0.50000 73.65| 1.00000 147.30| 1.00000 147.30
WATER | | |
0057 621-06575 8181.600 m2 | 4.00000 32726.40| 4.02000 32890.03| 3.22000 26344.75
SODDING, NURSERY | | |
0058 628-09402 8.000 MOS | 2000.00000 16000.00| 2800.00000 22400.00| 2800.00000 22400.00
FIELD OFFICE, B | | |
0059 715-05024 108.000 m | 258.00000 27864.00| 258.00000 27864.00| 320.00000 34560.00
PIPE, TYPE 2, CIRCULAR, 900 mm | | |
0060 715-05048 1940.000 m | 14.00000 27160.00| 14.00000 27160.00| 10.82000 20990.80
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0061 715-05149 781.000 m | 95.00000 74195.00| 95.00000 74195.00| 98.00000 76538.00
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -5
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-1917625
|GRADEX INC |E & B PAVING INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 715-05152 257.000 m | 116.00000 29812.00| 116.00000 29812.00| 120.00000 30840.00
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
0063 715-05154 130.000 m | 150.00000 19500.00| 150.00000 19500.00| 150.00000 19500.00
PIPE, TYPE 2, CIRCULAR, 600 mm | | |
0064 715-05156 340.000 m | 210.00000 71400.00| 210.00000 71400.00| 215.00000 73100.00
PIPE, TYPE 2, CIRCULAR, 750 mm | | |
0065 715-07667 1.000 EACH | 2000.00000 2000.00| 2000.00000 2000.00| 1000.00000 1000.00
CONCRETE ANCHOR, 900 mm | | |
0066 715-08048 1.000 EACH | 39000.00000 39000.00| 39000.00000 39000.00| 37000.00000 37000.00
STORMWATER TREATMENT SYSTEM , QUALITY | | |
TREATMENT UNIT | | |
0067 715-09064 1609.000 m | 4.10000 6596.90| 4.10000 6596.90| 4.10000 6596.90
VIDEO INSPECTION FOR PIPE | | |
0068 718-06532 1000.000 m | 2.50000 2500.00| 2.50000 2500.00| 2.40000 2400.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0069 718-52610 438.400 m3 | 36.00000 15782.40| 36.00000 15782.40| 43.95000 19267.68
AGGREGATE FOR UNDERDRAINS | | |
0070 718-99153 5369.900 m2 | 0.90000 4832.91| 0.90000 4832.91| 1.90000 10202.81
GEOTEXTILES FOR UNDERDRAIN | | |
0071 720-08241 3.000 EACH | 3400.00000 10200.00| 3400.00000 10200.00| 4400.00000 13200.00
MANHOLE, K15, MODIFIED | | |
0072 720-45030 1.000 EACH | 1300.00000 1300.00| 1300.00000 1300.00| 1300.00000 1300.00
INLET, E7 | | |
0073 720-45235 1.000 EACH | 1300.00000 1300.00| 1300.00000 1300.00| 1500.00000 1500.00
CATCH BASIN, E7 | | |
0074 720-45410 19.000 EACH | 1700.00000 32300.00| 1700.00000 32300.00| 2100.00000 39900.00
MANHOLE, C4 | | |
0075 720-91050 1.000 EACH | 4200.00000 4200.00| 4200.00000 4200.00| 3700.00000 3700.00
MANHOLE, K7, MODIFIED | | |
0076 720-93409 10.000 EACH | 1800.00000 18000.00| 1800.00000 18000.00| 2200.00000 22000.00
INLET, B15, MODIFIED | | |
0077 720-93411 27.000 EACH | 1900.00000 51300.00| 1900.00000 51300.00| 2100.00000 56700.00
INLET, C15, MODIFIED | | |
0078 720-94612 7.000 EACH | 3800.00000 26600.00| 3800.00000 26600.00| 3700.00000 25900.00
MANHOLE, K4 | | |
0079 720-95422 9.000 EACH | 2500.00000 22500.00| 2500.00000 22500.00| 3200.00000 28800.00
MANHOLE, J4 | | |
0080 720-98174 21.000 EACH | 1700.00000 35700.00| 1700.00000 35700.00| 2000.00000 42000.00
INLET, B15 | | |
0081 720-98555 1.000 EACH | 1900.00000 1900.00| 1900.00000 1900.00| 2000.00000 2000.00
INLET, C15 | | |
0082 725-03133 92.200 m2 | 595.00000 54859.00| 983.00000 90632.60| 630.00000 58086.00
CONCRETE FACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -6
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-1917625
|GRADEX INC |E & B PAVING INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 801-03290 2.000 EACH | 200.00000 400.00| 245.00000 490.00| 245.00000 490.00
CONSTRUCTION SIGN, C | | |
0084 801-04308 3.000 EACH | 230.00000 690.00| 695.00000 2085.00| 695.00000 2085.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0085 801-06203 4224.000 m | 0.75000 3168.00| 0.66000 2787.84| 0.66000 2787.84
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0086 801-06211 1.000 EACH | 75.00000 75.00| 85.00000 85.00| 85.00000 85.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0087 801-06212 1.000 EACH | 100.00000 100.00| 85.00000 85.00| 85.00000 85.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, (ONLY) | | |
0088 801-06625 19.000 EACH | 115.00000 2185.00| 120.00000 2280.00| 120.00000 2280.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0089 801-06640 10.000 EACH | 135.00000 1350.00| 195.00000 1950.00| 195.00000 1950.00
CONSTRUCTION SIGN, A | | |
0090 801-06645 6.000 EACH | 55.00000 330.00| 89.00000 534.00| 89.00000 534.00
CONSTRUCTION SIGN, B | | |
0091 801-06775 LUMP | 83000.00000 83000.00| 194232.94000 194232.94| 58000.00000 58000.00
MAINTAINING TRAFFIC | | |
0092 801-07119 24.400 m | 30.00000 732.00| 41.00000 1000.40| 41.00000 1000.40
BARRICADE, III-B | | |
0093 801-53072 LUMP | 21470.00000 21470.00| 1566.00000 1566.00| 1566.00000 1566.00
TEMPORARY TRAFFIC SIGNAL | | |
0094 801-94295 3.000 EACH | 255.00000 765.00| 255.00000 765.00| 255.00000 765.00
SIGNAL HEAD, RELOCATE | | |
0095 802-05701 120.000 m | 35.80000 4296.00| 35.80000 4296.00| 35.80000 4296.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0096 802-09838 18.800 m2 | 144.00000 2707.20| 144.00000 2707.20| 144.00000 2707.20
SIGN, SHEET, WITH LEGEND 2.03mm | | |
THICKNESS | | |
0097 802-09840 4.300 m2 | 156.00000 670.80| 156.00000 670.80| 156.00000 670.80
SIGN, SHEET, WITH LEGEND 2.54mm | | |
THICKNESS | | |
0098 802-09842 2.400 m2 | 230.00000 552.00| 230.00000 552.00| 230.00000 552.00
SIGN, SHEET, WITH LEGEND 3.18mm | | |
THICKNESS | | |
0099 805-01300 1.000 EACH | 1265.00000 1265.00| 1265.00000 1265.00| 1265.00000 1265.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0100 805-01842 5.000 EACH | 825.00000 4125.00| 825.00000 4125.00| 825.00000 4125.00
HANDHOLE, SIGNAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -7
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-1917625
|GRADEX INC |E & B PAVING INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0101 805-02328 1652.000 m | 1.51000 2494.52| 1.51000 2494.52| 1.51000 2494.52
SIGNAL CABLE, 1C 14GA | | |
0102 805-78230 5.000 EACH | 842.00000 4210.00| 842.00000 4210.00| 842.00000 4210.00
TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0103 805-78420 4.000 EACH | 235.00000 940.00| 235.00000 940.00| 235.00000 940.00
DISCONNECT HANGER | | |
0104 805-78485 117.000 m | 4.22000 493.74| 4.22000 493.74| 4.22000 493.74
SIGNAL CABLE, 5C 14GA | | |
0105 805-78490 242.000 m | 4.88000 1180.96| 4.88000 1180.96| 4.88000 1180.96
SIGNAL CABLE, 7C 14GA | | |
0106 805-78510 1058.000 m | 2.62000 2771.96| 2.62000 2771.96| 2.62000 2771.96
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0107 805-78785 13.000 EACH | 629.00000 8177.00| 629.00000 8177.00| 629.00000 8177.00
SIGNAL DETECTOR HOUSING | | |
0108 805-78795 579.000 m | 22.96000 13293.84| 22.96000 13293.84| 22.96000 13293.84
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0109 805-92504 13.000 EACH | 268.00000 3484.00| 268.00000 3484.00| 268.00000 3484.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0110 807-01603 1.000 EACH | 3488.00000 3488.00| 3488.00000 3488.00| 3488.00000 3488.00
SERVICE POINT, TYPE II | | |
0111 807-02191 5.000 EACH | 710.00000 3550.00| 710.00000 3550.00| 710.00000 3550.00
HANDHOLE, LIGHTING | | |
0112 807-02193 9.000 EACH | 955.00000 8595.00| 955.00000 8595.00| 955.00000 8595.00
LIGHT STANDARD FOUNDATION, 915 mm | | |
DIAMETER X 2450 mm | | |
0113 807-04243 9.000 EACH | 1812.00000 16308.00| 1812.00000 16308.00| 1812.00000 16308.00
DECORATIVE POSTS AND LIGHTING | | |
0114 807-06592 438.000 m | 42.75000 18724.50| 42.75000 18724.50| 42.75000 18724.50
CONDUIT, STEEL, GALVANIZED, 50 mm | | |
0115 807-09637 65.300 m | 17.00000 1110.10| 17.00000 1110.10| 17.00000 1110.10
WIRE, NO. 6 COPPER IN PLASTIC DUCT, IN | | |
CONDUIT, 4 1/C | | |
0116 807-09638 226.000 m | 23.50000 5311.00| 23.50000 5311.00| 23.50000 5311.00
WIRE, NO. 6 COPPER IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0117 807-86889 85.000 m | 2.00000 170.00| 2.00000 170.00| 2.00000 170.00
POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | |
COPPER | | |
0118 807-86910 9.000 EACH | 30.00000 270.00| 30.00000 270.00| 30.00000 270.00
CONNECTOR KIT, UNFUSED | | |
0119 807-86915 9.000 EACH | 30.00000 270.00| 30.00000 270.00| 30.00000 270.00
CONNECTOR KIT, FUSED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -8
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-1917625
|GRADEX INC |E & B PAVING INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 807-86925 26.000 EACH | 48.00000 1248.00| 48.00000 1248.00| 48.00000 1248.00
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0121 807-86935 38.000 EACH | 48.00000 1824.00| 48.00000 1824.00| 48.00000 1824.00
INSULATING LINK, WATERPROOFED | | |
0122 808-06701 245.000 m | 1.65000 404.25| 2.14000 524.30| 2.14000 524.30
LINE, THERMOPLASTIC, BROKEN, WHITE, 100 | | |
mm | | |
0123 808-06703 360.000 m | 1.65000 594.00| 2.14000 770.40| 2.14000 770.40
LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | |
mm | | |
0124 808-09506 4.000 EACH | 90.00000 360.00| 165.00000 660.00| 165.00000 660.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD(YIELD) | | |
0125 808-74815 48.000 m | 5.00000 240.00| 5.98000 287.04| 5.98000 287.04
TRANSVERSE MARKING THERMOPLASTIC | | |
CROSSWALK LINE 300 mm | | |
0126 808-75240 218.000 m | 1.65000 359.70| 2.14000 466.52| 2.14000 466.52
LINE, THERMOPLASTIC, BROKEN, YELLOW 100 | | |
mm | | |
0127 808-75245 1758.000 m | 1.65000 2900.70| 2.14000 3762.12| 2.14000 3762.12
LINE, THERMOPLASTIC, SOLID, YELLOW,100 | | |
mm | | |
0128 808-75297 70.000 m | 10.50000 735.00| 16.45000 1151.50| 16.45000 1151.50
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 600 mm | | |
0129 808-75300 95.000 m | 10.00000 950.00| 4.10000 389.50| 4.10000 389.50
TRANSVERSE MARKING, THERMOPLASTIC, | | |
CROSSWALK LINE, 150mm | | |
0130 808-75320 16.000 EACH | 65.00000 1040.00| 65.00000 1040.00| 65.00000 1040.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0131 808-75325 9.000 EACH | 75.00000 675.00| 89.00000 801.00| 89.00000 801.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0132 808-92027 351.000 m | 2.80000 982.80| 5.48000 1923.48| 5.48000 1923.48
LINE, THERMO, SOLID, YELLOW, 200 mm | | |
0133 808-96016 27.000 m | 5.00000 135.00| 8.20000 221.40| 8.20000 221.40
LINE, THERMOPLASTIC SOLID, YELLOW, 300 | | |
mm | | |
0134 808-98796 27.000 m | 10.00000 270.00| 29.45000 795.15| 29.45000 795.15
LINE, THERMOPLASTIC DOTTED WHITE 100 mm | | |
, 600 mm LINE, 1220 mm GAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -9
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-1917625
|GRADEX INC |E & B PAVING INC |MILESTONE CONTRACTORS LP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0135 802-05702 10.400 m | 36.00000 374.40| 46.00000 478.40| 45.00000 468.00
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
SECTION TOTALS | $ 2,874,338.78| $ 2,992,621.31| $ 3,065,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,874,338.78| $ 2,992,621.31| $ 3,065,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -10
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 31-1323837 |( 6 ) 35-1868624
|RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY |CENTRAL ENGINEERING & CONSTRU
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 | 23000.00000 23000.00| 20800.08000 20800.08| 35000.00000 35000.00
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 | 201003.90000 201003.90| 63941.86000 63941.86| 165000.00000 165000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 24000.00000 24000.00| 39577.02000 39577.02| 50000.00000 50000.00
CLEARING RIGHT OF WAY | | |
0010 202-02240 145.000 m2 | 16.35000 2370.75| 16.43000 2382.35| 20.00000 2900.00
PAVEMENT REMOVAL | | |
0011 202-02278 68.900 m | 19.20000 1322.88| 27.36000 1885.10| 40.00000 2756.00
CURB, CONCRETE, REMOVE | | |
0012 202-02637 6.000 m | 190.00000 1140.00| 682.15000 4092.90| 200.00000 1200.00
PIPE, ABANDON AND GROUT | | |
0013 202-74035 19.000 EACH | 20.00000 380.00| 21.92000 416.48| 22.00000 418.00
SIGN, REMOVE | | |
0014 202-91385 1.000 EACH | 495.00000 495.00| 362.96000 362.96| 700.00000 700.00
INLET, REMOVE | | |
0015 202-91840 160.200 m | 15.00000 2403.00| 16.44000 2633.69| 54.00000 8650.80
FENCE, CHAIN LINK, REMOVE | | |
0016 202-96133 37.000 m | 100.00000 3700.00| 46.73000 1729.01| 78.00000 2886.00
PIPE, REMOVE | | |
0017 202-96430 LUMP | 2500.00000 2500.00| 2082.75000 2082.75| 2000.00000 2000.00
FENCE AND POSTS, REMOVE | | |
0018 203-02000 15698.000 m3 | 17.00000 266866.00| 15.81000 248185.38| 21.00000 329658.00
EXCAVATION, COMMON | | |
0019 205-03371 2.000 m3 | 110.00000 220.00| 367.77000 735.54| 175.00000 350.00
SEDIMENT, REMOVE | | |
0020 205-06933 3.000 EACH | 135.00000 405.00| 147.98000 443.94| 145.00000 435.00
TEMP DITCH INLET PROTECTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -11
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 31-1323837 |( 6 ) 35-1868624
|RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 205-06936 44.000 Mg | 60.40000 2657.60| 77.61000 3414.84| 50.00000 2200.00
TEMPORARY SEDIMENT TRAP | | |
0022 205-06937 265.000 m | 6.23000 1650.95| 6.83000 1809.95| 7.00000 1855.00
TEMPORARY SILT FENCE | | |
0023 206-04301 264.400 m2 | 343.00000 90689.20| 388.24000 102650.66| 378.00000 99943.20
SHEET PILING, STEEL, S=18.1 | | |
0024 206-93520 396.000 m2 | 102.36000 40534.56| 107.28000 42482.88| 340.00000 134640.00
TEMPORARY SHEET PILING | | |
0025 207-08263 17620.500 m2 | 14.00000 246687.00| 16.11000 283866.26| 17.40000 306596.70
SUBGRADE TREATMENT, TYPE IA | | |
0026 207-08267 1300.800 m2 | 18.70000 24324.96| 19.57000 25456.66| 8.85000 11512.08
SUBGRADE TREATMENT, TYPE IIIA | | |
0027 211-07454 3527.000 m3 | 28.00000 98756.00| 21.80000 76888.60| 33.00000 116391.00
STRUCTURAL BACKFILL | | |
0028 303-01180 586.300 Mg | 50.00000 29315.00| 32.40000 18996.12| 68.43000 40120.51
COMPACTED AGGREGATE, NO. 53 | | |
0029 304-07494 80.200 Mg | 112.00000 8982.40| 98.33000 7886.07| 138.24000 11086.85
WIDENING WITH HMA, TYPE C | | |
0030 306-08034 1050.100 m2 | 5.70000 5985.57| 6.02000 6321.60| 1.10000 1155.11
MILLING, ASPHALT, 38 mm | | |
0031 401-07327 1440.200 Mg | 68.00000 97933.60| 78.66000 113286.13| 75.00000 108015.00
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0032 401-07397 2323.300 Mg | 59.25000 137655.53| 68.17000 158379.36| 62.00000 144044.60
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0033 401-07407 3806.900 Mg | 50.50000 192248.45| 58.00000 220800.20| 55.00000 209379.50
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0034 401-07423 2892.700 Mg | 53.00000 153313.10| 60.77000 175789.38| 55.00000 159098.50
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0035 401-07429 3030.600 Mg | 57.50000 174259.50| 66.51000 201565.21| 57.00000 172744.20
QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | |
0 mm | | |
0036 402-07432 194.500 Mg | 90.00000 17505.00| 102.86000 20006.27| 93.00000 18088.50
HMA SURFACE, TYPE A | | |
0037 402-07435 323.800 Mg | 95.00000 30761.00| 109.27000 35381.63| 71.00000 22989.80
HMA INTERMEDIATE, TYPE A | | |
0038 402-07453 554.300 Mg | 100.00000 55430.00| 101.55000 56289.17| 68.00000 37692.40
HMA FOR TEMPORARY PAVEMENT | | |
0039 406-05520 31.800 Mg | 510.00000 16218.00| 587.78000 18691.40| 620.00000 19716.00
ASPHALT FOR TACK COAT | | |
0040 604-07897 54.600 m2 | 121.00000 6606.60| 173.20000 9456.72| 153.00000 8353.80
CURB RAMP, CONCRETE, C | | |
0041 604-07901 49.500 m2 | 129.00000 6385.50| 153.47000 7596.77| 154.00000 7623.00
CURB RAMP, CONCRETE, G | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -12
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 31-1323837 |( 6 ) 35-1868624
|RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 604-07904 12.600 m2 | 129.00000 1625.40| 150.18000 1892.27| 159.00000 2003.40
CURB RAMP, CONCRETE, L | | |
0043 605-06120 108.700 m | 57.00000 6195.90| 91.55000 9951.49| 89.00000 9674.30
CURB, CONCRETE | | |
0044 605-06121 287.200 m | 61.00000 17519.20| 90.08000 25870.98| 90.00000 25848.00
CURB, CONCRETE, B | | |
0045 605-06150 2046.400 m | 50.00000 102320.00| 67.70000 138541.28| 42.00000 85948.80
CURB AND GUTTER, C, CONCRETE | | |
0046 610-07486 251.600 Mg | 111.00000 27927.60| 130.37000 32801.09| 93.00000 23398.80
HMA FOR APPROACHES, TYPE A | | |
0047 610-08446 833.300 m2 | 55.00000 45831.50| 52.53000 43773.25| 56.00000 46664.80
PCCP FOR APPROACHES, 150 mm | | |
0048 610-09108 62.300 m2 | 76.00000 4734.80| 73.12000 4555.38| 40.00000 2492.00
PCCP FOR APPROACHES, 225 mm | | |
0049 611-06497 17.000 EACH | 190.00000 3230.00| 142.50000 2422.50| 135.00000 2295.00
MAILBOX ASSEMBLY, SINGLE | | |
0050 615-06490 37.000 EACH | 151.00000 5587.00| 153.47000 5678.39| 145.00000 5365.00
RIGHT OF WAY MARKER | | |
0051 615-06505 16.000 EACH | 728.00000 11648.00| 657.71000 10523.36| 625.00000 10000.00
MONUMENT, B | | |
0052 615-06527 1.000 EACH | 583.00000 583.00| 548.09000 548.09| 525.00000 525.00
MONUMENT, SECTION CORNER | | |
0053 616-02320 38.000 m2 | 6.50000 247.00| 23.01000 874.38| 10.00000 380.00
GEOTEXTILES | | |
0054 616-06405 15.400 Mg | 49.96000 769.38| 110.52000 1702.01| 31.50000 485.10
RIPRAP, REVETMENT | | |
0055 621-02770 240.000 m2 | 1.51000 362.40| 1.66000 398.40| 1.60000 384.00
EROSION CONTROL BLANKET | | |
0056 621-06567 147.300 kL | 0.50000 73.65| 0.55000 81.02| 1.00000 147.30
WATER | | |
0057 621-06575 8181.600 m2 | 3.23000 26426.57| 3.54000 28962.86| 4.20000 34362.72
SODDING, NURSERY | | |
0058 628-09402 8.000 MOS | 2300.00000 18400.00| 1167.88000 9343.04| 1876.00000 15008.00
FIELD OFFICE, B | | |
0059 715-05024 108.000 m | 222.00000 23976.00| 294.90000 31849.20| 376.00000 40608.00
PIPE, TYPE 2, CIRCULAR, 900 mm | | |
0060 715-05048 1940.000 m | 10.82000 20990.80| 20.99000 40720.60| 16.50000 32010.00
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0061 715-05149 781.000 m | 91.00000 71071.00| 107.95000 84308.95| 138.00000 107778.00
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0062 715-05152 257.000 m | 129.00000 33153.00| 136.46000 35070.22| 150.00000 38550.00
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -13
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 31-1323837 |( 6 ) 35-1868624
|RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 715-05154 130.000 m | 170.50000 22165.00| 228.66000 29725.80| 186.00000 24180.00
PIPE, TYPE 2, CIRCULAR, 600 mm | | |
0064 715-05156 340.000 m | 186.20000 63308.00| 248.98000 84653.20| 210.00000 71400.00
PIPE, TYPE 2, CIRCULAR, 750 mm | | |
0065 715-07667 1.000 EACH | 2600.00000 2600.00| 2589.15000 2589.15| 335.50000 335.50
CONCRETE ANCHOR, 900 mm | | |
0066 715-08048 1.000 EACH | 32800.00000 32800.00| 43271.90000 43271.90| 38178.00000 38178.00
STORMWATER TREATMENT SYSTEM , QUALITY | | |
TREATMENT UNIT | | |
0067 715-09064 1609.000 m | 5.74000 9235.66| 4.68000 7530.12| 4.00000 6436.00
VIDEO INSPECTION FOR PIPE | | |
0068 718-06532 1000.000 m | 4.10000 4100.00| 3.60000 3600.00| 2.50000 2500.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0069 718-52610 438.400 m3 | 43.95000 19267.68| 32.22000 14125.25| 27.52000 12064.77
AGGREGATE FOR UNDERDRAINS | | |
0070 718-99153 5369.900 m2 | 1.90000 10202.81| 1.46000 7840.05| 1.07000 5745.79
GEOTEXTILES FOR UNDERDRAIN | | |
0071 720-08241 3.000 EACH | 3800.00000 11400.00| 4635.34000 13906.02| 4414.00000 13242.00
MANHOLE, K15, MODIFIED | | |
0072 720-45030 1.000 EACH | 1800.00000 1800.00| 930.48000 930.48| 1127.00000 1127.00
INLET, E7 | | |
0073 720-45235 1.000 EACH | 1800.00000 1800.00| 869.33000 869.33| 1375.00000 1375.00
CATCH BASIN, E7 | | |
0074 720-45410 19.000 EACH | 2450.00000 46550.00| 2716.78000 51618.82| 2000.00000 38000.00
MANHOLE, C4 | | |
0075 720-91050 1.000 EACH | 3735.00000 3735.00| 6741.84000 6741.84| 4413.00000 4413.00
MANHOLE, K7, MODIFIED | | |
0076 720-93409 10.000 EACH | 2515.00000 25150.00| 1617.44000 16174.40| 2017.00000 20170.00
INLET, B15, MODIFIED | | |
0077 720-93411 27.000 EACH | 2585.00000 69795.00| 1661.03000 44847.81| 2060.00000 55620.00
INLET, C15, MODIFIED | | |
0078 720-94612 7.000 EACH | 4180.00000 29260.00| 4142.09000 28994.63| 3572.00000 25004.00
MANHOLE, K4 | | |
0079 720-95422 9.000 EACH | 4240.00000 38160.00| 3289.62000 29606.58| 3152.00000 28368.00
MANHOLE, J4 | | |
0080 720-98174 21.000 EACH | 2270.00000 47670.00| 1588.35000 33355.35| 1563.00000 32823.00
INLET, B15 | | |
0081 720-98555 1.000 EACH | 2300.00000 2300.00| 1588.14000 1588.14| 1563.00000 1563.00
INLET, C15 | | |
0082 725-03133 92.200 m2 | 983.00000 90632.60| 685.80000 63230.76| 1083.00000 99852.60
CONCRETE FACING | | |
0083 801-03290 2.000 EACH | 200.00000 400.00| 219.24000 438.48| 250.00000 500.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -14
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 31-1323837 |( 6 ) 35-1868624
|RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0084 801-04308 3.000 EACH | 230.00000 690.00| 252.12000 756.36| 253.00000 759.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0085 801-06203 4224.000 m | 0.75000 3168.00| 0.82000 3463.68| 0.83000 3505.92
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0086 801-06211 1.000 EACH | 75.00000 75.00| 82.21000 82.21| 82.69000 82.69
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0087 801-06212 1.000 EACH | 100.00000 100.00| 109.62000 109.62| 110.25000 110.25
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, (ONLY) | | |
0088 801-06625 19.000 EACH | 115.00000 2185.00| 126.06000 2395.14| 127.00000 2413.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0089 801-06640 10.000 EACH | 135.00000 1350.00| 147.99000 1479.90| 150.00000 1500.00
CONSTRUCTION SIGN, A | | |
0090 801-06645 6.000 EACH | 55.00000 330.00| 60.29000 361.74| 50.00000 300.00
CONSTRUCTION SIGN, B | | |
0091 801-06775 LUMP | 40000.00000 40000.00| 15784.58000 15784.58| 150000.00000 150000.00
MAINTAINING TRAFFIC | | |
0092 801-07119 24.400 m | 30.00000 732.00| 32.89000 802.52| 33.00000 805.20
BARRICADE, III-B | | |
0093 801-53072 LUMP | 17000.00000 17000.00| 18635.12000 18635.12| 18750.00000 18750.00
TEMPORARY TRAFFIC SIGNAL | | |
0094 801-94295 3.000 EACH | 100.00000 300.00| 109.62000 328.86| 110.25000 330.75
SIGNAL HEAD, RELOCATE | | |
0095 802-05701 120.000 m | 44.00000 5280.00| 48.23000 5787.60| 48.50000 5820.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0096 802-09838 18.800 m2 | 153.00000 2876.40| 167.72000 3153.14| 170.00000 3196.00
SIGN, SHEET, WITH LEGEND 2.03mm | | |
THICKNESS | | |
0097 802-09840 4.300 m2 | 164.00000 705.20| 179.77000 773.01| 180.00000 774.00
SIGN, SHEET, WITH LEGEND 2.54mm | | |
THICKNESS | | |
0098 802-09842 2.400 m2 | 188.00000 451.20| 206.08000 494.59| 207.00000 496.80
SIGN, SHEET, WITH LEGEND 3.18mm | | |
THICKNESS | | |
0099 805-01300 1.000 EACH | 985.00000 985.00| 1079.74000 1079.74| 2188.00000 2188.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0100 805-01842 5.000 EACH | 875.00000 4375.00| 959.16000 4795.80| 965.00000 4825.00
HANDHOLE, SIGNAL | | |
0101 805-02328 1652.000 m | 1.70000 2808.40| 1.86000 3072.72| 2.00000 3304.00
SIGNAL CABLE, 1C 14GA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -15
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 31-1323837 |( 6 ) 35-1868624
|RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 805-78230 5.000 EACH | 950.00000 4750.00| 1041.37000 5206.85| 1050.00000 5250.00
TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0103 805-78420 4.000 EACH | 257.00000 1028.00| 281.72000 1126.88| 283.00000 1132.00
DISCONNECT HANGER | | |
0104 805-78485 117.000 m | 4.75000 555.75| 5.21000 609.57| 5.24000 613.08
SIGNAL CABLE, 5C 14GA | | |
0105 805-78490 242.000 m | 5.60000 1355.20| 6.14000 1485.88| 6.17000 1493.14
SIGNAL CABLE, 7C 14GA | | |
0106 805-78510 1058.000 m | 2.40000 2539.20| 2.63000 2782.54| 2.65000 2803.70
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0107 805-78785 13.000 EACH | 800.00000 10400.00| 876.95000 11400.35| 882.00000 11466.00
SIGNAL DETECTOR HOUSING | | |
0108 805-78795 579.000 m | 21.00000 12159.00| 23.02000 13328.58| 23.00000 13317.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0109 805-92504 13.000 EACH | 250.00000 3250.00| 274.05000 3562.65| 276.00000 3588.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0110 807-01603 1.000 EACH | 4650.00000 4650.00| 5097.25000 5097.25| 5127.00000 5127.00
SERVICE POINT, TYPE II | | |
0111 807-02191 5.000 EACH | 875.00000 4375.00| 959.16000 4795.80| 965.00000 4825.00
HANDHOLE, LIGHTING | | |
0112 807-02193 9.000 EACH | 1050.00000 9450.00| 1150.99000 10358.91| 1157.00000 10413.00
LIGHT STANDARD FOUNDATION, 915 mm | | |
DIAMETER X 2450 mm | | |
0113 807-04243 9.000 EACH | 2100.00000 18900.00| 2301.99000 20717.91| 2315.00000 20835.00
DECORATIVE POSTS AND LIGHTING | | |
0114 807-06592 438.000 m | 38.50000 16863.00| 42.20000 18483.60| 42.45000 18593.10
CONDUIT, STEEL, GALVANIZED, 50 mm | | |
0115 807-09637 65.300 m | 26.00000 1697.80| 28.50000 1861.05| 29.00000 1893.70
WIRE, NO. 6 COPPER IN PLASTIC DUCT, IN | | |
CONDUIT, 4 1/C | | |
0116 807-09638 226.000 m | 26.00000 5876.00| 28.50000 6441.00| 29.00000 6554.00
WIRE, NO. 6 COPPER IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0117 807-86889 85.000 m | 2.40000 204.00| 2.63000 223.55| 2.65000 225.25
POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | |
COPPER | | |
0118 807-86910 9.000 EACH | 35.00000 315.00| 38.37000 345.33| 38.59000 347.31
CONNECTOR KIT, UNFUSED | | |
0119 807-86915 9.000 EACH | 37.00000 333.00| 40.56000 365.04| 40.80000 367.20
CONNECTOR KIT, FUSED | | |
0120 807-86925 26.000 EACH | 21.00000 546.00| 23.02000 598.52| 23.15000 601.90
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -16
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 31-1323837 |( 6 ) 35-1868624
|RIETH RILEY CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY |CENTRAL ENGINEERING & CONSTRU
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0121 807-86935 38.000 EACH | 15.00000 570.00| 16.44000 624.72| 16.50000 627.00
INSULATING LINK, WATERPROOFED | | |
0122 808-06701 245.000 m | 1.65000 404.25| 1.81000 443.45| 1.80000 441.00
LINE, THERMOPLASTIC, BROKEN, WHITE, 100 | | |
mm | | |
0123 808-06703 360.000 m | 1.65000 594.00| 1.81000 651.60| 1.80000 648.00
LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | |
mm | | |
0124 808-09506 4.000 EACH | 90.00000 360.00| 98.66000 394.64| 99.00000 396.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD(YIELD) | | |
0125 808-74815 48.000 m | 5.00000 240.00| 5.48000 263.04| 5.50000 264.00
TRANSVERSE MARKING THERMOPLASTIC | | |
CROSSWALK LINE 300 mm | | |
0126 808-75240 218.000 m | 1.65000 359.70| 1.81000 394.58| 1.80000 392.40
LINE, THERMOPLASTIC, BROKEN, YELLOW 100 | | |
mm | | |
0127 808-75245 1758.000 m | 1.65000 2900.70| 1.81000 3181.98| 1.80000 3164.40
LINE, THERMOPLASTIC, SOLID, YELLOW,100 | | |
mm | | |
0128 808-75297 70.000 m | 10.50000 735.00| 11.51000 805.70| 11.58000 810.60
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 600 mm | | |
0129 808-75300 95.000 m | 10.00000 950.00| 10.96000 1041.20| 11.00000 1045.00
TRANSVERSE MARKING, THERMOPLASTIC, | | |
CROSSWALK LINE, 150mm | | |
0130 808-75320 16.000 EACH | 65.00000 1040.00| 71.25000 1140.00| 71.00000 1136.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0131 808-75325 9.000 EACH | 75.00000 675.00| 82.21000 739.89| 80.00000 720.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0132 808-92027 351.000 m | 2.80000 982.80| 3.07000 1077.57| 3.00000 1053.00
LINE, THERMO, SOLID, YELLOW, 200 mm | | |
0133 808-96016 27.000 m | 5.00000 135.00| 5.48000 147.96| 5.25000 141.75
LINE, THERMOPLASTIC SOLID, YELLOW, 300 | | |
mm | | |
0134 808-98796 27.000 m | 10.00000 270.00| 10.96000 295.92| 11.00000 297.00
LINE, THERMOPLASTIC DOTTED WHITE 100 mm | | |
, 600 mm LINE, 1220 mm GAP | | |
0135 802-05702 10.400 m | 36.00000 374.40| 39.46000 410.38| 40.00000 416.00
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
SECTION TOTALS | $ 3,115,965.00| $ 3,155,558.03| $ 3,522,189.57
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,115,965.00| $ 3,155,558.03| $ 3,522,189.57
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -17
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-0999231 |( 8 ) 35-1151771 |( )
|HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN |
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 | 25275.00000 25275.00| 21000.00000 21000.00|
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 109-08443 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 150000.00000 150000.00| 156000.00000 156000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0009 201-52370 LUMP | 40000.00000 40000.00| 99000.00000 99000.00|
CLEARING RIGHT OF WAY | | |
0010 202-02240 145.000 m2 | 18.00000 2610.00| 20.00000 2900.00|
PAVEMENT REMOVAL | | |
0011 202-02278 68.900 m | 27.00000 1860.30| 21.00000 1446.90|
CURB, CONCRETE, REMOVE | | |
0012 202-02637 6.000 m | 325.00000 1950.00| 300.00000 1800.00|
PIPE, ABANDON AND GROUT | | |
0013 202-74035 19.000 EACH | 21.60000 410.40| 20.00000 380.00|
SIGN, REMOVE | | |
0014 202-91385 1.000 EACH | 880.00000 880.00| 531.00000 531.00|
INLET, REMOVE | | |
0015 202-91840 160.200 m | 16.00000 2563.20| 15.00000 2403.00|
FENCE, CHAIN LINK, REMOVE | | |
0016 202-96133 37.000 m | 50.00000 1850.00| 70.00000 2590.00|
PIPE, REMOVE | | |
0017 202-96430 LUMP | 2000.00000 2000.00| 1900.00000 1900.00|
FENCE AND POSTS, REMOVE | | |
0018 203-02000 15698.000 m3 | 20.00000 313960.00| 23.00000 361054.00|
EXCAVATION, COMMON | | |
0019 205-03371 2.000 m3 | 380.00000 760.00| 155.00000 310.00|
SEDIMENT, REMOVE | | |
0020 205-06933 3.000 EACH | 145.00000 435.00| 125.00000 375.00|
TEMP DITCH INLET PROTECTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -18
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-0999231 |( 8 ) 35-1151771 |( )
|HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 205-06936 44.000 Mg | 231.00000 10164.00| 25.00000 1100.00|
TEMPORARY SEDIMENT TRAP | | |
0022 205-06937 265.000 m | 6.50000 1722.50| 6.00000 1590.00|
TEMPORARY SILT FENCE | | |
0023 206-04301 264.400 m2 | 370.00000 97828.00| 400.00000 105760.00|
SHEET PILING, STEEL, S=18.1 | | |
0024 206-93520 396.000 m2 | 330.00000 130680.00| 405.00000 160380.00|
TEMPORARY SHEET PILING | | |
0025 207-08263 17620.500 m2 | 17.00000 299548.50| 20.00000 352410.00|
SUBGRADE TREATMENT, TYPE IA | | |
0026 207-08267 1300.800 m2 | 25.00000 32520.00| 26.00000 33820.80|
SUBGRADE TREATMENT, TYPE IIIA | | |
0027 211-07454 3527.000 m3 | 40.00000 141080.00| 31.00000 109337.00|
STRUCTURAL BACKFILL | | |
0028 303-01180 586.300 Mg | 39.00000 22865.70| 17.50000 10260.25|
COMPACTED AGGREGATE, NO. 53 | | |
0029 304-07494 80.200 Mg | 126.00000 10105.20| 93.00000 7458.60|
WIDENING WITH HMA, TYPE C | | |
0030 306-08034 1050.100 m2 | 6.30000 6615.63| 5.50000 5775.55|
MILLING, ASPHALT, 38 mm | | |
0031 401-07327 1440.200 Mg | 77.00000 110895.40| 77.00000 110895.40|
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0032 401-07397 2323.300 Mg | 67.00000 155661.10| 63.00000 146367.90|
QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | |
0033 401-07407 3806.900 Mg | 56.70000 215851.23| 58.00000 220800.20|
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0034 401-07423 2892.700 Mg | 59.40000 171826.38| 63.00000 182240.10|
QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |
0035 401-07429 3030.600 Mg | 65.00000 196989.00| 64.00000 193958.40|
QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | |
0 mm | | |
0036 402-07432 194.500 Mg | 100.00000 19450.00| 90.00000 17505.00|
HMA SURFACE, TYPE A | | |
0037 402-07435 323.800 Mg | 106.00000 34322.80| 80.00000 25904.00|
HMA INTERMEDIATE, TYPE A | | |
0038 402-07453 554.300 Mg | 106.00000 58755.80| 70.00000 38801.00|
HMA FOR TEMPORARY PAVEMENT | | |
0039 406-05520 31.800 Mg | 575.00000 18285.00| 100.00000 3180.00|
ASPHALT FOR TACK COAT | | |
0040 604-07897 54.600 m2 | 133.00000 7261.80| 135.00000 7371.00|
CURB RAMP, CONCRETE, C | | |
0041 604-07901 49.500 m2 | 145.00000 7177.50| 167.00000 8266.50|
CURB RAMP, CONCRETE, G | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -19
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-0999231 |( 8 ) 35-1151771 |( )
|HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 604-07904 12.600 m2 | 160.00000 2016.00| 210.00000 2646.00|
CURB RAMP, CONCRETE, L | | |
0043 605-06120 108.700 m | 68.00000 7391.60| 100.00000 10870.00|
CURB, CONCRETE | | |
0044 605-06121 287.200 m | 76.00000 21827.20| 65.00000 18668.00|
CURB, CONCRETE, B | | |
0045 605-06150 2046.400 m | 48.00000 98227.20| 40.00000 81856.00|
CURB AND GUTTER, C, CONCRETE | | |
0046 610-07486 251.600 Mg | 125.00000 31450.00| 83.00000 20882.80|
HMA FOR APPROACHES, TYPE A | | |
0047 610-08446 833.300 m2 | 52.00000 43331.60| 62.00000 51664.60|
PCCP FOR APPROACHES, 150 mm | | |
0048 610-09108 62.300 m2 | 100.00000 6230.00| 120.00000 7476.00|
PCCP FOR APPROACHES, 225 mm | | |
0049 611-06497 17.000 EACH | 140.00000 2380.00| 130.00000 2210.00|
MAILBOX ASSEMBLY, SINGLE | | |
0050 615-06490 37.000 EACH | 150.00000 5550.00| 140.00000 5180.00|
RIGHT OF WAY MARKER | | |
0051 615-06505 16.000 EACH | 650.00000 10400.00| 600.00000 9600.00|
MONUMENT, B | | |
0052 615-06527 1.000 EACH | 540.00000 540.00| 500.00000 500.00|
MONUMENT, SECTION CORNER | | |
0053 616-02320 38.000 m2 | 7.50000 285.00| 4.00000 152.00|
GEOTEXTILES | | |
0054 616-06405 15.400 Mg | 89.00000 1370.60| 30.00000 462.00|
RIPRAP, REVETMENT | | |
0055 621-02770 240.000 m2 | 1.60000 384.00| 1.65000 396.00|
EROSION CONTROL BLANKET | | |
0056 621-06567 147.300 kL | 0.50000 73.65| 1.00000 147.30|
WATER | | |
0057 621-06575 8181.600 m2 | 3.50000 28635.60| 3.22000 26344.75|
SODDING, NURSERY | | |
0058 628-09402 8.000 MOS | 2200.00000 17600.00| 2768.46000 22147.68|
FIELD OFFICE, B | | |
0059 715-05024 108.000 m | 255.00000 27540.00| 775.00000 83700.00|
PIPE, TYPE 2, CIRCULAR, 900 mm | | |
0060 715-05048 1940.000 m | 9.50000 18430.00| 11.00000 21340.00|
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0061 715-05149 781.000 m | 110.00000 85910.00| 142.00000 110902.00|
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0062 715-05152 257.000 m | 132.00000 33924.00| 230.00000 59110.00|
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -20
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-0999231 |( 8 ) 35-1151771 |( )
|HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 715-05154 130.000 m | 182.00000 23660.00| 245.00000 31850.00|
PIPE, TYPE 2, CIRCULAR, 600 mm | | |
0064 715-05156 340.000 m | 214.00000 72760.00| 290.00000 98600.00|
PIPE, TYPE 2, CIRCULAR, 750 mm | | |
0065 715-07667 1.000 EACH | 1700.00000 1700.00| 4500.00000 4500.00|
CONCRETE ANCHOR, 900 mm | | |
0066 715-08048 1.000 EACH | 59000.00000 59000.00| 40000.00000 40000.00|
STORMWATER TREATMENT SYSTEM , QUALITY | | |
TREATMENT UNIT | | |
0067 715-09064 1609.000 m | 4.40000 7079.60| 4.10000 6596.90|
VIDEO INSPECTION FOR PIPE | | |
0068 718-06532 1000.000 m | 2.50000 2500.00| 2.40000 2400.00|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0069 718-52610 438.400 m3 | 44.00000 19289.60| 43.95000 19267.68|
AGGREGATE FOR UNDERDRAINS | | |
0070 718-99153 5369.900 m2 | 2.00000 10739.80| 1.90000 10202.81|
GEOTEXTILES FOR UNDERDRAIN | | |
0071 720-08241 3.000 EACH | 5200.00000 15600.00| 4675.00000 14025.00|
MANHOLE, K15, MODIFIED | | |
0072 720-45030 1.000 EACH | 1200.00000 1200.00| 1400.00000 1400.00|
INLET, E7 | | |
0073 720-45235 1.000 EACH | 1200.00000 1200.00| 1435.00000 1435.00|
CATCH BASIN, E7 | | |
0074 720-45410 19.000 EACH | 2300.00000 43700.00| 2230.00000 42370.00|
MANHOLE, C4 | | |
0075 720-91050 1.000 EACH | 6500.00000 6500.00| 3900.00000 3900.00|
MANHOLE, K7, MODIFIED | | |
0076 720-93409 10.000 EACH | 2000.00000 20000.00| 2285.00000 22850.00|
INLET, B15, MODIFIED | | |
0077 720-93411 27.000 EACH | 2000.00000 54000.00| 2400.00000 64800.00|
INLET, C15, MODIFIED | | |
0078 720-94612 7.000 EACH | 5300.00000 37100.00| 4100.00000 28700.00|
MANHOLE, K4 | | |
0079 720-95422 9.000 EACH | 5300.00000 47700.00| 3100.00000 27900.00|
MANHOLE, J4 | | |
0080 720-98174 21.000 EACH | 1900.00000 39900.00| 2251.00000 47271.00|
INLET, B15 | | |
0081 720-98555 1.000 EACH | 1900.00000 1900.00| 2251.00000 2251.00|
INLET, C15 | | |
0082 725-03133 92.200 m2 | 1000.00000 92200.00| 675.00000 62235.00|
CONCRETE FACING | | |
0083 801-03290 2.000 EACH | 260.00000 520.00| 200.00000 400.00|
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -21
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-0999231 |( 8 ) 35-1151771 |( )
|HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0084 801-04308 3.000 EACH | 1000.00000 3000.00| 230.00000 690.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0085 801-06203 4224.000 m | 2.00000 8448.00| 0.75000 3168.00|
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0086 801-06211 1.000 EACH | 215.00000 215.00| 75.00000 75.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0087 801-06212 1.000 EACH | 270.00000 270.00| 100.00000 100.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, (ONLY) | | |
0088 801-06625 19.000 EACH | 191.00000 3629.00| 115.00000 2185.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0089 801-06640 10.000 EACH | 225.00000 2250.00| 135.00000 1350.00|
CONSTRUCTION SIGN, A | | |
0090 801-06645 6.000 EACH | 120.00000 720.00| 55.00000 330.00|
CONSTRUCTION SIGN, B | | |
0091 801-06775 LUMP | 61000.00000 61000.00| 34663.88000 34663.88|
MAINTAINING TRAFFIC | | |
0092 801-07119 24.400 m | 132.00000 3220.80| 30.00000 732.00|
BARRICADE, III-B | | |
0093 801-53072 LUMP | 18500.00000 18500.00| 17000.00000 17000.00|
TEMPORARY TRAFFIC SIGNAL | | |
0094 801-94295 3.000 EACH | 108.00000 324.00| 100.00000 300.00|
SIGNAL HEAD, RELOCATE | | |
0095 802-05701 120.000 m | 47.50000 5700.00| 44.00000 5280.00|
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0096 802-09838 18.800 m2 | 165.00000 3102.00| 153.00000 2876.40|
SIGN, SHEET, WITH LEGEND 2.03mm | | |
THICKNESS | | |
0097 802-09840 4.300 m2 | 177.00000 761.10| 164.00000 705.20|
SIGN, SHEET, WITH LEGEND 2.54mm | | |
THICKNESS | | |
0098 802-09842 2.400 m2 | 203.00000 487.20| 188.00000 451.20|
SIGN, SHEET, WITH LEGEND 3.18mm | | |
THICKNESS | | |
0099 805-01300 1.000 EACH | 1900.00000 1900.00| 985.00000 985.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0100 805-01842 5.000 EACH | 945.00000 4725.00| 875.00000 4375.00|
HANDHOLE, SIGNAL | | |
0101 805-02328 1652.000 m | 1.90000 3138.80| 1.70000 2808.40|
SIGNAL CABLE, 1C 14GA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -22
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-0999231 |( 8 ) 35-1151771 |( )
|HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 805-78230 5.000 EACH | 1025.00000 5125.00| 950.00000 4750.00|
TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0103 805-78420 4.000 EACH | 278.00000 1112.00| 257.00000 1028.00|
DISCONNECT HANGER | | |
0104 805-78485 117.000 m | 5.00000 585.00| 4.75000 555.75|
SIGNAL CABLE, 5C 14GA | | |
0105 805-78490 242.000 m | 6.00000 1452.00| 5.60000 1355.20|
SIGNAL CABLE, 7C 14GA | | |
0106 805-78510 1058.000 m | 2.60000 2750.80| 2.40000 2539.20|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0107 805-78785 13.000 EACH | 864.00000 11232.00| 800.00000 10400.00|
SIGNAL DETECTOR HOUSING | | |
0108 805-78795 579.000 m | 22.70000 13143.30| 21.00000 12159.00|
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0109 805-92504 13.000 EACH | 270.00000 3510.00| 250.00000 3250.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0110 807-01603 1.000 EACH | 5000.00000 5000.00| 4650.00000 4650.00|
SERVICE POINT, TYPE II | | |
0111 807-02191 5.000 EACH | 945.00000 4725.00| 875.00000 4375.00|
HANDHOLE, LIGHTING | | |
0112 807-02193 9.000 EACH | 1100.00000 9900.00| 1050.00000 9450.00|
LIGHT STANDARD FOUNDATION, 915 mm | | |
DIAMETER X 2450 mm | | |
0113 807-04243 9.000 EACH | 2200.00000 19800.00| 2100.00000 18900.00|
DECORATIVE POSTS AND LIGHTING | | |
0114 807-06592 438.000 m | 41.50000 18177.00| 38.50000 16863.00|
CONDUIT, STEEL, GALVANIZED, 50 mm | | |
0115 807-09637 65.300 m | 28.00000 1828.40| 26.00000 1697.80|
WIRE, NO. 6 COPPER IN PLASTIC DUCT, IN | | |
CONDUIT, 4 1/C | | |
0116 807-09638 226.000 m | 28.00000 6328.00| 26.00000 5876.00|
WIRE, NO. 6 COPPER IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0117 807-86889 85.000 m | 2.60000 221.00| 2.40000 204.00|
POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | |
COPPER | | |
0118 807-86910 9.000 EACH | 38.00000 342.00| 35.00000 315.00|
CONNECTOR KIT, UNFUSED | | |
0119 807-86915 9.000 EACH | 40.00000 360.00| 37.00000 333.00|
CONNECTOR KIT, FUSED | | |
0120 807-86925 26.000 EACH | 23.00000 598.00| 21.00000 546.00|
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 344 -23
TABULATION OF BIDS
CALL ORDER : 344 CONTRACT ID : R -32103-A COUNTIES : HAMILTON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-0999231 |( 8 ) 35-1151771 |( )
|HUNT PAVING COMPANY INC |CALUMET CIVIL CONTRACTORS IN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0121 807-86935 38.000 EACH | 16.00000 608.00| 15.00000 570.00|
INSULATING LINK, WATERPROOFED | | |
0122 808-06701 245.000 m | 2.00000 490.00| 1.65000 404.25|
LINE, THERMOPLASTIC, BROKEN, WHITE, 100 | | |
mm | | |
0123 808-06703 360.000 m | 2.00000 720.00| 1.65000 594.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | |
mm | | |
0124 808-09506 4.000 EACH | 243.00000 972.00| 90.00000 360.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD(YIELD) | | |
0125 808-74815 48.000 m | 9.00000 432.00| 5.00000 240.00|
TRANSVERSE MARKING THERMOPLASTIC | | |
CROSSWALK LINE 300 mm | | |
0126 808-75240 218.000 m | 2.00000 436.00| 1.65000 359.70|
LINE, THERMOPLASTIC, BROKEN, YELLOW 100 | | |
mm | | |
0127 808-75245 1758.000 m | 2.00000 3516.00| 1.65000 2900.70|
LINE, THERMOPLASTIC, SOLID, YELLOW,100 | | |
mm | | |
0128 808-75297 70.000 m | 18.50000 1295.00| 10.50000 735.00|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 600 mm | | |
0129 808-75300 95.000 m | 4.50000 427.50| 10.00000 950.00|
TRANSVERSE MARKING, THERMOPLASTIC, | | |
CROSSWALK LINE, 150mm | | |
0130 808-75320 16.000 EACH | 120.00000 1920.00| 65.00000 1040.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0131 808-75325 9.000 EACH | 156.00000 1404.00| 75.00000 675.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0132 808-92027 351.000 m | 3.80000 1333.80| 2.80000 982.80|
LINE, THERMO, SOLID, YELLOW, 200 mm | | |
0133 808-96016 27.000 m | 9.00000 243.00| 5.00000 135.00|
LINE, THERMOPLASTIC SOLID, YELLOW, 300 | | |
mm | | |
0134 808-98796 27.000 m | 2.00000 54.00| 10.00000 270.00|
LINE, THERMOPLASTIC DOTTED WHITE 100 mm | | |
, 600 mm LINE, 1220 mm GAP | | |
0135 802-05702 10.400 m | 39.00000 405.60| 36.00000 374.40|
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
SECTION TOTALS | $ 3,537,748.19| $ 3,652,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,537,748.19| $ 3,652,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 350 -1
VENDOR RANKING
CALL ORDER : 350 CONTRACT ID : R -32991-A COUNTIES : HANCOCK
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : DEMOLITION, HOUSES AND BUILDINGS, REMOVE COMPLETION DATE : 08/31/10
LOCATION : ON US 40 AT RP 091+0065 PROJECT(S) : 0902024
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2103617 BRYANS HAULING & EXCAVATING $ 15,070.00 100.0000%
2 35-1128289 BEATY CONSTRUCTION INC $ 20,682.35 137.2419%
3 35-1817574 YARDBERRY LANDSCAPE $ 27,774.50 184.3033%
4 35-1841857 CRI CONSTRUCTION INC $ 34,611.00 229.6682%
5 35-1636776 LINKEL COMPANY $ 37,934.00 251.7186%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 350 -2
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -32991-A COUNTIES : HANCOCK
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-2103617 |( 2 ) 35-1128289 |( 3 ) 35-1817574
|BRYANS HAULING & EXCAVATING |BEATY CONSTRUCTION INC |YARDBERRY LANDSCAPE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS, REMOVE
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0004 110-01001 LUMP | 1250.00000 1250.00| 2000.00000 2000.00| 1325.00000 1325.00
MOBILIZATION AND DEMOBILIZATION | | |
0005 201-02245 3.000 EACH | 100.00000 300.00| 250.00000 750.00| 300.00000 900.00
TREE, 6 IN, REMOVE | | |
0006 201-02260 3.000 EACH | 100.00000 300.00| 1800.00000 5400.00| 850.00000 2550.00
TREE, 30 IN, REMOVE | | |
0007 201-52370 LUMP | 2500.00000 2500.00| 1000.00000 1000.00| 4000.00000 4000.00
CLEARING RIGHT OF WAY | | |
0008 202-03000 LUMP | 9200.00000 9200.00| 7776.05000 7776.05| 13000.00000 13000.00
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
8 | | |
0009 205-06937 277.000 LFT | 1.00000 277.00| 2.90000 803.30| 4.50000 1246.50
TEMPORARY SILT FENCE | | |
0010 621-01004 2.000 EACH | 50.00000 100.00| 100.00000 200.00| 500.00000 1000.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0011 621-06559 3000.000 SYS | 0.10000 300.00| 0.75000 2250.00| 1.00000 3000.00
MULCHED SEEDING, R | | |
0012 801-03290 2.000 EACH | 420.00000 840.00| 250.00000 500.00| 375.00000 750.00
CONSTRUCTION SIGN, C | | |
SECTION TOTALS | $ 15,070.00| $ 20,682.35| $ 27,774.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 15,070.00| $ 20,682.35| $ 27,774.50
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 350 -3
TABULATION OF BIDS
CALL ORDER : 350 CONTRACT ID : R -32991-A COUNTIES : HANCOCK
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1841857 |( 5 ) 35-1636776 |( )
|CRI CONSTRUCTION INC |LINKEL COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS, REMOVE
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0004 110-01001 LUMP | 1500.00000 1500.00| 5000.00000 5000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0005 201-02245 3.000 EACH | 300.00000 900.00| 500.00000 1500.00|
TREE, 6 IN, REMOVE | | |
0006 201-02260 3.000 EACH | 700.00000 2100.00| 1300.00000 3900.00|
TREE, 30 IN, REMOVE | | |
0007 201-52370 LUMP | 3000.00000 3000.00| 10000.00000 10000.00|
CLEARING RIGHT OF WAY | | |
0008 202-03000 LUMP | 17500.00000 17500.00| 13000.00000 13000.00|
HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | |
8 | | |
0009 205-06937 277.000 LFT | 4.00000 1108.00| 3.00000 831.00|
TEMPORARY SILT FENCE | | |
0010 621-01004 2.000 EACH | 1800.00000 3600.00| 200.00000 400.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0011 621-06559 3000.000 SYS | 1.30000 3900.00| 1.00000 3000.00|
MULCHED SEEDING, R | | |
0012 801-03290 2.000 EACH | 500.00000 1000.00| 150.00000 300.00|
CONSTRUCTION SIGN, C | | |
SECTION TOTALS | $ 34,611.00| $ 37,934.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 34,611.00| $ 37,934.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 360 -1
VENDOR RANKING
CALL ORDER : 360 CONTRACT ID : R -33056-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : ENVIRONMENTAL MITIGATION COMPLETION DATE : 11/30/10
LOCATION : ON COOLSPRINGS AVENUE STREAM MITIGATION PROJECT(S) : 0902160
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1817530 PIONEER ASSOCIATES INC $ 244,032.10 100.0000%
2 35-1489621 HRP CONSTRUCTION INC $ 316,501.10 129.6965%
3 35-1569222 GRIMMER CONSTRUCTION INC $ 373,706.20 153.1381%
4 35-1636776 LINKEL COMPANY $ 386,678.50 158.4539%
5 35-1058916 WOODRUFF & SONS INC $ 546,724.00 224.0377%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 360 -2
TABULATION OF BIDS
CALL ORDER : 360 CONTRACT ID : R -33056-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1817530 |( 2 ) 35-1489621 |( 3 ) 35-1569222
|PIONEER ASSOCIATES INC |HRP CONSTRUCTION INC |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENVIRNMENTAL MITIGATION
| | |
0001 105-06845 LUMP | 2900.00000 2900.00| 12950.00000 12950.00| 10000.00000 10000.00
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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0005 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0006 110-01001 LUMP | 18000.00000 18000.00| 15000.00000 15000.00| 44000.00000 44000.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 9000.00000 9000.00| 2000.00000 2000.00| 30000.00000 30000.00
CLEARING RIGHT OF WAY | | |
0008 203-02000 8.000 CYS | 25.00000 200.00| 100.00000 800.00| 131.00000 1048.00
EXCAVATION, COMMON | | |
0009 205-09543 100.000 TON | 40.00000 4000.00| 90.00000 9000.00| 24.20000 2420.00
NO 2 STONE | | |
0010 207-08266 135.000 SYS | 20.00000 2700.00| 40.00000 5400.00| 27.80000 3753.00
SUBGRADE TREATMENT, TYPE III | | |
0011 402-07432 11.000 TON | 226.00000 2486.00| 226.00000 2486.00| 163.00000 1793.00
HMA SURFACE, TYPE A | | |
0012 402-07435 18.500 TON | 134.00000 2479.00| 134.00000 2479.00| 163.00000 3015.50
HMA INTERMEDIATE, TYPE A | | |
0013 402-07440 26.000 TON | 112.00000 2912.00| 112.00000 2912.00| 163.00000 4238.00
HMA BASE, TYPE A | | |
0014 616-02320 317.000 SYS | 4.00000 1268.00| 6.00000 1902.00| 1.60000 507.20
GEOTEXTILES | | |
0015 616-05688 130.000 TON | 70.00000 9100.00| 80.00000 10400.00| 127.00000 16510.00
RIPRAP, CLASS 1 | | |
0016 616-06451 100.000 TON | 100.00000 10000.00| 80.00000 8000.00| 159.00000 15900.00
RIPRAP, UNIFORM | | |
0017 616-07266 700.000 LFT | 69.00000 48300.00| 69.00000 48300.00| 75.00000 52500.00
COIR ROLL , LOGS | | |
0018 621-01004 3.000 EACH | 250.00000 750.00| 250.00000 750.00| 272.00000 816.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0019 621-01597 195.000 SYS | 10.05000 1959.75| 10.05000 1959.75| 10.90000 2125.50
EROSION CONTROL, MAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 360 -3
TABULATION OF BIDS
CALL ORDER : 360 CONTRACT ID : R -33056-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1817530 |( 2 ) 35-1489621 |( 3 ) 35-1569222
|PIONEER ASSOCIATES INC |HRP CONSTRUCTION INC |GRIMMER CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 621-04258 11.500 LBS | 471.00000 5416.50| 471.00000 5416.50| 512.00000 5888.00
SEED MIXTURE , LOW PROFILE FAIRWAY | | |
0021 621-04258 75.000 LBS | 249.00000 18675.00| 249.00000 18675.00| 271.00000 20325.00
SEED MIXTURE , WET TALLGRASS PRAIRIE | | |
0022 621-04258 1.650 LBS | 2314.00000 3818.10| 2314.00000 3818.10| 2520.00000 4158.00
SEED MIXTURE , WET WOODED STREAMBANK | | |
0023 621-06565 4.750 TON | 545.00000 2588.75| 545.00000 2588.75| 592.00000 2812.00
MULCHING MATERIAL | | |
0024 622-52436 44.000 EACH | 40.00000 1760.00| 40.00000 1760.00| 43.50000 1914.00
SIGN, DO NOT MOW OR SPRAY | | |
0025 628-09408 3.000 MOS | 250.00000 750.00| 500.00000 1500.00| 606.00000 1818.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0026 628-09409 3.000 MOS | 220.00000 660.00| 150.00000 450.00| 121.00000 363.00
MOBILE INTERNET SERVICE , 1 EACH | | |
0027 714-26718 40.000 LFT | 1465.00000 58600.00| 2500.00000 100000.00| 2155.00000 86200.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
10FT X 6FT | | |
0028 715-02580 1.000 EACH | 5750.00000 5750.00| 4500.00000 4500.00| 2480.00000 2480.00
VALVE WITH BOX, RESTRAINED, BUTTERFLY, | | |
DUCTILE IRON, 12 IN. | | |
0029 715-07794 2.000 EACH | 1230.00000 2460.00| 2700.00000 5400.00| 2350.00000 4700.00
WATER MAIN CONNECTIONS | | |
0030 715-92544 310.000 LFT | 54.00000 16740.00| 110.00000 34100.00| 145.00000 44950.00
WATER MAIN, DUCTILE IRON, 12 IN | | |
0031 211-02050 135.000 CYS | 33.00000 4455.00| 50.00000 6750.00| 21.80000 2943.00
B BORROW | | |
0032 211-09268 45.000 CYS | 140.00000 6300.00| 160.00000 7200.00| 145.00000 6525.00
STRUCTURAL BACKFILL, TYPE 5 | | |
SECTION TOTALS | $ 244,032.10| $ 316,501.10| $ 373,706.20
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 244,032.10| $ 316,501.10| $ 373,706.20
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 360 -4
TABULATION OF BIDS
CALL ORDER : 360 CONTRACT ID : R -33056-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1636776 |( 5 ) 35-1058916 |( )
|LINKEL COMPANY |WOODRUFF & SONS INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENVIRNMENTAL MITIGATION
| | |
0001 105-06845 LUMP | 100000.00000 100000.00| 25140.00000 25140.00|
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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0005 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0006 110-01001 LUMP | 50000.00000 50000.00| 53000.50000 53000.50|
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 50000.00000 50000.00| 30000.00000 30000.00|
CLEARING RIGHT OF WAY | | |
0008 203-02000 8.000 CYS | 30.00000 240.00| 450.00000 3600.00|
EXCAVATION, COMMON | | |
0009 205-09543 100.000 TON | 25.00000 2500.00| 40.00000 4000.00|
NO 2 STONE | | |
0010 207-08266 135.000 SYS | 10.00000 1350.00| 40.00000 5400.00|
SUBGRADE TREATMENT, TYPE III | | |
0011 402-07432 11.000 TON | 250.00000 2750.00| 250.00000 2750.00|
HMA SURFACE, TYPE A | | |
0012 402-07435 18.500 TON | 180.00000 3330.00| 150.00000 2775.00|
HMA INTERMEDIATE, TYPE A | | |
0013 402-07440 26.000 TON | 125.00000 3250.00| 125.00000 3250.00|
HMA BASE, TYPE A | | |
0014 616-02320 317.000 SYS | 1.00000 317.00| 4.00000 1268.00|
GEOTEXTILES | | |
0015 616-05688 130.000 TON | 70.00000 9100.00| 80.00000 10400.00|
RIPRAP, CLASS 1 | | |
0016 616-06451 100.000 TON | 65.00000 6500.00| 85.00000 8500.00|
RIPRAP, UNIFORM | | |
0017 616-07266 700.000 LFT | 100.00000 70000.00| 72.00000 50400.00|
COIR ROLL , LOGS | | |
0018 621-01004 3.000 EACH | 1000.00000 3000.00| 262.00000 786.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0019 621-01597 195.000 SYS | 4.00000 780.00| 11.00000 2145.00|
EROSION CONTROL, MAT | | |
0020 621-04258 11.500 LBS | 50.00000 575.00| 464.00000 5336.00|
SEED MIXTURE , LOW PROFILE FAIRWAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 360 -5
TABULATION OF BIDS
CALL ORDER : 360 CONTRACT ID : R -33056-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1636776 |( 5 ) 35-1058916 |( )
|LINKEL COMPANY |WOODRUFF & SONS INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 621-04258 75.000 LBS | 50.00000 3750.00| 261.00000 19575.00|
SEED MIXTURE , WET TALLGRASS PRAIRIE | | |
0022 621-04258 1.650 LBS | 50.00000 82.50| 2430.00000 4009.50|
SEED MIXTURE , WET WOODED STREAMBANK | | |
0023 621-06565 4.750 TON | 100.00000 475.00| 572.00000 2717.00|
MULCHING MATERIAL | | |
0024 622-52436 44.000 EACH | 100.00000 4400.00| 42.00000 1848.00|
SIGN, DO NOT MOW OR SPRAY | | |
0025 628-09408 3.000 MOS | 200.00000 600.00| 325.00000 975.00|
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0026 628-09409 3.000 MOS | 100.00000 300.00| 175.00000 525.00|
MOBILE INTERNET SERVICE , 1 EACH | | |
0027 714-26718 40.000 LFT | 1000.00000 40000.00| 5500.00000 220000.00|
STRUCTURE, PRECAST, RC, BOX SECTION | | |
10FT X 6FT | | |
0028 715-02580 1.000 EACH | 5000.00000 5000.00| 3000.00000 3000.00|
VALVE WITH BOX, RESTRAINED, BUTTERFLY, | | |
DUCTILE IRON, 12 IN. | | |
0029 715-07794 2.000 EACH | 2500.00000 5000.00| 5000.00000 10000.00|
WATER MAIN CONNECTIONS | | |
0030 715-92544 310.000 LFT | 50.00000 15500.00| 200.00000 62000.00|
WATER MAIN, DUCTILE IRON, 12 IN | | |
0031 211-02050 135.000 CYS | 25.00000 3375.00| 58.00000 7830.00|
B BORROW | | |
0032 211-09268 45.000 CYS | 100.00000 4500.00| 122.00000 5490.00|
STRUCTURAL BACKFILL, TYPE 5 | | |
SECTION TOTALS | $ 386,678.50| $ 546,724.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 386,678.50| $ 546,724.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 366 -1
VENDOR RANKING
CALL ORDER : 366 CONTRACT ID : R -33063-C COUNTIES : MARION
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : LANDSCAPING COMPLETION DATE : 11/15/10
LOCATION : ALONG I-70 AT SAM JONES, HARDING STREET, WEST STREET, PROJECT(S) : 9999238
ILLINOIS STREET, AND MERIDIAN STREET INTERCHANGES
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1636776 LINKEL COMPANY $ 945,924.50 100.0000%
2 35-1841857 CRI CONSTRUCTION INC $ 987,776.40 104.4244%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 366 -2
TABULATION OF BIDS
CALL ORDER : 366 CONTRACT ID : R -33063-C COUNTIES : MARION
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1636776 |( 2 ) 35-1841857 |( )
|LINKEL COMPANY |CRI CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 LANDSCAPING
| | |
0001 105-06845 LUMP | 130000.00000 130000.00| 41000.00000 41000.00|
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 110-01001 LUMP | 100000.00000 100000.00| 49000.00000 49000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-01015 LUMP | 100000.00000 100000.00| 36200.00000 36200.00|
CLEARING AND GRUBBING | | |
0008 205-06931 500.000 TON | 20.00000 10000.00| 40.00000 20000.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0009 205-06933 23.000 EACH | 100.00000 2300.00| 152.00000 3496.00|
TEMPORARY DITCH INLET PROTECTION | | |
0010 205-06937 19851.000 LFT | 1.50000 29776.50| 1.30000 25806.30|
TEMPORARY SILT FENCE | | |
0012 205-09543 788.000 TON | 10.00000 7880.00| 69.00000 54372.00|
NO 2 STONE | | |
0013 616-06451 335.000 TON | 20.00000 6700.00| 58.00000 19430.00|
RIPRAP, UNIFORM | | |
0014 616-06451 246.000 TON | 25.00000 6150.00| 98.00000 24108.00|
RIPRAP, UNIFORM , DECORATIVE | | |
0015 621-01004 1.000 EACH | 2000.00000 2000.00| 1000.00000 1000.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0016 621-06559 9866.000 SYS | 1.00000 9866.00| 1.25000 12332.50|
MULCHED SEEDING, R | | |
0017 621-06567 8500.000 kGAL | 1.00000 8500.00| 0.30000 2550.00|
WATER | | |
0018 621-09902 60.000 EACH | 25.00000 1500.00| 100.00000 6000.00|
SOIL LAB TESTING | | |
0019 621-09903 134.000 EACH | 25.00000 3350.00| 225.00000 30150.00|
PERCOLATION TEST | | |
0020 621-09904 134.000 EACH | 25.00000 3350.00| 200.00000 26800.00|
DENSITY TEST | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 366 -3
TABULATION OF BIDS
CALL ORDER : 366 CONTRACT ID : R -33063-C COUNTIES : MARION
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1636776 |( 2 ) 35-1841857 |( )
|LINKEL COMPANY |CRI CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 621-09905 4099.000 LBS | 1.00000 4099.00| 2.10000 8607.90|
SULFUR | | |
0022 621-09906 5.220 ACRE | 500.00000 2610.00| 2100.00000 10962.00|
SEED MIXTURE, PRAIRIE SEED | | |
0023 621-09907 LUMP | 100000.00000 100000.00| 71000.00000 71000.00|
STAGING PLAN AND PREPARATION | | |
0024 621-09908 6096.000 CYS | 12.00000 73152.00| 41.00000 249936.00|
SOIL , AMENDMENT MIXTURE, SPREAD | | |
0025 621-09908 76.000 CYS | 10.00000 760.00| 45.00000 3420.00|
SOIL , AMENDMENT MIXTURE, STOCKPILE | | |
0026 621-09909 53369.000 SYS | 0.50000 26684.50| 0.50000 26684.50|
SOIL , COMPACTION | | |
0027 621-09909 38402.000 SYS | 0.50000 19201.00| 0.90000 34561.80|
SOIL , DECOMPACTION, 18 IN. | | |
0028 621-09909 53369.000 SYS | 0.50000 26684.50| 0.80000 42695.20|
SOIL , INCORPORATION / ROTOTILL, 8 IN. | | |
0029 621-98038 2658.000 CYS | 28.00000 74424.00| 19.00000 50502.00|
MULCH, HARDWOOD SHREDDED BARK | | |
0030 622-52436 138.000 EACH | 65.00000 8970.00| 65.00000 8970.00|
SIGN, DO NOT MOW OR SPRAY | | |
0031 624-92647 11.410 ACRE | 300.00000 3423.00| 420.00000 4792.20|
HERBICIDE TREATMENT | | |
0032 702-03607 13.000 EACH | 100.00000 1300.00| 489.00000 6357.00|
CORED HOLE IN CONCRETE | | |
0033 715-05048 5357.000 LFT | 3.00000 16071.00| 4.00000 21428.00|
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0034 715-05171 330.000 LFT | 40.00000 13200.00| 38.00000 12540.00|
PIPE, TYPE 3, CIRCULAR, 18 IN | | |
0035 718-06529 11.000 EACH | 400.00000 4400.00| 300.00000 3300.00|
OUTLET PROTECTOR, 2 | | |
0036 718-52610 404.000 CYS | 10.00000 4040.00| 52.00000 21008.00|
AGGREGATE FOR UNDERDRAINS | | |
0037 801-03290 33.000 EACH | 285.00000 9405.00| 122.00000 4026.00|
CONSTRUCTION SIGN, C | | |
0038 801-06625 27.000 EACH | 115.00000 3105.00| 90.00000 2430.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0039 801-06640 177.000 EACH | 139.00000 24603.00| 75.00000 13275.00|
CONSTRUCTION SIGN, A | | |
0040 801-06775 LUMP | 90000.00000 90000.00| 12000.00000 12000.00|
MAINTAINING TRAFFIC | | |
0041 801-07118 216.000 LFT | 16.00000 3456.00| 17.00000 3672.00|
BARRICADE, III-A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 366 -4
TABULATION OF BIDS
CALL ORDER : 366 CONTRACT ID : R -33063-C COUNTIES : MARION
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1636776 |( 2 ) 35-1841857 |( )
|LINKEL COMPANY |CRI CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 801-09133 2.000 EACH | 4500.00000 9000.00| 4975.00000 9950.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0043 802-04314 298.000 EACH | 20.00000 5960.00| 45.00000 13410.00|
SIGN , TEMPORARY, PLANT MATERIAL | | |
STAGING, | | |
SECTION TOTALS | $ 945,924.50| $ 987,776.40| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 945,924.50| $ 987,776.40| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 370 -1
VENDOR RANKING
CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 10/29/10
LOCATION : ON CR 1025N AT TOWER RIDGE ROAD PROJECT(S) : 0233001
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1875662 CRIDER & CRIDER INC $ 405,899.47 100.0000%
2 35-2155873 KINGS TRUCKING & EXCAVATION INC $ 435,579.89 107.3123%
3 35-1801998 CLR INC $ 440,521.95 108.5298%
4 35-1673827 H E HENDERSON INC $ 444,176.84 109.4303%
5 38-3806996 HIS CONSTRUCTORS INC $ 446,850.20 110.0889%
6 35-1385672 FORCE CONSTRUCTION CO INC $ 528,818.42 130.2831%
7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 572,476.13 141.0389%
8 35-1357381 DAVE OMARA CONTRACTOR INC $ 578,257.35 142.4632%
9 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 681,907.86 167.9992%
10 35-1212938 ATLAS EXCAVATING INC $ 767,252.00 189.0251%
11 35-1636776 LINKEL COMPANY $ 769,000.00 189.4558%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 370 -2
TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-2155873 |( 3 ) 35-1801998
|CRIDER & CRIDER INC |KINGS TRUCKING & EXCAVATION |CLR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 6500.00000 6500.00| 1465.34000 1465.34| 1500.00000 1500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 68.00000 68.00| 183.17000 183.17| 75.00000 75.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 5.000 MOS | 68.00000 340.00| 116.01000 580.05| 45.00000 225.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 20295.84000 20295.84| 25032.96000 25032.96| 23200.00000 23200.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 4059.17000 4059.17| 36040.92000 36040.92| 2320.00000 2320.00
CLEARING RIGHT OF WAY | | |
0011 202-02241 1177.000 LFT | 3.49000 4107.73| 2.90000 3413.30| 3.00000 3531.00
GUARDRAIL, REMOVE | | |
0012 203-02020 5842.000 CYS | 8.20000 47904.40| 16.08000 93939.36| 10.35000 60464.70
EXCAVATION, UNCLASSIFIED | | |
0013 205-02770 1415.000 SYS | 1.25000 1768.75| 1.83000 2589.45| 1.25000 1768.75
EROSION CONTROL BLANKET | | |
0014 205-06937 500.000 LFT | 2.40000 1200.00| 3.66000 1830.00| 5.00000 2500.00
TEMPORARY SILT FENCE | | |
0015 211-02050 215.000 CYS | 38.00000 8170.00| 25.34000 5448.10| 50.00000 10750.00
B BORROW | | |
0016 211-09265 1065.000 CYS | 35.50000 37807.50| 24.31000 25890.15| 26.00000 27690.00
STRUCTURAL BACKFILL, TYPE 2 | | |
0017 301-07448 200.000 TON | 15.50000 3100.00| 20.61000 4122.00| 23.00000 4600.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0018 601-94689 4.000 EACH | 2400.00000 9600.00| 2759.73000 11038.92| 3500.00000 14000.00
GUARDRAIL END TREATMENT, OS | | |
0019 601-99105 1177.000 LFT | 19.00000 22363.00| 18.99000 22351.23| 17.50000 20597.50
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 370 -3
TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-2155873 |( 3 ) 35-1801998
|CRIDER & CRIDER INC |KINGS TRUCKING & EXCAVATION |CLR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 616-02320 372.000 SYS | 2.09000 777.48| 3.23000 1201.56| 5.00000 1860.00
GEOTEXTILES | | |
0021 616-05688 194.000 TON | 37.50000 7275.00| 27.50000 5335.00| 55.00000 10670.00
RIPRAP, CLASS 1 , MODIFIED | | |
0022 616-06451 66.000 TON | 77.00000 5082.00| 94.54000 6239.64| 47.00000 3102.00
RIPRAP, UNIFORM | | |
0023 616-06451 66.000 TON | 79.50000 5247.00| 96.04000 6338.64| 50.00000 3300.00
RIPRAP, UNIFORM , MODIFIED | | |
0024 621-01004 1.000 EACH | 500.00000 500.00| 732.67000 732.67| 575.00000 575.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0025 621-06559 2000.000 SYS | 0.32000 640.00| 1.04000 2080.00| 0.31000 620.00
MULCHED SEEDING, R , UNDISTRIBUTED | | |
0026 628-09402 5.000 MOS | 1680.00000 8400.00| 2039.27000 10196.35| 1200.00000 6000.00
FIELD OFFICE, B | | |
0027 628-09407 5.000 MOS | 227.00000 1135.00| 274.75000 1373.75| 125.00000 625.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0028 702-51863 32.000 EACH | 14.00000 448.00| 12.21000 390.72| 30.00000 960.00
FIELD DRILLED HOLE IN CONCRETE | | |
0029 702-90915 6.000 CYS | 824.00000 4944.00| 370.95000 2225.70| 300.00000 1800.00
CONCRETE, CLASS A | | |
0030 703-06028 142.000 LBS | 0.80000 113.60| 0.79000 112.18| 12.00000 1704.00
REINFORCING BARS | | |
0031 714-06572 120.000 LFT | 1290.00000 154800.00| 1056.30000 126756.00| 1560.00000 187200.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
16FT X 8FT | | |
0032 714-08514 363.000 SFT | 104.00000 37752.00| 51.24000 18600.12| 95.00000 34485.00
WINGWALL | | |
0033 714-09726 72.000 SFT | 80.50000 5796.00| 40.46000 2913.12| 95.00000 6840.00
HEADWALL | | |
0034 801-03290 2.000 EACH | 225.00000 450.00| 360.23000 720.46| 175.00000 350.00
CONSTRUCTION SIGN, C | | |
0035 801-04308 2.000 EACH | 350.00000 700.00| 238.12000 476.24| 525.00000 1050.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0036 801-06625 4.000 EACH | 120.00000 480.00| 169.74000 678.96| 175.00000 700.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0037 801-06640 8.000 EACH | 195.00000 1560.00| 206.37000 1650.96| 285.00000 2280.00
CONSTRUCTION SIGN, A | | |
0038 801-06775 LUMP | 2050.00000 2050.00| 12943.87000 12943.87| 2500.00000 2500.00
MAINTAINING TRAFFIC | | |
0039 801-07118 40.000 LFT | 11.50000 460.00| 17.10000 684.00| 16.85000 674.00
BARRICADE, III-A | | |
SECTION TOTALS | $ 405,899.47| $ 435,579.89| $ 440,521.95
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 405,899.47| $ 435,579.89| $ 440,521.95
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 370 -4
TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1673827 |( 5 ) 38-3806996 |( 6 ) 35-1385672
|H E HENDERSON INC |HIS CONSTRUCTORS INC |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 4540.58000 4540.58| 1150.00000 1150.00| 1200.00000 1200.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 85.60000 85.60| 175.00000 175.00| 250.00000 250.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 5.000 MOS | 160.50000 802.50| 75.00000 375.00| 180.00000 900.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 35680.00000 35680.00| 20000.00000 20000.00| 26439.90000 26439.90
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 7181.27000 7181.27| 2000.00000 2000.00| 14782.06000 14782.06
CLEARING RIGHT OF WAY | | |
0011 202-02241 1177.000 LFT | 2.42000 2848.34| 2.35000 2765.95| 2.30000 2707.10
GUARDRAIL, REMOVE | | |
0012 203-02020 5842.000 CYS | 17.02000 99430.84| 13.00000 75946.00| 16.28000 95107.76
EXCAVATION, UNCLASSIFIED | | |
0013 205-02770 1415.000 SYS | 1.16000 1641.40| 1.15000 1627.25| 1.10000 1556.50
EROSION CONTROL BLANKET | | |
0014 205-06937 500.000 LFT | 1.42000 710.00| 1.40000 700.00| 1.35000 675.00
TEMPORARY SILT FENCE | | |
0015 211-02050 215.000 CYS | 45.89000 9866.35| 39.00000 8385.00| 26.26000 5645.90
B BORROW | | |
0016 211-09265 1065.000 CYS | 34.25000 36476.25| 45.00000 47925.00| 60.71000 64656.15
STRUCTURAL BACKFILL, TYPE 2 | | |
0017 301-07448 200.000 TON | 23.01000 4602.00| 23.00000 4600.00| 27.33000 5466.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0018 601-94689 4.000 EACH | 2373.00000 9492.00| 2300.00000 9200.00| 2260.00000 9040.00
GUARDRAIL END TREATMENT, OS | | |
0019 601-99105 1177.000 LFT | 16.33000 19220.41| 16.00000 18832.00| 15.55000 18302.35
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 370 -5
TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1673827 |( 5 ) 38-3806996 |( 6 ) 35-1385672
|H E HENDERSON INC |HIS CONSTRUCTORS INC |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 616-02320 372.000 SYS | 5.35000 1990.20| 2.50000 930.00| 4.29000 1595.88
GEOTEXTILES | | |
0021 616-05688 194.000 TON | 54.64000 10600.16| 75.00000 14550.00| 36.89000 7156.66
RIPRAP, CLASS 1 , MODIFIED | | |
0022 616-06451 66.000 TON | 112.40000 7418.40| 85.00000 5610.00| 53.82000 3552.12
RIPRAP, UNIFORM | | |
0023 616-06451 66.000 TON | 112.40000 7418.40| 115.00000 7590.00| 53.82000 3552.12
RIPRAP, UNIFORM , MODIFIED | | |
0024 621-01004 1.000 EACH | 525.00000 525.00| 510.00000 510.00| 500.00000 500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0025 621-06559 2000.000 SYS | 0.34000 680.00| 0.33000 660.00| 0.32000 640.00
MULCHED SEEDING, R , UNDISTRIBUTED | | |
0026 628-09402 5.000 MOS | 1926.00000 9630.00| 2000.00000 10000.00| 1983.59000 9917.95
FIELD OFFICE, B | | |
0027 628-09407 5.000 MOS | 267.50000 1337.50| 250.00000 1250.00| 432.50000 2162.50
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0028 702-51863 32.000 EACH | 25.42000 813.44| 13.00000 416.00| 21.93000 701.76
FIELD DRILLED HOLE IN CONCRETE | | |
0029 702-90915 6.000 CYS | 1633.43000 9800.58| 1650.00000 9900.00| 1156.56000 6939.36
CONCRETE, CLASS A | | |
0030 703-06028 142.000 LBS | 4.12000 585.04| 4.00000 568.00| 7.09000 1006.78
REINFORCING BARS | | |
0031 714-06572 120.000 LFT | 1041.44000 124972.80| 1350.00000 162000.00| 1618.07000 194168.40
STRUCTURE, PRECAST, RC, BOX SECTION | | |
16FT X 8FT | | |
0032 714-08514 363.000 SFT | 72.54000 26332.02| 80.00000 29040.00| 87.47000 31751.61
WINGWALL | | |
0033 714-09726 72.000 SFT | 43.75000 3150.00| 30.00000 2160.00| 47.35000 3409.20
HEADWALL | | |
0034 801-03290 2.000 EACH | 236.25000 472.50| 235.00000 470.00| 225.00000 450.00
CONSTRUCTION SIGN, C | | |
0035 801-04308 2.000 EACH | 367.50000 735.00| 365.00000 730.00| 350.00000 700.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0036 801-06625 4.000 EACH | 126.00000 504.00| 125.00000 500.00| 120.00000 480.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0037 801-06640 8.000 EACH | 204.75000 1638.00| 200.00000 1600.00| 195.00000 1560.00
CONSTRUCTION SIGN, A | | |
0038 801-06775 LUMP | 2508.06000 2508.06| 4200.00000 4200.00| 11380.36000 11380.36
MAINTAINING TRAFFIC | | |
0039 801-07118 40.000 LFT | 12.08000 483.20| 12.00000 480.00| 11.50000 460.00
BARRICADE, III-A | | |
SECTION TOTALS | $ 444,176.84| $ 446,850.20| $ 528,818.42
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 444,176.84| $ 446,850.20| $ 528,818.42
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 370 -6
TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 35-1357381 |( 9 ) 31-1323837
|AMERICAN CONTRACTING & SERVI |DAVE OMARA CONTRACTOR INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 3000.00000 3000.00| 2500.00000 2500.00| 81435.53000 81435.53
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 225.00000 225.00| 400.00000 400.00| 305.49000 305.49
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 5.000 MOS | 110.00000 550.00| 180.00000 900.00| 305.49000 1527.45
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 28623.80000 28623.80| 27000.00000 27000.00| 33684.65000 33684.65
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 2862.38000 2862.38| 16000.00000 16000.00| 26301.05000 26301.05
CLEARING RIGHT OF WAY | | |
0011 202-02241 1177.000 LFT | 2.30000 2707.10| 3.50000 4119.50| 3.39000 3990.03
GUARDRAIL, REMOVE | | |
0012 203-02020 5842.000 CYS | 27.00000 157734.00| 21.00000 122682.00| 31.92000 186476.64
EXCAVATION, UNCLASSIFIED | | |
0013 205-02770 1415.000 SYS | 1.10000 1556.50| 1.25000 1768.75| 1.30000 1839.50
EROSION CONTROL BLANKET | | |
0014 205-06937 500.000 LFT | 1.35000 675.00| 1.45000 725.00| 3.24000 1620.00
TEMPORARY SILT FENCE | | |
0015 211-02050 215.000 CYS | 61.00000 13115.00| 43.00000 9245.00| 42.91000 9225.65
B BORROW | | |
0016 211-09265 1065.000 CYS | 60.00000 63900.00| 51.00000 54315.00| 46.54000 49565.10
STRUCTURAL BACKFILL, TYPE 2 | | |
0017 301-07448 200.000 TON | 30.00000 6000.00| 20.00000 4000.00| 31.64000 6328.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0018 601-94689 4.000 EACH | 2260.00000 9040.00| 2400.00000 9600.00| 2711.21000 10844.84
GUARDRAIL END TREATMENT, OS | | |
0019 601-99105 1177.000 LFT | 15.55000 18302.35| 16.50000 19420.50| 24.32000 28624.64
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 370 -7
TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 35-1357381 |( 9 ) 31-1323837
|AMERICAN CONTRACTING & SERVI |DAVE OMARA CONTRACTOR INC |SUNESIS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 616-02320 372.000 SYS | 2.50000 930.00| 6.00000 2232.00| 4.34000 1614.48
GEOTEXTILES | | |
0021 616-05688 194.000 TON | 44.00000 8536.00| 225.00000 43650.00| 66.73000 12945.62
RIPRAP, CLASS 1 , MODIFIED | | |
0022 616-06451 66.000 TON | 72.00000 4752.00| 110.00000 7260.00| 131.61000 8686.26
RIPRAP, UNIFORM | | |
0023 616-06451 66.000 TON | 72.00000 4752.00| 250.00000 16500.00| 137.13000 9050.58
RIPRAP, UNIFORM , MODIFIED | | |
0024 621-01004 1.000 EACH | 500.00000 500.00| 525.00000 525.00| 807.71000 807.71
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0025 621-06559 2000.000 SYS | 0.32000 640.00| 0.35000 700.00| 1.04000 2080.00
MULCHED SEEDING, R , UNDISTRIBUTED | | |
0026 628-09402 5.000 MOS | 4700.00000 23500.00| 1950.00000 9750.00| 3065.92000 15329.60
FIELD OFFICE, B | | |
0027 628-09407 5.000 MOS | 370.00000 1850.00| 450.00000 2250.00| 350.04000 1750.20
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0028 702-51863 32.000 EACH | 18.00000 576.00| 30.00000 960.00| 23.31000 745.92
FIELD DRILLED HOLE IN CONCRETE | | |
0029 702-90915 6.000 CYS | 870.00000 5220.00| 1400.00000 8400.00| 1051.40000 6308.40
CONCRETE, CLASS A | | |
0030 703-06028 142.000 LBS | 2.00000 284.00| 1.80000 255.60| 1.57000 222.94
REINFORCING BARS | | |
0031 714-06572 120.000 LFT | 1330.00000 159600.00| 1430.00000 171600.00| 1171.37000 140564.40
STRUCTURE, PRECAST, RC, BOX SECTION | | |
16FT X 8FT | | |
0032 714-08514 363.000 SFT | 120.00000 43560.00| 90.00000 32670.00| 80.19000 29108.97
WINGWALL | | |
0033 714-09726 72.000 SFT | 40.00000 2880.00| 32.00000 2304.00| 65.95000 4748.40
HEADWALL | | |
0034 801-03290 2.000 EACH | 295.00000 590.00| 250.00000 500.00| 374.42000 748.84
CONSTRUCTION SIGN, C | | |
0035 801-04308 2.000 EACH | 295.00000 590.00| 370.00000 740.00| 247.50000 495.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0036 801-06625 4.000 EACH | 95.00000 380.00| 135.00000 540.00| 176.42000 705.68
DETOUR ROUTE MARKER ASSEMBLY | | |
0037 801-06640 8.000 EACH | 250.00000 2000.00| 215.00000 1720.00| 214.50000 1716.00
CONSTRUCTION SIGN, A | | |
0038 801-06775 LUMP | 2200.00000 2200.00| 2500.00000 2500.00| 1794.49000 1794.49
MAINTAINING TRAFFIC | | |
0039 801-07118 40.000 LFT | 21.00000 840.00| 13.00000 520.00| 17.77000 710.80
BARRICADE, III-A | | |
SECTION TOTALS | $ 572,476.13| $ 578,257.35| $ 681,907.86
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 572,476.13| $ 578,257.35| $ 681,907.86
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 370 -8
TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 10 ) 35-1212938 |( 11 ) 35-1636776 |( )
|ATLAS EXCAVATING INC |LINKEL COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 2000.00000 2000.00| 100000.00000 100000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 200.00000 200.00| 200.00000 200.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 5.000 MOS | 100.00000 500.00| 100.00000 500.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 38000.00000 38000.00| 25000.00000 25000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 10000.00000 10000.00| 50000.00000 50000.00|
CLEARING RIGHT OF WAY | | |
0011 202-02241 1177.000 LFT | 3.00000 3531.00| 3.00000 3531.00|
GUARDRAIL, REMOVE | | |
0012 203-02020 5842.000 CYS | 28.00000 163576.00| 25.00000 146050.00|
EXCAVATION, UNCLASSIFIED | | |
0013 205-02770 1415.000 SYS | 2.00000 2830.00| 1.00000 1415.00|
EROSION CONTROL BLANKET | | |
0014 205-06937 500.000 LFT | 2.00000 1000.00| 2.00000 1000.00|
TEMPORARY SILT FENCE | | |
0015 211-02050 215.000 CYS | 30.00000 6450.00| 25.00000 5375.00|
B BORROW | | |
0016 211-09265 1065.000 CYS | 30.00000 31950.00| 30.00000 31950.00|
STRUCTURAL BACKFILL, TYPE 2 | | |
0017 301-07448 200.000 TON | 25.00000 5000.00| 20.00000 4000.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0018 601-94689 4.000 EACH | 2800.00000 11200.00| 2500.00000 10000.00|
GUARDRAIL END TREATMENT, OS | | |
0019 601-99105 1177.000 LFT | 20.00000 23540.00| 17.00000 20009.00|
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 370 -9
TABULATION OF BIDS
CALL ORDER : 370 CONTRACT ID : SR -33065-A COUNTIES : JACKSON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 10 ) 35-1212938 |( 11 ) 35-1636776 |( )
|ATLAS EXCAVATING INC |LINKEL COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 616-02320 372.000 SYS | 2.50000 930.00| 1.00000 372.00|
GEOTEXTILES | | |
0021 616-05688 194.000 TON | 50.00000 9700.00| 50.00000 9700.00|
RIPRAP, CLASS 1 , MODIFIED | | |
0022 616-06451 66.000 TON | 50.00000 3300.00| 50.00000 3300.00|
RIPRAP, UNIFORM | | |
0023 616-06451 66.000 TON | 50.00000 3300.00| 58.00000 3828.00|
RIPRAP, UNIFORM , MODIFIED | | |
0024 621-01004 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0025 621-06559 2000.000 SYS | 2.00000 4000.00| 0.50000 1000.00|
MULCHED SEEDING, R , UNDISTRIBUTED | | |
0026 628-09402 5.000 MOS | 2000.00000 10000.00| 1500.00000 7500.00|
FIELD OFFICE, B | | |
0027 628-09407 5.000 MOS | 1250.00000 6250.00| 200.00000 1000.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0028 702-51863 32.000 EACH | 100.00000 3200.00| 50.00000 1600.00|
FIELD DRILLED HOLE IN CONCRETE | | |
0029 702-90915 6.000 CYS | 1000.00000 6000.00| 120.00000 720.00|
CONCRETE, CLASS A | | |
0030 703-06028 142.000 LBS | 50.00000 7100.00| 5.00000 710.00|
REINFORCING BARS | | |
0031 714-06572 120.000 LFT | 2500.00000 300000.00| 2000.00000 240000.00|
STRUCTURE, PRECAST, RC, BOX SECTION | | |
16FT X 8FT | | |
0032 714-08514 363.000 SFT | 250.00000 90750.00| 100.00000 36300.00|
WINGWALL | | |
0033 714-09726 72.000 SFT | 200.00000 14400.00| 120.00000 8640.00|
HEADWALL | | |
0034 801-03290 2.000 EACH | 290.00000 580.00| 300.00000 600.00|
CONSTRUCTION SIGN, C | | |
0035 801-04308 2.000 EACH | 290.00000 580.00| 400.00000 800.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0036 801-06625 4.000 EACH | 265.00000 1060.00| 125.00000 500.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0037 801-06640 8.000 EACH | 235.00000 1880.00| 300.00000 2400.00|
CONSTRUCTION SIGN, A | | |
0038 801-06775 LUMP | 3000.00000 3000.00| 48995.00000 48995.00|
MAINTAINING TRAFFIC | | |
0039 801-07118 40.000 LFT | 11.00000 440.00| 25.00000 1000.00|
BARRICADE, III-A | | |
SECTION TOTALS | $ 767,252.00| $ 769,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 767,252.00| $ 769,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 380 -1
VENDOR RANKING
CALL ORDER : 380 CONTRACT ID : R -33122-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : PIPE LINING COMPLETION DATE : 09/30/10
LOCATION : LAPORTE COUNTY - ON US 12, 1.1 MILES WEST OF MICHIGAN PROJECT(S) : 0901805
STATE LINE AT MEER ROAD
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2097364 INDIANA RELINE INC $ 188,235.00 100.0000%
2 38-2874876 WEST MICHIGAN CABLE CONTRACTORS INC $ 258,645.00 137.4054%
3 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 498,640.00 264.9029%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 380 -2
TABULATION OF BIDS
CALL ORDER : 380 CONTRACT ID : R -33122-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-2097364 |( 2 ) 38-2874876 |( 3 ) 35-1004746
|INDIANA RELINE INC |WEST MICHIGAN CABLE CONTRACT |TEMPLE & TEMPLE EXCAVATING &
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 | 2000.00000 2000.00| 1500.00000 1500.00| 13000.00000 13000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 150.00000 300.00| 300.00000 600.00| 280.00000 560.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 150.00000 900.00| 150.00000 900.00| 140.00000 840.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 2000.00000 2000.00| 15000.00000 15000.00| 24000.00000 24000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-01015 LUMP | 1500.00000 1500.00| 2000.00000 2000.00| 7400.00000 7400.00
CLEARING AND GRUBBING | | |
0011 628-09402 3.000 MOS | 1500.00000 4500.00| 1500.00000 4500.00| 4450.00000 13350.00
FIELD OFFICE, B | | |
0012 715-09324 1.000 EACH | 25000.00000 25000.00| 5000.00000 5000.00| 95000.00000 95000.00
GRATED BOX END SECTION 1, 3:1,MIN | | |
AREA46.1SF | | |
0014 801-03290 2.000 EACH | 200.00000 400.00| 500.00000 1000.00| 280.00000 560.00
CONSTRUCTION SIGN, C | | |
0015 801-06640 5.000 EACH | 200.00000 1000.00| 200.00000 1000.00| 280.00000 1400.00
CONSTRUCTION SIGN, A | | |
0016 801-06775 LUMP | 2000.00000 2000.00| 1500.00000 1500.00| 10340.00000 10340.00
MAINTAINING TRAFFIC | | |
0017 804-06771 2.000 EACH | 65.00000 130.00| 320.00000 640.00| 280.00000 560.00
DELINEATOR POST, FLEXIBLE , GREY | | |
0018 725-09304 125.000 LFT | 1188.00000 148500.00| 1800.00000 225000.00| 2653.00000 331625.00
PIPE LINER, THERMOPLASTIC, 46 SFT MIN. | | |
AREA 46 SQ. FT. | | |
SECTION TOTALS | $ 188,235.00| $ 258,645.00| $ 498,640.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 188,235.00| $ 258,645.00| $ 498,640.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 400 -1
VENDOR RANKING
CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 05/20/11
LOCATION : ON SR 120 FROM W ORLAND CORP LINE TO E ORLAND CORP AND ON PROJECT(S) : 5476009
SR 327 FROM S ORLAND CORP LINE TO N ORLAND CORP LINE 3317003
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,685,365.50 100.0000%
2 62-1492793 API CONSTRUCTION CORP $ 1,778,336.28 105.5164%
3 35-1185040 NIBLOCK EXCAVATING INC $ 1,882,810.40 111.7153%
4 35-1139301 E & B PAVING INC $ 1,958,889.51 116.2294%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 400 -2
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 62-1492793 |( 3 ) 35-1185040
|BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP |NIBLOCK EXCAVATING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 15000.00000 15000.00| 75000.00000 75000.00| 50000.00000 50000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 79.95000 159.90| 130.00000 260.00| 125.00000 250.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 16.000 MOS | 39.95000 639.20| 80.00000 1280.00| 75.00000 1200.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 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 | 83600.00000 83600.00| 86000.00000 86000.00| 90000.00000 90000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 110-01001 LUMP | 1000.00000 1000.00| 2400.00000 2400.00| 2800.00000 2800.00
MOBILIZATION AND DEMOBILIZATION , FOR | | |
MILLING | | |
0014 201-02245 3.000 EACH | 125.00000 375.00| 125.00000 375.00| 100.00000 300.00
TREE, 6 IN, REMOVE | | |
0015 201-91010 2.000 EACH | 750.00000 1500.00| 675.00000 1350.00| 550.00000 1100.00
TREE, 24 IN, REMOVE | | |
0016 202-02240 65.000 SYS | 10.63000 690.95| 36.00000 2340.00| 15.00000 975.00
PAVEMENT REMOVAL | | |
0017 202-02279 75.000 LFT | 4.35000 326.25| 4.00000 300.00| 6.00000 450.00
CURB AND GUTTER, REMOVE | | |
0018 202-04890 4.000 EACH | 167.07000 668.28| 625.00000 2500.00| 500.00000 2000.00
WELL , REMOVE MONITORING WELL VAULT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 400 -3
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 62-1492793 |( 3 ) 35-1185040
|BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP |NIBLOCK EXCAVATING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-52710 2915.000 SYS | 3.49000 10173.35| 12.00000 34980.00| 3.25000 9473.75
SIDEWALK, CONCRETE, REMOVE | | |
0020 202-74035 32.000 EACH | 31.29000 1001.28| 30.00000 960.00| 250.00000 8000.00
SIGN, REMOVE | | |
0021 202-91385 5.000 EACH | 155.17000 775.85| 192.00000 960.00| 600.00000 3000.00
INLET, REMOVE | | |
0022 202-96128 4186.000 LFT | 2.29000 9585.94| 4.00000 16744.00| 3.00000 12558.00
GUTTER, CONCRETE, REMOVE | | |
0023 202-96133 1086.000 LFT | 7.04000 7645.44| 6.40000 6950.40| 5.00000 5430.00
PIPE, REMOVE | | |
0024 203-02000 3560.000 CYS | 26.28000 93556.80| 16.00000 56960.00| 15.00000 53400.00
EXCAVATION, COMMON | | |
0025 205-02236 52.000 EACH | 65.00000 3380.00| 65.00000 3380.00| 150.00000 7800.00
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
DROP INLET PROTECTION | | |
0026 205-02237 48.000 EACH | 65.00000 3120.00| 65.00000 3120.00| 150.00000 7200.00
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0027 205-02459 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| 50000.00000 50000.00
EROSION CONTROL | | |
0028 205-03371 10.000 CYS | 167.98000 1679.80| 25.00000 250.00| 125.00000 1250.00
SEDIMENT, REMOVE | | |
0029 205-06931 4.000 TON | 79.91000 319.64| 90.00000 360.00| 65.00000 260.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0030 205-06935 2.000 EACH | 253.41000 506.82| 500.00000 1000.00| 600.00000 1200.00
TEMPORARY SEDIMENT BASIN | | |
0031 205-06937 1464.000 LFT | 1.65000 2415.60| 1.65000 2415.60| 1.88000 2752.32
TEMPORARY SILT FENCE | | |
0032 207-08263 1445.000 SYS | 12.77000 18452.65| 10.00000 14450.00| 18.50000 26732.50
SUBGRADE TREATMENT, TYPE IA | | |
0033 207-08267 14101.000 SYS | 6.44000 90810.44| 5.00000 70505.00| 9.65000 136074.65
SUBGRADE TREATMENT, TYPE IIIA | | |
0034 211-09264 2377.000 CYS | 25.35000 60256.95| 10.20000 24245.40| 10.00000 23770.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0035 303-01180 147.000 TON | 17.36000 2551.92| 25.00000 3675.00| 32.00000 4704.00
COMPACTED AGGREGATE, NO. 53 | | |
0036 304-07493 1330.000 TON | 54.00000 71820.00| 52.00000 69160.00| 60.00000 79800.00
WIDENING WITH HMA, TYPE B | | |
0037 306-08034 22155.000 SYS | 1.25000 27693.75| 1.00000 22155.00| 2.00000 44310.00
MILLING, ASPHALT, 1 1/2 IN | | |
0038 306-08432 1105.000 SYS | 1.80000 1989.00| 4.00000 4420.00| 3.00000 3315.00
MILLING, APPROACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 400 -4
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 62-1492793 |( 3 ) 35-1185040
|BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP |NIBLOCK EXCAVATING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 401-07321 2200.000 TON | 60.00000 132000.00| 55.00000 121000.00| 60.50000 133100.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0040 402-07438 660.000 TON | 47.00000 31020.00| 53.00000 34980.00| 56.00000 36960.00
HMA INTERMEDIATE, TYPE B | | |
0041 402-07441 2310.000 TON | 43.00000 99330.00| 52.00000 120120.00| 51.00000 117810.00
HMA BASE, TYPE B | | |
0042 406-05520 87.800 TON | 10.00000 878.00| 0.10000 8.78| 0.01000 0.88
ASPHALT FOR TACK COAT | | |
0043 604-07900 146.000 SYS | 61.00000 8906.00| 89.00000 12994.00| 61.00000 8906.00
CURB RAMP, CONCRETE, F | | |
0044 604-07901 64.000 SYS | 120.00000 7680.00| 90.00000 5760.00| 120.00000 7680.00
CURB RAMP, CONCRETE, G | | |
0045 604-07902 29.000 SYS | 95.00000 2755.00| 94.00000 2726.00| 95.00000 2755.00
CURB RAMP, CONCRETE, H | | |
0046 604-91531 3528.000 SYS | 30.00000 105840.00| 26.00000 91728.00| 30.00000 105840.00
SIDEWALK, CONCRETE, 4 IN | | |
0047 604-91531 291.000 SYS | 60.00000 17460.00| 86.00000 25026.00| 60.00000 17460.00
SIDEWALK, CONCRETE, 4 IN , COLORED | | |
STAMPED | | |
0048 605-52807 8875.000 LFT | 9.00000 79875.00| 14.50000 128687.50| 13.00000 115375.00
CURB AND GUTTER, COMBINED | | |
0049 607-06175 1342.000 LFT | 6.50000 8723.00| 13.50000 18117.00| 6.50000 8723.00
GUTTER, CONCRETE, TYPE | | |
0050 610-07487 360.000 TON | 63.00000 22680.00| 55.00000 19800.00| 70.00000 25200.00
HMA FOR APPROACHES, TYPE B | | |
0051 610-08446 2335.000 SYS | 43.00000 100405.00| 30.00000 70050.00| 43.00000 100405.00
PCCP FOR APPROACHES, 6 IN | | |
0052 610-09108 1006.000 SYS | 41.00000 41246.00| 35.00000 35210.00| 41.00000 41246.00
PCCP FOR APPROACHES, 9 IN | | |
0053 611-06497 21.000 EACH | 200.00000 4200.00| 140.00000 2940.00| 140.00000 2940.00
MAILBOX ASSEMBLY, SINGLE | | |
0054 615-06505 8.000 EACH | 750.00000 6000.00| 550.00000 4400.00| 550.00000 4400.00
MONUMENT, B | | |
0055 615-06527 1.000 EACH | 625.00000 625.00| 450.00000 450.00| 450.00000 450.00
MONUMENT, SECTION CORNER | | |
0056 616-02320 15.000 SYS | 6.07000 91.05| 5.00000 75.00| 24.00000 360.00
GEOTEXTILES | | |
0057 616-06451 10.000 TON | 27.68000 276.80| 90.00000 900.00| 55.00000 550.00
RIPRAP, UNIFORM | | |
0058 621-01004 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 725.00000 1450.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 400 -5
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 62-1492793 |( 3 ) 35-1185040
|BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP |NIBLOCK EXCAVATING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 621-02363 2825.000 SYS | 0.25000 706.25| 0.25000 706.25| 0.55000 1553.75
MULCHED SEEDING T, CONVENTIONAL MIX | | |
0060 621-06559 2825.000 SYS | 1.00000 2825.00| 1.00000 2825.00| 0.58000 1638.50
MULCHED SEEDING, R | | |
0061 621-06575 9220.000 SYS | 3.75000 34575.00| 2.75000 25355.00| 2.85000 26277.00
SODDING, NURSERY | | |
0062 622-05652 3.000 EACH | 950.00000 2850.00| 950.00000 2850.00| 1180.00000 3540.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 3.5 IN | | |
0063 628-09401 12.000 MOS | 1579.00000 18948.00| 1500.00000 18000.00| 2000.00000 24000.00
FIELD OFFICE, A | | |
0064 628-09407 12.000 MOS | 231.00000 2772.00| 290.00000 3480.00| 250.00000 3000.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0065 715-02630 1.000 EACH | 1079.11000 1079.11| 985.00000 985.00| 1400.00000 1400.00
SAFETY METAL END SECTION, 6:1, 24 IN | | |
0066 715-05121 32.000 LFT | 62.24000 1991.68| 62.00000 1984.00| 44.00000 1408.00
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0067 715-05149 2478.000 LFT | 29.30000 72605.40| 29.00000 71862.00| 28.00000 69384.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0068 715-05149 869.000 LFT | 30.71000 26686.99| 28.60000 24853.40| 35.00000 30415.00
PIPE, TYPE 2, CIRCULAR, 12 IN , MODIFIE | | |
0069 715-05152 876.000 LFT | 40.60000 35565.60| 37.70000 33025.20| 45.00000 39420.00
PIPE, TYPE 2, CIRCULAR, 18 IN , MODIFIE | | |
0070 715-05154 526.000 LFT | 62.29000 32764.54| 87.50000 46025.00| 63.00000 33138.00
PIPE, TYPE 2, CIRCULAR, 24 IN , MODIFIE | | |
0071 715-08305 180.000 TON | 69.00000 12420.00| 55.00000 9900.00| 106.00000 19080.00
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0072 715-09064 2931.000 LFT | 1.25000 3663.75| 1.25000 3663.75| 1.25000 3663.75
VIDEO INSPECTION FOR PIPE | | |
0073 715-46010 2.000 EACH | 254.93000 509.86| 355.00000 710.00| 800.00000 1600.00
PIPE END SECTION, 18 IN | | |
0074 720-01092 14.000 EACH | 3313.72000 46392.08| 2920.00000 40880.00| 2250.00000 31500.00
MANHOLE, J15, MODIFIED | | |
0075 720-01355 5.000 EACH | 115.27000 576.35| 310.00000 1550.00| 600.00000 3000.00
INLET, CLEAN EXISTING | | |
0076 720-44000 3.000 EACH | 135.14000 405.42| 310.00000 930.00| 750.00000 2250.00
CASTING, ADJUST TO GRADE , MONITORING | | |
WELL | | |
0077 720-44000 2.000 EACH | 491.66000 983.32| 310.00000 620.00| 925.00000 1850.00
CASTING, ADJUST TO GRADE , VAULT | | |
STRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 400 -6
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 62-1492793 |( 3 ) 35-1185040
|BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP |NIBLOCK EXCAVATING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0078 720-44025 3.000 EACH | 463.38000 1390.14| 385.00000 1155.00| 560.00000 1680.00
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0079 720-44080 15.000 EACH | 1090.70000 16360.50| 1025.00000 15375.00| 1250.00000 18750.00
CASTING, 15, FURNISH AND ADJUST TO GRAD | | |
0080 720-45260 51.000 EACH | 763.42000 38934.42| 660.00000 33660.00| 1400.00000 71400.00
PIPE CATCH BASIN, 12 IN | | |
0081 720-93409 2.000 EACH | 2423.58000 4847.16| 2040.00000 4080.00| 2450.00000 4900.00
INLET, B15, MODIFIED | | |
0082 720-93411 1.000 EACH | 2423.58000 2423.58| 2040.00000 2040.00| 2450.00000 2450.00
INLET, C15, MODIFIED | | |
0083 720-94840 24.000 EACH | 112.44000 2698.56| 20.00000 480.00| 400.00000 9600.00
CASTING, WATER VALVE, ADJUST TO GRADE | | |
0084 720-97008 2.000 EACH | 1226.69000 2453.38| 875.00000 1750.00| 1800.00000 3600.00
FIRE HYDRANT ASSEMBLY, RELOCATE | | |
0085 720-98136 5.000 EACH | 907.04000 4535.20| 510.00000 2550.00| 1250.00000 6250.00
FIRE HYDRANT, RESET | | |
0086 720-98174 1.000 EACH | 2274.08000 2274.08| 1880.00000 1880.00| 2450.00000 2450.00
INLET, B15 | | |
0087 720-98555 13.000 EACH | 2274.08000 29563.04| 1900.00000 24700.00| 2450.00000 31850.00
INLET, C15 | | |
0088 801-03290 4.000 EACH | 127.75000 511.00| 125.00000 500.00| 125.00000 500.00
CONSTRUCTION SIGN, C | | |
0089 801-06203 2845.000 LFT | 0.18000 512.10| 0.50000 1422.50| 0.50000 1422.50
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0090 801-06207 2000.000 LFT | 0.94000 1880.00| 1.00000 2000.00| 1.25000 2500.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0091 801-06640 51.000 EACH | 120.51000 6146.01| 95.00000 4845.00| 95.00000 4845.00
CONSTRUCTION SIGN, A | | |
0092 801-06710 240.000 DAY | 5.15000 1236.00| 15.00000 3600.00| 5.15000 1236.00
FLASHING ARROW SIGN | | |
0093 801-06775 LUMP | 55156.36000 55156.36| 145615.00000 145615.00| 25000.00000 25000.00
MAINTAINING TRAFFIC | | |
0094 801-07118 48.000 LFT | 8.41000 403.68| 9.00000 432.00| 9.00000 432.00
BARRICADE, III-A | | |
0095 801-09133 4.000 EACH | 1658.22000 6632.88| 2600.00000 10400.00| 1660.00000 6640.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0096 801-92448 240.000 DAY | 4.36000 1046.40| 2.00000 480.00| 4.36000 1046.40
CONSTRUCTION SIGNS, MOBILE | | |
0097 802-05704 719.000 LFT | 7.00000 5033.00| 10.00000 7190.00| 10.00000 7190.00
SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | |
ANCHOR BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 400 -7
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 62-1492793 |( 3 ) 35-1185040
|BROOKS CONSTRUCTION COMPANY |API CONSTRUCTION CORP |NIBLOCK EXCAVATING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0098 802-07125 169.000 SFT | 15.00000 2535.00| 20.00000 3380.00| 20.00000 3380.00
SIGN, DOUBLE-FACED SHEET ENCAPSULATED | | |
LENS, WITH LEGEND, 0.080 IN. | | |
0099 802-07127 155.000 SFT | 17.00000 2635.00| 20.00000 3100.00| 20.00000 3100.00
SIGN, DOUBLE-FACED SHEET ENCAPSULATED | | |
LENS, WITH LEGEND, 0.125 IN. | | |
0100 805-95933 570.000 LFT | 1.75000 997.50| 0.70000 399.00| 3.00000 1710.00
CURB PAINTING, YELLOW | | |
0101 808-06703 1950.000 LFT | 0.61000 1189.50| 1.95000 3802.50| 0.35000 682.50
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0102 808-06705 715.000 LFT | 1.22000 872.30| 1.60000 1144.00| 1.50000 1072.50
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0103 808-09314 340.000 LFT | 1.00000 340.00| 1.60000 544.00| 2.00000 680.00
LINE, PAINT, SOLID, BLUE, 4 IN | | |
0104 808-74815 440.000 LFT | 1.83000 805.20| 1.95000 858.00| 3.00000 1320.00
TRANSVERSE MARKING THERMOPLASTIC | | |
CROSSWALK LINE 12" | | |
0105 808-75245 10910.000 LFT | 0.61000 6655.10| 0.25000 2727.50| 0.35000 3818.50
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0106 808-75297 90.000 LFT | 3.66000 329.40| 3.75000 337.50| 6.00000 540.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0107 808-75996 80.000 EACH | 7.00000 560.00| 15.00000 1200.00| 7.50000 600.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0108 808-75998 45.000 EACH | 40.00000 1800.00| 10.00000 450.00| 41.62000 1872.90
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0109 808-97664 3.000 EACH | 65.00000 195.00| 53.00000 159.00| 150.00000 450.00
PAVEMENT MESSAGE MARKING THERMOPLASTIC, | | |
HANDICAP SYMBOL | | |
SECTION TOTALS | $ 1,685,365.50| $ 1,778,336.28| $ 1,882,810.40
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,685,365.50| $ 1,778,336.28| $ 1,882,810.40
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 400 -8
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 40000.00000 40000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 16.000 MOS | 100.00000 1600.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 98000.00000 98000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0013 110-01001 LUMP | 2500.00000 2500.00| |
MOBILIZATION AND DEMOBILIZATION , FOR | | |
MILLING | | |
0014 201-02245 3.000 EACH | 125.00000 375.00| |
TREE, 6 IN, REMOVE | | |
0015 201-91010 2.000 EACH | 675.00000 1350.00| |
TREE, 24 IN, REMOVE | | |
0016 202-02240 65.000 SYS | 20.00000 1300.00| |
PAVEMENT REMOVAL | | |
0017 202-02279 75.000 LFT | 20.00000 1500.00| |
CURB AND GUTTER, REMOVE | | |
0018 202-04890 4.000 EACH | 150.00000 600.00| |
WELL , REMOVE MONITORING WELL VAULT | | |
0019 202-52710 2915.000 SYS | 5.00000 14575.00| |
SIDEWALK, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 400 -9
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-74035 32.000 EACH | 30.00000 960.00| |
SIGN, REMOVE | | |
0021 202-91385 5.000 EACH | 250.00000 1250.00| |
INLET, REMOVE | | |
0022 202-96128 4186.000 LFT | 5.00000 20930.00| |
GUTTER, CONCRETE, REMOVE | | |
0023 202-96133 1086.000 LFT | 15.00000 16290.00| |
PIPE, REMOVE | | |
0024 203-02000 3560.000 CYS | 27.00000 96120.00| |
EXCAVATION, COMMON | | |
0025 205-02236 52.000 EACH | 55.00000 2860.00| |
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
DROP INLET PROTECTION | | |
0026 205-02237 48.000 EACH | 45.00000 2160.00| |
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0027 205-02459 LUMP | 1500.00000 1500.00| |
EROSION CONTROL | | |
0028 205-03371 10.000 CYS | 90.00000 900.00| |
SEDIMENT, REMOVE | | |
0029 205-06931 4.000 TON | 100.00000 400.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0030 205-06935 2.000 EACH | 500.00000 1000.00| |
TEMPORARY SEDIMENT BASIN | | |
0031 205-06937 1464.000 LFT | 1.65000 2415.60| |
TEMPORARY SILT FENCE | | |
0032 207-08263 1445.000 SYS | 15.50000 22397.50| |
SUBGRADE TREATMENT, TYPE IA | | |
0033 207-08267 14101.000 SYS | 8.00000 112808.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0034 211-09264 2377.000 CYS | 11.00000 26147.00| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0035 303-01180 147.000 TON | 35.00000 5145.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0036 304-07493 1330.000 TON | 50.00000 66500.00| |
WIDENING WITH HMA, TYPE B | | |
0037 306-08034 22155.000 SYS | 1.00000 22155.00| |
MILLING, ASPHALT, 1 1/2 IN | | |
0038 306-08432 1105.000 SYS | 3.25000 3591.25| |
MILLING, APPROACH | | |
0039 401-07321 2200.000 TON | 65.00000 143000.00| |
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 400 -10
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 402-07438 660.000 TON | 50.00000 33000.00| |
HMA INTERMEDIATE, TYPE B | | |
0041 402-07441 2310.000 TON | 50.00000 115500.00| |
HMA BASE, TYPE B | | |
0042 406-05520 87.800 TON | 50.00000 4390.00| |
ASPHALT FOR TACK COAT | | |
0043 604-07900 146.000 SYS | 175.00000 25550.00| |
CURB RAMP, CONCRETE, F | | |
0044 604-07901 64.000 SYS | 175.00000 11200.00| |
CURB RAMP, CONCRETE, G | | |
0045 604-07902 29.000 SYS | 175.00000 5075.00| |
CURB RAMP, CONCRETE, H | | |
0046 604-91531 3528.000 SYS | 30.00000 105840.00| |
SIDEWALK, CONCRETE, 4 IN | | |
0047 604-91531 291.000 SYS | 115.00000 33465.00| |
SIDEWALK, CONCRETE, 4 IN , COLORED | | |
STAMPED | | |
0048 605-52807 8875.000 LFT | 13.75000 122031.25| |
CURB AND GUTTER, COMBINED | | |
0049 607-06175 1342.000 LFT | 40.00000 53680.00| |
GUTTER, CONCRETE, TYPE | | |
0050 610-07487 360.000 TON | 50.00000 18000.00| |
HMA FOR APPROACHES, TYPE B | | |
0051 610-08446 2335.000 SYS | 40.00000 93400.00| |
PCCP FOR APPROACHES, 6 IN | | |
0052 610-09108 1006.000 SYS | 42.00000 42252.00| |
PCCP FOR APPROACHES, 9 IN | | |
0053 611-06497 21.000 EACH | 140.00000 2940.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0054 615-06505 8.000 EACH | 550.00000 4400.00| |
MONUMENT, B | | |
0055 615-06527 1.000 EACH | 450.00000 450.00| |
MONUMENT, SECTION CORNER | | |
0056 616-02320 15.000 SYS | 20.00000 300.00| |
GEOTEXTILES | | |
0057 616-06451 10.000 TON | 100.00000 1000.00| |
RIPRAP, UNIFORM | | |
0058 621-01004 2.000 EACH | 450.00000 900.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0059 621-02363 2825.000 SYS | 0.25000 706.25| |
MULCHED SEEDING T, CONVENTIONAL MIX | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 400 -11
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 621-06559 2825.000 SYS | 1.00000 2825.00| |
MULCHED SEEDING, R | | |
0061 621-06575 9220.000 SYS | 2.75000 25355.00| |
SODDING, NURSERY | | |
0062 622-05652 3.000 EACH | 950.00000 2850.00| |
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 3.5 IN | | |
0063 628-09401 12.000 MOS | 2000.00000 24000.00| |
FIELD OFFICE, A | | |
0064 628-09407 12.000 MOS | 212.00000 2544.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0065 715-02630 1.000 EACH | 1800.00000 1800.00| |
SAFETY METAL END SECTION, 6:1, 24 IN | | |
0066 715-05121 32.000 LFT | 40.00000 1280.00| |
PIPE, TYPE 1, CIRCULAR, 18 IN | | |
0067 715-05149 2478.000 LFT | 40.00000 99120.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0068 715-05149 869.000 LFT | 44.00000 38236.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN , MODIFIE | | |
0069 715-05152 876.000 LFT | 52.00000 45552.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN , MODIFIE | | |
0070 715-05154 526.000 LFT | 71.00000 37346.00| |
PIPE, TYPE 2, CIRCULAR, 24 IN , MODIFIE | | |
0071 715-08305 180.000 TON | 100.00000 18000.00| |
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0072 715-09064 2931.000 LFT | 1.25000 3663.75| |
VIDEO INSPECTION FOR PIPE | | |
0073 715-46010 2.000 EACH | 250.00000 500.00| |
PIPE END SECTION, 18 IN | | |
0074 720-01092 14.000 EACH | 2958.00000 41412.00| |
MANHOLE, J15, MODIFIED | | |
0075 720-01355 5.000 EACH | 250.00000 1250.00| |
INLET, CLEAN EXISTING | | |
0076 720-44000 3.000 EACH | 125.00000 375.00| |
CASTING, ADJUST TO GRADE , MONITORING | | |
WELL | | |
0077 720-44000 2.000 EACH | 700.00000 1400.00| |
CASTING, ADJUST TO GRADE , VAULT | | |
STRUCTURE | | |
0078 720-44025 3.000 EACH | 450.00000 1350.00| |
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 400 -12
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 720-44080 15.000 EACH | 995.00000 14925.00| |
CASTING, 15, FURNISH AND ADJUST TO GRAD | | |
0080 720-45260 51.000 EACH | 880.00000 44880.00| |
PIPE CATCH BASIN, 12 IN | | |
0081 720-93409 2.000 EACH | 2220.00000 4440.00| |
INLET, B15, MODIFIED | | |
0082 720-93411 1.000 EACH | 2220.00000 2220.00| |
INLET, C15, MODIFIED | | |
0083 720-94840 24.000 EACH | 125.00000 3000.00| |
CASTING, WATER VALVE, ADJUST TO GRADE | | |
0084 720-97008 2.000 EACH | 1320.00000 2640.00| |
FIRE HYDRANT ASSEMBLY, RELOCATE | | |
0085 720-98136 5.000 EACH | 1320.00000 6600.00| |
FIRE HYDRANT, RESET | | |
0086 720-98174 1.000 EACH | 2100.00000 2100.00| |
INLET, B15 | | |
0087 720-98555 13.000 EACH | 2100.00000 27300.00| |
INLET, C15 | | |
0088 801-03290 4.000 EACH | 127.75000 511.00| |
CONSTRUCTION SIGN, C | | |
0089 801-06203 2845.000 LFT | 0.50000 1422.50| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0090 801-06207 2000.000 LFT | 1.25000 2500.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0091 801-06640 51.000 EACH | 120.51000 6146.01| |
CONSTRUCTION SIGN, A | | |
0092 801-06710 240.000 DAY | 5.15000 1236.00| |
FLASHING ARROW SIGN | | |
0093 801-06775 LUMP | 72500.00000 72500.00| |
MAINTAINING TRAFFIC | | |
0094 801-07118 48.000 LFT | 10.00000 480.00| |
BARRICADE, III-A | | |
0095 801-09133 4.000 EACH | 2000.00000 8000.00| |
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0096 801-92448 240.000 DAY | 4.36000 1046.40| |
CONSTRUCTION SIGNS, MOBILE | | |
0097 802-05704 719.000 LFT | 7.00000 5033.00| |
SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | |
ANCHOR BASE | | |
0098 802-07125 169.000 SFT | 15.00000 2535.00| |
SIGN, DOUBLE-FACED SHEET ENCAPSULATED | | |
LENS, WITH LEGEND, 0.080 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 400 -13
TABULATION OF BIDS
CALL ORDER : 400 CONTRACT ID : RS-27475-A COUNTIES : STEUBEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1139301 |( ) |( )
|E & B PAVING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0099 802-07127 155.000 SFT | 17.00000 2635.00| |
SIGN, DOUBLE-FACED SHEET ENCAPSULATED | | |
LENS, WITH LEGEND, 0.125 IN. | | |
0100 805-95933 570.000 LFT | 1.75000 997.50| |
CURB PAINTING, YELLOW | | |
0101 808-06703 1950.000 LFT | 0.61000 1189.50| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0102 808-06705 715.000 LFT | 1.22000 872.30| |
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0103 808-09314 340.000 LFT | 1.00000 340.00| |
LINE, PAINT, SOLID, BLUE, 4 IN | | |
0104 808-74815 440.000 LFT | 1.83000 805.20| |
TRANSVERSE MARKING THERMOPLASTIC | | |
CROSSWALK LINE 12" | | |
0105 808-75245 10910.000 LFT | 0.61000 6655.10| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0106 808-75297 90.000 LFT | 3.66000 329.40| |
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0107 808-75996 80.000 EACH | 1.00000 80.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0108 808-75998 45.000 EACH | 40.00000 1800.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0109 808-97664 3.000 EACH | 65.00000 195.00| |
PAVEMENT MESSAGE MARKING THERMOPLASTIC, | | |
HANDICAP SYMBOL | | |
SECTION TOTALS | $ 1,958,889.51| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,958,889.51| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 406 -1
VENDOR RANKING
CALL ORDER : 406 CONTRACT ID : RS-29497-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/15/10
LOCATION : ON US 421 FROM US 30 TO US 6 PROJECT(S) : 0500259
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1120685 WALSH & KELLY INC $ 2,166,193.32 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,444,807.77 112.8619%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 406 -2
TABULATION OF BIDS
CALL ORDER : 406 CONTRACT ID : RS-29497-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( )
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| 30000.00000 30000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 125.00000 250.00| 105.91000 211.82|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 125.00000 1500.00| 105.91000 1270.92|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 200000.00000 200000.00| 257657.00000 257657.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-93741 2.000 EACH | 530.00000 1060.00| 400.00000 800.00|
GUARDRAIL END TREATMENT, REMOVE | | |
0013 203-08607 100.000 LFT | 25.00000 2500.00| 34.06000 3406.00|
LINEAR GRADING | | |
0014 303-07449 5950.000 TON | 12.00000 71400.00| 15.00000 89250.00|
COMPACTED AGGREGATE, NO. 73 | | |
0015 304-07491 1600.000 TON | 52.00000 83200.00| 70.00000 112000.00|
HMA PATCHING, TYPE C | | |
0016 306-08036 123880.000 SYS | 1.30000 161044.00| 0.50000 61940.00|
MILLING, ASPHALT, 2 IN | | |
0017 306-08043 4950.000 SYS | 1.30000 6435.00| 0.50000 2475.00|
MILLING, TRANSITION | | |
0018 306-08432 5360.000 SYS | 2.00000 10720.00| 3.00000 16080.00|
MILLING, APPROACH | | |
0019 306-08595 16615.000 SYS | 2.00000 33230.00| 0.75000 12461.25|
MILLING ASPHALT, 3 1/2 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 406 -3
TABULATION OF BIDS
CALL ORDER : 406 CONTRACT ID : RS-29497-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( )
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 401-06264 LUMP | 10000.00000 10000.00| 25000.00000 25000.00|
PROFILOGRAPH, HMA | | |
0021 401-07328 14440.000 TON | 40.00000 577600.00| 50.00000 722000.00|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0022 401-07379 13500.000 TON | 40.00000 540000.00| 44.00000 594000.00|
QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | |
0023 401-07380 1830.000 TON | 42.00000 76860.00| 44.00000 80520.00|
QC/QA-HMA, 4, 70, INTERMEDIATE, 12.5 mm | | |
0024 401-09877 1370.000 TON | 55.00000 75350.00| 70.00000 95900.00|
QC/QA-HMA, 4, 70, SURFACE, 9.5 mm - SMA | | |
0025 406-05520 70.000 TON | 650.00000 45500.00| 255.31000 17871.70|
ASPHALT FOR TACK COAT | | |
0026 601-08434 1.000 EACH | 650.00000 650.00| 1400.00000 1400.00|
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0027 601-94689 2.000 EACH | 3120.00000 6240.00| 3300.00000 6600.00|
GUARDRAIL END TREATMENT, OS | | |
0028 610-07488 980.000 TON | 80.00000 78400.00| 70.00000 68600.00|
HMA FOR APPROACHES, TYPE C | | |
0029 615-06527 9.000 EACH | 619.00000 5571.00| 500.00000 4500.00|
MONUMENT, SECTION CORNER | | |
0030 628-09403 6.000 MOS | 1680.00000 10080.00| 5000.00000 30000.00|
FIELD OFFICE, C , 1 EACH | | |
0031 628-09407 6.000 MOS | 1000.00000 6000.00| 237.23000 1423.38|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0032 801-03290 4.000 EACH | 93.00000 372.00| 180.00000 720.00|
CONSTRUCTION SIGN, C | | |
0033 801-06203 6690.000 LFT | 0.30000 2007.00| 0.30000 2007.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0034 801-06207 3340.000 LFT | 1.00000 3340.00| 1.95000 6513.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0035 801-06640 42.000 EACH | 81.00000 3402.00| 55.00000 2310.00|
CONSTRUCTION SIGN, A | | |
0036 801-06710 20.000 DAY | 80.00000 1600.00| 20.00000 400.00|
FLASHING ARROW SIGN | | |
0037 801-06775 LUMP | 87000.00000 87000.00| 142657.00000 142657.00|
MAINTAINING TRAFFIC | | |
0038 805-02503 3430.000 LFT | 0.30000 1029.00| 0.35000 1200.50|
CABLE, ROADWAY LOOP, 1C 14GA. | | |
0039 805-78785 8.000 EACH | 500.00000 4000.00| 375.00000 3000.00|
SIGNAL DETECTOR HOUSING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 406 -4
TABULATION OF BIDS
CALL ORDER : 406 CONTRACT ID : RS-29497-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( )
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 805-78795 1113.000 LFT | 10.00000 11130.00| 9.20000 10239.60|
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0041 808-06701 710.000 LFT | 0.28000 198.80| 0.28000 198.80|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0042 808-06703 65020.000 LFT | 0.28000 18205.60| 0.28000 18205.60|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0043 808-06705 940.000 LFT | 1.00000 940.00| 1.00000 940.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0044 808-75240 7282.000 LFT | 0.28000 2038.96| 0.28000 2038.96|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0045 808-75245 8930.000 LFT | 0.28000 2500.40| 0.28000 2500.40|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0046 808-75260 220.000 LFT | 2.25000 495.00| 2.25000 495.00|
TRANSVERSE MARKING THERMOPLASTIC, SOLID | | |
CROSSHATCH LINE, WHITE, 12" | | |
0047 808-75278 172.000 LFT | 2.25000 387.00| 2.25000 387.00|
TRANSVERSE MARKING, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12" | | |
0048 808-75297 200.000 LFT | 4.50000 900.00| 4.50000 900.00|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0049 808-75320 12.000 EACH | 70.00000 840.00| 70.00000 840.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0050 808-75325 8.000 EACH | 90.00000 720.00| 90.00000 720.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0051 808-75340 4.000 EACH | 400.00000 1600.00| 400.00000 1600.00|
PAVEMENT MESSAGE MARKING, | | |
THERMOPLASTIC, (RXR) | | |
0052 808-75996 372.000 EACH | 6.00000 2232.00| 11.47000 4266.84|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0053 808-75998 372.000 EACH | 17.98000 6688.56| 17.00000 6324.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0054 808-92027 970.000 LFT | 1.00000 970.00| 1.00000 970.00|
LINE, THERMO, SOLID, YELLOW, 8 IN | | |
SECTION TOTALS | $ 2,166,193.32| $ 2,444,807.77| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,166,193.32| $ 2,444,807.77| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 410 -1
VENDOR RANKING
CALL ORDER : 410 CONTRACT ID : RS-29820-A COUNTIES : NOBLE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 11/15/10
LOCATION : ON SR 5 FROM CR 1000N TO INDUSTRIAL DRIVE IN CROMWELL PROJECT(S) : 0710450
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1185040 NIBLOCK EXCAVATING INC $ 831,992.65 100.0000%
2 35-1139301 E & B PAVING INC $ 906,454.50 108.9498%
3 35-0997978 PHEND & BROWN INC $ 999,626.45 120.1485%
4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,099,347.00 132.1342%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 410 -2
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-29820-A COUNTIES : NOBLE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1185040 |( 2 ) 35-1139301 |( 3 ) 35-0997978
|NIBLOCK EXCAVATING INC |E & B PAVING INC |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 4400.00000 4400.00| 3800.00000 3800.00| 25000.00000 25000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 120.00000 240.00| 120.00000 240.00| 300.00000 600.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 70.00000 840.00| 80.00000 960.00| 50.00000 600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 14550.00000 14550.00| 45000.00000 45000.00| 49780.00000 49780.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-02240 36.000 SYS | 20.00000 720.00| 28.00000 1008.00| 34.00000 1224.00
PAVEMENT REMOVAL | | |
0013 202-02278 1425.000 LFT | 5.00000 7125.00| 5.50000 7837.50| 14.00000 19950.00
CURB, CONCRETE, REMOVE | | |
0014 202-02928 2.000 EACH | 250.00000 500.00| 600.00000 1200.00| 210.00000 420.00
CATCH BASIN, REMOVE | | |
0015 202-03875 2.000 EACH | 650.00000 1300.00| 500.00000 1000.00| 250.00000 500.00
CONCRETE STEPS, REMOVE | | |
0016 202-04997 LUMP | 10000.00000 10000.00| 20000.00000 20000.00| 12500.00000 12500.00
RAILROAD , CROSSING REPAIR | | |
0017 202-52710 20.000 SYS | 36.00000 720.00| 34.00000 680.00| 6.00000 120.00
SIDEWALK, CONCRETE, REMOVE | | |
0018 202-91385 3.000 EACH | 300.00000 900.00| 1500.00000 4500.00| 500.00000 1500.00
INLET, REMOVE | | |
0019 207-08267 90.000 SYS | 14.00000 1260.00| 4.00000 360.00| 1.50000 135.00
SUBGRADE TREATMENT, TYPE IIIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 410 -3
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-29820-A COUNTIES : NOBLE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1185040 |( 2 ) 35-1139301 |( 3 ) 35-0997978
|NIBLOCK EXCAVATING INC |E & B PAVING INC |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 211-09265 819.000 CYS | 23.00000 18837.00| 29.00000 23751.00| 17.50000 14332.50
STRUCTURAL BACKFILL, TYPE 2 | | |
0021 301-07448 410.000 TON | 15.00000 6150.00| 22.00000 9020.00| 50.00000 20500.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 303-07449 113.000 TON | 44.00000 4972.00| 50.00000 5650.00| 23.00000 2599.00
COMPACTED AGGREGATE, NO. 73 | | |
0023 304-07490 4290.000 TON | 70.00000 300300.00| 50.00000 214500.00| 87.00000 373230.00
HMA PATCHING, TYPE B , FULL DEPTH | | |
0024 304-07490 255.000 TON | 98.00000 24990.00| 100.00000 25500.00| 87.00000 22185.00
HMA PATCHING, TYPE B , PARTIAL DEPTH | | |
0025 306-08036 11490.000 SYS | 1.00000 11490.00| 1.00000 11490.00| 1.10000 12639.00
MILLING, ASPHALT, 2 IN | | |
0026 306-08432 1990.000 SYS | 3.00000 5970.00| 1.00000 1990.00| 0.01000 19.90
MILLING, APPROACH | | |
0027 401-07345 1270.000 TON | 60.00000 76200.00| 125.00000 158750.00| 57.00000 72390.00
QC/QA-HMA, 2, 70, SURFACE, 12.5 mm -SMA | | |
0028 406-05520 8.000 TON | 850.00000 6800.00| 50.00000 400.00| 2.00000 16.00
ASPHALT FOR TACK COAT | | |
0029 601-01846 4.000 EACH | 2315.00000 9260.00| 2130.00000 8520.00| 2130.00000 8520.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0030 601-06035 12.000 LFT | 22.00000 264.00| 20.00000 240.00| 20.00000 240.00
GUARDRAIL, RESET | | |
0031 601-09238 22.000 EACH | 80.00000 1760.00| 125.00000 2750.00| 125.00000 2750.00
HAND DIG GUARDRAIL POST HOLES | | |
0032 601-99105 13.000 LFT | 31.00000 403.00| 25.00000 325.00| 25.00000 325.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0033 604-06070 35.000 SYS | 95.00000 3325.00| 61.00000 2135.00| 30.00000 1050.00
SIDEWALK, CONCRETE | | |
0034 604-07896 20.000 SYS | 185.00000 3700.00| 100.00000 2000.00| 120.00000 2400.00
CURB RAMP, CONCRETE, B | | |
0035 604-07897 45.000 SYS | 185.00000 8325.00| 200.00000 9000.00| 180.00000 8100.00
CURB RAMP, CONCRETE, C | | |
0036 604-07901 5.000 SYS | 200.00000 1000.00| 180.00000 900.00| 180.00000 900.00
CURB RAMP, CONCRETE, G | | |
0037 604-07902 15.000 SYS | 185.00000 2775.00| 180.00000 2700.00| 140.00000 2100.00
CURB RAMP, CONCRETE, H , MODIFIED | | |
0038 605-06120 1440.000 LFT | 17.00000 24480.00| 13.00000 18720.00| 31.00000 44640.00
CURB, CONCRETE | | |
0039 610-07487 255.000 TON | 75.00000 19125.00| 40.00000 10200.00| 34.00000 8670.00
HMA FOR APPROACHES, TYPE B | | |
0040 615-06505 5.000 EACH | 700.00000 3500.00| 375.00000 1875.00| 1000.00000 5000.00
MONUMENT, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 410 -4
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-29820-A COUNTIES : NOBLE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1185040 |( 2 ) 35-1139301 |( 3 ) 35-0997978
|NIBLOCK EXCAVATING INC |E & B PAVING INC |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 616-02320 2.000 SYS | 850.00000 1700.00| 5.00000 10.00| 100.00000 200.00
GEOTEXTILES | | |
0042 616-03472 2.000 TON | 275.00000 550.00| 600.00000 1200.00| 120.00000 240.00
RIPRAP, REVEMENT 18 IN. | | |
0043 621-06567 2.000 kGAL | 10.00000 20.00| 10.00000 20.00| 10.00000 20.00
WATER | | |
0044 621-06575 320.000 SYS | 14.92000 4774.40| 50.00000 16000.00| 14.92000 4774.40
SODDING, NURSERY | | |
0045 628-09402 6.000 MOS | 2200.00000 13200.00| 1900.00000 11400.00| 2149.00000 12894.00
FIELD OFFICE, B | | |
0046 628-09407 6.000 MOS | 220.00000 1320.00| 250.00000 1500.00| 231.00000 1386.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0047 702-90915 25.000 CYS | 100.00000 2500.00| 114.00000 2850.00| 85.00000 2125.00
CONCRETE, CLASS A , FOR BULKHEAD | | |
0048 715-04555 1.000 EACH | 725.00000 725.00| 750.00000 750.00| 1300.00000 1300.00
PIPE END SECTION, MIN. AREA 5.1 SF | | |
0049 715-05032 585.000 LFT | 34.00000 19890.00| 72.00000 42120.00| 31.00000 18135.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0050 715-05048 2010.000 LFT | 7.50000 15075.00| 5.50000 11055.00| 9.30000 18693.00
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0051 715-05149 855.000 LFT | 30.00000 25650.00| 69.00000 58995.00| 35.00000 29925.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0052 715-05152 485.000 LFT | 28.00000 13580.00| 73.00000 35405.00| 32.00000 15520.00
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0053 715-05203 20.000 LFT | 20.00000 400.00| 41.00000 820.00| 8.00000 160.00
PIPE, TYPE 4, CIRCULAR, 4 IN | | |
0054 715-05335 255.000 LFT | 85.00000 21675.00| 118.00000 30090.00| 78.00000 19890.00
PIPE, TYPE 2, DEFORMED, MIN AREA 5.1 SF | | |
0056 715-09064 2170.000 LFT | 1.25000 2712.50| 1.25000 2712.50| 2.75000 5967.50
VIDEO INSPECTION FOR PIPE | | |
0058 718-52610 190.000 CYS | 73.00000 13870.00| 18.00000 3420.00| 26.60000 5054.00
AGGREGATE FOR UNDERDRAINS | | |
0059 718-99153 1390.000 SYS | 2.50000 3475.00| 5.00000 6950.00| 0.40000 556.00
GEOTEXTILES FOR UNDERDRAIN | | |
0060 720-09079 3.000 EACH | 2000.00000 6000.00| 2500.00000 7500.00| 2500.00000 7500.00
INLET, HA5, MODIFIED | | |
0061 720-45015 2.000 EACH | 1500.00000 3000.00| 1800.00000 3600.00| 1900.00000 3800.00
INLET, A8 | | |
0062 720-45410 7.000 EACH | 1800.00000 12600.00| 2500.00000 17500.00| 2740.00000 19180.00
MANHOLE, C4 | | |
0063 720-94612 1.000 EACH | 4500.00000 4500.00| 4000.00000 4000.00| 5100.00000 5100.00
MANHOLE, K4 , MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 410 -5
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-29820-A COUNTIES : NOBLE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1185040 |( 2 ) 35-1139301 |( 3 ) 35-0997978
|NIBLOCK EXCAVATING INC |E & B PAVING INC |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0064 720-95409 1.000 EACH | 4000.00000 4000.00| 3000.00000 3000.00| 4300.00000 4300.00
MANHOLE, J4, MODIFIED | | |
0065 720-98174 7.000 EACH | 2100.00000 14700.00| 2000.00000 14000.00| 2800.00000 19600.00
INLET, B15 | | |
0066 720-98555 1.000 EACH | 2100.00000 2100.00| 2000.00000 2000.00| 2800.00000 2800.00
INLET, C15 | | |
0067 801-01506 2.000 EACH | 200.00000 400.00| 87.00000 174.00| 200.00000 400.00
TEMPORARY PAVEMENT MESSAGE MARKINGS, | | |
(RXR) | | |
0068 801-03290 2.000 EACH | 125.00000 250.00| 125.00000 250.00| 125.00000 250.00
CONSTRUCTION SIGN, C | | |
0069 801-06203 360.000 LFT | 4.00000 1440.00| 0.50000 180.00| 4.00000 1440.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0070 801-06207 360.000 LFT | 3.49000 1256.40| 0.50000 180.00| 1.30000 468.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0071 801-06213 2.000 EACH | 250.00000 500.00| 200.00000 400.00| 156.00000 312.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, (RXR) | | |
0072 801-06218 50.000 LFT | 8.50000 425.00| 6.00000 300.00| 3.90000 195.00
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 24 IN | | |
0073 801-06640 14.000 EACH | 125.00000 1750.00| 125.00000 1750.00| 125.00000 1750.00
CONSTRUCTION SIGN, A | | |
0074 801-06775 LUMP | 53000.00000 53000.00| 22600.00000 22600.00| 71000.00000 71000.00
MAINTAINING TRAFFIC | | |
0075 801-07612 50.000 LFT | 10.00000 500.00| 1.50000 75.00| 1.00000 50.00
TEMPORARY PAVEMENT MARKING, 24 IN | | |
0076 801-92448 720.000 DAY | 2.63000 1893.60| 1.00000 720.00| 4.62000 3326.40
CONSTRUCTION SIGNS, MOBILE | | |
0077 808-06703 2895.000 LFT | 0.35000 1013.25| 0.30000 868.50| 0.35000 1013.25
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0078 808-75240 205.000 LFT | 0.35000 71.75| 0.30000 61.50| 0.35000 71.75
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0079 808-75245 5965.000 LFT | 0.35000 2087.75| 0.30000 1789.50| 0.35000 2087.75
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0080 808-75297 50.000 LFT | 10.00000 500.00| 10.00000 500.00| 10.00000 500.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0081 808-75300 650.000 LFT | 2.00000 1300.00| 2.00000 1300.00| 2.00000 1300.00
TRANSVERSE MARKING, THERMOPLASTIC, | | |
CROSSWALK LINE, 6" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 410 -6
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-29820-A COUNTIES : NOBLE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1185040 |( 2 ) 35-1139301 |( 3 ) 35-0997978
|NIBLOCK EXCAVATING INC |E & B PAVING INC |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 808-75340 2.000 EACH | 400.00000 800.00| 400.00000 800.00| 400.00000 800.00
PAVEMENT MESSAGE MARKING, | | |
THERMOPLASTIC, (RXR) | | |
0083 808-97664 4.000 EACH | 150.00000 600.00| 150.00000 600.00| 150.00000 600.00
PAVEMENT MESSAGE MARKING THERMOPLASTIC, | | |
HANDICAP SYMBOL | | |
SECTION TOTALS | $ 831,992.65| $ 906,454.50| $ 999,626.45
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 831,992.65| $ 906,454.50| $ 999,626.45
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 410 -7
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-29820-A COUNTIES : NOBLE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 30000.00000 30000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 80.00000 160.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 41.00000 492.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 54000.00000 54000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-02240 36.000 SYS | 13.00000 468.00| |
PAVEMENT REMOVAL | | |
0013 202-02278 1425.000 LFT | 4.00000 5700.00| |
CURB, CONCRETE, REMOVE | | |
0014 202-02928 2.000 EACH | 355.00000 710.00| |
CATCH BASIN, REMOVE | | |
0015 202-03875 2.000 EACH | 490.00000 980.00| |
CONCRETE STEPS, REMOVE | | |
0016 202-04997 LUMP | 4000.00000 4000.00| |
RAILROAD , CROSSING REPAIR | | |
0017 202-52710 20.000 SYS | 17.85000 357.00| |
SIDEWALK, CONCRETE, REMOVE | | |
0018 202-91385 3.000 EACH | 350.00000 1050.00| |
INLET, REMOVE | | |
0019 207-08267 90.000 SYS | 25.00000 2250.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 410 -8
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-29820-A COUNTIES : NOBLE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 211-09265 819.000 CYS | 37.55000 30753.45| |
STRUCTURAL BACKFILL, TYPE 2 | | |
0021 301-07448 410.000 TON | 20.00000 8200.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 303-07449 113.000 TON | 28.00000 3164.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0023 304-07490 4290.000 TON | 49.00000 210210.00| |
HMA PATCHING, TYPE B , FULL DEPTH | | |
0024 304-07490 255.000 TON | 100.00000 25500.00| |
HMA PATCHING, TYPE B , PARTIAL DEPTH | | |
0025 306-08036 11490.000 SYS | 1.30000 14937.00| |
MILLING, ASPHALT, 2 IN | | |
0026 306-08432 1990.000 SYS | 2.75000 5472.50| |
MILLING, APPROACH | | |
0027 401-07345 1270.000 TON | 75.00000 95250.00| |
QC/QA-HMA, 2, 70, SURFACE, 12.5 mm -SMA | | |
0028 406-05520 8.000 TON | 10.00000 80.00| |
ASPHALT FOR TACK COAT | | |
0029 601-01846 4.000 EACH | 2500.00000 10000.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0030 601-06035 12.000 LFT | 150.00000 1800.00| |
GUARDRAIL, RESET | | |
0031 601-09238 22.000 EACH | 100.00000 2200.00| |
HAND DIG GUARDRAIL POST HOLES | | |
0032 601-99105 13.000 LFT | 150.00000 1950.00| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0033 604-06070 35.000 SYS | 70.00000 2450.00| |
SIDEWALK, CONCRETE | | |
0034 604-07896 20.000 SYS | 200.00000 4000.00| |
CURB RAMP, CONCRETE, B | | |
0035 604-07897 45.000 SYS | 230.00000 10350.00| |
CURB RAMP, CONCRETE, C | | |
0036 604-07901 5.000 SYS | 220.00000 1100.00| |
CURB RAMP, CONCRETE, G | | |
0037 604-07902 15.000 SYS | 250.00000 3750.00| |
CURB RAMP, CONCRETE, H , MODIFIED | | |
0038 605-06120 1440.000 LFT | 17.00000 24480.00| |
CURB, CONCRETE | | |
0039 610-07487 255.000 TON | 85.00000 21675.00| |
HMA FOR APPROACHES, TYPE B | | |
0040 615-06505 5.000 EACH | 700.00000 3500.00| |
MONUMENT, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 410 -9
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-29820-A COUNTIES : NOBLE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 616-02320 2.000 SYS | 200.00000 400.00| |
GEOTEXTILES | | |
0042 616-03472 2.000 TON | 120.00000 240.00| |
RIPRAP, REVEMENT 18 IN. | | |
0043 621-06567 2.000 kGAL | 10.00000 20.00| |
WATER | | |
0044 621-06575 320.000 SYS | 16.67000 5334.40| |
SODDING, NURSERY | | |
0045 628-09402 6.000 MOS | 1800.00000 10800.00| |
FIELD OFFICE, B | | |
0046 628-09407 6.000 MOS | 231.00000 1386.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0047 702-90915 25.000 CYS | 235.00000 5875.00| |
CONCRETE, CLASS A , FOR BULKHEAD | | |
0048 715-04555 1.000 EACH | 1110.00000 1110.00| |
PIPE END SECTION, MIN. AREA 5.1 SF | | |
0049 715-05032 585.000 LFT | 60.35000 35304.75| |
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0050 715-05048 2010.000 LFT | 15.35000 30853.50| |
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0051 715-05149 855.000 LFT | 62.20000 53181.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0052 715-05152 485.000 LFT | 62.70000 30409.50| |
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0053 715-05203 20.000 LFT | 14.90000 298.00| |
PIPE, TYPE 4, CIRCULAR, 4 IN | | |
0054 715-05335 255.000 LFT | 125.70000 32053.50| |
PIPE, TYPE 2, DEFORMED, MIN AREA 5.1 SF | | |
0056 715-09064 2170.000 LFT | 1.10000 2387.00| |
VIDEO INSPECTION FOR PIPE | | |
0058 718-52610 190.000 CYS | 49.45000 9395.50| |
AGGREGATE FOR UNDERDRAINS | | |
0059 718-99153 1390.000 SYS | 1.12000 1556.80| |
GEOTEXTILES FOR UNDERDRAIN | | |
0060 720-09079 3.000 EACH | 2670.00000 8010.00| |
INLET, HA5, MODIFIED | | |
0061 720-45015 2.000 EACH | 2210.00000 4420.00| |
INLET, A8 | | |
0062 720-45410 7.000 EACH | 2215.00000 15505.00| |
MANHOLE, C4 | | |
0063 720-94612 1.000 EACH | 3815.00000 3815.00| |
MANHOLE, K4 , MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 410 -10
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-29820-A COUNTIES : NOBLE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0064 720-95409 1.000 EACH | 2940.00000 2940.00| |
MANHOLE, J4, MODIFIED | | |
0065 720-98174 7.000 EACH | 2870.00000 20090.00| |
INLET, B15 | | |
0066 720-98555 1.000 EACH | 2870.00000 2870.00| |
INLET, C15 | | |
0067 801-01506 2.000 EACH | 185.00000 370.00| |
TEMPORARY PAVEMENT MESSAGE MARKINGS, | | |
(RXR) | | |
0068 801-03290 2.000 EACH | 131.00000 262.00| |
CONSTRUCTION SIGN, C | | |
0069 801-06203 360.000 LFT | 0.55000 198.00| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0070 801-06207 360.000 LFT | 1.00000 360.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0071 801-06213 2.000 EACH | 250.00000 500.00| |
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, (RXR) | | |
0072 801-06218 50.000 LFT | 5.75000 287.50| |
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 24 IN | | |
0073 801-06640 14.000 EACH | 150.00000 2100.00| |
CONSTRUCTION SIGN, A | | |
0074 801-06775 LUMP | 227110.20000 227110.20| |
MAINTAINING TRAFFIC | | |
0075 801-07612 50.000 LFT | 12.00000 600.00| |
TEMPORARY PAVEMENT MARKING, 24 IN | | |
0076 801-92448 720.000 DAY | 2.25000 1620.00| |
CONSTRUCTION SIGNS, MOBILE | | |
0077 808-06703 2895.000 LFT | 0.56000 1621.20| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0078 808-75240 205.000 LFT | 0.56000 114.80| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0079 808-75245 5965.000 LFT | 0.56000 3340.40| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0080 808-75297 50.000 LFT | 3.39000 169.50| |
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0081 808-75300 650.000 LFT | 0.85000 552.50| |
TRANSVERSE MARKING, THERMOPLASTIC, | | |
CROSSWALK LINE, 6" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 410 -11
TABULATION OF BIDS
CALL ORDER : 410 CONTRACT ID : RS-29820-A COUNTIES : NOBLE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 808-75340 2.000 EACH | 335.00000 670.00| |
PAVEMENT MESSAGE MARKING, | | |
THERMOPLASTIC, (RXR) | | |
0083 808-97664 4.000 EACH | 55.00000 220.00| |
PAVEMENT MESSAGE MARKING THERMOPLASTIC, | | |
HANDICAP SYMBOL | | |
SECTION TOTALS | $ 1,099,347.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,099,347.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 420 -1
VENDOR RANKING
CALL ORDER : 420 CONTRACT ID : RS-30031-A COUNTIES : STARKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/15/10
LOCATION : ON SR 10 FROM SR 39 TO US 35 PROJECT(S) : 0710048
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 1,330,418.55 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,458,500.52 109.6272%
3 35-1120685 WALSH & KELLY INC $ 1,539,303.85 115.7007%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 420 -2
TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : RS-30031-A COUNTIES : STARKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1120685
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 3200.00000 3200.00| 3000.00000 3000.00| 1500.00000 1500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 60.00000 120.00| 150.00000 300.00| 100.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 60.00000 720.00| 50.50000 606.00| 100.00000 1200.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 66000.00000 66000.00| 71000.00000 71000.00| 92000.00000 92000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-01015 LUMP | 3500.00000 3500.00| 3150.00000 3150.00| 2000.00000 2000.00
CLEARING AND GRUBBING | | |
0013 303-07449 2445.000 TON | 23.50000 57457.50| 30.00000 73350.00| 15.00000 36675.00
COMPACTED AGGREGATE, NO. 73 | | |
0014 306-08036 88835.000 SYS | 0.35000 31092.25| 1.01000 89723.35| 0.70000 62184.50
MILLING, ASPHALT, 2 IN | | |
0015 306-08043 340.000 SYS | 9.30000 3162.00| 2.81000 955.40| 3.00000 1020.00
MILLING, TRANSITION | | |
0016 306-08432 8400.000 SYS | 0.01000 84.00| 0.50000 4200.00| 2.25000 18900.00
MILLING, APPROACH | | |
0017 401-07321 7330.000 TON | 49.00000 359170.00| 53.78000 394207.40| 54.00000 395820.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0018 401-07390 12215.000 TON | 39.00000 476385.00| 44.85000 547842.75| 46.50000 567997.50
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0019 406-05520 45.000 TON | 100.00000 4500.00| 1.00000 45.00| 500.00000 22500.00
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 420 -3
TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : RS-30031-A COUNTIES : STARKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1120685
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 610-07487 1850.000 TON | 50.00000 92500.00| 55.00000 101750.00| 80.00000 148000.00
HMA FOR APPROACHES, TYPE B | | |
0021 615-06527 14.000 EACH | 250.00000 3500.00| 818.18000 11454.52| 900.00000 12600.00
MONUMENT, SECTION CORNER | | |
0022 628-09402 5.000 MOS | 2010.00000 10050.00| 1450.00000 7250.00| 3000.00000 15000.00
FIELD OFFICE, B | | |
0023 628-09407 5.000 MOS | 320.00000 1600.00| 250.00000 1250.00| 250.00000 1250.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0024 715-04618 2.000 EACH | 1500.00000 3000.00| 3150.00000 6300.00| 3000.00000 6000.00
SAFETY METAL END SECTION, 6:1, 30 IN | | |
0025 715-08655 2.000 EACH | 4740.00000 9480.00| 3700.00000 7400.00| 7000.00000 14000.00
PIPE END SECTION, 72 IN SAFETY METAL | | |
END SECTION | | |
0026 725-06870 80.000 LFT | 290.00000 23200.00| 196.97000 15757.60| 204.00000 16320.00
PIPE LINER, THERMOPLASTIC, 30 IN | | |
0027 725-06876 95.000 LFT | 1236.27000 117445.65| 629.98000 59848.10| 659.10000 62614.50
PIPE LINER, THERMOPLASTIC, 72 IN | | |
0028 801-03290 2.000 EACH | 92.00000 184.00| 92.93000 185.86| 92.00000 184.00
CONSTRUCTION SIGN, C | | |
0029 801-06203 13325.000 LFT | 0.20000 2665.00| 0.20000 2665.00| 0.20000 2665.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0030 801-06207 6665.000 LFT | 1.03000 6864.95| 1.01000 6731.65| 1.15000 7664.75
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0031 801-06640 24.000 EACH | 83.00000 1992.00| 83.84000 2012.16| 83.00000 1992.00
CONSTRUCTION SIGN, A | | |
0032 801-06775 LUMP | 34300.00000 34300.00| 27000.00000 27000.00| 22000.00000 22000.00
MAINTAINING TRAFFIC | | |
0033 804-06771 4.000 EACH | 21.85000 87.40| 22.07000 88.28| 40.00000 160.00
DELINEATOR POST, FLEXIBLE GREY | | |
0034 808-06703 62855.000 LFT | 0.28000 17599.40| 0.28000 17599.40| 0.28000 17599.40
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0035 808-75240 31430.000 LFT | 0.01000 314.30| 0.01000 314.30| 0.01000 314.30
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0036 808-75245 22240.000 LFT | 0.01000 222.40| 0.01000 222.40| 0.01000 222.40
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0037 808-75996 785.000 EACH | 0.01000 7.85| 2.90000 2276.50| 0.10000 78.50
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 420 -4
TABULATION OF BIDS
CALL ORDER : 420 CONTRACT ID : RS-30031-A COUNTIES : STARKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1120685
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 808-75998 785.000 EACH | 0.01000 7.85| 0.01000 7.85| 11.00000 8635.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,330,418.55| $ 1,458,500.52| $ 1,539,303.85
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,330,418.55| $ 1,458,500.52| $ 1,539,303.85
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 430 -1
VENDOR RANKING
CALL ORDER : 430 CONTRACT ID : RS-30075-A COUNTIES : JASPER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/15/10
LOCATION : ON SR 49 FROM SR 14 TO SR 10 PROJECT(S) : 0710049
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 1,374,278.78 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,477,319.68 107.4978%
3 35-1120685 WALSH & KELLY INC $ 1,570,221.02 114.2578%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 430 -2
TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : RS-30075-A COUNTIES : JASPER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1120685
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 2000.00000 2000.00| 12250.49000 12250.49| 4000.00000 4000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 60.00000 180.00| 52.38000 157.14| 115.00000 345.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 60.00000 1080.00| 57.61000 1036.98| 100.00000 1800.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 68000.00000 68000.00| 73865.98300 73865.98| 80000.00000 80000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-01015 LUMP | 1550.00000 1550.00| 14773.19600 14773.20| 3000.00000 3000.00
CLEARING AND GRUBBING | | |
0013 202-93741 4.000 EACH | 300.00000 1200.00| 300.00000 1200.00| 250.00000 1000.00
GUARD RAIL END TREATMENT, REMOVE | | |
0014 203-08607 200.000 LFT | 20.00000 4000.00| 14.46000 2892.00| 10.00000 2000.00
LINEAR GRADING | | |
0015 303-07449 4442.000 TON | 24.00000 106608.00| 22.36000 99323.12| 15.50000 68851.00
COMPACTED AGGREGATE, NO. 73 | | |
0016 304-07490 100.000 TON | 90.00000 9000.00| 149.93000 14993.00| 190.00000 19000.00
HMA PATCHING, TYPE B | | |
0017 304-07493 206.000 TON | 190.00000 39140.00| 206.47000 42532.82| 180.00000 37080.00
WIDENING WITH HMA, TYPE B | | |
0018 306-08042 157725.000 SYS | 0.15000 23658.75| 0.43000 67821.75| 0.50000 78862.50
MILLING, SCARIFICATION/PROFILE | | |
0019 306-08043 640.000 SYS | 12.00000 7680.00| 3.35000 2144.00| 3.00000 1920.00
MILLING, TRANSITION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 430 -3
TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : RS-30075-A COUNTIES : JASPER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1120685
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 306-08432 10430.000 SYS | 0.23000 2398.90| 2.00000 20860.00| 3.00000 31290.00
MILLING, APPROACH | | |
0021 401-06264 LUMP | 4000.00000 4000.00| 11237.77000 11237.77| 100.00000 100.00
PROFILOGRAPH, HMA | | |
0022 401-07339 17350.000 TON | 53.00000 919550.00| 50.46000 875481.00| 53.00000 919550.00
QC/QA-HMA, 2, 64, SURFACE, 12.5 mm | | |
0023 406-05520 40.000 TON | 50.00000 2000.00| 377.09000 15083.60| 600.00000 24000.00
ASPHALT FOR TACK COAT | | |
0024 601-08434 1.000 EACH | 1300.00000 1300.00| 1300.00000 1300.00| 1350.00000 1350.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0025 601-94689 4.000 EACH | 3200.00000 12800.00| 3200.00000 12800.00| 2830.00000 11320.00
GUARDRAIL END TREATMENT, OS | | |
0026 610-07487 1330.000 TON | 50.00000 66500.00| 62.62000 83284.60| 95.00000 126350.00
HMA FOR APPROACHES, TYPE B | | |
0027 615-06527 14.000 EACH | 500.00000 7000.00| 500.00000 7000.00| 900.00000 12600.00
MONUMENT, SECTION CORNER | | |
0028 628-09402 6.000 MOS | 2033.33000 12199.98| 3869.57000 23217.42| 2500.00000 15000.00
FIELD OFFICE, B | | |
0030 628-09407 10.000 MOS | 320.00000 3200.00| 212.80000 2128.00| 250.00000 2500.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0031 715-02629 2.000 EACH | 800.00000 1600.00| 949.23000 1898.46| 2500.00000 5000.00
SAFETY METAL END SECTION, 6:1, 18 IN. | | |
0032 715-03321 2.000 EACH | 500.00000 1000.00| 902.10000 1804.20| 2000.00000 4000.00
SAFETY METAL END SECTION, 6:1, 12 IN. | | |
0033 725-06865 40.000 LFT | 146.00000 5840.00| 146.00000 5840.00| 146.00000 5840.00
PIPE LINER, THERMOPLASTIC, 12 IN. | | |
0034 725-06867 60.000 LFT | 152.00000 9120.00| 152.00000 9120.00| 152.00000 9120.00
PIPE LINER, THERMOPLASTIC, 18 IN. | | |
0035 801-03290 3.000 EACH | 110.00000 330.00| 98.00000 294.00| 98.00000 294.00
CONSTRUCTION SIGN, C | | |
0036 801-06203 12112.000 LFT | 0.01000 121.12| 0.20000 2422.40| 0.20000 2422.40
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0037 801-06207 12112.000 LFT | 0.20000 2422.40| 1.19000 14413.28| 1.00000 12112.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0038 801-06640 46.000 EACH | 72.00000 3312.00| 83.00000 3818.00| 83.00000 3818.00
CONSTRUCTION SIGN, A | | |
0039 801-06775 LUMP | 6800.00000 6800.00| 850.00000 850.00| 40000.00000 40000.00
MAINTAINING TRAFFIC | | |
0040 804-06771 4.000 EACH | 40.00000 160.00| 21.87000 87.48| 36.00000 144.00
DELINEATOR POST, FLEXIBLE , GRAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 430 -4
TABULATION OF BIDS
CALL ORDER : 430 CONTRACT ID : RS-30075-A COUNTIES : JASPER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-1120685
|E & B PAVING INC |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 808-06703 116928.000 LFT | 0.27000 31570.56| 0.27000 31570.56| 0.27000 31570.56
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0042 808-75240 14398.000 LFT | 0.27000 3887.46| 0.27000 3887.46| 0.27000 3887.46
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0043 808-75245 3280.000 LFT | 0.50000 1640.00| 0.50000 1640.00| 0.50000 1640.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0044 808-75996 761.000 EACH | 0.01000 7.61| 4.48000 3409.28| 0.10000 76.10
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0045 808-75998 761.000 EACH | 15.00000 11415.00| 14.29000 10874.69| 11.00000 8371.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,374,278.78| $ 1,477,319.68| $ 1,570,221.02
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,374,278.78| $ 1,477,319.68| $ 1,570,221.02
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 440 -1
VENDOR RANKING
CALL ORDER : 440 CONTRACT ID : RS-30222-A COUNTIES : FOUNTAIN MONTGOMERY
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 11/10/10
LOCATION : ON I-74 FROM 0.4 MILE EAST OF US 41 TO 0.4 MILE EAST PROJECT(S) : 0501240
OF SR 25
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS LP $ 2,783,653.62 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,804,000.00 100.7309%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 440 -2
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : RS-30222-A COUNTIES : FOUNTAIN MONTGOMERY
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 2100.00000 2100.00| 2000.00000 2000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-06899 2.000 EACH | 77.00000 154.00| 100.00000 200.00|
RADIO | | |
0003 105-08520 2.000 EACH | 77.00000 154.00| 100.00000 200.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 11.000 MOS | 110.00000 1210.00| 100.00000 1100.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 11.000 MOS | 110.00000 1210.00| 100.00000 1100.00|
RADIO ONLY SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0013 110-01001 LUMP | 138000.00000 138000.00| 69978.20000 69978.20|
MOBILIZATION AND DEMOBILIZATION | | |
0014 303-01180 55.000 TON | 80.00000 4400.00| 75.00000 4125.00|
COMPACTED AGGREGATE, NO. 53 | | |
0015 304-07783 268.000 TON | 155.00000 41540.00| 350.00000 93800.00|
HMA PATCHING, TYPE D | | |
0016 306-08034 309892.000 SYS | 0.45000 139451.40| 0.75000 232419.00|
MILLING, ASPHALT, 1 1/2 IN | | |
0017 401-06264 LUMP | 8000.00000 8000.00| 6000.00000 6000.00|
PROFILOGRAPH, HMA | | |
0018 401-07337 25566.000 TON | 77.00000 1968582.00| 75.50000 1930233.00|
QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | |
0019 406-05520 6.140 TON | 800.00000 4912.00| 500.00000 3070.00|
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 440 -3
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : RS-30222-A COUNTIES : FOUNTAIN MONTGOMERY
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 501-06266 LUMP | 500.00000 500.00| 1.00000 1.00|
PROFILOGRAPH, PCCP | | |
0021 506-06333 219.600 SYS | 155.00000 34038.00| 150.00000 32940.00|
PCCP PATCHING, FULL DEPTH | | |
0022 507-07482 3774.000 LFT | 2.50000 9435.00| 1.89000 7132.86|
CRACKS IN PCCP, ROUT AND SEAL | | |
0023 612-04315 11.280 TON | 2060.00000 23236.80| 2060.00000 23236.80|
ASPHALT MATERIAL FOR UNDERSEAL | | |
0024 612-60410 188.000 EACH | 19.00000 3572.00| 19.00000 3572.00|
DRILLED HOLE FOR UNDERSEAL | | |
0025 616-02320 146.000 SYS | 3.00000 438.00| 4.00000 584.00|
GEOTEXTILES | | |
0026 616-05689 31.000 TON | 73.00000 2263.00| 87.00000 2697.00|
RIPRAP, CLASS 2 | | |
0027 616-06405 78.000 TON | 50.00000 3900.00| 52.00000 4056.00|
RIPRAP, REVETMENT | | |
0028 628-09402 9.000 MOS | 2500.00000 22500.00| 2200.00000 19800.00|
FIELD OFFICE, B | | |
0029 628-09407 11.000 MOS | 250.00000 2750.00| 200.00000 2200.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0030 725-09251 325.000 LFT | 539.00000 175175.00| 538.16000 174902.00|
PIPE LINER, THERMOPLASTIC, 42.4 SFT | | |
0031 801-01093 12.000 EACH | 245.00000 2940.00| 395.00000 4740.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0032 801-03290 8.000 EACH | 100.00000 800.00| 145.00000 1160.00|
CONSTRUCTION SIGN, C | | |
0033 801-06203 10159.000 LFT | 0.20000 2031.80| 1.00000 10159.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0034 801-06207 10159.000 LFT | 1.25000 12698.75| 1.10000 11174.90|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0035 801-06640 28.000 EACH | 85.00000 2380.00| 120.00000 3360.00|
CONSTRUCTION SIGN, A | | |
0036 801-06710 120.000 DAY | 9.00000 1080.00| 10.00000 1200.00|
FLASHING ARROW SIGN | | |
0037 801-06775 LUMP | 67100.00000 67100.00| 40000.00000 40000.00|
MAINTAINING TRAFFIC | | |
0038 801-09133 2.000 EACH | 2100.00000 4200.00| 3500.00000 7000.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0039 808-01428 68.000 LFT | 9.00000 612.00| 3.95000 268.60|
TEMPORARY TRANSVERSE MARKINGS, WHITE, | | |
STOP LINE, 24 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 440 -4
TABULATION OF BIDS
CALL ORDER : 440 CONTRACT ID : RS-30222-A COUNTIES : FOUNTAIN MONTGOMERY
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 808-03631 1447.000 LFT | 1.00000 1447.00| 0.50000 723.50|
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0041 808-03632 1447.000 LFT | 1.00000 1447.00| 0.50000 723.50|
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0042 808-06702 24726.000 LFT | 0.30000 7417.80| 0.37000 9148.62|
LINE, THERMOPLASTIC, BROKEN, WHITE, 5 I | | |
0043 808-06703 102107.000 LFT | 0.27000 27568.89| 0.30000 30632.10|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0044 808-06705 5974.000 LFT | 1.25000 7467.50| 0.70000 4181.80|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0045 808-06716 3256.000 LFT | 0.70000 2279.20| 0.35000 1139.60|
LINE, REMOVE | | |
0046 808-74811 362.000 LFT | 1.50000 543.00| 1.26000 456.12|
LINE, EPOXY, BROKEN, WHITE, 5 IN | | |
0047 808-75245 102124.000 LFT | 0.27000 27573.48| 0.30000 30637.20|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0048 808-75272 720.000 LFT | 4.75000 3420.00| 3.95000 2844.00|
TRANSVERSE MARKING, THERMOPLASTIC, | | |
SOLID, CROSSHATCH LINE, WHITE, 24" | | |
0049 808-75297 68.000 LFT | 4.75000 323.00| 3.95000 268.60|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0050 808-75996 1390.000 EACH | 0.40000 556.00| 5.00000 6950.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0051 808-75998 1390.000 EACH | 16.00000 22240.00| 15.74000 21878.60|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 2,783,653.62| $ 2,804,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,783,653.62| $ 2,804,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 450 -1
VENDOR RANKING
CALL ORDER : 450 CONTRACT ID : RS-30338-A COUNTIES : LAKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/15/10
LOCATION : ON US 20 FROM SR 51 TO SR 249 PROJECT(S) : 0710032
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,563,443.19 100.0000%
2 35-1120685 WALSH & KELLY INC $ 2,684,126.67 104.7079%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 450 -2
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : RS-30338-A COUNTIES : LAKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 3237.54000 3237.54| 12500.00000 12500.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 94.16000 188.32| 150.00000 300.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 14.000 MOS | 62.77000 878.78| 150.00000 2100.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 150000.00000 150000.00| 134150.00000 134150.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-02772 3.000 EACH | 223.45000 670.35| 150.00000 450.00|
CASTING, REMOVE | | |
0013 202-93741 7.000 EACH | 168.00000 1176.00| 168.00000 1176.00|
GUARDRAIL END TREATMENT, REMOVE BURIED | | |
ENDS | | |
0014 202-94749 260.000 LFT | 6.37000 1656.20| 4.00000 1040.00|
CURB, ASPHALT, REMOVE | | |
0015 203-02000 330.000 CYS | 24.70000 8151.00| 20.00000 6600.00|
EXCAVATION, COMMON | | |
0016 203-08607 500.000 LFT | 7.05000 3525.00| 12.00000 6000.00|
LINEAR GRADING | | |
0017 207-08263 1185.000 SYS | 19.24000 22799.40| 18.00000 21330.00|
SUBGRADE TREATMENT, TYPE IA | | |
0018 303-07449 3860.000 TON | 10.00000 38600.00| 10.00000 38600.00|
COMPACTED AGGREGATE, NO. 73 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 450 -3
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : RS-30338-A COUNTIES : LAKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 304-07783 3500.000 TON | 60.00000 210000.00| 80.00000 280000.00|
HMA PATCHING, TYPE D | | |
0020 306-08033 105720.000 SYS | 0.98000 103605.60| 0.75000 79290.00|
MILLING, ASPHALT, 1 IN | | |
0021 306-08043 15630.000 SYS | 1.14000 17818.20| 1.50000 23445.00|
MILLING, TRANSITION | | |
0022 306-08432 9640.000 SYS | 3.88000 37403.20| 2.75000 26510.00|
MILLING, APPROACH | | |
0023 401-06264 LUMP | 7472.99000 7472.99| 7500.00000 7500.00|
PROFILOGRAPH, HMA | | |
0024 401-07399 14540.000 TON | 48.74000 708679.60| 54.00000 785160.00|
QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | |
0025 401-09530 8720.000 TON | 97.79000 852728.80| 90.00000 784800.00|
QC/QA-HMA, 4, 76, SURFACE, 9.5 mm - SMA | | |
0026 402-07786 390.000 TON | 49.43000 19277.70| 58.00000 22620.00|
HMA BASE, TYPE D | | |
0027 406-05520 54.000 TON | 378.28000 20427.12| 900.00000 48600.00|
ASPHALT FOR TACK COAT | | |
0028 601-01522 1.000 EACH | 2175.00000 2175.00| 2175.00000 2175.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0029 601-01626 1.000 EACH | 1530.00000 1530.00| 1530.00000 1530.00|
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0030 601-02103 87.500 LFT | 23.00000 2012.50| 23.00000 2012.50|
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT 3 | | |
IN SPACING | | |
0031 601-02241 1815.000 LFT | 1.20000 2178.00| 1.20000 2178.00|
GUARDRAIL, REMOVE | | |
0032 601-08434 3.000 EACH | 1145.00000 3435.00| 1145.00000 3435.00|
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0033 601-94689 10.000 EACH | 2450.00000 24500.00| 2450.00000 24500.00|
GUARDRAIL END TREATMENT, OS | | |
0034 601-99105 1781.250 LFT | 16.90000 30103.13| 16.90000 30103.13|
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0035 601-99106 50.000 LFT | 29.00000 1450.00| 29.00000 1450.00|
GUARDRAIL, W BEAM, 3 FT 1.5 IN SPACING | | |
0036 605-05523 260.000 LFT | 16.39000 4261.40| 12.00000 3120.00|
CURB, HMA | | |
0037 610-07788 1460.000 TON | 76.83000 112171.80| 85.00000 124100.00|
HMA FOR APPROACHES, TYPE D | | |
0038 612-04315 8.200 TON | 2400.00000 19680.00| 2400.00000 19680.00|
ASPHALT MATERIAL FOR UNDERSEAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 450 -4
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : RS-30338-A COUNTIES : LAKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 612-05081 1.000 EACH | 4375.00000 4375.00| 4675.00000 4675.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
UNDERSEAL | | |
0040 612-60410 144.000 EACH | 24.00000 3456.00| 24.00000 3456.00|
DRILLED HOLE FOR UNDERSEAL | | |
0041 615-06527 1.000 EACH | 585.00000 585.00| 585.00000 585.00|
MONUMENT, SECTION CORNER | | |
0042 628-09403 7.000 MOS | 3220.75000 22545.25| 2500.00000 17500.00|
FIELD OFFICE, C | | |
0043 628-09407 7.000 MOS | 276.20000 1933.40| 200.00000 1400.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0044 720-44000 2.000 EACH | 580.17000 1160.34| 250.00000 500.00|
CASTING, ADJUST TO GRADE | | |
0045 720-44045 3.000 EACH | 953.34000 2860.02| 500.00000 1500.00|
CASTING, 8, FURNISH AND ADJUST TO GRADE | | |
0046 801-01093 8.000 EACH | 430.00000 3440.00| 275.00000 2200.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0047 801-03290 2.000 EACH | 98.00000 196.00| 80.00000 160.00|
CONSTRUCTION SIGN, C | | |
0048 801-06203 9880.000 LFT | 0.28000 2766.40| 0.25000 2470.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0049 801-06207 6600.000 LFT | 1.23000 8118.00| 1.35000 8910.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0050 801-06640 27.000 EACH | 84.00000 2268.00| 55.00000 1485.00|
CONSTRUCTION SIGN, A | | |
0051 801-06710 120.000 DAY | 9.00000 1080.00| 8.00000 960.00|
FLASHING ARROW SIGN | | |
0052 801-06775 LUMP | 32095.19000 32095.19| 65000.00000 65000.00|
MAINTAINING TRAFFIC | | |
0053 805-02503 3842.000 LFT | 0.40000 1536.80| 0.40000 1536.80|
CABLE, ROADWAY LOOP, 1C 14GA. | | |
0055 805-78785 6.000 EACH | 500.00000 3000.00| 500.00000 3000.00|
SIGNAL DETECTOR HOUSING | | |
0056 805-78795 1218.000 LFT | 10.00000 12180.00| 10.00000 12180.00|
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0057 808-06701 7600.000 LFT | 0.28000 2128.00| 0.37000 2812.00|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0058 808-06703 34971.000 LFT | 0.28000 9791.88| 0.37000 12939.27|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 450 -5
TABULATION OF BIDS
CALL ORDER : 450 CONTRACT ID : RS-30338-A COUNTIES : LAKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 808-06705 170.000 LFT | 2.00000 340.00| 0.75000 127.50|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0060 808-75245 33776.000 LFT | 0.28000 9457.28| 0.37000 12497.12|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0061 808-75278 114.000 LFT | 4.50000 513.00| 1.40000 159.60|
TRANSVERSE MARKING, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12" | | |
0062 808-75297 201.000 LFT | 4.50000 904.50| 4.00000 804.00|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0063 808-75320 2.000 EACH | 75.00000 150.00| 65.00000 130.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0064 808-75325 2.000 EACH | 95.00000 190.00| 70.00000 140.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0065 808-75996 1315.000 EACH | 0.10000 131.50| 4.50000 5917.50|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0066 808-75998 1315.000 EACH | 12.00000 15780.00| 14.75000 19396.25|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0067 808-92027 1352.000 LFT | 1.00000 1352.00| 0.75000 1014.00|
LINE, THERMO, SOLID, YELLOW, 8 IN | | |
0068 801-09133 2.000 EACH | 2950.00000 5900.00| 1400.00000 2800.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0069 805-02327 6.000 EACH | 110.00000 660.00| 110.00000 660.00|
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0070 202-90277 6.000 EACH | 125.00000 750.00| 125.00000 750.00|
DETECTOR HOUSING, REMOVE | | |
SECTION TOTALS | $ 2,563,443.19| $ 2,684,126.67| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,563,443.19| $ 2,684,126.67| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 460 -1
VENDOR RANKING
CALL ORDER : 460 CONTRACT ID : RS-30594-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/30/10
LOCATION : ON SR 39 FROM SR 8 TO US 30 PROJECT(S) : 0500287
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 864,539.96 100.0000%
2 35-1139301 E & B PAVING INC $ 889,137.60 102.8452%
3 35-1120685 WALSH & KELLY INC $ 993,789.72 114.9501%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 460 -2
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : RS-30594-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1120685
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 3000.00000 3000.00| 2500.00000 2500.00| 1800.00000 1800.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 150.00000 300.00| 60.00000 120.00| 110.00000 220.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 8.000 MOS | 50.50000 404.00| 80.00000 640.00| 100.00000 800.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 20000.00000 20000.00| 44000.00000 44000.00| 85000.00000 85000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-02241 200.000 LFT | 2.02000 404.00| 3.00000 600.00| 2.00000 400.00
GUARDRAIL, REMOVE | | |
0013 202-93741 8.000 EACH | 674.38000 5395.04| 300.00000 2400.00| 165.00000 1320.00
GUARDRAIL END TREATMENT, REMOVE | | |
0014 203-08607 400.000 LFT | 4.00000 1600.00| 15.80000 6320.00| 9.25000 3700.00
LINEAR GRADING | | |
0015 303-07449 4000.000 TON | 30.00000 120000.00| 12.00000 48000.00| 18.00000 72000.00
COMPACTED AGGREGATE, NO. 73 | | |
0017 306-08033 94000.000 SYS | 0.48000 45120.00| 0.60000 56400.00| 0.50000 47000.00
MILLING, ASPHALT, 1 IN | | |
0018 306-08043 1400.000 SYS | 0.93000 1302.00| 9.00000 12600.00| 1.80000 2520.00
MILLING, TRANSITION | | |
0019 306-08432 4700.000 SYS | 0.50000 2350.00| 0.01000 47.00| 2.85000 13395.00
MILLING, APPROACH | | |
0020 401-06264 LUMP | 1750.00000 1750.00| 3600.00000 3600.00| 500.00000 500.00
PROFILOGRAPH, HMA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 460 -3
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : RS-30594-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1120685
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 401-07339 10300.000 TON | 50.82000 523446.00| 56.00000 576800.00| 53.00000 545900.00
QC/QA-HMA, 2, 64, SURFACE, 12.5 mm | | |
0022 406-05520 25.000 TON | 1.00000 25.00| 100.00000 2500.00| 550.00000 13750.00
ASPHALT FOR TACK COAT | | |
0023 601-05586 2.000 EACH | 2409.09000 4818.18| 1800.00000 3600.00| 2385.00000 4770.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 9 | | |
0024 601-08434 2.000 EACH | 1297.98000 2595.96| 1300.00000 2600.00| 1285.00000 2570.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0025 601-94689 6.000 EACH | 2787.88000 16727.28| 2800.00000 16800.00| 2760.00000 16560.00
GUARDRAIL END TREATMENT, OS | | |
0027 615-06527 7.000 EACH | 828.28000 5797.96| 575.00000 4025.00| 1000.00000 7000.00
MONUMENT, SECTION CORNER | | |
0028 628-09401 4.000 MOS | 1425.00000 5700.00| 1850.00000 7400.00| 2900.00000 11600.00
FIELD OFFICE, A | | |
0029 628-09408 4.000 MOS | 230.00000 920.00| 320.00000 1280.00| 300.00000 1200.00
MOBILE LAPTOP COMPUTER SYSTEM , ONE EAC | | |
0030 628-09409 4.000 MOS | 50.50000 202.00| 250.00000 1000.00| 106.78000 427.12
MOBILE INTERNET SERVICE , ONE EACH | | |
0031 801-03290 2.000 EACH | 92.93000 185.86| 92.00000 184.00| 92.00000 184.00
CONSTRUCTION SIGN, C | | |
0032 801-06203 3600.000 LFT | 0.42000 1512.00| 0.01000 36.00| 0.50000 1800.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0034 801-06640 16.000 EACH | 80.81000 1292.96| 80.00000 1280.00| 80.00000 1280.00
CONSTRUCTION SIGN, A | | |
0035 801-06775 LUMP | 17500.00000 17500.00| 8200.00000 8200.00| 25000.00000 25000.00
MAINTAINING TRAFFIC | | |
0036 808-75140 4.000 EACH | 252.53000 1010.12| 250.00000 1000.00| 250.00000 1000.00
PAVEMENT MESSAGE MARKING, PAINT, (R X R | | |
0037 808-75205 72000.000 LFT | 0.01000 720.00| 0.01000 720.00| 0.01000 720.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0038 808-75240 30300.000 LFT | 0.01000 303.00| 0.01000 303.00| 0.01000 303.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0039 808-75245 11500.000 LFT | 0.30000 3450.00| 0.30000 3450.00| 0.30000 3450.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0040 808-75297 200.000 LFT | 5.05000 1010.00| 5.00000 1000.00| 5.00000 1000.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0041 808-75996 520.000 EACH | 7.04000 3660.80| 7.88000 4097.60| 0.10000 52.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 460 -4
TABULATION OF BIDS
CALL ORDER : 460 CONTRACT ID : RS-30594-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1120685
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |WALSH & KELLY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 808-75998 520.000 EACH | 15.74000 8184.80| 12.00000 6240.00| 15.58000 8101.60
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0043 801-06207 3600.000 LFT | 1.61000 5796.00| 1.08000 3888.00| 1.10000 3960.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0044 304-07490 500.000 TON | 60.00000 30000.00| 80.00000 40000.00| 127.00000 63500.00
HMA PATCHING, TYPE B | | |
0045 610-07487 510.000 TON | 55.00000 28050.00| 50.00000 25500.00| 100.00000 51000.00
HMA FOR APPROACHES, TYPE B | | |
SECTION TOTALS | $ 864,539.96| $ 889,137.60| $ 993,789.72
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 864,539.96| $ 889,137.60| $ 993,789.72
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 480 -1
VENDOR RANKING
CALL ORDER : 480 CONTRACT ID : RS-30783-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/15/10
LOCATION : ON US 6 FROM SR 15 TO SR 13 EAST JUNCTION PROJECT(S) : 0800169
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0997978 PHEND & BROWN INC $ 1,326,569.50 100.0000%
2 35-1120685 WALSH & KELLY INC $ 1,339,985.57 101.0113%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,488,894.00 112.2364%
4 35-1185040 NIBLOCK EXCAVATING INC $ 1,577,244.60 118.8965%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 480 -2
TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : RS-30783-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-0997978 |( 2 ) 35-1120685 |( 3 ) 35-0918397
|PHEND & BROWN INC |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 3000.00000 3000.00| 11500.00000 11500.00| 20000.00000 20000.00
CONSTRUCTION ENGINEERING | | |
0002 105-06899 1.000 EACH | 300.00000 300.00| 50.00000 50.00| 50.00000 50.00
RADIO | | |
0003 105-08520 1.000 EACH | 300.00000 300.00| 50.00000 50.00| 100.00000 100.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 6.000 MOS | 50.00000 300.00| 50.00000 300.00| 100.00000 600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 6.000 MOS | 50.00000 300.00| 50.00000 300.00| 50.00000 300.00
RADIO ONLY SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0013 110-01001 LUMP | 65000.00000 65000.00| 64200.00000 64200.00| 200000.00000 200000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 202-02676 2000.000 TON | 6.00000 12000.00| 1.00000 2000.00| 3.00000 6000.00
TRANSPORTATION OF SALVAGEABLE MILLED | | |
MATERIAL | | |
0015 207-08267 1550.000 SYS | 3.00000 4650.00| 7.00000 10850.00| 20.00000 31000.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0016 301-07448 165.000 TON | 50.00000 8250.00| 7.50000 1237.50| 20.00000 3300.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0017 303-01180 1950.000 TON | 30.00000 58500.00| 12.00000 23400.00| 20.00000 39000.00
COMPACTED AGGREGATE, NO. 53 | | |
0018 304-07491 2625.000 TON | 90.00000 236250.00| 75.00000 196875.00| 60.00000 157500.00
HMA PATCHING, TYPE C , FULL DEPTH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 480 -3
TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : RS-30783-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-0997978 |( 2 ) 35-1120685 |( 3 ) 35-0918397
|PHEND & BROWN INC |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 304-07491 545.000 TON | 90.00000 49050.00| 75.00000 40875.00| 60.00000 32700.00
HMA PATCHING, TYPE C , PARTIAL DEPTH | | |
0020 306-08034 142000.000 SYS | 0.08000 11360.00| 0.72000 102240.00| 0.75000 106500.00
MILLING, ASPHALT, 1 1/2 IN | | |
0021 306-08432 8650.000 SYS | 0.01000 86.50| 1.90000 16435.00| 0.10000 865.00
MILLING, APPROACH | | |
0022 401-06264 LUMP | 3000.00000 3000.00| 6500.00000 6500.00| 2500.00000 2500.00
PROFILOGRAPH, HMA | | |
0023 401-07329 11500.000 TON | 58.00000 667000.00| 55.50000 638250.00| 60.00000 690000.00
QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | |
0024 402-07434 230.000 TON | 58.00000 13340.00| 55.50000 12765.00| 60.00000 13800.00
HMA SURFACE, TYPE C | | |
0025 406-05520 43.000 TON | 1.00000 43.00| 0.01000 0.43| 1.00000 43.00
ASPHALT FOR TACK COAT | | |
0026 610-07488 1200.000 TON | 50.00000 60000.00| 65.00000 78000.00| 60.00000 72000.00
HMA FOR APPROACHES, TYPE C | | |
0027 611-06497 4.000 EACH | 300.00000 1200.00| 129.00000 516.00| 129.00000 516.00
MAILBOX ASSEMBLY, SINGLE | | |
0028 615-06520 5.000 EACH | 1250.00000 6250.00| 500.00000 2500.00| 600.00000 3000.00
MONUMENT, RE-ESTABLISH | | |
0029 615-06527 9.000 EACH | 800.00000 7200.00| 500.00000 4500.00| 500.00000 4500.00
MONUMENT, SECTION CORNER | | |
0030 628-09402 6.000 MOS | 2200.00000 13200.00| 1800.00000 10800.00| 1500.00000 9000.00
FIELD OFFICE, B | | |
0031 628-09407 6.000 MOS | 231.00000 1386.00| 250.00000 1500.00| 500.00000 3000.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0032 801-01504 2.000 EACH | 85.00000 170.00| 8.50000 17.00| 85.00000 170.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
LANE INDICATION ARROW | | |
0033 801-03290 5.000 EACH | 78.00000 390.00| 83.00000 415.00| 83.00000 415.00
CONSTRUCTION SIGN, C | | |
0034 801-06203 4100.000 LFT | 0.01000 41.00| 0.20000 820.00| 0.50000 2050.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0035 801-06207 4100.000 LFT | 0.63000 2583.00| 1.51000 6191.00| 1.00000 4100.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0036 801-06640 27.000 EACH | 66.00000 1782.00| 76.00000 2052.00| 76.00000 2052.00
CONSTRUCTION SIGN, A | | |
0037 801-06775 LUMP | 53000.00000 53000.00| 54000.00000 54000.00| 40000.00000 40000.00
MAINTAINING TRAFFIC | | |
0038 801-92448 500.000 DAY | 0.01000 5.00| 2.00000 1000.00| 2.00000 1000.00
CONSTRUCTION SIGNS, MOBILE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 480 -4
TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : RS-30783-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-0997978 |( 2 ) 35-1120685 |( 3 ) 35-0918397
|PHEND & BROWN INC |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 801-97643 144.000 LFT | 10.00000 1440.00| 7.06000 1016.64| 10.00000 1440.00
TEMPORARY BUZZ STRIPS | | |
0040 808-01428 50.000 LFT | 5.00000 250.00| 7.06000 353.00| 3.00000 150.00
TEMPORARY TRANSVERSE MARKINGS, WHITE, | | |
STOP LINE, 24 IN | | |
0041 808-04723 144.000 LFT | 5.00000 720.00| 5.00000 720.00| 2.00000 288.00
LINE THERMOPLASTIC FOR BUZZ STRIPS 4 I | | |
0042 808-06703 82150.000 LFT | 0.27000 22180.50| 0.27000 22180.50| 0.27000 22180.50
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0043 808-75240 9350.000 LFT | 0.27000 2524.50| 0.27000 2524.50| 0.27000 2524.50
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0044 808-75245 22500.000 LFT | 0.27000 6075.00| 0.27000 6075.00| 0.27000 6075.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0045 808-75297 50.000 LFT | 5.00000 250.00| 5.00000 250.00| 5.00000 250.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0046 808-75320 4.000 EACH | 90.00000 360.00| 90.00000 360.00| 90.00000 360.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0047 808-75340 1.000 EACH | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00
PAVEMENT MESSAGE MARKING, | | |
THERMOPLASTIC, (RXR) | | |
0048 808-75996 760.000 EACH | 4.50000 3420.00| 4.00000 3040.00| 0.20000 152.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0049 808-75998 760.000 EACH | 11.85000 9006.00| 17.00000 12920.00| 11.85000 9006.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,326,569.50| $ 1,339,985.57| $ 1,488,894.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,326,569.50| $ 1,339,985.57| $ 1,488,894.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 480 -5
TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : RS-30783-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1185040 |( ) |( )
|NIBLOCK EXCAVATING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-06899 1.000 EACH | 1.00000 1.00| |
RADIO | | |
0003 105-08520 1.000 EACH | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 6.000 MOS | 250.00000 1500.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08523 6.000 MOS | 200.00000 1200.00| |
RADIO ONLY SERVICE | | |
0006 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0009 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0013 110-01001 LUMP | 44000.00000 44000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0014 202-02676 2000.000 TON | 5.00000 10000.00| |
TRANSPORTATION OF SALVAGEABLE MILLED | | |
MATERIAL | | |
0015 207-08267 1550.000 SYS | 9.00000 13950.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0016 301-07448 165.000 TON | 26.00000 4290.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0017 303-01180 1950.000 TON | 30.00000 58500.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0018 304-07491 2625.000 TON | 85.00000 223125.00| |
HMA PATCHING, TYPE C , FULL DEPTH | | |
0019 304-07491 545.000 TON | 142.00000 77390.00| |
HMA PATCHING, TYPE C , PARTIAL DEPTH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 480 -6
TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : RS-30783-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1185040 |( ) |( )
|NIBLOCK EXCAVATING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 306-08034 142000.000 SYS | 0.80000 113600.00| |
MILLING, ASPHALT, 1 1/2 IN | | |
0021 306-08432 8650.000 SYS | 0.80000 6920.00| |
MILLING, APPROACH | | |
0022 401-06264 LUMP | 12000.00000 12000.00| |
PROFILOGRAPH, HMA | | |
0023 401-07329 11500.000 TON | 64.00000 736000.00| |
QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | |
0024 402-07434 230.000 TON | 120.00000 27600.00| |
HMA SURFACE, TYPE C | | |
0025 406-05520 43.000 TON | 500.00000 21500.00| |
ASPHALT FOR TACK COAT | | |
0026 610-07488 1200.000 TON | 92.00000 110400.00| |
HMA FOR APPROACHES, TYPE C | | |
0027 611-06497 4.000 EACH | 140.00000 560.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0028 615-06520 5.000 EACH | 950.00000 4750.00| |
MONUMENT, RE-ESTABLISH | | |
0029 615-06527 9.000 EACH | 830.00000 7470.00| |
MONUMENT, SECTION CORNER | | |
0030 628-09402 6.000 MOS | 1600.00000 9600.00| |
FIELD OFFICE, B | | |
0031 628-09407 6.000 MOS | 240.00000 1440.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0032 801-01504 2.000 EACH | 85.00000 170.00| |
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
LANE INDICATION ARROW | | |
0033 801-03290 5.000 EACH | 83.00000 415.00| |
CONSTRUCTION SIGN, C | | |
0034 801-06203 4100.000 LFT | 0.50000 2050.00| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0035 801-06207 4100.000 LFT | 1.70000 6970.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0036 801-06640 27.000 EACH | 76.00000 2052.00| |
CONSTRUCTION SIGN, A | | |
0037 801-06775 LUMP | 24000.00000 24000.00| |
MAINTAINING TRAFFIC | | |
0038 801-92448 500.000 DAY | 2.00000 1000.00| |
CONSTRUCTION SIGNS, MOBILE | | |
0039 801-97643 144.000 LFT | 19.90000 2865.60| |
TEMPORARY BUZZ STRIPS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 480 -7
TABULATION OF BIDS
CALL ORDER : 480 CONTRACT ID : RS-30783-A COUNTIES : ELKHART
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 4 ) 35-1185040 |( ) |( )
|NIBLOCK EXCAVATING INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 808-01428 50.000 LFT | 5.00000 250.00| |
TEMPORARY TRANSVERSE MARKINGS, WHITE, | | |
STOP LINE, 24 IN | | |
0041 808-04723 144.000 LFT | 5.00000 720.00| |
LINE THERMOPLASTIC FOR BUZZ STRIPS 4 I | | |
0042 808-06703 82150.000 LFT | 0.27000 22180.50| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0043 808-75240 9350.000 LFT | 0.27000 2524.50| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0044 808-75245 22500.000 LFT | 0.27000 6075.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0045 808-75297 50.000 LFT | 5.00000 250.00| |
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0046 808-75320 4.000 EACH | 90.00000 360.00| |
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0047 808-75340 1.000 EACH | 400.00000 400.00| |
PAVEMENT MESSAGE MARKING, | | |
THERMOPLASTIC, (RXR) | | |
0048 808-75996 760.000 EACH | 0.20000 152.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0049 808-75998 760.000 EACH | 11.85000 9006.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,577,244.60| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,577,244.60| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 490 -1
VENDOR RANKING
CALL ORDER : 490 CONTRACT ID : RS-30798-A COUNTIES : JENNINGS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/29/10
LOCATION : ON US 50 FROM DEER CREEK ROAD TO JENNINGS/RIPLEY PROJECT(S) : 0800178
COUNTY LINE
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE OMARA CONTRACTOR INC $ 1,348,143.01 100.0000%
2 35-1917625 MILESTONE CONTRACTORS LP $ 1,405,081.84 104.2235%
3 35-0844079 PAUL H ROHE COMPANY $ 1,880,838.40 139.5133%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 490 -2
TABULATION OF BIDS
CALL ORDER : 490 CONTRACT ID : RS-30798-A COUNTIES : JENNINGS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-0844079
|DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |PAUL H ROHE COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 2200.00000 2200.00| 2200.00000 2200.00| 2200.00000 2200.00
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 | 10000.00000 10000.00| 20000.00000 20000.00| 34000.00000 34000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 303-01180 150.000 TON | 10.00000 1500.00| 30.00000 4500.00| 50.00000 7500.00
COMPACTED AGGREGATE, NO. 53 | | |
0010 303-07449 2435.000 TON | 18.00000 43830.00| 18.00000 43830.00| 21.55000 52474.25
COMPACTED AGGREGATE, NO. 73 | | |
0011 304-07491 3928.000 TON | 48.00000 188544.00| 54.00000 212112.00| 75.00000 294600.00
HMA PATCHING, TYPE C | | |
0012 306-08034 164543.000 SYS | 0.25000 41135.75| 0.60000 98725.80| 0.30000 49362.90
MILLING, ASPHALT, 1 1/2 IN | | |
0013 306-08043 500.000 SYS | 1.00000 500.00| 0.60000 300.00| 2.50000 1250.00
MILLING, TRANSITION | | |
0014 306-08432 11488.000 SYS | 2.00000 22976.00| 0.60000 6892.80| 0.50000 5744.00
MILLING, APPROACH | | |
0015 401-06264 LUMP | 2500.00000 2500.00| 1400.00000 1400.00| 2000.00000 2000.00
PROFILOGRAPH, HMA | | |
0016 401-07347 18155.000 TON | 44.50000 807897.50| 44.00000 798820.00| 62.25000 1130148.75
QC/QA-HMA, 3, 70, SURFACE, 12.5 mm | | |
0017 406-05520 49.000 TON | 440.00000 21560.00| 300.00000 14700.00| 400.00000 19600.00
ASPHALT FOR TACK COAT | | |
0018 612-04315 7.200 TON | 2600.00000 18720.00| 2515.00000 18108.00| 2515.00000 18108.00
ASPHALT MATERIAL FOR UNDERSEAL | | |
0019 612-60410 61.000 EACH | 60.00000 3660.00| 60.00000 3660.00| 60.00000 3660.00
DRILLED HOLE FOR UNDERSEAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 490 -3
TABULATION OF BIDS
CALL ORDER : 490 CONTRACT ID : RS-30798-A COUNTIES : JENNINGS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-0844079
|DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |PAUL H ROHE COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 615-06525 1.000 EACH | 250.00000 250.00| 3000.00000 3000.00| 650.00000 650.00
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0021 628-09402 8.000 MOS | 1200.00000 9600.00| 1500.00000 12000.00| 1500.00000 12000.00
FIELD OFFICE, B | | |
0022 628-09407 8.000 MOS | 200.00000 1600.00| 275.00000 2200.00| 175.00000 1400.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0023 801-03290 2.000 EACH | 250.00000 500.00| 155.00000 310.00| 260.00000 520.00
CONSTRUCTION SIGN, C | | |
0024 801-06203 4937.000 LFT | 0.25000 1234.25| 0.50000 2468.50| 0.25000 1234.25
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0025 801-06207 4937.000 LFT | 0.60000 2962.20| 1.50000 7405.50| 1.25000 6171.25
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0026 801-06640 42.000 EACH | 100.00000 4200.00| 105.00000 4410.00| 160.00000 6720.00
CONSTRUCTION SIGN, A | | |
0027 801-06645 2.000 EACH | 50.00000 100.00| 85.00000 170.00| 80.00000 160.00
CONSTRUCTION SIGN, B | | |
0028 801-06775 LUMP | 40000.00000 40000.00| 20000.00000 20000.00| 58750.00000 58750.00
MAINTAINING TRAFFIC | | |
0029 808-06712 10615.000 LFT | 0.20000 2123.00| 0.11000 1167.65| 0.11000 1167.65
LINE, PAINT, BROKEN, YELLOW, 4 IN | | |
0030 808-06713 98947.000 LFT | 0.12000 11873.64| 0.11000 10884.17| 0.11000 10884.17
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0031 808-06714 25597.000 LFT | 0.11000 2815.67| 0.11000 2815.67| 0.11000 2815.67
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0032 808-75996 863.000 EACH | 5.00000 4315.00| 4.75000 4099.25| 4.73000 4081.99
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0033 808-75998 863.000 EACH | 15.00000 12945.00| 14.00000 12082.00| 16.72000 14429.36
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0034 808-75998 3.000 EACH | 15.00000 45.00| 14.00000 42.00| 16.72000 50.16
SNOWPLOWABLE RAISED PAVEMENT MARKER , | | |
BLUE | | |
0035 610-07488 1265.000 TON | 70.00000 88550.00| 76.50000 96772.50| 110.00000 139150.00
HMA FOR APPROACHES, TYPE C | | |
SECTION TOTALS | $ 1,348,143.01| $ 1,405,081.84| $ 1,880,838.40
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,348,143.01| $ 1,405,081.84| $ 1,880,838.40
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 510 -1
VENDOR RANKING
CALL ORDER : 510 CONTRACT ID : RS-31928-A COUNTIES : MONTGOMERY TIPPECANOE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/10/10
LOCATION : ON US 231 FROM 0.54 MILE NORTH OF I-74 TO SR 28 PROJECT(S) : 0900098
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,281,450.00 100.0000%
2 35-1917625 MILESTONE CONTRACTORS LP $ 2,578,228.87 113.0083%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 510 -2
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : RS-31928-A COUNTIES : MONTGOMERY TIPPECANOE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( )
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 7300.00000 7300.00| 2600.00000 2600.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| 80.00000 160.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 16.000 MOS | 100.00000 1600.00| 100.00000 1600.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 32060.35000 32060.35| 123900.00000 123900.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-02278 54.000 LFT | 18.00000 972.00| 16.00000 864.00|
CURB, CONCRETE, REMOVE | | |
0013 202-52710 43.900 SYS | 22.00000 965.80| 50.00000 2195.00|
SIDEWALK, CONCRETE, REMOVE | | |
0014 303-01180 3000.000 TON | 22.50000 67500.00| 16.00000 48000.00|
COMPACTED AGGREGATE, NO. 53 | | |
0015 304-07491 1198.000 TON | 125.00000 149750.00| 145.00000 173710.00|
HMA PATCHING, TYPE C | | |
0016 305-60400 778.000 TON | 44.00000 34232.00| 60.00000 46680.00|
COMPACTED AGGREGATE FOR PATCHING | | |
0017 306-08033 225772.000 SYS | 0.65000 146751.80| 0.60000 135463.20|
MILLING, ASPHALT, 1 IN | | |
0018 306-08034 33384.000 SYS | 0.95000 31714.80| 0.75000 25038.00|
MILLING, ASPHALT, 1 1/2 IN | | |
0019 306-08043 1180.000 SYS | 1.15000 1357.00| 0.75000 885.00|
MILLING, TRANSITION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 510 -3
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : RS-31928-A COUNTIES : MONTGOMERY TIPPECANOE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( )
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 306-08432 8538.000 SYS | 1.30000 11099.40| 1.50000 12807.00|
MILLING, APPROACH | | |
0021 401-06264 LUMP | 4500.00000 4500.00| 7500.00000 7500.00|
PROFILOGRAPH, HMA | | |
0022 401-07320 3185.000 TON | 62.50000 199062.50| 66.00000 210210.00|
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0023 401-07328 17855.000 TON | 61.75000 1102546.25| 68.00000 1214140.00|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0024 404-05511 31905.000 SYS | 1.50000 47857.50| 1.00000 31905.00|
SEAL COAT, 2 | | |
0025 406-05520 65.000 TON | 500.00000 32500.00| 600.00000 39000.00|
ASPHALT FOR TACK COAT | | |
0026 604-07896 4.900 SYS | 145.00000 710.50| 275.00000 1347.50|
CURB RAMP, CONCRETE, B , MODIFIED | | |
0027 604-07901 2.000 SYS | 145.00000 290.00| 575.00000 1150.00|
CURB RAMP, CONCRETE, G , MODIFIED | | |
0028 604-07902 37.000 SYS | 145.00000 5365.00| 350.00000 12950.00|
CURB RAMP, CONCRETE, H , MODIFIED | | |
0029 604-91531 10.000 SYS | 110.00000 1100.00| 175.00000 1750.00|
SIDEWALK, CONCRETE, 4 IN | | |
0030 608-04395 100.000 TON | 50.00000 5000.00| 50.00000 5000.00|
AGGREGATE FOR SHOULDER DRAINS | | |
0031 610-07488 470.000 TON | 115.00000 54050.00| 180.00000 84600.00|
HMA FOR APPROACHES, TYPE C | | |
0032 612-04315 98.000 TON | 1579.00000 154742.00| 1580.00000 154840.00|
ASPHALT MATERIAL FOR UNDERSEAL | | |
0033 612-05081 1.000 EACH | 12510.00000 12510.00| 12510.00000 12510.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
UNDERSEAL | | |
0034 612-60410 1626.000 EACH | 9.50000 15447.00| 9.50000 15447.00|
DRILLED HOLE FOR UNDERSEAL | | |
0035 615-06505 18.000 EACH | 550.00000 9900.00| 875.00000 15750.00|
MONUMENT, B | | |
0036 621-06575 44.500 SYS | 5.00000 222.50| 55.00000 2447.50|
SODDING, NURSERY | | |
0037 628-09401 8.000 MOS | 1650.00000 13200.00| 2300.00000 18400.00|
FIELD OFFICE, A | | |
0038 720-44000 1.000 EACH | 500.00000 500.00| 600.00000 600.00|
CASTING, ADJUST TO GRADE | | |
0039 801-03290 5.000 EACH | 137.00000 685.00| 100.00000 500.00|
CONSTRUCTION SIGN, C | | |
0040 801-06203 6370.000 LFT | 1.00000 6370.00| 0.25000 1592.50|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 510 -4
TABULATION OF BIDS
CALL ORDER : 510 CONTRACT ID : RS-31928-A COUNTIES : MONTGOMERY TIPPECANOE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( )
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 801-06207 6370.000 LFT | 1.00000 6370.00| 1.30000 8281.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0042 801-06640 59.000 EACH | 77.00000 4543.00| 70.00000 4130.00|
CONSTRUCTION SIGN, A | | |
0043 801-06775 LUMP | 40000.00000 40000.00| 80000.00000 80000.00|
MAINTAINING TRAFFIC | | |
0044 808-03631 1228.000 LFT | 1.35000 1657.80| 2.00000 2456.00|
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0045 808-03632 610.000 LFT | 1.35000 823.50| 2.00000 1220.00|
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0046 808-04896 78.000 LFT | 1.35000 105.30| 2.00000 156.00|
LINE, EPOXY, BROKEN, YELLOW, 4 IN | | |
0047 808-06701 90.000 LFT | 1.00000 90.00| 0.27000 24.30|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0048 808-06703 128381.000 LFT | 0.27000 34662.87| 0.27000 34662.87|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0049 808-06716 1916.000 LFT | 1.05000 2011.80| 1.00000 1916.00|
LINE, REMOVE | | |
0050 808-75240 12500.000 LFT | 0.27000 3375.00| 0.27000 3375.00|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0051 808-75245 44500.000 LFT | 0.27000 12015.00| 0.27000 12015.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0052 808-75297 540.000 LFT | 4.00000 2160.00| 5.00000 2700.00|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0053 808-75996 1359.000 EACH | 3.98000 5408.82| 4.00000 5436.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0054 808-75998 1359.000 EACH | 11.89000 16158.51| 12.00000 16308.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 2,281,450.00| $ 2,578,228.87| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,281,450.00| $ 2,578,228.87| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 520 -1
VENDOR RANKING
CALL ORDER : 520 CONTRACT ID : RS-32864-A COUNTIES : POSEY
LETTING DATE : 07/07/10 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : SURFACE TREATMENT COMPLETION DATE : 11/01/10
LOCATION : ON SR 66 FROM ILLINOIS/INDIANA STATE LINE TO 0.15 MILE WEST PROJECT(S) : 0901626
OF SR 69
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 338,498.00 100.0000%
2 23-0430672 E J BRENEMAN LP $ 385,336.15 113.8371%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 520 -2
TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : RS-32864-A COUNTIES : POSEY
LETTING DATE : 07/07/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 23-0430672 |( )
|E & B PAVING INC |E J BRENEMAN LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SURFACE TREATMENT
| | |
0001 105-06845 LUMP | 4500.00000 4500.00| 1100.00000 1100.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 75.00000 150.00| 105.00000 210.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 10.000 MOS | 75.00000 750.00| 99.50000 995.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 16900.00000 16900.00| 27750.00000 27750.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-02278 600.600 LFT | 11.00000 6606.60| 11.50000 6906.90|
CURB, CONCRETE, REMOVE | | |
0012 202-52710 345.000 SYS | 15.00000 5175.00| 15.65000 5399.25|
SIDEWALK, CONCRETE, REMOVE | | |
0013 303-07449 50.000 TON | 93.03000 4651.50| 31.35000 1567.50|
COMPACTED AGGREGATE, NO. 73 | | |
0014 304-07490 100.000 TON | 170.00000 17000.00| 188.00000 18800.00|
HMA PATCHING, TYPE B | | |
0015 306-08043 313.000 SYS | 6.00000 1878.00| 13.60000 4256.80|
MILLING, TRANSITION | | |
0016 306-08432 200.000 SYS | 6.00000 1200.00| 23.00000 4600.00|
MILLING, APPROACH | | |
0017 402-09325 21600.000 SYS | 8.50000 183600.00| 9.30000 200880.00|
ULTRATHIN BONDED WEARING COURSE , 9.5 m | | |
0018 406-05520 1.000 TON | 617.28000 617.28| 627.00000 627.00|
ASPHALT FOR TACK COAT | | |
0019 604-06070 15.200 SYS | 55.00000 836.00| 57.50000 874.00|
SIDEWALK, CONCRETE | | |
0020 604-07894 47.200 SYS | 85.00000 4012.00| 88.85000 4193.72|
CURB RAMP, CONCRETE, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 520 -3
TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : RS-32864-A COUNTIES : POSEY
LETTING DATE : 07/07/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 23-0430672 |( )
|E & B PAVING INC |E J BRENEMAN LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0021 604-07894 30.500 SYS | 85.00000 2592.50| 88.85000 2709.93|
CURB RAMP, CONCRETE, A , MODIFIED | | |
0022 604-07896 124.700 SYS | 55.00000 6858.50| 57.45000 7164.02|
CURB RAMP, CONCRETE, B | | |
0023 604-07897 8.100 SYS | 100.00000 810.00| 104.55000 846.86|
CURB RAMP, CONCRETE, C | | |
0024 604-07897 59.300 SYS | 110.00000 6523.00| 115.00000 6819.50|
CURB RAMP, CONCRETE, C , MODIFIED | | |
0025 604-07901 79.000 SYS | 75.00000 5925.00| 78.35000 6189.65|
CURB RAMP, CONCRETE, G | | |
0026 604-07901 35.500 SYS | 95.00000 3372.50| 99.25000 3523.38|
CURB RAMP, CONCRETE, G , MODIFIED | | |
0027 605-01870 363.600 LFT | 9.00000 3272.40| 9.40000 3417.84|
CURB, CONCRETE, A | | |
0028 615-06525 4.000 EACH | 1500.00000 6000.00| 261.00000 1044.00|
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0029 621-06575 75.000 SYS | 40.90000 3067.50| 47.25000 3543.75|
SODDING, NURSERY | | |
0030 628-09402 5.000 MOS | 1974.83000 9874.15| 4070.00000 20350.00|
FIELD OFFICE, B | | |
0031 628-09407 5.000 MOS | 212.00000 1060.00| 240.00000 1200.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0032 801-03290 2.000 EACH | 135.00000 270.00| 310.00000 620.00|
CONSTRUCTION SIGN, C | | |
0033 801-06207 600.000 LFT | 3.40000 2040.00| 1.75000 1050.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0034 801-06640 29.000 EACH | 120.00000 3480.00| 125.00000 3625.00|
CONSTRUCTION SIGN, A | | |
0035 801-06775 LUMP | 24016.17000 24016.17| 28750.00000 28750.00|
MAINTAINING TRAFFIC | | |
0036 802-91122 3.000 EACH | 245.00000 735.00| 355.00000 1065.00|
SIGN, GROUND MOUNTED, RESET | | |
0037 808-06368 526.000 LFT | 1.95000 1025.70| 2.05000 1078.30|
TRANSVERSE MARKING, REMOVE | | |
0038 808-06712 1000.000 LFT | 0.12000 120.00| 0.13000 130.00|
LINE, PAINT, BROKEN, YELLOW, 4 IN | | |
0039 808-06713 360.000 LFT | 0.12000 43.20| 0.13000 46.80|
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0040 808-06714 4300.000 LFT | 0.12000 516.00| 0.13000 559.00|
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 520 -4
TABULATION OF BIDS
CALL ORDER : 520 CONTRACT ID : RS-32864-A COUNTIES : POSEY
LETTING DATE : 07/07/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 23-0430672 |( )
|E & B PAVING INC |E J BRENEMAN LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 808-06716 8900.000 LFT | 0.45000 4005.00| 0.47000 4183.00|
LINE, REMOVE | | |
0042 808-75260 117.000 LFT | 1.75000 204.75| 1.85000 216.45|
TRANSVERSE MARKING THERMOPLASTIC, SOLID | | |
CROSSHATCH LINE, WHITE, 12" | | |
0043 808-75297 40.000 LFT | 3.50000 140.00| 3.65000 146.00|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0044 808-75300 450.000 LFT | 0.88000 396.00| 0.92000 414.00|
TRANSVERSE MARKING, THERMOPLASTIC, | | |
CROSSWALK LINE, 6" | | |
0045 808-75996 115.000 EACH | 9.95000 1144.25| 27.15000 3122.25|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0046 808-75998 125.000 EACH | 25.00000 3125.00| 42.85000 5356.25|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 338,498.00| $ 385,336.15| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 338,498.00| $ 385,336.15| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 530 -1
VENDOR RANKING
CALL ORDER : 530 CONTRACT ID : RS-32953-A COUNTIES : JEFFERSON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : SURFACE TREATMENT, MICROSURFACE COMPLETION DATE : 11/19/10
LOCATION : ON SR 62 FROM SR 362 TO SR 56 PROJECT(S) : 0901606
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING INC $ 561,230.30 100.0000%
2 26-2688853 STRAWSER CONSTRUCTION INC $ 577,783.88 102.9495%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 530 -2
TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : RS-32953-A COUNTIES : JEFFERSON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1004746 |( 2 ) 26-2688853 |( )
|TEMPLE & TEMPLE EXCAVATING & |STRAWSER CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SURFACE TREATMENT, MICROSURFACE
| | |
0001 105-06845 LUMP | 4160.00000 4160.00| 2000.00000 2000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 120.00000 120.00| 100.00000 100.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 4.000 MOS | 90.00000 360.00| 50.00000 200.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 14400.00000 14400.00| 39881.00000 39881.00|
MOBILIZATION AND DEMOBILIZATION | | |
0010 303-07449 50.000 TON | 61.00000 3050.00| 85.00000 4250.00|
COMPACTED AGGREGATE, NO. 73 | | |
0011 304-07490 50.000 TON | 180.00000 9000.00| 301.00000 15050.00|
HMA PATCHING, TYPE B | | |
0012 406-05520 0.100 TON | 3800.00000 380.00| 1000.00000 100.00|
ASPHALT FOR TACK COAT | | |
0013 411-09521 115456.000 SYS | 3.65000 421414.40| 3.68000 424878.08|
MICRO-SURFACING, WARRANTED, MULTIPLE | | |
COURSE | | |
0014 628-09402 4.000 MOS | 1950.00000 7800.00| 1250.00000 5000.00|
FIELD OFFICE, B | | |
0015 801-03290 2.000 EACH | 265.00000 530.00| 200.00000 400.00|
CONSTRUCTION SIGN, C | | |
0016 801-06207 3700.000 LFT | 2.00000 7400.00| 1.35000 4995.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0017 801-06640 25.000 EACH | 110.00000 2750.00| 110.00000 2750.00|
CONSTRUCTION SIGN, A | | |
0018 801-06775 LUMP | 27400.00000 27400.00| 46271.00000 46271.00|
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 530 -3
TABULATION OF BIDS
CALL ORDER : 530 CONTRACT ID : RS-32953-A COUNTIES : JEFFERSON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1004746 |( 2 ) 26-2688853 |( )
|TEMPLE & TEMPLE EXCAVATING & |STRAWSER CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 808-06712 8846.000 LFT | 0.30000 2653.80| 0.17000 1503.82|
LINE, PAINT, BROKEN, YELLOW, 4 IN | | |
0020 808-06713 74020.000 LFT | 0.15000 11103.00| 0.17000 12583.40|
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0021 808-06714 8908.000 LFT | 0.15000 1336.20| 0.17000 1514.36|
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0022 808-06716 91774.000 LFT | 0.35000 32120.90| 0.03000 2753.22|
LINE, REMOVE | | |
0023 808-75996 561.000 EACH | 7.00000 3927.00| 7.00000 3927.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0024 808-75998 566.000 EACH | 20.00000 11320.00| 17.00000 9622.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 561,230.30| $ 577,783.88| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 561,230.30| $ 577,783.88| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 540 -1
VENDOR RANKING
CALL ORDER : 540 CONTRACT ID : RS-32956-A COUNTIES : BROWN MORGAN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 11/06/10
LOCATION : ON SR 135 FROM RIDGEWAY DRIVE TO INDIAN CREEK BRIDGE PROJECT(S) : 0901938
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE OMARA CONTRACTOR INC $ 1,838,454.49 100.0000%
2 35-1917625 MILESTONE CONTRACTORS LP $ 2,135,916.49 116.1800%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,599,350.00 141.3878%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 540 -2
TABULATION OF BIDS
CALL ORDER : 540 CONTRACT ID : RS-32956-A COUNTIES : BROWN MORGAN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-0918397
|DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 3400.00000 3400.00| 3000.00000 3000.00| 2300.00000 2300.00
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 | 78000.00000 78000.00| 25000.00000 25000.00| 64436.42000 64436.42
MOBILIZATION AND DEMOBILIZATION | | |
0009 303-01180 2000.000 TON | 15.00000 30000.00| 20.00000 40000.00| 33.00000 66000.00
COMPACTED AGGREGATE, NO. 53 | | |
0010 303-07449 3500.000 TON | 15.00000 52500.00| 19.00000 66500.00| 24.00000 84000.00
COMPACTED AGGREGATE, NO. 73 | | |
0011 304-07491 4000.000 TON | 56.00000 224000.00| 75.00000 300000.00| 115.00000 460000.00
HMA PATCHING, TYPE C | | |
0012 306-08034 191838.000 SYS | 0.70000 134286.60| 0.75000 143878.50| 0.75000 143878.50
MILLING, ASPHALT, 1 1/2 IN | | |
0013 306-08043 200.000 SYS | 0.60000 120.00| 0.75000 150.00| 25.00000 5000.00
MILLING, TRANSITION | | |
0014 306-08432 18256.000 SYS | 1.70000 31035.20| 0.75000 13692.00| 1.75000 31948.00
MILLING, APPROACH | | |
0015 401-06264 LUMP | 1500.00000 1500.00| 2000.00000 2000.00| 5000.00000 5000.00
PROFILOGRAPH, HMA | | |
0016 401-07347 21102.000 TON | 47.30000 998124.60| 56.00000 1181712.00| 62.00000 1308324.00
QC/QA-HMA, 3, 70, SURFACE, 12.5 mm | | |
0017 402-07452 500.000 TON | 55.00000 27500.00| 60.00000 30000.00| 58.00000 29000.00
HMA WEDGE AND LEVEL, TYPE C | | |
0018 406-05520 58.000 TON | 475.00000 27550.00| 350.00000 20300.00| 500.00000 29000.00
ASPHALT FOR TACK COAT | | |
0019 610-07488 2008.000 TON | 60.00000 120480.00| 90.00000 180720.00| 110.00000 220880.00
HMA FOR APPROACHES, TYPE C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 540 -3
TABULATION OF BIDS
CALL ORDER : 540 CONTRACT ID : RS-32956-A COUNTIES : BROWN MORGAN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-0918397
|DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 628-09402 8.000 MOS | 1800.00000 14400.00| 1600.00000 12800.00| 2200.00000 17600.00
FIELD OFFICE, B | | |
0021 628-09407 16.000 MOS | 200.00000 3200.00| 400.00000 6400.00| 200.00000 3200.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 2 EACH | | |
0022 720-44000 1.000 EACH | 750.00000 750.00| 350.00000 350.00| 500.00000 500.00
CASTING, ADJUST TO GRADE | | |
0023 801-03290 2.000 EACH | 151.00000 302.00| 240.00000 480.00| 100.00000 200.00
CONSTRUCTION SIGN, C | | |
0024 801-06203 5150.000 LFT | 0.60000 3090.00| 0.75000 3862.50| 1.00000 5150.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0025 801-06207 5150.000 LFT | 1.10000 5665.00| 1.70000 8755.00| 1.00000 5150.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0026 801-06577 80.000 LFT | 6.60000 528.00| 5.00000 400.00| 5.00000 400.00
TEMPORARY PAVEMENT MARKING , REMOVABLE, | | |
24" | | |
0027 801-06640 57.000 EACH | 100.00000 5700.00| 90.00000 5130.00| 50.00000 2850.00
CONSTRUCTION SIGN, A | | |
0028 801-06775 LUMP | 25000.00000 25000.00| 39750.00000 39750.00| 69000.00000 69000.00
MAINTAINING TRAFFIC | | |
0029 801-07612 80.000 LFT | 3.60000 288.00| 5.00000 400.00| 3.00000 240.00
TEMPORARY PAVEMENT MARKING, 24 IN | | |
0030 808-06712 3928.000 LFT | 0.11000 432.08| 0.16000 628.48| 0.10000 392.80
LINE, PAINT, BROKEN, YELLOW, 4 IN | | |
0031 808-06713 122180.000 LFT | 0.11000 13439.80| 0.12000 14661.60| 0.10000 12218.00
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0032 808-06714 104011.000 LFT | 0.11000 11441.21| 0.11000 11441.21| 0.10000 10401.10
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0033 808-75297 50.000 LFT | 6.00000 300.00| 5.00000 250.00| 5.00000 250.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0034 808-75340 2.000 EACH | 600.00000 1200.00| 1000.00000 2000.00| 400.00000 800.00
PAVEMENT MESSAGE MARKING, | | |
THERMOPLASTIC, (RXR) | | |
0035 808-75996 1509.000 EACH | 4.00000 6036.00| 2.55000 3847.95| 2.52000 3802.68
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0036 808-75998 1509.000 EACH | 12.00000 18108.00| 11.75000 17730.75| 11.50000 17353.50
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0037 808-75998 6.000 EACH | 12.00000 72.00| 11.75000 70.50| 11.50000 69.00
SNOWPLOWABLE RAISED PAVEMENT MARKER , | | |
BLUE FOR FIRE HYDRANTS | | |
SECTION TOTALS | $ 1,838,454.49| $ 2,135,916.49| $ 2,599,350.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,838,454.49| $ 2,135,916.49| $ 2,599,350.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 620 -1
VENDOR RANKING
CALL ORDER : 620 CONTRACT ID : B -29001-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : BRIDGE REHABILITATION COMPLETION DATE : 04/15/11
LOCATION : ON SR 8 OVER KANKAKEE RIVER, 0.45 MILE WEST OF SR 39 PROJECT(S) : 0201040
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1690004 NORTHERN INDIANA CONSTRUCTION CO INC $ 704,389.95 100.0000%
2 32-0154474 JCI BRIDGE GROUP INC $ 771,382.42 109.5107%
3 35-1339168 LAPORTE CONSTRUCTION CO $ 864,360.39 122.7105%
4 35-1386990 JACK ISOM CONSTRUCTION CO $ 881,536.80 125.1490%
5 35-1523985 WIRTZ & YATES INC $ 904,847.20 128.4583%
6 38-2675420 ANLAAN CORPORATION $ 933,729.25 132.5586%
7 35-1817530 PIONEER ASSOCIATES INC $ 984,424.86 139.7557%
8 38-1456833 C A HULL COMPANY INC $ 1,193,385.60 169.4212%
9 26-3919039 TONN AND BLANK CONSTRUCTION LLC $ 1,282,195.53 182.0292%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 620 -2
TABULATION OF BIDS
CALL ORDER : 620 CONTRACT ID : B -29001-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1690004 |( 2 ) 32-0154474 |( 3 ) 35-1339168
|NORTHERN INDIANA CONSTRUCTIO |JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 10720.00000 10720.00| 4000.00000 4000.00| 4100.00000 4100.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 110.00000 330.00| 125.00000 375.00| 200.00000 600.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 30.000 MOS | 65.00000 1950.00| 75.00000 2250.00| 150.00000 4500.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 30575.00000 30575.00| 39500.00000 39500.00| 43000.00000 43000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-02240 224.000 SYS | 14.00000 3136.00| 20.00000 4480.00| 13.16000 2947.84
PAVEMENT REMOVAL | | |
0012 202-02241 500.000 LFT | 6.00000 3000.00| 6.00000 3000.00| 6.00000 3000.00
GUARDRAIL, REMOVE | | |
0013 202-51328 LUMP | 93172.79000 93172.79| 82000.00000 82000.00| 148327.25000 148327.25
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0014 205-06937 1187.000 LFT | 2.04000 2421.48| 2.04000 2421.48| 3.35000 3976.45
TEMPORARY SILT FENCE | | |
0015 211-06467 28.000 CYS | 128.50000 3598.00| 50.00000 1400.00| 43.02000 1204.56
AGGREGATE FOR END BENT BACKFILL | | |
0016 302-07455 50.000 CYS | 55.60000 2780.00| 45.00000 2250.00| 50.93000 2546.50
DENSE GRADED SUBBASE | | |
0017 402-07451 57.000 TON | 165.00000 9405.00| 165.00000 9405.00| 175.00000 9975.00
HMA WEDGE AND LEVEL, TYPE B | | |
0018 406-05521 960.000 SYS | 0.50000 480.00| 0.50000 480.00| 2.00000 1920.00
ASPHALT FOR TACK COAT | | |
0019 601-01522 4.000 EACH | 2175.00000 8700.00| 2175.00000 8700.00| 2175.00000 8700.00
GUARDRAIL TRANSITION TYPE TGB | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 620 -3
TABULATION OF BIDS
CALL ORDER : 620 CONTRACT ID : B -29001-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1690004 |( 2 ) 32-0154474 |( 3 ) 35-1339168
|NORTHERN INDIANA CONSTRUCTIO |JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 601-05999 1.000 EACH | 50.00000 50.00| 50.00000 50.00| 50.00000 50.00
CURVED TERMINAL END | | |
0021 601-94689 3.000 EACH | 2460.00000 7380.00| 2460.00000 7380.00| 2460.00000 7380.00
GUARDRAIL END TREATMENT, OS | | |
0022 601-99105 432.000 LFT | 17.00000 7344.00| 17.00000 7344.00| 17.00000 7344.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0023 602-06729 14.000 EACH | 11.00000 154.00| 3.30000 46.20| 15.00000 210.00
BARRIER DELINEATOR | | |
0024 609-06259 311.000 SYS | 51.40000 15985.40| 92.00000 28612.00| 85.48000 26584.28
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0025 616-02320 1710.000 SYS | 3.00000 5130.00| 2.50000 4275.00| 2.81000 4805.10
GEOTEXTILES | | |
0026 616-06405 283.000 TON | 27.25000 7711.75| 35.00000 9905.00| 28.25000 7994.75
RIPRAP, REVETMENT | | |
0027 628-09402 10.000 MOS | 2435.00000 24350.00| 1200.00000 12000.00| 2325.96000 23259.60
FIELD OFFICE, B | | |
0028 628-09407 20.000 MOS | 505.00000 10100.00| 150.00000 3000.00| 250.00000 5000.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , TWO EACH | | |
0029 702-51005 68.100 CYS | 550.00000 37455.00| 600.00000 40860.00| 1200.00000 81720.00
CONCRETE, A, SUBSTRUCTURE | | |
0030 702-51863 40.000 EACH | 11.95000 478.00| 10.00000 400.00| 10.71000 428.40
FIELD DRILLED HOLE IN CONCRETE | | |
0031 703-06029 92979.000 LBS | 0.77000 71593.83| 0.86000 79961.94| 0.85000 79032.15
REINFORCING BARS, EPOXY COATED | | |
0032 704-51002 338.600 CYS | 450.00000 152370.00| 478.00000 161850.80| 575.00000 194695.00
CONCRETE, C, SUPERSTRUCTURE | | |
0033 706-05732 4.000 EACH | 2365.00000 9460.00| 1300.00000 5200.00| 1731.14000 6924.56
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0034 706-51020 43.200 CYS | 550.00000 23760.00| 490.00000 21168.00| 600.00000 25920.00
CONCRETE, C, RAILING | | |
0035 707-05984 1107.000 LFT | 125.80000 139260.60| 185.00000 204795.00| 118.00000 130626.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | |
45" X 16" | | |
0036 709-51821 LUMP | 5280.00000 5280.00| 6700.00000 6700.00| 8636.00000 8636.00
SURFACE SEAL | | |
0037 715-91361 342.000 LFT | 14.25000 4873.50| 14.00000 4788.00| 18.74000 6409.08
PIPE, PVC, 6 IN | | |
0038 722-60824 360.000 SYS | 10.95000 3942.00| 13.00000 4680.00| 9.45000 3402.00
SURFACE MILLING | | |
0039 801-06625 28.000 EACH | 62.00000 1736.00| 74.00000 2072.00| 74.00000 2072.00
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 620 -4
TABULATION OF BIDS
CALL ORDER : 620 CONTRACT ID : B -29001-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1690004 |( 2 ) 32-0154474 |( 3 ) 35-1339168
|NORTHERN INDIANA CONSTRUCTIO |JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 801-06640 14.000 EACH | 89.00000 1246.00| 94.00000 1316.00| 94.00000 1316.00
CONSTRUCTION SIGN, A | | |
0041 801-06645 2.000 EACH | 50.00000 100.00| 31.00000 62.00| 31.00000 62.00
CONSTRUCTION SIGN, B | | |
0042 801-06775 LUMP | 250.00000 250.00| 2000.00000 2000.00| 3036.87000 3036.87
MAINTAINING TRAFFIC | | |
0043 801-07118 110.000 LFT | 13.00000 1430.00| 8.74000 961.40| 8.74000 961.40
BARRICADE, III-A | | |
0044 808-06713 1085.000 LFT | 0.68000 737.80| 0.28000 303.80| 0.28000 303.80
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0045 808-06714 1085.000 LFT | 0.68000 737.80| 0.28000 303.80| 0.28000 303.80
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0046 808-75998 8.000 EACH | 150.00000 1200.00| 135.00000 1080.00| 135.00000 1080.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 704,389.95| $ 771,382.42| $ 864,360.39
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 704,389.95| $ 771,382.42| $ 864,360.39
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 620 -5
TABULATION OF BIDS
CALL ORDER : 620 CONTRACT ID : B -29001-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1386990 |( 5 ) 35-1523985 |( 6 ) 38-2675420
|JACK ISOM CONSTRUCTION CO |WIRTZ & YATES INC |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 8000.00000 8000.00| 5000.00000 5000.00| 5000.00000 5000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 75.00000 225.00| 600.00000 1800.00| 150.00000 450.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 30.000 MOS | 85.00000 2550.00| 300.00000 9000.00| 65.00000 1950.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 41250.00000 41250.00| 70000.00000 70000.00| 45000.00000 45000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-02240 224.000 SYS | 15.00000 3360.00| 24.00000 5376.00| 18.00000 4032.00
PAVEMENT REMOVAL | | |
0012 202-02241 500.000 LFT | 7.00000 3500.00| 6.00000 3000.00| 4.00000 2000.00
GUARDRAIL, REMOVE | | |
0013 202-51328 LUMP | 215000.00000 215000.00| 125000.00000 125000.00| 190000.00000 190000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0014 205-06937 1187.000 LFT | 2.00000 2374.00| 3.50000 4154.50| 3.00000 3561.00
TEMPORARY SILT FENCE | | |
0015 211-06467 28.000 CYS | 45.00000 1260.00| 35.00000 980.00| 50.00000 1400.00
AGGREGATE FOR END BENT BACKFILL | | |
0016 302-07455 50.000 CYS | 45.00000 2250.00| 29.00000 1450.00| 50.00000 2500.00
DENSE GRADED SUBBASE | | |
0017 402-07451 57.000 TON | 181.50000 10345.50| 185.00000 10545.00| 156.00000 8892.00
HMA WEDGE AND LEVEL, TYPE B | | |
0018 406-05521 960.000 SYS | 0.55000 528.00| 2.10000 2016.00| 0.10000 96.00
ASPHALT FOR TACK COAT | | |
0019 601-01522 4.000 EACH | 2450.00000 9800.00| 2250.00000 9000.00| 1880.00000 7520.00
GUARDRAIL TRANSITION TYPE TGB | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 620 -6
TABULATION OF BIDS
CALL ORDER : 620 CONTRACT ID : B -29001-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1386990 |( 5 ) 35-1523985 |( 6 ) 38-2675420
|JACK ISOM CONSTRUCTION CO |WIRTZ & YATES INC |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 601-05999 1.000 EACH | 100.00000 100.00| 45.00000 45.00| 37.00000 37.00
CURVED TERMINAL END | | |
0021 601-94689 3.000 EACH | 2750.00000 8250.00| 28.50000 85.50| 2560.00000 7680.00
GUARDRAIL END TREATMENT, OS | | |
0022 601-99105 432.000 LFT | 19.00000 8208.00| 19.00000 8208.00| 17.00000 7344.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0023 602-06729 14.000 EACH | 15.00000 210.00| 5.00000 70.00| 14.00000 196.00
BARRIER DELINEATOR | | |
0024 609-06259 311.000 SYS | 60.00000 18660.00| 75.00000 23325.00| 95.00000 29545.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0025 616-02320 1710.000 SYS | 3.50000 5985.00| 3.50000 5985.00| 4.00000 6840.00
GEOTEXTILES | | |
0026 616-06405 283.000 TON | 40.00000 11320.00| 40.00000 11320.00| 50.00000 14150.00
RIPRAP, REVETMENT | | |
0027 628-09402 10.000 MOS | 1800.00000 18000.00| 2000.00000 20000.00| 1350.00000 13500.00
FIELD OFFICE, B | | |
0028 628-09407 20.000 MOS | 100.00000 2000.00| 500.00000 10000.00| 125.00000 2500.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , TWO EACH | | |
0029 702-51005 68.100 CYS | 750.00000 51075.00| 600.00000 40860.00| 700.00000 47670.00
CONCRETE, A, SUBSTRUCTURE | | |
0030 702-51863 40.000 EACH | 40.00000 1600.00| 9.00000 360.00| 25.00000 1000.00
FIELD DRILLED HOLE IN CONCRETE | | |
0031 703-06029 92979.000 LBS | 0.70000 65085.30| 0.80000 74383.20| 0.75000 69734.25
REINFORCING BARS, EPOXY COATED | | |
0032 704-51002 338.600 CYS | 525.00000 177765.00| 600.00000 203160.00| 800.00000 270880.00
CONCRETE, C, SUPERSTRUCTURE | | |
0033 706-05732 4.000 EACH | 1250.00000 5000.00| 1500.00000 6000.00| 2000.00000 8000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0034 706-51020 43.200 CYS | 575.00000 24840.00| 650.00000 28080.00| 800.00000 34560.00
CONCRETE, C, RAILING | | |
0035 707-05984 1107.000 LFT | 135.00000 149445.00| 175.00000 193725.00| 105.00000 116235.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | |
45" X 16" | | |
0036 709-51821 LUMP | 8500.00000 8500.00| 8000.00000 8000.00| 10000.00000 10000.00
SURFACE SEAL | | |
0037 715-91361 342.000 LFT | 10.00000 3420.00| 8.50000 2907.00| 25.00000 8550.00
PIPE, PVC, 6 IN | | |
0038 722-60824 360.000 SYS | 15.00000 5400.00| 16.00000 5760.00| 15.00000 5400.00
SURFACE MILLING | | |
0039 801-06625 28.000 EACH | 80.00000 2240.00| 109.00000 3052.00| 60.00000 1680.00
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 620 -7
TABULATION OF BIDS
CALL ORDER : 620 CONTRACT ID : B -29001-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1386990 |( 5 ) 35-1523985 |( 6 ) 38-2675420
|JACK ISOM CONSTRUCTION CO |WIRTZ & YATES INC |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 801-06640 14.000 EACH | 100.00000 1400.00| 198.00000 2772.00| 75.00000 1050.00
CONSTRUCTION SIGN, A | | |
0041 801-06645 2.000 EACH | 50.00000 100.00| 85.00000 170.00| 25.00000 50.00
CONSTRUCTION SIGN, B | | |
0042 801-06775 LUMP | 9500.00000 9500.00| 2000.00000 2000.00| 3000.00000 3000.00
MAINTAINING TRAFFIC | | |
0043 801-07118 110.000 LFT | 10.00000 1100.00| 34.00000 3740.00| 5.00000 550.00
BARRICADE, III-A | | |
0044 808-06713 1085.000 LFT | 0.50000 542.50| 0.75000 813.75| 0.30000 325.50
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0045 808-06714 1085.000 LFT | 0.50000 542.50| 0.85000 922.25| 0.30000 325.50
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0046 808-75998 8.000 EACH | 100.00000 800.00| 222.00000 1776.00| 65.00000 520.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 881,536.80| $ 904,847.20| $ 933,729.25
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 881,536.80| $ 904,847.20| $ 933,729.25
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 620 -8
TABULATION OF BIDS
CALL ORDER : 620 CONTRACT ID : B -29001-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 7 ) 35-1817530 |( 8 ) 38-1456833 |( 9 ) 26-3919039
|PIONEER ASSOCIATES INC |C A HULL COMPANY INC |TONN AND BLANK CONSTRUCTION L
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 4100.00000 4100.00| 5000.00000 5000.00| 12081.90000 12081.90
CONSTRUCTION ENGINEERING | | |
0002 105-08520 3.000 EACH | 220.00000 660.00| 200.00000 600.00| 140.08000 420.24
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 30.000 MOS | 145.00000 4350.00| 75.00000 2250.00| 120.81900 3624.57
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 47800.00000 47800.00| 50000.00000 50000.00| 54263.49000 54263.49
MOBILIZATION AND DEMOBILIZATION | | |
0011 202-02240 224.000 SYS | 30.00000 6720.00| 15.00000 3360.00| 7.03530 1575.91
PAVEMENT REMOVAL | | |
0012 202-02241 500.000 LFT | 4.00000 2000.00| 6.00000 3000.00| 6.30360 3151.80
GUARDRAIL, REMOVE | | |
0013 202-51328 LUMP | 210000.00000 210000.00| 375000.00000 375000.00| 451724.38080 451724.38
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0014 205-06937 1187.000 LFT | 4.28000 5080.36| 2.00000 2374.00| 5.14590 6108.18
TEMPORARY SILT FENCE | | |
0015 211-06467 28.000 CYS | 80.00000 2240.00| 75.00000 2100.00| 39.39750 1103.13
AGGREGATE FOR END BENT BACKFILL | | |
0016 302-07455 50.000 CYS | 63.00000 3150.00| 65.00000 3250.00| 44.12520 2206.26
DENSE GRADED SUBBASE | | |
0017 402-07451 57.000 TON | 165.00000 9405.00| 165.00000 9405.00| 163.89360 9341.94
HMA WEDGE AND LEVEL, TYPE B | | |
0018 406-05521 960.000 SYS | 0.50000 480.00| 0.50000 480.00| 0.10510 100.90
ASPHALT FOR TACK COAT | | |
0019 601-01522 4.000 EACH | 1800.00000 7200.00| 2175.00000 8700.00| 2285.05500 9140.22
GUARDRAIL TRANSITION TYPE TGB | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 620 -9
TABULATION OF BIDS
CALL ORDER : 620 CONTRACT ID : B -29001-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 7 ) 35-1817530 |( 8 ) 38-1456833 |( 9 ) 26-3919039
|PIONEER ASSOCIATES INC |C A HULL COMPANY INC |TONN AND BLANK CONSTRUCTION L
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 601-05999 1.000 EACH | 37.00000 37.00| 50.00000 50.00| 52.53000 52.53
CURVED TERMINAL END | | |
0021 601-94689 3.000 EACH | 2560.00000 7680.00| 2460.00000 7380.00| 2584.47600 7753.43
GUARDRAIL END TREATMENT, OS | | |
0022 601-99105 432.000 LFT | 17.00000 7344.00| 17.00000 7344.00| 17.86020 7715.61
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0023 602-06729 14.000 EACH | 10.00000 140.00| 5.00000 70.00| 4.99040 69.87
BARRIER DELINEATOR | | |
0024 609-06259 311.000 SYS | 105.00000 32655.00| 75.00000 23325.00| 99.80700 31039.98
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0025 616-02320 1710.000 SYS | 3.70000 6327.00| 3.00000 5130.00| 3.93980 6737.06
GEOTEXTILES | | |
0026 616-06405 283.000 TON | 50.00000 14150.00| 75.00000 21225.00| 42.02400 11892.79
RIPRAP, REVETMENT | | |
0027 628-09402 10.000 MOS | 5200.00000 52000.00| 1000.00000 10000.00| 1998.24120 19982.41
FIELD OFFICE, B | | |
0028 628-09407 20.000 MOS | 450.00000 9000.00| 250.00000 5000.00| 262.65000 5253.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , TWO EACH | | |
0029 702-51005 68.100 CYS | 1230.00000 83763.00| 950.00000 64695.00| 970.60940 66098.50
CONCRETE, A, SUBSTRUCTURE | | |
0030 702-51863 40.000 EACH | 9.20000 368.00| 15.00000 600.00| 20.69680 827.87
FIELD DRILLED HOLE IN CONCRETE | | |
0031 703-06029 92979.000 LBS | 1.00000 92979.00| 0.90000 83681.10| 0.93570 87000.45
REINFORCING BARS, EPOXY COATED | | |
0032 704-51002 338.600 CYS | 495.00000 167607.00| 750.00000 253950.00| 651.06480 220450.54
CONCRETE, C, SUPERSTRUCTURE | | |
0033 706-05732 4.000 EACH | 1750.00000 7000.00| 1750.00000 7000.00| 2235.15150 8940.61
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0034 706-51020 43.200 CYS | 865.00000 37368.00| 750.00000 32400.00| 796.09700 34391.39
CONCRETE, C, RAILING | | |
0035 707-05984 1107.000 LFT | 115.50000 127858.50| 150.00000 166050.00| 150.45600 166554.79
STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | |
45" X 16" | | |
0036 709-51821 LUMP | 7740.00000 7740.00| 7740.00000 7740.00| 8131.64400 8131.64
SURFACE SEAL | | |
0037 715-91361 342.000 LFT | 28.00000 9576.00| 50.00000 17100.00| 43.57230 14901.73
PIPE, PVC, 6 IN | | |
0038 722-60824 360.000 SYS | 24.00000 8640.00| 14.00000 5040.00| 25.62300 9224.28
SURFACE MILLING | | |
0039 801-06625 28.000 EACH | 60.00000 1680.00| 89.00000 2492.00| 77.74440 2176.84
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 620 -10
TABULATION OF BIDS
CALL ORDER : 620 CONTRACT ID : B -29001-A COUNTIES : LAPORTE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 7 ) 35-1817530 |( 8 ) 38-1456833 |( 9 ) 26-3919039
|PIONEER ASSOCIATES INC |C A HULL COMPANY INC |TONN AND BLANK CONSTRUCTION L
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 801-06640 14.000 EACH | 75.00000 1050.00| 178.00000 2492.00| 98.75640 1382.59
CONSTRUCTION SIGN, A | | |
0041 801-06645 2.000 EACH | 25.00000 50.00| 65.00000 130.00| 32.56860 65.14
CONSTRUCTION SIGN, B | | |
0042 801-06775 LUMP | 4500.00000 4500.00| 400.00000 400.00| 13920.45000 13920.45
MAINTAINING TRAFFIC | | |
0043 801-07118 110.000 LFT | 5.00000 550.00| 14.00000 1540.00| 9.18220 1010.04
BARRICADE, III-A | | |
0044 808-06713 1085.000 LFT | 0.30000 325.50| 0.65000 705.25| 0.29420 319.21
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0045 808-06714 1085.000 LFT | 0.30000 325.50| 0.65000 705.25| 0.29420 319.21
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0046 808-75998 8.000 EACH | 65.00000 520.00| 202.00000 1616.00| 141.83100 1134.65
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 984,424.86| $ 1,193,385.60| $ 1,282,195.53
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 984,424.86| $ 1,193,385.60| $ 1,282,195.53
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 630 -1
VENDOR RANKING
CALL ORDER : 630 CONTRACT ID : B -29155-A COUNTIES : FRANKLIN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 09/02/11
LOCATION : ON SR 121 OVER SILLIMANS CREEK, 1.1 MILES NORTH OF US 52 PROJECT(S) : 0400293
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 390,700.00 100.0000%
2 35-1917625 MILESTONE CONTRACTORS LP $ 425,700.00 108.9583%
3 35-1357381 DAVE OMARA CONTRACTOR INC $ 440,261.63 112.6853%
4 35-1673827 H E HENDERSON INC $ 444,103.13 113.6686%
5 38-3806996 HIS CONSTRUCTORS INC $ 475,824.00 121.7876%
6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 499,976.50 127.9694%
7 35-1385672 FORCE CONSTRUCTION CO INC $ 533,638.25 136.5852%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 630 -2
TABULATION OF BIDS
CALL ORDER : 630 CONTRACT ID : B -29155-A COUNTIES : FRANKLIN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1917625 |( 3 ) 35-1357381
|CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 3500.00000 3500.00| 3500.00000 3500.00| 4500.00000 4500.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 150.00000 300.00| 200.00000 400.00| 200.00000 400.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 16.000 MOS | 150.00000 2400.00| 120.00000 1920.00| 80.00000 1280.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 19000.00000 19000.00| 21200.00000 21200.00| 22000.00000 22000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 12500.00000 12500.00| 9000.00000 9000.00| 13000.00000 13000.00
CLEARING RIGHT OF WAY | | |
0012 202-02241 500.000 LFT | 2.80000 1400.00| 2.90000 1450.00| 4.25000 2125.00
GUARDRAIL, REMOVE | | |
0013 202-02286 1.000 EACH | 21000.00000 21000.00| 22000.00000 22000.00| 16000.00000 16000.00
PRESENT STRUCTURE, REMOVE | | |
0014 202-04890 1.000 EACH | 2500.00000 2500.00| 1650.00000 1650.00| 2200.00000 2200.00
WELL , CAP EXISTING | | |
0015 203-02000 795.000 CYS | 20.00000 15900.00| 22.00000 17490.00| 15.00000 11925.00
EXCAVATION, COMMON | | |
0016 205-03371 10.000 CYS | 26.00000 260.00| 26.00000 260.00| 38.00000 380.00
SEDIMENT, REMOVE | | |
0017 205-06931 27.000 TON | 47.00000 1269.00| 80.00000 2160.00| 32.00000 864.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0018 205-06937 685.000 LFT | 2.18000 1493.30| 3.00000 2055.00| 2.40000 1644.00
TEMPORARY SILT FENCE | | |
0019 207-08265 980.000 SYS | 8.00000 7840.00| 11.00000 10780.00| 8.50000 8330.00
SUBGRADE TREATMENT, TYPE IIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 630 -3
TABULATION OF BIDS
CALL ORDER : 630 CONTRACT ID : B -29155-A COUNTIES : FRANKLIN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1917625 |( 3 ) 35-1357381
|CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08267 163.000 SYS | 8.00000 1304.00| 18.00000 2934.00| 9.00000 1467.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0021 211-02050 100.000 CYS | 21.00000 2100.00| 27.50000 2750.00| 25.00000 2500.00
B BORROW | | |
0022 211-09265 744.200 CYS | 23.00000 17116.60| 47.00000 34977.40| 37.00000 27535.40
STRUCTURAL BACKFILL, TYPE 2 | | |
0023 301-07448 702.500 TON | 16.00000 11240.00| 17.00000 11942.50| 19.00000 13347.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 306-08034 1018.000 SYS | 4.00000 4072.00| 5.00000 5090.00| 6.00000 6108.00
MILLING, ASPHALT, 1 1/2 IN | | |
0025 306-08043 277.800 SYS | 5.00000 1389.00| 10.00000 2778.00| 6.00000 1666.80
MILLING, TRANSITION | | |
0026 402-07433 152.500 TON | 95.00000 14487.50| 82.00000 12505.00| 100.00000 15250.00
HMA SURFACE, TYPE B | | |
0027 402-07438 205.100 TON | 85.00000 17433.50| 72.00000 14767.20| 90.00000 18459.00
HMA INTERMEDIATE, TYPE B | | |
0028 406-05520 0.800 TON | 1545.30000 1236.24| 500.00000 400.00| 510.00000 408.00
ASPHALT FOR TACK COAT | | |
0029 601-06854 2.000 EACH | 2750.00000 5500.00| 2800.00000 5600.00| 2900.00000 5800.00
GUARDRAIL, W-BEAM, NESTED | | |
0030 601-94689 4.000 EACH | 2415.00000 9660.00| 3001.00000 12004.00| 2600.00000 10400.00
GUARDRAIL END TREATMENT, OS | | |
0031 601-99105 237.500 LFT | 16.70000 3966.25| 17.00000 4037.50| 17.50000 4156.25
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0032 610-07487 79.600 TON | 95.00000 7562.00| 118.00000 9392.80| 100.00000 7960.00
HMA FOR APPROACHES, TYPE B | | |
0033 615-06490 12.000 EACH | 130.00000 1560.00| 144.50000 1734.00| 140.00000 1680.00
RIGHT OF WAY MARKER | | |
0034 615-06505 3.000 EACH | 735.00000 2205.00| 755.00000 2265.00| 750.00000 2250.00
MONUMENT, B | | |
0035 616-02320 1020.300 SYS | 3.00000 3060.90| 2.00000 2040.60| 3.60000 3673.08
GEOTEXTILES | | |
0036 616-05688 158.000 TON | 28.00000 4424.00| 35.00000 5530.00| 29.00000 4582.00
RIPRAP, CLASS 1 | | |
0037 616-05689 587.000 TON | 29.00000 17023.00| 35.00000 20545.00| 29.00000 17023.00
RIPRAP, CLASS 2 | | |
0038 616-06451 83.000 TON | 27.00000 2241.00| 34.00000 2822.00| 28.00000 2324.00
RIPRAP, UNIFORM | | |
0039 621-01004 2.000 EACH | 525.00000 1050.00| 540.00000 1080.00| 525.00000 1050.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0040 621-06559 1790.000 SYS | 1.24000 2219.60| 1.30000 2327.00| 2.20000 3938.00
MULCHED SEEDING, R | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 630 -4
TABULATION OF BIDS
CALL ORDER : 630 CONTRACT ID : B -29155-A COUNTIES : FRANKLIN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1917625 |( 3 ) 35-1357381
|CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 622-52436 3.000 EACH | 53.00000 159.00| 55.00000 165.00| 43.00000 129.00
SIGN, DO NOT MOW OR SPRAY | | |
0042 622-91786 35.000 EACH | 25.40000 889.00| 27.25000 953.75| 11.00000 385.00
SEEDLING | | |
0043 622-98200 8.000 EACH | 53.00000 424.00| 55.00000 440.00| 43.00000 344.00
SIGN, DO NOT DISTURB | | |
0044 628-09401 8.000 MOS | 2000.00000 16000.00| 2500.00000 20000.00| 1900.00000 15200.00
FIELD OFFICE, A | | |
0045 714-08514 725.800 SFT | 15.00000 10887.00| 16.00000 11612.80| 45.00000 32661.00
WINGWALL | | |
0046 714-09726 44.000 SFT | 39.00000 1716.00| 40.00000 1760.00| 62.00000 2728.00
HEADWALL | | |
0047 723-07105 54.000 LFT | 2250.00000 121500.00| 2170.00000 117180.00| 2410.00000 130140.00
STRUCTURE, PRECAST THREE-SIDED, 240 IN | | |
X 120 IN | | |
0048 801-04308 3.000 EACH | 175.00000 525.00| 181.00000 543.00| 190.00000 570.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0049 801-06625 61.000 EACH | 81.00000 4941.00| 85.00000 5185.00| 90.00000 5490.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0050 801-06640 26.000 EACH | 98.00000 2548.00| 128.00000 3328.00| 140.00000 3640.00
CONSTRUCTION SIGN, A | | |
0051 801-06775 LUMP | 1265.10000 1265.10| 3489.35000 3489.35| 2500.00000 2500.00
MAINTAINING TRAFFIC | | |
0052 801-07118 48.000 LFT | 8.00000 384.00| 8.50000 408.00| 9.00000 432.00
BARRICADE, III-A | | |
0053 801-07119 24.000 LFT | 12.00000 288.00| 13.75000 330.00| 13.00000 312.00
BARRICADE, III-B | | |
0054 802-04893 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 75.00000 75.00
REFERENCE POST | | |
0055 802-05701 13.000 LFT | 12.00000 156.00| 12.50000 162.50| 13.00000 169.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0056 802-91122 1.000 EACH | 125.00000 125.00| 135.00000 135.00| 140.00000 140.00
SIGN, GROUND MOUNTED, RESET | | |
0057 808-06703 1133.000 LFT | 0.56000 634.48| 0.60000 679.80| 0.60000 679.80
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0058 808-75245 11133.000 LFT | 0.56000 6234.48| 0.60000 6679.80| 0.60000 6679.80
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0059 808-75996 15.000 EACH | 25.00000 375.00| 12.00000 180.00| 35.00000 525.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 630 -5
TABULATION OF BIDS
CALL ORDER : 630 CONTRACT ID : B -29155-A COUNTIES : FRANKLIN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1151771 |( 2 ) 35-1917625 |( 3 ) 35-1357381
|CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 808-75998 15.000 EACH | 78.67000 1180.05| 55.00000 825.00| 82.00000 1230.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 390,700.00| $ 425,700.00| $ 440,261.63
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 390,700.00| $ 425,700.00| $ 440,261.63
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 630 -6
TABULATION OF BIDS
CALL ORDER : 630 CONTRACT ID : B -29155-A COUNTIES : FRANKLIN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1673827 |( 5 ) 38-3806996 |( 6 ) 35-1618530
|H E HENDERSON INC |HIS CONSTRUCTORS INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 8076.20000 8076.20| 3000.00000 3000.00| 7000.00000 7000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 85.60000 171.20| 180.00000 360.00| 250.00000 500.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 16.000 MOS | 160.50000 2568.00| 90.00000 1440.00| 125.00000 2000.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 31297.80000 31297.80| 9370.54000 9370.54| 24998.82000 24998.82
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 9984.60000 9984.60| 11500.00000 11500.00| 9999.53000 9999.53
CLEARING RIGHT OF WAY | | |
0012 202-02241 500.000 LFT | 4.38000 2190.00| 3.00000 1500.00| 2.80000 1400.00
GUARDRAIL, REMOVE | | |
0013 202-02286 1.000 EACH | 14971.80000 14971.80| 27650.00000 27650.00| 17500.00000 17500.00
PRESENT STRUCTURE, REMOVE | | |
0014 202-04890 1.000 EACH | 1728.00000 1728.00| 1700.00000 1700.00| 1600.00000 1600.00
WELL , CAP EXISTING | | |
0015 203-02000 795.000 CYS | 20.16000 16027.20| 26.50000 21067.50| 18.00000 14310.00
EXCAVATION, COMMON | | |
0016 205-03371 10.000 CYS | 105.20000 1052.00| 57.00000 570.00| 35.00000 350.00
SEDIMENT, REMOVE | | |
0017 205-06931 27.000 TON | 35.53000 959.31| 64.00000 1728.00| 50.00000 1350.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0018 205-06937 685.000 LFT | 2.35000 1609.75| 2.35000 1609.75| 2.18000 1493.30
TEMPORARY SILT FENCE | | |
0019 207-08265 980.000 SYS | 17.00000 16660.00| 21.00000 20580.00| 16.60000 16268.00
SUBGRADE TREATMENT, TYPE IIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 630 -7
TABULATION OF BIDS
CALL ORDER : 630 CONTRACT ID : B -29155-A COUNTIES : FRANKLIN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1673827 |( 5 ) 38-3806996 |( 6 ) 35-1618530
|H E HENDERSON INC |HIS CONSTRUCTORS INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08267 163.000 SYS | 10.05000 1638.15| 26.00000 4238.00| 16.80000 2738.40
SUBGRADE TREATMENT, TYPE IIIA | | |
0021 211-02050 100.000 CYS | 41.88000 4188.00| 18.25000 1825.00| 50.00000 5000.00
B BORROW | | |
0022 211-09265 744.200 CYS | 29.93000 22273.91| 59.00000 43907.80| 46.00000 34233.20
STRUCTURAL BACKFILL, TYPE 2 | | |
0023 301-07448 702.500 TON | 21.85000 15349.63| 25.00000 17562.50| 25.00000 17562.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 306-08034 1018.000 SYS | 5.90000 6006.20| 5.00000 5090.00| 2.40000 2443.20
MILLING, ASPHALT, 1 1/2 IN | | |
0025 306-08043 277.800 SYS | 2.59000 719.50| 5.00000 1389.00| 2.40000 666.72
MILLING, TRANSITION | | |
0026 402-07433 152.500 TON | 91.90000 14014.75| 91.00000 13877.50| 82.00000 12505.00
HMA SURFACE, TYPE B | | |
0027 402-07438 205.100 TON | 80.26000 16461.33| 81.00000 16613.10| 72.00000 14767.20
HMA INTERMEDIATE, TYPE B | | |
0028 406-05520 0.800 TON | 540.00000 432.00| 538.00000 430.40| 500.00000 400.00
ASPHALT FOR TACK COAT | | |
0029 601-06854 2.000 EACH | 2970.00000 5940.00| 2955.00000 5910.00| 2750.00000 5500.00
GUARDRAIL, W-BEAM, NESTED | | |
0030 601-94689 4.000 EACH | 2608.20000 10432.80| 2595.00000 10380.00| 2415.00000 9660.00
GUARDRAIL END TREATMENT, OS | | |
0031 601-99105 237.500 LFT | 18.04000 4284.50| 17.95000 4263.13| 16.70000 3966.25
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0032 610-07487 79.600 TON | 130.75000 10407.70| 127.00000 10109.20| 118.00000 9392.80
HMA FOR APPROACHES, TYPE B | | |
0033 615-06490 12.000 EACH | 140.40000 1684.80| 140.00000 1680.00| 130.00000 1560.00
RIGHT OF WAY MARKER | | |
0034 615-06505 3.000 EACH | 793.80000 2381.40| 790.00000 2370.00| 735.00000 2205.00
MONUMENT, B | | |
0035 616-02320 1020.300 SYS | 3.75000 3826.13| 5.75000 5866.73| 3.00000 3060.90
GEOTEXTILES | | |
0036 616-05688 158.000 TON | 31.49000 4975.42| 53.25000 8413.50| 37.00000 5846.00
RIPRAP, CLASS 1 | | |
0037 616-05689 587.000 TON | 28.12000 16506.44| 42.50000 24947.50| 48.00000 28176.00
RIPRAP, CLASS 2 | | |
0038 616-06451 83.000 TON | 34.89000 2895.87| 49.00000 4067.00| 40.00000 3320.00
RIPRAP, UNIFORM | | |
0039 621-01004 2.000 EACH | 567.00000 1134.00| 565.00000 1130.00| 525.00000 1050.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0040 621-06559 1790.000 SYS | 1.34000 2398.60| 1.30000 2327.00| 1.24000 2219.60
MULCHED SEEDING, R | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 630 -8
TABULATION OF BIDS
CALL ORDER : 630 CONTRACT ID : B -29155-A COUNTIES : FRANKLIN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1673827 |( 5 ) 38-3806996 |( 6 ) 35-1618530
|H E HENDERSON INC |HIS CONSTRUCTORS INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 622-52436 3.000 EACH | 57.24000 171.72| 24.75000 74.25| 53.00000 159.00
SIGN, DO NOT MOW OR SPRAY | | |
0042 622-91786 35.000 EACH | 27.43000 960.05| 27.00000 945.00| 25.40000 889.00
SEEDLING | | |
0043 622-98200 8.000 EACH | 57.24000 457.92| 24.75000 198.00| 53.00000 424.00
SIGN, DO NOT DISTURB | | |
0044 628-09401 8.000 MOS | 1926.00000 15408.00| 2010.00000 16080.00| 4039.69000 32317.52
FIELD OFFICE, A | | |
0045 714-08514 725.800 SFT | 32.33000 23465.11| 49.00000 35564.20| 97.00000 70402.60
WINGWALL | | |
0046 714-09726 44.000 SFT | 74.52000 3278.88| 92.00000 4048.00| 150.00000 6600.00
HEADWALL | | |
0047 723-07105 54.000 LFT | 1911.37000 103213.98| 1925.00000 103950.00| 1939.00000 104706.00
STRUCTURE, PRECAST THREE-SIDED, 240 IN | | |
X 120 IN | | |
0048 801-04308 3.000 EACH | 189.00000 567.00| 185.00000 555.00| 175.00000 525.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0049 801-06625 61.000 EACH | 87.48000 5336.28| 87.00000 5307.00| 81.00000 4941.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0050 801-06640 26.000 EACH | 131.76000 3425.76| 130.00000 3380.00| 122.00000 3172.00
CONSTRUCTION SIGN, A | | |
0051 801-06775 LUMP | 22890.00000 22890.00| 3500.00000 3500.00| 1300.00000 1300.00
MAINTAINING TRAFFIC | | |
0052 801-07118 48.000 LFT | 8.64000 414.72| 8.50000 408.00| 8.00000 384.00
BARRICADE, III-A | | |
0053 801-07119 24.000 LFT | 12.96000 311.04| 12.95000 310.80| 12.00000 288.00
BARRICADE, III-B | | |
0054 802-04893 1.000 EACH | 107.00000 107.00| 535.00000 535.00| 125.00000 125.00
REFERENCE POST | | |
0055 802-05701 13.000 LFT | 12.96000 168.48| 12.75000 165.75| 12.00000 156.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0056 802-91122 1.000 EACH | 135.00000 135.00| 135.00000 135.00| 125.00000 125.00
SIGN, GROUND MOUNTED, RESET | | |
0057 808-06703 1133.000 LFT | 0.60000 679.80| 0.60000 679.80| 0.56000 634.48
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0058 808-75245 11133.000 LFT | 0.60000 6679.80| 0.60000 6679.80| 0.56000 6234.48
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0059 808-75996 15.000 EACH | 21.40000 321.00| 56.95000 854.25| 50.00000 750.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 630 -9
TABULATION OF BIDS
CALL ORDER : 630 CONTRACT ID : B -29155-A COUNTIES : FRANKLIN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1673827 |( 5 ) 38-3806996 |( 6 ) 35-1618530
|H E HENDERSON INC |HIS CONSTRUCTORS INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 808-75998 15.000 EACH | 57.24000 858.60| 265.00000 3975.00| 53.00000 795.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 444,103.13| $ 475,824.00| $ 499,976.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 444,103.13| $ 475,824.00| $ 499,976.50
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 630 -10
TABULATION OF BIDS
CALL ORDER : 630 CONTRACT ID : B -29155-A COUNTIES : FRANKLIN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1385672 |( ) |( )
|FORCE CONSTRUCTION CO INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 3400.00000 3400.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 176.31000 352.62| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 16.000 MOS | 117.54000 1880.64| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 26682.00000 26682.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 14800.00000 14800.00| |
CLEARING RIGHT OF WAY | | |
0012 202-02241 500.000 LFT | 2.80000 1400.00| |
GUARDRAIL, REMOVE | | |
0013 202-02286 1.000 EACH | 61395.00000 61395.00| |
PRESENT STRUCTURE, REMOVE | | |
0014 202-04890 1.000 EACH | 2294.67000 2294.67| |
WELL , CAP EXISTING | | |
0015 203-02000 795.000 CYS | 24.35000 19358.25| |
EXCAVATION, COMMON | | |
0016 205-03371 10.000 CYS | 132.94000 1329.40| |
SEDIMENT, REMOVE | | |
0017 205-06931 27.000 TON | 37.76000 1019.52| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0018 205-06937 685.000 LFT | 2.18000 1493.30| |
TEMPORARY SILT FENCE | | |
0019 207-08265 980.000 SYS | 7.21000 7065.80| |
SUBGRADE TREATMENT, TYPE IIA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 630 -11
TABULATION OF BIDS
CALL ORDER : 630 CONTRACT ID : B -29155-A COUNTIES : FRANKLIN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1385672 |( ) |( )
|FORCE CONSTRUCTION CO INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08267 163.000 SYS | 11.99000 1954.37| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0021 211-02050 100.000 CYS | 36.58000 3658.00| |
B BORROW | | |
0022 211-09265 744.200 CYS | 47.15000 35089.03| |
STRUCTURAL BACKFILL, TYPE 2 | | |
0023 301-07448 702.500 TON | 31.74000 22297.35| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 306-08034 1018.000 SYS | 5.00000 5090.00| |
MILLING, ASPHALT, 1 1/2 IN | | |
0025 306-08043 277.800 SYS | 2.40000 666.72| |
MILLING, TRANSITION | | |
0026 402-07433 152.500 TON | 82.00000 12505.00| |
HMA SURFACE, TYPE B | | |
0027 402-07438 205.100 TON | 72.00000 14767.20| |
HMA INTERMEDIATE, TYPE B | | |
0028 406-05520 0.800 TON | 500.00000 400.00| |
ASPHALT FOR TACK COAT | | |
0029 601-06854 2.000 EACH | 2750.00000 5500.00| |
GUARDRAIL, W-BEAM, NESTED | | |
0030 601-94689 4.000 EACH | 2415.00000 9660.00| |
GUARDRAIL END TREATMENT, OS | | |
0031 601-99105 237.500 LFT | 16.70000 3966.25| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0032 610-07487 79.600 TON | 118.00000 9392.80| |
HMA FOR APPROACHES, TYPE B | | |
0033 615-06490 12.000 EACH | 130.00000 1560.00| |
RIGHT OF WAY MARKER | | |
0034 615-06505 3.000 EACH | 735.00000 2205.00| |
MONUMENT, B | | |
0035 616-02320 1020.300 SYS | 2.23000 2275.27| |
GEOTEXTILES | | |
0036 616-05688 158.000 TON | 29.86000 4717.88| |
RIPRAP, CLASS 1 | | |
0037 616-05689 587.000 TON | 31.32000 18384.84| |
RIPRAP, CLASS 2 | | |
0038 616-06451 83.000 TON | 32.46000 2694.18| |
RIPRAP, UNIFORM | | |
0039 621-01004 2.000 EACH | 525.00000 1050.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0040 621-06559 1790.000 SYS | 1.24000 2219.60| |
MULCHED SEEDING, R | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 630 -12
TABULATION OF BIDS
CALL ORDER : 630 CONTRACT ID : B -29155-A COUNTIES : FRANKLIN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1385672 |( ) |( )
|FORCE CONSTRUCTION CO INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 622-52436 3.000 EACH | 53.00000 159.00| |
SIGN, DO NOT MOW OR SPRAY | | |
0042 622-91786 35.000 EACH | 25.40000 889.00| |
SEEDLING | | |
0043 622-98200 8.000 EACH | 53.00000 424.00| |
SIGN, DO NOT DISTURB | | |
0044 628-09401 8.000 MOS | 2115.63000 16925.04| |
FIELD OFFICE, A | | |
0045 714-08514 725.800 SFT | 89.07000 64647.01| |
WINGWALL | | |
0046 714-09726 44.000 SFT | 38.89000 1711.16| |
HEADWALL | | |
0047 723-07105 54.000 LFT | 2201.33000 118871.82| |
STRUCTURE, PRECAST THREE-SIDED, 240 IN | | |
X 120 IN | | |
0048 801-04308 3.000 EACH | 350.00000 1050.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0049 801-06625 61.000 EACH | 120.00000 7320.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0050 801-06640 26.000 EACH | 195.00000 5070.00| |
CONSTRUCTION SIGN, A | | |
0051 801-06775 LUMP | 6196.85000 6196.85| |
MAINTAINING TRAFFIC | | |
0052 801-07118 48.000 LFT | 12.00000 576.00| |
BARRICADE, III-A | | |
0053 801-07119 24.000 LFT | 15.00000 360.00| |
BARRICADE, III-B | | |
0054 802-04893 1.000 EACH | 150.00000 150.00| |
REFERENCE POST | | |
0055 802-05701 13.000 LFT | 12.00000 156.00| |
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0056 802-91122 1.000 EACH | 125.00000 125.00| |
SIGN, GROUND MOUNTED, RESET | | |
0057 808-06703 1133.000 LFT | 0.38000 430.54| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0058 808-75245 11133.000 LFT | 0.38000 4230.54| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0059 808-75996 15.000 EACH | 42.37000 635.55| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 630 -13
TABULATION OF BIDS
CALL ORDER : 630 CONTRACT ID : B -29155-A COUNTIES : FRANKLIN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 7 ) 35-1385672 |( ) |( )
|FORCE CONSTRUCTION CO INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 808-75998 15.000 EACH | 78.67000 1180.05| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 533,638.25| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 533,638.25| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 640 -1
VENDOR RANKING
CALL ORDER : 640 CONTRACT ID : B -30125-A COUNTIES : WHITE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 06/15/11
LOCATION : ON WEST SHAFER ROAD OVER BIG MONON BAY OF LAKE SHAFER PROJECT(S) : 0500925
0500926
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1523985 WIRTZ & YATES INC $ 2,084,795.94 100.0000%
2 35-1386990 JACK ISOM CONSTRUCTION CO $ 2,086,913.09 100.1016%
3 38-2675420 ANLAAN CORPORATION $ 3,272,343.36 156.9623%
4 36-2231526 WALSH CONSTRUCTION COMPANY $ 3,598,834.07 172.6228%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 640 -2
TABULATION OF BIDS
CALL ORDER : 640 CONTRACT ID : B -30125-A COUNTIES : WHITE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 38-2675420
|WIRTZ & YATES INC |JACK ISOM CONSTRUCTION CO |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 7000.00000 7000.00| 5700.00000 5700.00| 75000.00000 75000.00
CONSTRUCTION ENGINEERING WHITE 91 | | |
0002 105-06845 LUMP | 7000.00000 7000.00| 5700.00000 5700.00| 75000.00000 75000.00
CONSTRUCTION ENGINEERING WHITE 92 | | |
0003 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0004 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0005 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
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 | 30000.00000 30000.00| 49500.00000 49500.00| 50000.00000 50000.00
MOBILIZATION AND DEMOBILIZATION WHITE 9 | | |
0011 110-01001 LUMP | 30000.00000 30000.00| 49500.00000 49500.00| 150000.00000 150000.00
MOBILIZATION AND DEMOBILIZATION WHITE 9 | | |
0012 201-52370 LUMP | 25000.00000 25000.00| 14000.00000 14000.00| 75000.00000 75000.00
CLEARING RIGHT OF WAY WHITE 91 | | |
0013 201-52370 LUMP | 25000.00000 25000.00| 17000.00000 17000.00| 150000.00000 150000.00
CLEARING RIGHT OF WAY WHITE 92 | | |
0014 202-51330 LUMP | 50000.00000 50000.00| 40000.00000 40000.00| 200000.00000 200000.00
PRESENT STRUCTURE, REMOVE WHITE 91 | | |
0015 202-51330 LUMP | 50000.00000 50000.00| 50000.00000 50000.00| 200000.00000 200000.00
PRESENT STRUCTURE, REMOVE WHITE 92 | | |
0016 203-02000 3582.000 CYS | 8.50000 30447.00| 8.00000 28656.00| 7.00000 25074.00
EXCAVATION, COMMON | | |
0017 203-02055 5323.000 CYS | 20.00000 106460.00| 29.00000 154367.00| 35.00000 186305.00
EMBANKMENT | | |
0018 203-02070 6345.000 CYS | 18.50000 117382.50| 9.11000 57802.95| 15.00000 95175.00
BORROW | | |
0019 203-51223 180.000 CYS | 12.00000 2160.00| 12.00000 2160.00| 20.00000 3600.00
EXCAVATION, WATERWAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 640 -3
TABULATION OF BIDS
CALL ORDER : 640 CONTRACT ID : B -30125-A COUNTIES : WHITE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 38-2675420
|WIRTZ & YATES INC |JACK ISOM CONSTRUCTION CO |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-03371 200.000 CYS | 10.00000 2000.00| 10.00000 2000.00| 20.00000 4000.00
SEDIMENT, REMOVE UNDISTRIBUTED | | |
0021 205-06931 3.200 TON | 16.75000 53.60| 55.00000 176.00| 60.00000 192.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0022 205-06931 2.000 TON | 100.00000 200.00| 55.00000 110.00| 60.00000 120.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
UNDISTRIBUTED | | |
0023 205-06933 11.000 EACH | 150.00000 1650.00| 85.00000 935.00| 125.00000 1375.00
TEMPORARY DITCH INLET PROTECTION | | |
GEOTEXTILE BOX | | |
0024 205-06934 2.600 TON | 1090.00000 2834.00| 350.00000 910.00| 558.00000 1450.80
TEMPORARY MULCHING | | |
0025 205-06934 2.000 TON | 1090.00000 2180.00| 350.00000 700.00| 558.00000 1116.00
TEMPORARY MULCHING UNDISTRIBUTED | | |
0026 205-06937 2528.000 LFT | 2.50000 6320.00| 1.25000 3160.00| 1.50000 3792.00
TEMPORARY SILT FENCE | | |
0027 205-06937 500.000 LFT | 2.50000 1250.00| 1.25000 625.00| 1.50000 750.00
TEMPORARY SILT FENCE UNDISTRIBUTED | | |
0028 206-51220 85.000 CYS | 9.40000 799.00| 55.00000 4675.00| 15.00000 1275.00
EXCAVATION, WET | | |
0029 206-51230 182.000 CYS | 19.50000 3549.00| 50.00000 9100.00| 15.00000 2730.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0030 207-08263 6817.000 SYS | 5.38000 36675.46| 7.00000 47719.00| 5.00000 34085.00
SUBGRADE TREATMENT, TYPE IA | | |
0031 207-08267 253.000 SYS | 8.50000 2150.50| 4.50000 1138.50| 15.00000 3795.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0032 211-02050 389.000 CYS | 27.00000 10503.00| 25.00000 9725.00| 25.00000 9725.00
B BORROW | | |
0033 211-06467 180.200 CYS | 26.00000 4685.20| 35.00000 6307.00| 40.00000 7208.00
AGGREGATE FOR END BENT BACKFILL | | |
0034 211-09264 222.700 CYS | 15.00000 3340.50| 40.00000 8908.00| 20.00000 4454.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0035 211-09266 418.000 CYS | 16.00000 6688.00| 40.00000 16720.00| 20.00000 8360.00
STRUCTURAL BACKFILL, TYPE 3 | | |
0036 301-07448 2213.000 TON | 18.50000 40940.50| 15.50000 34301.50| 25.00000 55325.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0037 302-07455 60.400 CYS | 23.00000 1389.20| 40.00000 2416.00| 30.00000 1812.00
DENSE GRADED SUBBASE | | |
0038 302-08562 845.000 TON | 25.00000 21125.00| 22.00000 18590.00| 28.00000 23660.00
COARSE AGGREGATE, 8 | | |
0039 303-93506 790.000 CYS | 25.00000 19750.00| 23.00000 18170.00| 25.00000 19750.00
AGGREGATE, 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 640 -4
TABULATION OF BIDS
CALL ORDER : 640 CONTRACT ID : B -30125-A COUNTIES : WHITE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 38-2675420
|WIRTZ & YATES INC |JACK ISOM CONSTRUCTION CO |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 306-08034 481.000 SYS | 16.00000 7696.00| 8.50000 4088.50| 7.00000 3367.00
MILLING, ASPHALT, 1 1/2 IN | | |
0041 402-07433 485.000 TON | 92.00000 44620.00| 93.60000 45396.00| 82.55000 40036.75
HMA SURFACE, TYPE B | | |
0042 402-07438 797.000 TON | 85.00000 67745.00| 83.65000 66669.05| 73.50000 58579.50
HMA INTERMEDIATE, TYPE B | | |
0043 402-07441 732.000 TON | 87.00000 63684.00| 78.95000 57791.40| 69.25000 50691.00
HMA BASE, TYPE B | | |
0044 406-05520 3.600 TON | 700.00000 2520.00| 10.00000 36.00| 1.00000 3.60
ASPHALT FOR TACK COAT | | |
0045 601-01522 7.000 EACH | 2350.00000 16450.00| 2500.00000 17500.00| 2050.00000 14350.00
GUARDRAIL TRANSITION TYPE TGB | | |
0046 601-07009 1.000 EACH | 10500.00000 10500.00| 11500.00000 11500.00| 9600.00000 9600.00
IMPACT ATTENUATOR, LS, W1, TL-1 | | |
0047 601-94689 7.000 EACH | 2800.00000 19600.00| 2500.00000 17500.00| 2300.00000 16100.00
GUARDRAIL END TREATMENT, OS | | |
0048 601-99105 1993.750 LFT | 18.00000 35887.50| 17.50000 34890.63| 16.00000 31900.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0049 603-06045 353.000 LFT | 119.00000 42007.00| 60.00000 21180.00| 50.00000 17650.00
FENCE, CHAIN LINK, 48 IN | | |
0050 604-07902 8.300 SYS | 160.00000 1328.00| 150.00000 1245.00| 150.00000 1245.00
CURB RAMP, CONCRETE, H | | |
0051 604-91531 736.000 SYS | 37.00000 27232.00| 39.00000 28704.00| 35.00000 25760.00
SIDEWALK, CONCRETE, 4 IN | | |
0052 605-06150 1168.000 LFT | 21.00000 24528.00| 17.00000 19856.00| 18.00000 21024.00
CURB AND GUTTER, C, CONCRETE | | |
0053 609-06259 364.000 SYS | 60.00000 21840.00| 58.00000 21112.00| 85.00000 30940.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0054 610-07487 172.600 TON | 110.00000 18986.00| 123.80000 21367.88| 110.00000 18986.00
HMA FOR APPROACHES, TYPE B | | |
0055 610-08446 112.800 SYS | 35.00000 3948.00| 38.00000 4286.40| 45.00000 5076.00
PCCP FOR APPROACHES, 6 IN | | |
0056 611-06497 1.000 EACH | 225.00000 225.00| 250.00000 250.00| 200.00000 200.00
MAILBOX ASSEMBLY, SINGLE | | |
0057 611-06498 4.000 EACH | 250.00000 1000.00| 280.00000 1120.00| 230.00000 920.00
MAILBOX ASSEMBLY, DOUBLE | | |
0058 615-06490 26.000 EACH | 135.00000 3510.00| 150.00000 3900.00| 50.00000 1300.00
RIGHT OF WAY MARKER | | |
0059 615-06505 16.000 EACH | 650.00000 10400.00| 700.00000 11200.00| 600.00000 9600.00
MONUMENT, B | | |
0060 616-02320 3598.000 SYS | 2.50000 8995.00| 2.00000 7196.00| 5.00000 17990.00
GEOTEXTILES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 640 -5
TABULATION OF BIDS
CALL ORDER : 640 CONTRACT ID : B -30125-A COUNTIES : WHITE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 38-2675420
|WIRTZ & YATES INC |JACK ISOM CONSTRUCTION CO |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 616-06405 1009.000 TON | 34.00000 34306.00| 25.00000 25225.00| 38.00000 38342.00
RIPRAP, REVETMENT | | |
0062 621-03787 6.300 LBS | 170.00000 1071.00| 111.00000 699.30| 167.00000 1052.10
SEED MIXTURE, D | | |
0063 621-06557 189.000 LBS | 6.20000 1171.80| 7.00000 1323.00| 4.20000 793.80
SEED MIXTURE, T | | |
0064 621-06557 180.000 LBS | 6.20000 1116.00| 7.00000 1260.00| 4.20000 756.00
SEED MIXTURE, T UNDISTRIBUTED | | |
0065 621-06565 0.800 TON | 800.00000 640.00| 625.00000 500.00| 715.00000 572.00
MULCHING MATERIAL | | |
0066 621-06575 2045.000 SYS | 4.50000 9202.50| 4.95000 10122.75| 3.25000 6646.25
SODDING, NURSERY | | |
0067 621-08161 1961.000 SYS | 6.90000 13530.90| 5.50000 10785.50| 6.48000 12707.28
PERMANENT TURF REINFORCEMENT MAT | | |
0068 628-09401 18.000 MOS | 1850.00000 33300.00| 2200.00000 39600.00| 1800.00000 32400.00
FIELD OFFICE, A | | |
0069 701-51195 1445.500 LFT | 80.00000 115640.00| 39.00000 56374.50| 45.00000 65047.50
PILE, STEEL H, HP 12 IN X 53 | | |
0070 701-91792 42.000 EACH | 125.00000 5250.00| 115.00000 4830.00| 150.00000 6300.00
PILE TIP, STEEL H | | |
0071 701-97874 455.000 LFT | 30.00000 13650.00| 175.00000 79625.00| 150.00000 68250.00
PILE, STEEL H, REINFORCED CONCRETE | | |
ENCASED, HP 12 IN X 53 | | |
0072 702-51005 216.700 CYS | 500.00000 108350.00| 465.00000 100765.50| 600.00000 130020.00
CONCRETE, A, SUBSTRUCTURE | | |
0073 702-51100 201.000 LBS | 18.00000 3618.00| 6.00000 1206.00| 3.00000 603.00
DRAIN PIPE, CAST IRON, 6 IN | | |
0074 702-51110 768.000 LBS | 14.50000 11136.00| 4.00000 3072.00| 3.00000 2304.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0075 702-51863 97.000 EACH | 9.00000 873.00| 15.00000 1455.00| 10.00000 970.00
FIELD DRILLED HOLE IN CONCRETE | | |
0076 703-06029 121688.000 LBS | 0.82000 99784.16| 0.68000 82747.84| 1.25000 152110.00
REINFORCING BARS, EPOXY COATED | | |
0077 704-51002 375.100 CYS | 500.00000 187550.00| 480.00000 180048.00| 900.00000 337590.00
CONCRETE, C, SUPERSTRUCTURE | | |
0078 706-06341 254.000 LFT | 75.00000 19050.00| 80.00000 20320.00| 100.00000 25400.00
RAILING, PF-2 | | |
0079 706-06343 254.000 LFT | 110.00000 27940.00| 115.00000 29210.00| 150.00000 38100.00
RAILING, PS-2 | | |
0080 706-06352 4.000 EACH | 1450.00000 5800.00| 1400.00000 5600.00| 1500.00000 6000.00
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPF-2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 640 -6
TABULATION OF BIDS
CALL ORDER : 640 CONTRACT ID : B -30125-A COUNTIES : WHITE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 38-2675420
|WIRTZ & YATES INC |JACK ISOM CONSTRUCTION CO |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 706-06354 4.000 EACH | 1600.00000 6400.00| 1500.00000 6000.00| 1500.00000 6000.00
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPS-2 | | |
0082 706-51020 21.800 CYS | 500.00000 10900.00| 525.00000 11445.00| 350.00000 7630.00
CONCRETE, C, RAILING | | |
0083 707-05977 4620.000 SFT | 29.50000 136290.00| 35.00000 161700.00| 50.00000 231000.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
17" X 48" | | |
0084 709-51821 LUMP | 3850.00000 3850.00| 5000.00000 5000.00| 5000.00000 5000.00
SURFACE SEAL WHITE 91 | | |
0085 709-51821 LUMP | 5000.00000 5000.00| 4500.00000 4500.00| 6000.00000 6000.00
SURFACE SEAL WHITE 92 | | |
0086 715-05128 55.000 LFT | 110.00000 6050.00| 100.00000 5500.00| 150.00000 8250.00
PIPE, TYPE 1, CIRCULAR, 48 IN | | |
0087 715-05149 208.000 LFT | 29.00000 6032.00| 11.00000 2288.00| 85.00000 17680.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0088 715-05151 182.000 LFT | 33.00000 6006.00| 15.00000 2730.00| 85.00000 15470.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0089 715-05407 230.000 LFT | 8.50000 1955.00| 8.00000 1840.00| 15.00000 3450.00
PIPE, END BENT DRAIN, 6 IN | | |
0090 715-06004 2.000 EACH | 400.00000 800.00| 2000.00000 4000.00| 500.00000 1000.00
CONCRETE ANCHOR, 48 IN | | |
0091 715-46000 5.000 EACH | 95.00000 475.00| 175.00000 875.00| 350.00000 1750.00
PIPE END SECTION, 12 IN | | |
0092 715-46005 2.000 EACH | 115.00000 230.00| 200.00000 400.00| 450.00000 900.00
PIPE END SECTION, 15 IN | | |
0093 720-45005 2.000 EACH | 600.00000 1200.00| 1650.00000 3300.00| 3000.00000 6000.00
INLET, A2 | | |
0094 720-45410 2.000 EACH | 400.00000 800.00| 1900.00000 3800.00| 5500.00000 11000.00
MANHOLE, C4 | | |
0095 720-98174 5.000 EACH | 1200.00000 6000.00| 2200.00000 11000.00| 3500.00000 17500.00
INLET, B15 | | |
0096 731-93945 2719.000 SFT | 23.00000 62537.00| 19.00000 51661.00| 25.00000 67975.00
FACE PANELS, CONCRETE | | |
0097 731-93946 2719.000 SFT | 6.00000 16314.00| 12.00000 32628.00| 20.00000 54380.00
WALL ERECTION | | |
0098 731-93947 312.400 LFT | 22.00000 6872.80| 24.00000 7497.60| 20.00000 6248.00
LEVELING PAD, CONCRETE | | |
0099 801-04308 9.000 EACH | 265.00000 2385.00| 180.00000 1620.00| 256.00000 2304.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0100 801-06625 26.000 EACH | 87.00000 2262.00| 105.00000 2730.00| 83.00000 2158.00
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 640 -7
TABULATION OF BIDS
CALL ORDER : 640 CONTRACT ID : B -30125-A COUNTIES : WHITE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 38-2675420
|WIRTZ & YATES INC |JACK ISOM CONSTRUCTION CO |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0101 801-06640 35.000 EACH | 200.00000 7000.00| 120.00000 4200.00| 165.00000 5775.00
CONSTRUCTION SIGN, A | | |
0102 801-06645 5.000 EACH | 65.00000 325.00| 60.00000 300.00| 60.00000 300.00
CONSTRUCTION SIGN, B | | |
0103 801-06775 LUMP | 700.00000 700.00| 15000.00000 15000.00| 600.00000 600.00
MAINTAINING TRAFFIC WHITE 91 | | |
0104 801-06775 LUMP | 600.00000 600.00| 15000.00000 15000.00| 565.00000 565.00
MAINTAINING TRAFFIC WHITE 92 | | |
0105 801-07118 96.000 LFT | 12.50000 1200.00| 15.00000 1440.00| 12.00000 1152.00
BARRICADE, III-A | | |
0106 801-07119 120.000 LFT | 12.50000 1500.00| 16.00000 1920.00| 12.00000 1440.00
BARRICADE, III-B | | |
0107 802-05701 182.000 LFT | 12.50000 2275.00| 14.00000 2548.00| 11.00000 2002.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0108 802-09840 78.500 SFT | 25.00000 1962.50| 31.00000 2433.50| 22.00000 1727.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0109 802-91122 1.000 EACH | 160.00000 160.00| 300.00000 300.00| 150.00000 150.00
SIGN, GROUND MOUNTED, RESET | | |
0110 808-03631 636.000 LFT | 4.00000 2544.00| 3.85000 2448.60| 3.75000 2385.00
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0111 808-03632 636.000 LFT | 4.00000 2544.00| 3.85000 2448.60| 3.75000 2385.00
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0112 808-06703 3612.000 LFT | 0.80000 2889.60| 0.49000 1769.88| 0.58000 2094.96
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0113 808-06706 30.000 LFT | 4.50000 135.00| 15.00000 450.00| 4.00000 120.00
LINE, THERMOPLASTIC, SOLID, WHITE, 24 I | | |
0114 808-75245 3679.000 LFT | 0.68000 2501.72| 0.49000 1802.71| 0.58000 2133.82
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0115 304-07490 12.000 TON | 115.00000 1380.00| 100.00000 1200.00| 500.00000 6000.00
HMA PATCHING, TYPE B | | |
0116 621-01004 2.000 EACH | 250.00000 500.00| 400.00000 800.00| 200.00000 400.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
SECTION TOTALS | $ 2,084,795.94| $ 2,086,913.09| $ 3,272,343.36
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,084,795.94| $ 2,086,913.09| $ 3,272,343.36
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 640 -8
TABULATION OF BIDS
CALL ORDER : 640 CONTRACT ID : B -30125-A COUNTIES : WHITE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( ) |( )
|WALSH CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 107017.49000 107017.49| |
CONSTRUCTION ENGINEERING WHITE 91 | | |
0002 105-06845 LUMP | 103953.06000 103953.06| |
CONSTRUCTION ENGINEERING WHITE 92 | | |
0003 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0004 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0005 109-08442 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 179000.00000 179000.00| |
MOBILIZATION AND DEMOBILIZATION WHITE 9 | | |
0011 110-01001 LUMP | 179000.00000 179000.00| |
MOBILIZATION AND DEMOBILIZATION WHITE 9 | | |
0012 201-52370 LUMP | 89000.00000 89000.00| |
CLEARING RIGHT OF WAY WHITE 91 | | |
0013 201-52370 LUMP | 89000.00000 89000.00| |
CLEARING RIGHT OF WAY WHITE 92 | | |
0014 202-51330 LUMP | 255000.00000 255000.00| |
PRESENT STRUCTURE, REMOVE WHITE 91 | | |
0015 202-51330 LUMP | 325000.00000 325000.00| |
PRESENT STRUCTURE, REMOVE WHITE 92 | | |
0016 203-02000 3582.000 CYS | 13.66000 48930.12| |
EXCAVATION, COMMON | | |
0017 203-02055 5323.000 CYS | 39.33000 209353.59| |
EMBANKMENT | | |
0018 203-02070 6345.000 CYS | 14.44000 91621.80| |
BORROW | | |
0019 203-51223 180.000 CYS | 15.78000 2840.40| |
EXCAVATION, WATERWAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 640 -9
TABULATION OF BIDS
CALL ORDER : 640 CONTRACT ID : B -30125-A COUNTIES : WHITE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( ) |( )
|WALSH CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-03371 200.000 CYS | 15.18000 3036.00| |
SEDIMENT, REMOVE UNDISTRIBUTED | | |
0021 205-06931 3.200 TON | 254.41000 814.11| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0022 205-06931 2.000 TON | 374.27000 748.54| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
UNDISTRIBUTED | | |
0023 205-06933 11.000 EACH | 125.00000 1375.00| |
TEMPORARY DITCH INLET PROTECTION | | |
GEOTEXTILE BOX | | |
0024 205-06934 2.600 TON | 558.00000 1450.80| |
TEMPORARY MULCHING | | |
0025 205-06934 2.000 TON | 558.00000 1116.00| |
TEMPORARY MULCHING UNDISTRIBUTED | | |
0026 205-06937 2528.000 LFT | 1.48000 3741.44| |
TEMPORARY SILT FENCE | | |
0027 205-06937 500.000 LFT | 1.48000 740.00| |
TEMPORARY SILT FENCE UNDISTRIBUTED | | |
0028 206-51220 85.000 CYS | 22.41000 1904.85| |
EXCAVATION, WET | | |
0029 206-51230 182.000 CYS | 22.41000 4078.62| |
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0030 207-08263 6817.000 SYS | 7.02000 47855.34| |
SUBGRADE TREATMENT, TYPE IA | | |
0031 207-08267 253.000 SYS | 8.64000 2185.92| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0032 211-02050 389.000 CYS | 20.01000 7783.89| |
B BORROW | | |
0033 211-06467 180.200 CYS | 42.54000 7665.71| |
AGGREGATE FOR END BENT BACKFILL | | |
0034 211-09264 222.700 CYS | 22.86000 5090.92| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0035 211-09266 418.000 CYS | 20.02000 8368.36| |
STRUCTURAL BACKFILL, TYPE 3 | | |
0036 301-07448 2213.000 TON | 20.44000 45233.72| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0037 302-07455 60.400 CYS | 53.26000 3216.90| |
DENSE GRADED SUBBASE | | |
0038 302-08562 845.000 TON | 23.30000 19688.50| |
COARSE AGGREGATE, 8 | | |
0039 303-93506 790.000 CYS | 39.82000 31457.80| |
AGGREGATE, 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 640 -10
TABULATION OF BIDS
CALL ORDER : 640 CONTRACT ID : B -30125-A COUNTIES : WHITE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( ) |( )
|WALSH CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 306-08034 481.000 SYS | 20.93000 10067.33| |
MILLING, ASPHALT, 1 1/2 IN | | |
0041 402-07433 485.000 TON | 98.46000 47753.10| |
HMA SURFACE, TYPE B | | |
0042 402-07438 797.000 TON | 75.99000 60564.03| |
HMA INTERMEDIATE, TYPE B | | |
0043 402-07441 732.000 TON | 75.99000 55624.68| |
HMA BASE, TYPE B | | |
0044 406-05520 3.600 TON | 401.34000 1444.82| |
ASPHALT FOR TACK COAT | | |
0045 601-01522 7.000 EACH | 2050.00000 14350.00| |
GUARDRAIL TRANSITION TYPE TGB | | |
0046 601-07009 1.000 EACH | 9600.00000 9600.00| |
IMPACT ATTENUATOR, LS, W1, TL-1 | | |
0047 601-94689 7.000 EACH | 2300.00000 16100.00| |
GUARDRAIL END TREATMENT, OS | | |
0048 601-99105 1993.750 LFT | 16.00000 31900.00| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0049 603-06045 353.000 LFT | 19.50000 6883.50| |
FENCE, CHAIN LINK, 48 IN | | |
0050 604-07902 8.300 SYS | 192.30000 1596.09| |
CURB RAMP, CONCRETE, H | | |
0051 604-91531 736.000 SYS | 52.55000 38676.80| |
SIDEWALK, CONCRETE, 4 IN | | |
0052 605-06150 1168.000 LFT | 19.61000 22904.48| |
CURB AND GUTTER, C, CONCRETE | | |
0053 609-06259 364.000 SYS | 110.86000 40353.04| |
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0054 610-07487 172.600 TON | 104.46000 18029.80| |
HMA FOR APPROACHES, TYPE B | | |
0055 610-08446 112.800 SYS | 52.55000 5927.64| |
PCCP FOR APPROACHES, 6 IN | | |
0056 611-06497 1.000 EACH | 200.00000 200.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0057 611-06498 4.000 EACH | 230.00000 920.00| |
MAILBOX ASSEMBLY, DOUBLE | | |
0058 615-06490 26.000 EACH | 120.00000 3120.00| |
RIGHT OF WAY MARKER | | |
0059 615-06505 16.000 EACH | 600.00000 9600.00| |
MONUMENT, B | | |
0060 616-02320 3598.000 SYS | 2.17000 7807.66| |
GEOTEXTILES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 640 -11
TABULATION OF BIDS
CALL ORDER : 640 CONTRACT ID : B -30125-A COUNTIES : WHITE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( ) |( )
|WALSH CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 616-06405 1009.000 TON | 25.26000 25487.34| |
RIPRAP, REVETMENT | | |
0062 621-03787 6.300 LBS | 167.00000 1052.10| |
SEED MIXTURE, D | | |
0063 621-06557 189.000 LBS | 4.20000 793.80| |
SEED MIXTURE, T | | |
0064 621-06557 180.000 LBS | 4.20000 756.00| |
SEED MIXTURE, T UNDISTRIBUTED | | |
0065 621-06565 0.800 TON | 715.00000 572.00| |
MULCHING MATERIAL | | |
0066 621-06575 2045.000 SYS | 3.25000 6646.25| |
SODDING, NURSERY | | |
0067 621-08161 1961.000 SYS | 6.48000 12707.28| |
PERMANENT TURF REINFORCEMENT MAT | | |
0068 628-09401 18.000 MOS | 2288.33000 41189.94| |
FIELD OFFICE, A | | |
0069 701-51195 1445.500 LFT | 35.96000 51980.18| |
PILE, STEEL H, HP 12 IN X 53 | | |
0070 701-91792 42.000 EACH | 83.25000 3496.50| |
PILE TIP, STEEL H | | |
0071 701-97874 455.000 LFT | 71.79000 32664.45| |
PILE, STEEL H, REINFORCED CONCRETE | | |
ENCASED, HP 12 IN X 53 | | |
0072 702-51005 216.700 CYS | 754.97000 163602.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0073 702-51100 201.000 LBS | 13.17000 2647.17| |
DRAIN PIPE, CAST IRON, 6 IN | | |
0074 702-51110 768.000 LBS | 2.75000 2112.00| |
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0075 702-51863 97.000 EACH | 15.79000 1531.63| |
FIELD DRILLED HOLE IN CONCRETE | | |
0076 703-06029 121688.000 LBS | 0.66000 80314.08| |
REINFORCING BARS, EPOXY COATED | | |
0077 704-51002 375.100 CYS | 676.05000 253586.36| |
CONCRETE, C, SUPERSTRUCTURE | | |
0078 706-06341 254.000 LFT | 70.00000 17780.00| |
RAILING, PF-2 | | |
0079 706-06343 254.000 LFT | 103.00000 26162.00| |
RAILING, PS-2 | | |
0080 706-06352 4.000 EACH | 1824.69000 7298.76| |
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPF-2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 640 -12
TABULATION OF BIDS
CALL ORDER : 640 CONTRACT ID : B -30125-A COUNTIES : WHITE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( ) |( )
|WALSH CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 706-06354 4.000 EACH | 1423.96000 5695.84| |
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPS-2 | | |
0082 706-51020 21.800 CYS | 934.09000 20363.16| |
CONCRETE, C, RAILING | | |
0083 707-05977 4620.000 SFT | 59.76000 276091.20| |
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
17" X 48" | | |
0084 709-51821 LUMP | 4665.10000 4665.10| |
SURFACE SEAL WHITE 91 | | |
0085 709-51821 LUMP | 4623.30000 4623.30| |
SURFACE SEAL WHITE 92 | | |
0086 715-05128 55.000 LFT | 91.51000 5033.05| |
PIPE, TYPE 1, CIRCULAR, 48 IN | | |
0087 715-05149 208.000 LFT | 24.37000 5068.96| |
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0088 715-05151 182.000 LFT | 25.49000 4639.18| |
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0089 715-05407 230.000 LFT | 10.74000 2470.20| |
PIPE, END BENT DRAIN, 6 IN | | |
0090 715-06004 2.000 EACH | 999.47000 1998.94| |
CONCRETE ANCHOR, 48 IN | | |
0091 715-46000 5.000 EACH | 219.06000 1095.30| |
PIPE END SECTION, 12 IN | | |
0092 715-46005 2.000 EACH | 244.06000 488.12| |
PIPE END SECTION, 15 IN | | |
0093 720-45005 2.000 EACH | 1498.71000 2997.42| |
INLET, A2 | | |
0094 720-45410 2.000 EACH | 1677.18000 3354.36| |
MANHOLE, C4 | | |
0095 720-98174 5.000 EACH | 1969.46000 9847.30| |
INLET, B15 | | |
0096 731-93945 2719.000 SFT | 14.47000 39343.93| |
FACE PANELS, CONCRETE | | |
0097 731-93946 2719.000 SFT | 27.37000 74419.03| |
WALL ERECTION | | |
0098 731-93947 312.400 LFT | 22.14000 6916.54| |
LEVELING PAD, CONCRETE | | |
0099 801-04308 9.000 EACH | 256.00000 2304.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0100 801-06625 26.000 EACH | 83.00000 2158.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 640 -13
TABULATION OF BIDS
CALL ORDER : 640 CONTRACT ID : B -30125-A COUNTIES : WHITE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 36-2231526 |( ) |( )
|WALSH CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0101 801-06640 35.000 EACH | 165.00000 5775.00| |
CONSTRUCTION SIGN, A | | |
0102 801-06645 5.000 EACH | 60.00000 300.00| |
CONSTRUCTION SIGN, B | | |
0103 801-06775 LUMP | 45000.00000 45000.00| |
MAINTAINING TRAFFIC WHITE 91 | | |
0104 801-06775 LUMP | 45000.00000 45000.00| |
MAINTAINING TRAFFIC WHITE 92 | | |
0105 801-07118 96.000 LFT | 12.00000 1152.00| |
BARRICADE, III-A | | |
0106 801-07119 120.000 LFT | 12.00000 1440.00| |
BARRICADE, III-B | | |
0107 802-05701 182.000 LFT | 11.00000 2002.00| |
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0108 802-09840 78.500 SFT | 22.00000 1727.00| |
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0109 802-91122 1.000 EACH | 150.00000 150.00| |
SIGN, GROUND MOUNTED, RESET | | |
0110 808-03631 636.000 LFT | 3.00000 1908.00| |
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0111 808-03632 636.000 LFT | 3.00000 1908.00| |
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0112 808-06703 3612.000 LFT | 0.35000 1264.20| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0113 808-06706 30.000 LFT | 10.00000 300.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 24 I | | |
0114 808-75245 3679.000 LFT | 0.35000 1287.65| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0115 304-07490 12.000 TON | 214.05000 2568.60| |
HMA PATCHING, TYPE B | | |
0116 621-01004 2.000 EACH | 200.00000 400.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
SECTION TOTALS | $ 3,598,834.07| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,598,834.07| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 650 -1
VENDOR RANKING
CALL ORDER : 650 CONTRACT ID : B -30526-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 09/01/11
LOCATION : ON IRELAND ROAD OVER US 20, 1.35 MILES SOUTH OF SR 23 PROJECT(S) : 9702480
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1690004 NORTHERN INDIANA CONSTRUCTION CO INC $ 3,056,195.66 100.0000%
2 32-0154474 JCI BRIDGE GROUP INC $ 3,292,303.94 107.7256%
3 35-1339168 LAPORTE CONSTRUCTION CO $ 3,317,058.79 108.5356%
4 38-1456833 C A HULL COMPANY INC $ 3,548,091.65 116.0950%
5 35-0918397 RIETH RILEY CONSTRUCTION $ 3,588,857.39 117.4289%
6 36-2231526 WALSH CONSTRUCTION COMPANY $ 3,972,602.76 129.9852%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 650 -2
TABULATION OF BIDS
CALL ORDER : 650 CONTRACT ID : B -30526-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1690004 |( 2 ) 32-0154474 |( 3 ) 35-1339168
|NORTHERN INDIANA CONSTRUCTIO |JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 28890.00000 28890.00| 30000.00000 30000.00| 10000.00000 10000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 120.00000 240.00| 125.00000 250.00| 100.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 55.00000 660.00| 95.00000 1140.00| 75.00000 900.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09645 LUMP | 2715.00000 2715.00| 8000.00000 8000.00| 1000.00000 1000.00
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0009 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0013 110-01001 LUMP | 146370.00000 146370.00| 165000.00000 165000.00| 166000.00000 166000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 44615.00000 44615.00| 10000.00000 10000.00| 33000.00000 33000.00
CLEARING RIGHT OF WAY | | |
0015 202-02240 7849.000 SYS | 5.00000 39245.00| 10.00000 78490.00| 4.94000 38774.06
PAVEMENT REMOVAL | | |
0016 202-02271 9.000 EACH | 200.00000 1800.00| 100.00000 900.00| 310.42000 2793.78
HEADWALL, REMOVE | | |
0017 202-02272 63.000 LFT | 10.00000 630.00| 6.00000 378.00| 6.87000 432.81
PAVED SIDE DITCH, REMOVE | | |
0018 202-02286 1.000 EACH | 129808.03000 129808.03| 200000.00000 200000.00| 237036.72000 237036.72
PRESENT STRUCTURE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 650 -3
TABULATION OF BIDS
CALL ORDER : 650 CONTRACT ID : B -30526-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1690004 |( 2 ) 32-0154474 |( 3 ) 35-1339168
|NORTHERN INDIANA CONSTRUCTIO |JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-60815 1241.000 LFT | 4.00000 4964.00| 2.75000 3412.75| 3.69000 4579.29
CENTER CURB, REMOVE | | |
0020 202-91385 5.000 EACH | 250.00000 1250.00| 200.00000 1000.00| 783.05000 3915.25
INLET, REMOVE | | |
0021 202-94793 40.000 LFT | 23.70000 948.00| 40.00000 1600.00| 46.48000 1859.20
BARRIER, MEDIAN, CONCRETE, REMOVE | | |
0022 202-96133 388.000 LFT | 13.00000 5044.00| 8.00000 3104.00| 7.52000 2917.76
PIPE, REMOVE | | |
0023 203-02000 12085.000 CYS | 5.00000 60425.00| 3.00000 36255.00| 7.50000 90637.50
EXCAVATION, COMMON | | |
0024 203-02070 100.000 CYS | 15.00000 1500.00| 30.00000 3000.00| 8.00000 800.00
BORROW | | |
0025 205-03371 50.000 CYS | 8.25000 412.50| 20.00000 1000.00| 13.10000 655.00
SEDIMENT, REMOVE | | |
0026 205-06931 7.000 TON | 48.80000 341.60| 60.00000 420.00| 55.51000 388.57
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0027 205-06933 7.000 EACH | 125.00000 875.00| 125.00000 875.00| 125.00000 875.00
TEMPORARY DITCH INLET PROTECTION | | |
0028 205-06937 4006.000 LFT | 1.58000 6329.48| 1.58000 6329.48| 3.37000 13500.22
TEMPORARY SILT FENCE | | |
0029 205-09543 89.000 TON | 47.00000 4183.00| 40.00000 3560.00| 38.63000 3438.07
NO 2 STONE | | |
0030 206-51230 495.000 CYS | 19.90000 9850.50| 20.00000 9900.00| 15.00000 7425.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0031 207-08263 10882.000 SYS | 4.45000 48424.90| 7.00000 76174.00| 5.50000 59851.00
SUBGRADE TREATMENT, TYPE IA | | |
0032 207-08263 1232.000 SYS | 4.45000 5482.40| 22.00000 27104.00| 12.00000 14784.00
SUBGRADE TREATMENT, TYPE IA , MODIFIED | | |
0033 207-08267 1192.000 SYS | 4.45000 5304.40| 12.00000 14304.00| 7.46000 8892.32
SUBGRADE TREATMENT, TYPE IIIA | | |
0034 211-02050 246.000 CYS | 15.00000 3690.00| 23.75000 5842.50| 20.94000 5151.24
B BORROW | | |
0035 211-06467 90.000 CYS | 66.00000 5940.00| 45.00000 4050.00| 34.37000 3093.30
AGGREGATE FOR END BENT BACKFILL | | |
0036 211-09264 2015.000 CYS | 15.00000 30225.00| 23.75000 47856.25| 20.74000 41791.10
STRUCTURAL BACKFILL, TYPE 1 | | |
0037 301-07448 145.000 TON | 42.00000 6090.00| 41.00000 5945.00| 22.60000 3277.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0038 302-06464 2802.000 CYS | 41.00000 114882.00| 41.00000 114882.00| 35.07000 98266.14
SUBBASE FOR PCCP | | |
0039 302-07455 115.000 CYS | 43.60000 5014.00| 41.00000 4715.00| 50.12000 5763.80
DENSE GRADED SUBBASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 650 -4
TABULATION OF BIDS
CALL ORDER : 650 CONTRACT ID : B -30526-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1690004 |( 2 ) 32-0154474 |( 3 ) 35-1339168
|NORTHERN INDIANA CONSTRUCTIO |JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 303-01180 81.000 TON | 42.00000 3402.00| 41.00000 3321.00| 22.60000 1830.60
COMPACTED AGGREGATE, NO. 53 | | |
0041 306-08034 37.000 SYS | 13.60000 503.20| 15.00000 555.00| 52.92000 1958.04
MILLING, ASPHALT, 1 1/2 IN | | |
0042 306-08043 163.000 SYS | 13.60000 2216.80| 15.00000 2445.00| 22.88000 3729.44
MILLING, TRANSITION | | |
0043 401-08333 21.000 TON | 125.00000 2625.00| 125.00000 2625.00| 70.00000 1470.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | |
0 mm | | |
0044 402-07434 114.000 TON | 80.00000 9120.00| 80.00000 9120.00| 70.00000 7980.00
HMA SURFACE, TYPE C | | |
0045 402-07439 23.000 TON | 75.00000 1725.00| 75.00000 1725.00| 70.00000 1610.00
HMA INTERMEDIATE, TYPE C | | |
0046 402-07441 23.000 TON | 75.00000 1725.00| 75.00000 1725.00| 70.00000 1610.00
HMA BASE, TYPE B | | |
0047 402-07442 54.000 TON | 75.00000 4050.00| 75.00000 4050.00| 70.00000 3780.00
HMA BASE, TYPE C | | |
0048 402-07784 58.000 TON | 80.00000 4640.00| 80.00000 4640.00| 70.00000 4060.00
HMA SURFACE, TYPE D | | |
0049 402-07785 115.000 TON | 75.00000 8625.00| 75.00000 8625.00| 70.00000 8050.00
HMA INTERMEDIATE, TYPE D | | |
0050 402-07786 163.000 TON | 75.00000 12225.00| 75.00000 12225.00| 70.00000 11410.00
HMA BASE, TYPE D | | |
0051 406-05520 0.700 TON | 0.01000 0.01| 0.01000 0.01| 1.00000 0.70
ASPHALT FOR TACK COAT | | |
0052 501-06321 9639.000 SYS | 34.00000 327726.00| 34.00000 327726.00| 42.00000 404838.00
QC/QA-PCCP, 10 IN | | |
0053 503-05240 4948.000 LFT | 10.50000 51954.00| 10.50000 51954.00| 8.99000 44482.52
D-1 CONTRACTION JOINT | | |
0054 503-05310 115.000 LFT | 174.90000 20113.50| 135.00000 15525.00| 148.71000 17101.65
TERMINAL JOINT | | |
0055 601-01522 4.000 EACH | 2200.00000 8800.00| 1900.00000 7600.00| 2200.00000 8800.00
GUARDRAIL TRANSITION TYPE TGB | | |
0056 601-01848 2.000 EACH | 1875.00000 3750.00| 1800.00000 3600.00| 1875.00000 3750.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0057 601-02241 2145.000 LFT | 3.25000 6971.25| 3.40000 7293.00| 3.25000 6971.25
GUARDRAIL, REMOVE | | |
0058 601-05585 4.000 EACH | 2200.00000 8800.00| 1800.00000 7200.00| 2200.00000 8800.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 8 | | |
0059 601-06854 2.000 EACH | 2800.00000 5600.00| 2200.00000 4400.00| 2800.00000 5600.00
GUARDRAIL, W-BEAM, NESTED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 650 -5
TABULATION OF BIDS
CALL ORDER : 650 CONTRACT ID : B -30526-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1690004 |( 2 ) 32-0154474 |( 3 ) 35-1339168
|NORTHERN INDIANA CONSTRUCTIO |JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 601-94689 2.000 EACH | 2500.00000 5000.00| 2300.00000 4600.00| 2500.00000 5000.00
GUARDRAIL END TREATMENT, OS | | |
0061 601-99105 1300.000 LFT | 18.00000 23400.00| 17.00000 22100.00| 18.00000 23400.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0062 601-99123 4.000 EACH | 2900.00000 11600.00| 2400.00000 9600.00| 2900.00000 11600.00
GUARDRAIL TRANSITION, GP | | |
0063 601-99132 4.000 EACH | 75.00000 300.00| 100.00000 400.00| 75.00000 300.00
GUARDRAIL TRANSITION, VH, 6FT-3 IN | | |
SPACING | | |
0064 602-06729 22.000 EACH | 11.00000 242.00| 5.00000 110.00| 11.00000 242.00
BARRIER DELINEATOR | | |
0065 602-08605 87.000 LFT | 65.50000 5698.50| 85.00000 7395.00| 90.00000 7830.00
CONCRETE BARRIER, 33 IN | | |
0066 605-02278 1852.000 LFT | 4.00000 7408.00| 2.00000 3704.00| 2.41000 4463.32
CURB, CONCRETE, REMOVE | | |
0067 605-06095 2463.000 LFT | 7.00000 17241.00| 7.00000 17241.00| 15.61000 38447.43
CURB, INTEGRAL, B, CONCRETE | | |
0068 605-06215 836.000 LFT | 35.00000 29260.00| 35.00000 29260.00| 42.20000 35279.20
CENTER CURB, D, CONCRETE | | |
0069 606-07484 382.000 LFT | 10.00000 3820.00| 10.92000 4171.44| 10.00000 3820.00
MILLED HMA SHOULDER CORRUGATIONS | | |
0070 609-06259 662.600 SYS | 48.10000 31871.06| 80.00000 53008.00| 62.69000 41538.39
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0071 610-07487 41.000 TON | 115.00000 4715.00| 115.00000 4715.00| 70.00000 2870.00
HMA FOR APPROACHES, TYPE B | | |
0072 610-08446 817.000 SYS | 32.00000 26144.00| 32.00000 26144.00| 47.34000 38676.78
PCCP FOR APPROACHES, 6 IN | | |
0073 610-09108 227.000 SYS | 40.00000 9080.00| 40.00000 9080.00| 55.82000 12671.14
PCCP FOR APPROACHES, 9 IN | | |
0074 611-06497 8.000 EACH | 170.00000 1360.00| 125.00000 1000.00| 170.00000 1360.00
MAILBOX ASSEMBLY, SINGLE | | |
0075 611-06498 3.000 EACH | 275.00000 825.00| 225.00000 675.00| 275.00000 825.00
MAILBOX ASSEMBLY, DOUBLE | | |
0076 615-06520 1.000 EACH | 1000.00000 1000.00| 900.00000 900.00| 1000.00000 1000.00
MONUMENT, RE-ESTABLISH | | |
0077 616-02320 260.000 SYS | 3.00000 780.00| 2.75000 715.00| 2.49000 647.40
GEOTEXTILES | | |
0078 616-06405 43.000 TON | 80.00000 3440.00| 70.00000 3010.00| 39.05000 1679.15
RIPRAP, REVETMENT | | |
0079 616-51367 1056.000 SYS | 43.75000 46200.00| 48.00000 50688.00| 63.00000 66528.00
SLOPEWALL, CONCRETE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 650 -6
TABULATION OF BIDS
CALL ORDER : 650 CONTRACT ID : B -30526-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1690004 |( 2 ) 32-0154474 |( 3 ) 35-1339168
|NORTHERN INDIANA CONSTRUCTIO |JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 621-01004 1.000 EACH | 450.00000 450.00| 450.00000 450.00| 450.00000 450.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0081 621-02770 385.000 SYS | 2.58000 993.30| 2.58000 993.30| 2.58000 993.30
EROSION CONTROL BLANKET | | |
0082 621-06545 1.000 TON | 800.00000 800.00| 800.00000 800.00| 800.00000 800.00
FERTILIZER | | |
0083 621-06554 224.000 LBS | 6.83000 1529.92| 6.83000 1529.92| 6.83000 1529.92
SEED MIXTURE, U | | |
0084 621-06557 120.000 LBS | 5.42000 650.40| 5.42000 650.40| 5.42000 650.40
SEED MIXTURE, T | | |
0085 621-06565 5.000 TON | 320.00000 1600.00| 320.00000 1600.00| 320.00000 1600.00
MULCHING MATERIAL | | |
0086 621-06567 0.500 kGAL | 10.00000 5.00| 10.00000 5.00| 10.00000 5.00
WATER | | |
0087 621-06574 131.000 SYS | 15.22000 1993.82| 15.22000 1993.82| 15.22000 1993.82
SODDING | | |
0088 628-09401 6.000 MOS | 2247.00000 13482.00| 4500.00000 27000.00| 2571.27000 15427.62
FIELD OFFICE, A | | |
0089 701-06011 1.000 EACH | 2425.00000 2425.00| 1000.00000 1000.00| 939.13000 939.13
DYNAMIC PILE LOAD TEST | | |
0090 701-06027 1.000 EACH | 745.00000 745.00| 1000.00000 1000.00| 631.12000 631.12
TEST PILE , RESTRIKE, 14 IN. | | |
0091 701-09557 55.500 LFT | 26.90000 1492.95| 55.00000 3052.50| 87.34000 4847.37
TEST PILE, DYNAMIC, PRODUCTION | | |
0092 701-09663 5426.000 LFT | 26.30000 142703.80| 48.00000 260448.00| 42.00000 227892.00
PILE, STEEL PIPE, 0.312 IN, 14 IN | | |
0093 701-09679 92.000 EACH | 325.00000 29900.00| 225.00000 20700.00| 325.00000 29900.00
CONICAL PILE TIP, 14 IN | | |
0094 702-51005 684.200 CYS | 400.00000 273680.00| 325.00000 222365.00| 425.00000 290785.00
CONCRETE, A, SUBSTRUCTURE | | |
0095 702-51015 446.500 CYS | 300.00000 133950.00| 200.00000 89300.00| 200.00000 89300.00
CONCRETE, B, FOOTINGS | | |
0096 703-06028 54137.000 LBS | 0.67000 36271.79| 0.77000 41685.49| 0.74000 40061.38
REINFORCING BARS | | |
0097 703-06029 226599.000 LBS | 0.74000 167683.26| 0.85000 192609.15| 0.78000 176747.22
REINFORCING BARS, EPOXY COATED | | |
0098 704-51002 521.600 CYS | 425.00000 221680.00| 500.00000 260800.00| 400.00000 208640.00
CONCRETE, C, SUPERSTRUCTURE | | |
0099 706-05732 4.000 EACH | 2410.00000 9640.00| 1200.00000 4800.00| 1000.00000 4000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0100 706-51020 79.800 CYS | 500.00000 39900.00| 450.00000 35910.00| 500.00000 39900.00
CONCRETE, C, RAILING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 650 -7
TABULATION OF BIDS
CALL ORDER : 650 CONTRACT ID : B -30526-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1690004 |( 2 ) 32-0154474 |( 3 ) 35-1339168
|NORTHERN INDIANA CONSTRUCTIO |JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0101 707-05984 1741.250 LFT | 120.00000 208950.00| 162.00000 282082.50| 90.00000 156712.50
STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | |
45" X 16" | | |
0102 709-51821 LUMP | 14650.00000 14650.00| 15032.00000 15032.00| 10000.00000 10000.00
SURFACE SEAL | | |
0103 715-05048 4341.000 LFT | 8.00000 34728.00| 7.00000 30387.00| 9.01000 39112.41
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0104 715-05053 29.000 LFT | 12.00000 348.00| 15.00000 435.00| 26.53000 769.37
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0105 715-05149 606.000 LFT | 23.00000 13938.00| 25.00000 15150.00| 34.48000 20894.88
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0106 715-05151 616.000 LFT | 25.00000 15400.00| 28.00000 17248.00| 39.80000 24516.80
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0107 715-05152 56.000 LFT | 32.00000 1792.00| 34.00000 1904.00| 42.56000 2383.36
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0108 715-05154 175.000 LFT | 37.00000 6475.00| 44.00000 7700.00| 47.26000 8270.50
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0109 715-05173 51.000 LFT | 40.00000 2040.00| 42.00000 2142.00| 47.26000 2410.26
PIPE, TYPE 3, CIRCULAR, 24 IN | | |
0110 715-05407 187.000 LFT | 12.00000 2244.00| 7.00000 1309.00| 26.53000 4961.11
PIPE, END BENT DRAIN, 6 IN | | |
0111 715-09064 1547.000 LFT | 2.00000 3094.00| 1.65000 2552.55| 1.65000 2552.55
VIDEO INSPECTION FOR PIPE | | |
0112 715-46000 1.000 EACH | 750.00000 750.00| 250.00000 250.00| 473.15000 473.15
PIPE END SECTION, 12 IN | | |
0113 715-46005 3.000 EACH | 790.00000 2370.00| 325.00000 975.00| 523.15000 1569.45
PIPE END SECTION, 15 IN | | |
0114 715-46010 1.000 EACH | 820.00000 820.00| 450.00000 450.00| 538.15000 538.15
PIPE END SECTION, 18 IN | | |
0115 715-46020 3.000 EACH | 900.00000 2700.00| 675.00000 2025.00| 588.15000 1764.45
PIPE END SECTION, 24 IN | | |
0116 718-06529 2.000 EACH | 120.00000 240.00| 450.00000 900.00| 660.42000 1320.84
OUTLET PROTECTOR, 2 | | |
0117 718-06532 3000.000 LFT | 2.00000 6000.00| 1.00000 3000.00| 0.90000 2700.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0118 718-52610 391.000 CYS | 10.00000 3910.00| 45.00000 17595.00| 40.17000 15706.47
AGGREGATE FOR UNDERDRAINS | | |
0119 718-99153 3936.000 SYS | 2.00000 7872.00| 1.00000 3936.00| 3.33000 13106.88
GEOTEXTILES FOR UNDERDRAIN | | |
0120 720-01092 1.000 EACH | 3500.00000 3500.00| 3000.00000 3000.00| 2315.56000 2315.56
MANHOLE, J15, MODIFIED | | |
0121 720-45040 6.000 EACH | 3335.00000 20010.00| 2500.00000 15000.00| 2121.71000 12730.26
INLET, G7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 650 -8
TABULATION OF BIDS
CALL ORDER : 650 CONTRACT ID : B -30526-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1690004 |( 2 ) 32-0154474 |( 3 ) 35-1339168
|NORTHERN INDIANA CONSTRUCTIO |JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0122 720-45410 5.000 EACH | 1820.00000 9100.00| 2000.00000 10000.00| 1862.13000 9310.65
MANHOLE, C4 | | |
0123 720-98174 11.000 EACH | 2500.00000 27500.00| 2000.00000 22000.00| 2121.71000 23338.81
INLET, B15 | | |
0124 720-98555 9.000 EACH | 2600.00000 23400.00| 2050.00000 18450.00| 2121.71000 19095.39
INLET, C15 | | |
0125 724-51925 119.000 LFT | 199.30000 23716.70| 160.00000 19040.00| 175.00000 20825.00
STRUCTURAL EXPANSION JOINT, SS | | |
0126 801-03290 8.000 EACH | 170.00000 1360.00| 170.00000 1360.00| 220.00000 1760.00
CONSTRUCTION SIGN, C | | |
0127 801-04308 5.000 EACH | 205.00000 1025.00| 205.00000 1025.00| 345.00000 1725.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0128 801-06207 6354.000 LFT | 0.82000 5210.28| 0.82000 5210.28| 0.92000 5845.68
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0129 801-06625 33.000 EACH | 49.00000 1617.00| 49.00000 1617.00| 91.00000 3003.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0130 801-06640 28.000 EACH | 149.00000 4172.00| 149.00000 4172.00| 135.00000 3780.00
CONSTRUCTION SIGN, A | | |
0131 801-06645 14.000 EACH | 40.00000 560.00| 40.00000 560.00| 46.00000 644.00
CONSTRUCTION SIGN, B | | |
0132 801-06710 180.000 DAY | 10.00000 1800.00| 10.00000 1800.00| 9.35000 1683.00
FLASHING ARROW SIGN | | |
0133 801-06775 LUMP | 14725.00000 14725.00| 10000.00000 10000.00| 12003.59000 12003.59
MAINTAINING TRAFFIC | | |
0134 801-07118 192.000 LFT | 12.00000 2304.00| 12.00000 2304.00| 9.25000 1776.00
BARRICADE, III-A | | |
0135 801-07119 48.000 LFT | 12.00000 576.00| 12.00000 576.00| 10.55000 506.40
BARRICADE, III-B | | |
0136 801-08401 1862.000 LFT | 22.00000 40964.00| 0.50000 931.00| 10.00000 18620.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0137 801-08508 1140.000 LFT | 25.00000 28500.00| 1.00000 1140.00| 12.00000 13680.00
TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | |
0138 802-05701 91.000 LFT | 12.00000 1092.00| 20.00000 1820.00| 12.00000 1092.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0139 802-09838 41.000 SFT | 25.00000 1025.00| 22.00000 902.00| 25.00000 1025.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0140 808-03002 4449.000 LFT | 0.04000 177.96| 0.10000 444.90| 0.55000 2446.95
LINE, EPOXY, BROKEN, WHITE, 4 IN | | |
0141 808-03631 4501.000 LFT | 0.35000 1575.35| 0.70000 3150.70| 0.55000 2475.55
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 650 -9
TABULATION OF BIDS
CALL ORDER : 650 CONTRACT ID : B -30526-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1690004 |( 2 ) 32-0154474 |( 3 ) 35-1339168
|NORTHERN INDIANA CONSTRUCTIO |JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0142 808-03632 4500.000 LFT | 0.35000 1575.00| 0.70000 3150.00| 0.55000 2475.00
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0143 808-74807 2.000 EACH | 150.00000 300.00| 130.00000 260.00| 7.35000 14.70
PAVEMENT MESSAGE MARKING, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0144 808-74808 2.000 EACH | 200.00000 400.00| 130.00000 260.00| 7.35000 14.70
PAVEMENT MESSAGE MARKING, EPOXY, (ONLY) | | |
SECTION TOTALS | $ 3,056,195.66| $ 3,292,303.94| $ 3,317,058.79
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,056,195.66| $ 3,292,303.94| $ 3,317,058.79
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 650 -10
TABULATION OF BIDS
CALL ORDER : 650 CONTRACT ID : B -30526-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 38-1456833 |( 5 ) 35-0918397 |( 6 ) 36-2231526
|C A HULL COMPANY INC |RIETH RILEY CONSTRUCTION |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 15000.00000 15000.00| 60000.00000 60000.00| 198710.99000 198710.99
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 200.00000 400.00| 150.00000 300.00| 150.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 100.00000 1200.00| 150.00000 1800.00| 80.00000 960.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09645 LUMP | 10000.00000 10000.00| 12000.00000 12000.00| 5438.40000 5438.40
CONSTRUCTION ENGINEERING AND INSPECTION | | |
UTILITY RELOCATION | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0009 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0013 110-01001 LUMP | 150000.00000 150000.00| 177000.00000 177000.00| 198600.00000 198600.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 16000.00000 16000.00| 130000.00000 130000.00| 119160.00000 119160.00
CLEARING RIGHT OF WAY | | |
0015 202-02240 7849.000 SYS | 7.00000 54943.00| 5.00000 39245.00| 4.61000 36183.89
PAVEMENT REMOVAL | | |
0016 202-02271 9.000 EACH | 250.00000 2250.00| 200.00000 1800.00| 468.38000 4215.42
HEADWALL, REMOVE | | |
0017 202-02272 63.000 LFT | 25.00000 1575.00| 10.00000 630.00| 18.67000 1176.21
PAVED SIDE DITCH, REMOVE | | |
0018 202-02286 1.000 EACH | 295000.00000 295000.00| 273000.00000 273000.00| 150000.00000 150000.00
PRESENT STRUCTURE, REMOVE | | |
0019 202-60815 1241.000 LFT | 12.00000 14892.00| 4.00000 4964.00| 4.46000 5534.86
CENTER CURB, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 650 -11
TABULATION OF BIDS
CALL ORDER : 650 CONTRACT ID : B -30526-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 38-1456833 |( 5 ) 35-0918397 |( 6 ) 36-2231526
|C A HULL COMPANY INC |RIETH RILEY CONSTRUCTION |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-91385 5.000 EACH | 300.00000 1500.00| 250.00000 1250.00| 210.81000 1054.05
INLET, REMOVE | | |
0021 202-94793 40.000 LFT | 25.00000 1000.00| 60.00000 2400.00| 30.35000 1214.00
BARRIER, MEDIAN, CONCRETE, REMOVE | | |
0022 202-96133 388.000 LFT | 10.00000 3880.00| 13.00000 5044.00| 10.89000 4225.32
PIPE, REMOVE | | |
0023 203-02000 12085.000 CYS | 6.00000 72510.00| 4.00000 48340.00| 9.31000 112511.35
EXCAVATION, COMMON | | |
0024 203-02070 100.000 CYS | 10.00000 1000.00| 15.00000 1500.00| 5.39000 539.00
BORROW | | |
0025 205-03371 50.000 CYS | 10.00000 500.00| 75.00000 3750.00| 11.52000 576.00
SEDIMENT, REMOVE | | |
0026 205-06931 7.000 TON | 75.00000 525.00| 45.00000 315.00| 144.95000 1014.65
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0027 205-06933 7.000 EACH | 125.00000 875.00| 125.00000 875.00| 106.00000 742.00
TEMPORARY DITCH INLET PROTECTION | | |
0028 205-06937 4006.000 LFT | 2.00000 8012.00| 2.00000 8012.00| 2.87000 11497.22
TEMPORARY SILT FENCE | | |
0029 205-09543 89.000 TON | 35.00000 3115.00| 40.00000 3560.00| 65.54000 5833.06
NO 2 STONE | | |
0030 206-51230 495.000 CYS | 12.00000 5940.00| 20.00000 9900.00| 9.99000 4945.05
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0031 207-08263 10882.000 SYS | 4.00000 43528.00| 5.50000 59851.00| 4.78000 52015.96
SUBGRADE TREATMENT, TYPE IA | | |
0032 207-08263 1232.000 SYS | 12.00000 14784.00| 12.00000 14784.00| 16.15000 19896.80
SUBGRADE TREATMENT, TYPE IA , MODIFIED | | |
0033 207-08267 1192.000 SYS | 10.00000 11920.00| 20.00000 23840.00| 11.40000 13588.80
SUBGRADE TREATMENT, TYPE IIIA | | |
0034 211-02050 246.000 CYS | 15.00000 3690.00| 23.75000 5842.50| 16.11000 3963.06
B BORROW | | |
0035 211-06467 90.000 CYS | 75.00000 6750.00| 45.00000 4050.00| 48.44000 4359.60
AGGREGATE FOR END BENT BACKFILL | | |
0036 211-09264 2015.000 CYS | 15.00000 30225.00| 20.65000 41609.75| 0.02000 40.30
STRUCTURAL BACKFILL, TYPE 1 | | |
0037 301-07448 145.000 TON | 25.00000 3625.00| 40.00000 5800.00| 29.53000 4281.85
COMPACTED AGGREGATE, NO. 53, BASE | | |
0038 302-06464 2802.000 CYS | 30.00000 84060.00| 46.50000 130293.00| 41.46000 116170.92
SUBBASE FOR PCCP | | |
0039 302-07455 115.000 CYS | 65.00000 7475.00| 23.75000 2731.25| 59.00000 6785.00
DENSE GRADED SUBBASE | | |
0040 303-01180 81.000 TON | 30.00000 2430.00| 70.00000 5670.00| 34.70000 2810.70
COMPACTED AGGREGATE, NO. 53 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 650 -12
TABULATION OF BIDS
CALL ORDER : 650 CONTRACT ID : B -30526-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 38-1456833 |( 5 ) 35-0918397 |( 6 ) 36-2231526
|C A HULL COMPANY INC |RIETH RILEY CONSTRUCTION |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 306-08034 37.000 SYS | 30.00000 1110.00| 20.00000 740.00| 17.60000 651.20
MILLING, ASPHALT, 1 1/2 IN | | |
0042 306-08043 163.000 SYS | 30.00000 4890.00| 20.00000 3260.00| 17.60000 2868.80
MILLING, TRANSITION | | |
0043 401-08333 21.000 TON | 70.00000 1470.00| 70.00000 1470.00| 146.69000 3080.49
QC/QA-HMA, 5, 76, INTERMEDIATE, OG, 19. | | |
0 mm | | |
0044 402-07434 114.000 TON | 70.00000 7980.00| 70.00000 7980.00| 93.88000 10702.32
HMA SURFACE, TYPE C | | |
0045 402-07439 23.000 TON | 70.00000 1610.00| 70.00000 1610.00| 88.02000 2024.46
HMA INTERMEDIATE, TYPE C | | |
0046 402-07441 23.000 TON | 70.00000 1610.00| 70.00000 1610.00| 88.02000 2024.46
HMA BASE, TYPE B | | |
0047 402-07442 54.000 TON | 70.00000 3780.00| 70.00000 3780.00| 88.02000 4753.08
HMA BASE, TYPE C | | |
0048 402-07784 58.000 TON | 70.00000 4060.00| 70.00000 4060.00| 93.88000 5445.04
HMA SURFACE, TYPE D | | |
0049 402-07785 115.000 TON | 70.00000 8050.00| 70.00000 8050.00| 88.02000 10122.30
HMA INTERMEDIATE, TYPE D | | |
0050 402-07786 163.000 TON | 70.00000 11410.00| 70.00000 11410.00| 88.02000 14347.26
HMA BASE, TYPE D | | |
0051 406-05520 0.700 TON | 1.00000 0.70| 1.00000 0.70| 0.01000 0.01
ASPHALT FOR TACK COAT | | |
0052 501-06321 9639.000 SYS | 39.60000 381704.40| 41.50000 400018.50| 45.68000 440309.52
QC/QA-PCCP, 10 IN | | |
0053 503-05240 4948.000 LFT | 9.50000 47006.00| 8.50000 42058.00| 15.60000 77188.80
D-1 CONTRACTION JOINT | | |
0054 503-05310 115.000 LFT | 100.00000 11500.00| 120.00000 13800.00| 145.78000 16764.70
TERMINAL JOINT | | |
0055 601-01522 4.000 EACH | 2200.00000 8800.00| 1900.00000 7600.00| 1900.00000 7600.00
GUARDRAIL TRANSITION TYPE TGB | | |
0056 601-01848 2.000 EACH | 1875.00000 3750.00| 1800.00000 3600.00| 1800.00000 3600.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 5 | | |
0057 601-02241 2145.000 LFT | 3.25000 6971.25| 3.40000 7293.00| 3.40000 7293.00
GUARDRAIL, REMOVE | | |
0058 601-05585 4.000 EACH | 2200.00000 8800.00| 1800.00000 7200.00| 1800.00000 7200.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 8 | | |
0059 601-06854 2.000 EACH | 2800.00000 5600.00| 2200.00000 4400.00| 2200.00000 4400.00
GUARDRAIL, W-BEAM, NESTED | | |
0060 601-94689 2.000 EACH | 2500.00000 5000.00| 2300.00000 4600.00| 2300.00000 4600.00
GUARDRAIL END TREATMENT, OS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 650 -13
TABULATION OF BIDS
CALL ORDER : 650 CONTRACT ID : B -30526-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 38-1456833 |( 5 ) 35-0918397 |( 6 ) 36-2231526
|C A HULL COMPANY INC |RIETH RILEY CONSTRUCTION |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 601-99105 1300.000 LFT | 18.00000 23400.00| 17.00000 22100.00| 17.00000 22100.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0062 601-99123 4.000 EACH | 2900.00000 11600.00| 2400.00000 9600.00| 2400.00000 9600.00
GUARDRAIL TRANSITION, GP | | |
0063 601-99132 4.000 EACH | 75.00000 300.00| 100.00000 400.00| 100.00000 400.00
GUARDRAIL TRANSITION, VH, 6FT-3 IN | | |
SPACING | | |
0064 602-06729 22.000 EACH | 5.00000 110.00| 11.00000 242.00| 13.05000 287.10
BARRIER DELINEATOR | | |
0065 602-08605 87.000 LFT | 79.00000 6873.00| 100.00000 8700.00| 92.53000 8050.11
CONCRETE BARRIER, 33 IN | | |
0066 605-02278 1852.000 LFT | 4.00000 7408.00| 1.00000 1852.00| 4.06000 7519.12
CURB, CONCRETE, REMOVE | | |
0067 605-06095 2463.000 LFT | 11.00000 27093.00| 10.50000 25861.50| 12.48000 30738.24
CURB, INTEGRAL, B, CONCRETE | | |
0068 605-06215 836.000 LFT | 36.00000 30096.00| 24.50000 20482.00| 57.85000 48362.60
CENTER CURB, D, CONCRETE | | |
0069 606-07484 382.000 LFT | 1.00000 382.00| 5.00000 1910.00| 12.00000 4584.00
MILLED HMA SHOULDER CORRUGATIONS | | |
0070 609-06259 662.600 SYS | 71.00000 47044.60| 80.00000 53008.00| 69.27000 45898.30
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0071 610-07487 41.000 TON | 70.00000 2870.00| 70.00000 2870.00| 134.96000 5533.36
HMA FOR APPROACHES, TYPE B | | |
0072 610-08446 817.000 SYS | 40.00000 32680.00| 32.00000 26144.00| 46.46000 37957.82
PCCP FOR APPROACHES, 6 IN | | |
0073 610-09108 227.000 SYS | 46.00000 10442.00| 40.00000 9080.00| 61.02000 13851.54
PCCP FOR APPROACHES, 9 IN | | |
0074 611-06497 8.000 EACH | 170.00000 1360.00| 200.00000 1600.00| 200.00000 1600.00
MAILBOX ASSEMBLY, SINGLE | | |
0075 611-06498 3.000 EACH | 275.00000 825.00| 225.00000 675.00| 225.00000 675.00
MAILBOX ASSEMBLY, DOUBLE | | |
0076 615-06520 1.000 EACH | 1000.00000 1000.00| 900.00000 900.00| 900.00000 900.00
MONUMENT, RE-ESTABLISH | | |
0077 616-02320 260.000 SYS | 2.00000 520.00| 3.00000 780.00| 4.38000 1138.80
GEOTEXTILES | | |
0078 616-06405 43.000 TON | 60.00000 2580.00| 80.00000 3440.00| 48.64000 2091.52
RIPRAP, REVETMENT | | |
0079 616-51367 1056.000 SYS | 60.00000 63360.00| 48.00000 50688.00| 54.62000 57678.72
SLOPEWALL, CONCRETE, 4 IN | | |
0080 621-01004 1.000 EACH | 450.00000 450.00| 450.00000 450.00| 450.00000 450.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 650 -14
TABULATION OF BIDS
CALL ORDER : 650 CONTRACT ID : B -30526-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 38-1456833 |( 5 ) 35-0918397 |( 6 ) 36-2231526
|C A HULL COMPANY INC |RIETH RILEY CONSTRUCTION |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 621-02770 385.000 SYS | 2.40000 924.00| 2.50000 962.50| 2.40000 924.00
EROSION CONTROL BLANKET | | |
0082 621-06545 1.000 TON | 800.00000 800.00| 800.00000 800.00| 800.00000 800.00
FERTILIZER | | |
0083 621-06554 224.000 LBS | 4.77000 1068.48| 7.00000 1568.00| 4.77000 1068.48
SEED MIXTURE, U | | |
0084 621-06557 120.000 LBS | 3.00000 360.00| 5.50000 660.00| 3.00000 360.00
SEED MIXTURE, T | | |
0085 621-06565 5.000 TON | 700.00000 3500.00| 320.00000 1600.00| 700.00000 3500.00
MULCHING MATERIAL | | |
0086 621-06567 0.500 kGAL | 250.00000 125.00| 10.00000 5.00| 500.00000 250.00
WATER | | |
0087 621-06574 131.000 SYS | 4.44000 581.64| 15.00000 1965.00| 4.44000 581.64
SODDING | | |
0088 628-09401 6.000 MOS | 1000.00000 6000.00| 1900.00000 11400.00| 2888.33000 17329.98
FIELD OFFICE, A | | |
0089 701-06011 1.000 EACH | 2500.00000 2500.00| 1000.00000 1000.00| 3626.29000 3626.29
DYNAMIC PILE LOAD TEST | | |
0090 701-06027 1.000 EACH | 2500.00000 2500.00| 1000.00000 1000.00| 3626.29000 3626.29
TEST PILE , RESTRIKE, 14 IN. | | |
0091 701-09557 55.500 LFT | 40.00000 2220.00| 55.00000 3052.50| 45.45000 2522.48
TEST PILE, DYNAMIC, PRODUCTION | | |
0092 701-09663 5426.000 LFT | 40.00000 217040.00| 49.00000 265874.00| 34.15000 185297.90
PILE, STEEL PIPE, 0.312 IN, 14 IN | | |
0093 701-09679 92.000 EACH | 325.00000 29900.00| 225.00000 20700.00| 381.33000 35082.36
CONICAL PILE TIP, 14 IN | | |
0094 702-51005 684.200 CYS | 450.00000 307890.00| 325.00000 222365.00| 455.00000 311311.00
CONCRETE, A, SUBSTRUCTURE | | |
0095 702-51015 446.500 CYS | 300.00000 133950.00| 200.00000 89300.00| 285.00000 127252.50
CONCRETE, B, FOOTINGS | | |
0096 703-06028 54137.000 LBS | 0.80000 43309.60| 0.76000 41144.12| 0.60000 32482.20
REINFORCING BARS | | |
0097 703-06029 226599.000 LBS | 0.90000 203939.10| 0.84000 190343.16| 0.67000 151821.33
REINFORCING BARS, EPOXY COATED | | |
0098 704-51002 521.600 CYS | 650.00000 339040.00| 500.00000 260800.00| 580.00000 302528.00
CONCRETE, C, SUPERSTRUCTURE | | |
0099 706-05732 4.000 EACH | 1300.00000 5200.00| 1200.00000 4800.00| 2468.02000 9872.08
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0100 706-51020 79.800 CYS | 405.00000 32319.00| 450.00000 35910.00| 247.91000 19783.22
CONCRETE, C, RAILING | | |
0101 707-05984 1741.250 LFT | 155.00000 269893.75| 175.00000 304718.75| 230.00000 400487.50
STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | |
45" X 16" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 650 -15
TABULATION OF BIDS
CALL ORDER : 650 CONTRACT ID : B -30526-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 38-1456833 |( 5 ) 35-0918397 |( 6 ) 36-2231526
|C A HULL COMPANY INC |RIETH RILEY CONSTRUCTION |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0102 709-51821 LUMP | 16132.80000 16132.80| 15750.00000 15750.00| 15750.00000 15750.00
SURFACE SEAL | | |
0103 715-05048 4341.000 LFT | 6.00000 26046.00| 8.00000 34728.00| 3.62000 15714.42
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0104 715-05053 29.000 LFT | 40.00000 1160.00| 12.00000 348.00| 21.12000 612.48
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0105 715-05149 606.000 LFT | 27.00000 16362.00| 23.00000 13938.00| 26.12000 15828.72
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0106 715-05151 616.000 LFT | 30.00000 18480.00| 25.00000 15400.00| 26.43000 16280.88
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0107 715-05152 56.000 LFT | 32.00000 1792.00| 32.00000 1792.00| 34.20000 1915.20
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0108 715-05154 175.000 LFT | 44.00000 7700.00| 37.00000 6475.00| 39.89000 6980.75
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0109 715-05173 51.000 LFT | 44.00000 2244.00| 40.00000 2040.00| 36.67000 1870.17
PIPE, TYPE 3, CIRCULAR, 24 IN | | |
0110 715-05407 187.000 LFT | 12.00000 2244.00| 7.00000 1309.00| 10.38000 1941.06
PIPE, END BENT DRAIN, 6 IN | | |
0111 715-09064 1547.000 LFT | 1.75000 2707.25| 1.00000 1547.00| 1.65000 2552.55
VIDEO INSPECTION FOR PIPE | | |
0112 715-46000 1.000 EACH | 350.00000 350.00| 750.00000 750.00| 437.56000 437.56
PIPE END SECTION, 12 IN | | |
0113 715-46005 3.000 EACH | 350.00000 1050.00| 790.00000 2370.00| 359.92000 1079.76
PIPE END SECTION, 15 IN | | |
0114 715-46010 1.000 EACH | 400.00000 400.00| 820.00000 820.00| 472.56000 472.56
PIPE END SECTION, 18 IN | | |
0115 715-46020 3.000 EACH | 600.00000 1800.00| 900.00000 2700.00| 431.92000 1295.76
PIPE END SECTION, 24 IN | | |
0116 718-06529 2.000 EACH | 500.00000 1000.00| 120.00000 240.00| 810.73000 1621.46
OUTLET PROTECTOR, 2 | | |
0117 718-06532 3000.000 LFT | 1.00000 3000.00| 1.00000 3000.00| 0.90000 2700.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0118 718-52610 391.000 CYS | 40.00000 15640.00| 10.00000 3910.00| 39.38000 15397.58
AGGREGATE FOR UNDERDRAINS | | |
0119 718-99153 3936.000 SYS | 1.50000 5904.00| 2.00000 7872.00| 1.21000 4762.56
GEOTEXTILES FOR UNDERDRAIN | | |
0120 720-01092 1.000 EACH | 3000.00000 3000.00| 3500.00000 3500.00| 3115.12000 3115.12
MANHOLE, J15, MODIFIED | | |
0121 720-45040 6.000 EACH | 1750.00000 10500.00| 3335.00000 20010.00| 1627.69000 9766.14
INLET, G7 | | |
0122 720-45410 5.000 EACH | 1750.00000 8750.00| 1820.00000 9100.00| 2282.94000 11414.70
MANHOLE, C4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 650 -16
TABULATION OF BIDS
CALL ORDER : 650 CONTRACT ID : B -30526-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 38-1456833 |( 5 ) 35-0918397 |( 6 ) 36-2231526
|C A HULL COMPANY INC |RIETH RILEY CONSTRUCTION |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0123 720-98174 11.000 EACH | 1750.00000 19250.00| 2500.00000 27500.00| 2061.67000 22678.37
INLET, B15 | | |
0124 720-98555 9.000 EACH | 1750.00000 15750.00| 2600.00000 23400.00| 2066.85000 18601.65
INLET, C15 | | |
0125 724-51925 119.000 LFT | 175.00000 20825.00| 160.00000 19040.00| 144.17000 17156.23
STRUCTURAL EXPANSION JOINT, SS | | |
0126 801-03290 8.000 EACH | 220.00000 1760.00| 170.00000 1360.00| 134.00000 1072.00
CONSTRUCTION SIGN, C | | |
0127 801-04308 5.000 EACH | 345.00000 1725.00| 205.00000 1025.00| 191.00000 955.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0128 801-06207 6354.000 LFT | 0.92000 5845.68| 0.80000 5083.20| 0.89000 5655.06
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0129 801-06625 33.000 EACH | 91.00000 3003.00| 49.00000 1617.00| 93.00000 3069.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0130 801-06640 28.000 EACH | 135.00000 3780.00| 149.00000 4172.00| 118.00000 3304.00
CONSTRUCTION SIGN, A | | |
0131 801-06645 14.000 EACH | 46.00000 644.00| 40.00000 560.00| 39.00000 546.00
CONSTRUCTION SIGN, B | | |
0132 801-06710 180.000 DAY | 9.35000 1683.00| 10.00000 1800.00| 8.00000 1440.00
FLASHING ARROW SIGN | | |
0133 801-06775 LUMP | 2995.00000 2995.00| 26000.00000 26000.00| 70000.00000 70000.00
MAINTAINING TRAFFIC | | |
0134 801-07118 192.000 LFT | 9.25000 1776.00| 12.00000 2304.00| 10.70000 2054.40
BARRICADE, III-A | | |
0135 801-07119 48.000 LFT | 10.55000 506.40| 12.00000 576.00| 11.10000 532.80
BARRICADE, III-B | | |
0136 801-08401 1862.000 LFT | 15.00000 27930.00| 2.00000 3724.00| 19.29000 35917.98
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0137 801-08508 1140.000 LFT | 17.00000 19380.00| 2.20000 2508.00| 24.47000 27895.80
TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | |
0138 802-05701 91.000 LFT | 12.00000 1092.00| 9.15000 832.65| 12.00000 1092.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0139 802-09838 41.000 SFT | 25.00000 1025.00| 16.50000 676.50| 25.00000 1025.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0140 808-03002 4449.000 LFT | 0.38000 1690.62| 0.01000 44.49| 0.01000 44.49
LINE, EPOXY, BROKEN, WHITE, 4 IN | | |
0141 808-03631 4501.000 LFT | 0.38000 1710.38| 0.32000 1440.32| 0.43000 1935.43
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0142 808-03632 4500.000 LFT | 0.38000 1710.00| 0.32000 1440.00| 0.43000 1935.00
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 650 -17
TABULATION OF BIDS
CALL ORDER : 650 CONTRACT ID : B -30526-A COUNTIES : ST. JOSEPH
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 38-1456833 |( 5 ) 35-0918397 |( 6 ) 36-2231526
|C A HULL COMPANY INC |RIETH RILEY CONSTRUCTION |WALSH CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0143 808-74807 2.000 EACH | 125.00000 250.00| 150.00000 300.00| 199.66000 399.32
PAVEMENT MESSAGE MARKING, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0144 808-74808 2.000 EACH | 165.00000 330.00| 200.00000 400.00| 266.21000 532.42
PAVEMENT MESSAGE MARKING, EPOXY, (ONLY) | | |
SECTION TOTALS | $ 3,548,091.65| $ 3,588,857.39| $ 3,972,602.76
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,548,091.65| $ 3,588,857.39| $ 3,972,602.76
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 660 -1
VENDOR RANKING
CALL ORDER : 660 CONTRACT ID : B -30877-A COUNTIES : ALLEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 11/30/10
LOCATION : ON MONROEVILLE ROAD OVER HOFFMAN-LEPPER DITCH, 200 LFT PROJECT(S) : 0500070
WEST OF HOUK ROAD
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1057237 R L MCCOY INC $ 421,798.05 100.0000%
2 35-1817530 PIONEER ASSOCIATES INC $ 467,922.86 110.9353%
3 35-1374866 PRIMCO INC $ 474,323.12 112.4527%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 660 -2
TABULATION OF BIDS
CALL ORDER : 660 CONTRACT ID : B -30877-A COUNTIES : ALLEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1817530 |( 3 ) 35-1374866
|R L MCCOY INC |PIONEER ASSOCIATES INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 2300.00000 2300.00| 3200.00000 3200.00| 7000.00000 7000.00
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 | 21050.00000 21050.00| 23587.71000 23587.71| 23716.15000 23716.15
MOBILIZATION AND DEMOBILIZATION | | |
0008 201-52370 LUMP | 4200.00000 4200.00| 4700.00000 4700.00| 4743.23000 4743.23
CLEARING RIGHT OF WAY | | |
0009 202-02240 577.000 SYS | 7.00000 4039.00| 23.75000 13703.75| 17.00000 9809.00
PAVEMENT REMOVAL | | |
0010 202-51330 LUMP | 48000.00000 48000.00| 17500.00000 17500.00| 69647.38000 69647.38
PRESENT STRUCTURE, REMOVE | | |
0011 203-02000 240.000 CYS | 45.00000 10800.00| 13.25000 3180.00| 25.00000 6000.00
EXCAVATION, COMMON | | |
0012 203-51223 100.000 CYS | 46.00000 4600.00| 25.00000 2500.00| 37.00000 3700.00
EXCAVATION, WATERWAY | | |
0013 205-06931 8.000 TON | 100.00000 800.00| 100.00000 800.00| 90.00000 720.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0014 205-06934 0.430 TON | 798.00000 343.14| 798.00000 343.14| 750.00000 322.50
TEMPORARY MULCHING | | |
0015 205-06937 450.000 LFT | 2.48000 1116.00| 4.40000 1980.00| 2.55000 1147.50
TEMPORARY SILT FENCE | | |
0016 205-09543 100.000 TON | 23.00000 2300.00| 25.50000 2550.00| 15.00000 1500.00
NO 2 STONE | | |
0017 206-51225 45.000 CYS | 37.00000 1665.00| 25.00000 1125.00| 24.00000 1080.00
EXCAVATION, DRY | | |
0018 207-08263 1056.000 SYS | 14.50000 15312.00| 19.50000 20592.00| 15.00000 15840.00
SUBGRADE TREATMENT, TYPE IA | | |
0019 211-09264 3.000 CYS | 140.00000 420.00| 125.00000 375.00| 150.00000 450.00
STRUCTURAL BACKFILL, TYPE 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 660 -3
TABULATION OF BIDS
CALL ORDER : 660 CONTRACT ID : B -30877-A COUNTIES : ALLEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1817530 |( 3 ) 35-1374866
|R L MCCOY INC |PIONEER ASSOCIATES INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 211-09267 20.000 CYS | 130.00000 2600.00| 100.00000 2000.00| 115.00000 2300.00
STRUCTURAL BACKFILL, TYPE 4 | | |
0021 301-07448 70.000 TON | 18.00000 1260.00| 25.65000 1795.50| 20.00000 1400.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 302-07455 42.000 CYS | 72.00000 3024.00| 45.00000 1890.00| 80.00000 3360.00
DENSE GRADED SUBBASE | | |
0023 303-01180 168.000 TON | 31.00000 5208.00| 23.00000 3864.00| 15.00000 2520.00
COMPACTED AGGREGATE, NO. 53 | | |
0024 402-07433 80.000 TON | 63.00000 5040.00| 63.00000 5040.00| 100.00000 8000.00
HMA SURFACE, TYPE B | | |
0025 402-07438 133.000 TON | 46.00000 6118.00| 46.00000 6118.00| 60.00000 7980.00
HMA INTERMEDIATE, TYPE B | | |
0026 402-07441 324.000 TON | 41.00000 13284.00| 41.00000 13284.00| 60.00000 19440.00
HMA BASE, TYPE B | | |
0027 406-05521 1938.000 SYS | 0.05000 96.90| 0.05000 96.90| 0.01000 19.38
ASPHALT FOR TACK COAT | | |
0028 601-01522 4.000 EACH | 2150.00000 8600.00| 1840.00000 7360.00| 2150.00000 8600.00
GUARDRAIL TRANSITION TYPE TGB | | |
0029 601-94689 4.000 EACH | 2425.00000 9700.00| 2355.00000 9420.00| 3555.40000 14221.60
GUARDRAIL END TREATMENT, OS | | |
0030 601-99105 244.000 LFT | 16.25000 3965.00| 18.00000 4392.00| 16.25000 3965.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0031 602-06729 10.000 EACH | 13.00000 130.00| 10.00000 100.00| 12.00000 120.00
BARRIER DELINEATOR | | |
0032 609-06259 242.000 SYS | 93.00000 22506.00| 90.00000 21780.00| 100.00000 24200.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0033 615-06530 1.000 EACH | 975.00000 975.00| 1080.00000 1080.00| 975.00000 975.00
BENCH MARK POST | | |
0034 616-02320 863.000 SYS | 2.10000 1812.30| 3.45000 2977.35| 2.50000 2157.50
GEOTEXTILES | | |
0035 616-05688 795.000 TON | 48.00000 38160.00| 61.00000 48495.00| 40.00000 31800.00
RIPRAP, CLASS 1 | | |
0036 621-01004 2.000 EACH | 525.00000 1050.00| 525.00000 1050.00| 350.00000 700.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0037 621-06557 26.000 LBS | 19.90000 517.40| 19.90000 517.40| 10.00000 260.00
SEED MIXTURE, T | | |
0038 621-06559 447.000 SYS | 2.02000 902.94| 2.02000 902.94| 3.50000 1564.50
MULCHED SEEDING, R | | |
0039 621-06575 378.000 SYS | 6.04000 2283.12| 6.04000 2283.12| 6.50000 2457.00
SODDING, NURSERY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 660 -4
TABULATION OF BIDS
CALL ORDER : 660 CONTRACT ID : B -30877-A COUNTIES : ALLEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1817530 |( 3 ) 35-1374866
|R L MCCOY INC |PIONEER ASSOCIATES INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 622-52436 4.000 EACH | 40.00000 160.00| 40.00000 160.00| 40.00000 160.00
SIGN, DO NOT MOW OR SPRAY | | |
0041 628-09401 9.000 MOS | 1700.00000 15300.00| 2160.00000 19440.00| 2500.00000 22500.00
FIELD OFFICE, A | | |
0042 701-09662 714.000 LFT | 35.00000 24990.00| 55.00000 39270.00| 40.00000 28560.00
PILE, STEEL PIPE, 0.250 IN, 14 IN | | |
0043 701-09679 14.000 EACH | 300.00000 4200.00| 325.00000 4550.00| 250.00000 3500.00
CONICAL PILE TIP, 14 IN | | |
0044 703-06028 4803.000 LBS | 0.75000 3602.25| 1.05000 5043.15| 1.00000 4803.00
REINFORCING BARS | | |
0045 703-06029 35138.000 LBS | 0.80000 28110.40| 1.05000 36894.90| 1.06000 37246.28
REINFORCING BARS, EPOXY COATED | | |
0046 704-51002 141.900 CYS | 540.00000 76626.00| 750.00000 106425.00| 475.00000 67402.50
CONCRETE, C, SUPERSTRUCTURE | | |
0047 706-05732 4.000 EACH | 1500.00000 6000.00| 1500.00000 6000.00| 1200.00000 4800.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0048 706-51020 8.000 CYS | 770.00000 6160.00| 740.00000 5920.00| 800.00000 6400.00
CONCRETE, C, RAILING | | |
0049 709-51821 LUMP | 2850.00000 2850.00| 3120.00000 3120.00| 2500.00000 2500.00
SURFACE SEAL | | |
0050 715-05119 16.000 LFT | 40.00000 640.00| 39.00000 624.00| 40.00000 640.00
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0051 715-05595 4.000 LFT | 84.00000 336.00| 25.00000 100.00| 70.00000 280.00
PIPE EXTENSION, CIRCULAR, 15 IN | | |
0052 715-46005 1.000 EACH | 360.00000 360.00| 250.00000 250.00| 350.00000 350.00
PIPE END SECTION, 15 IN | | |
0053 720-04682 1.000 EACH | 920.00000 920.00| 1200.00000 1200.00| 1400.00000 1400.00
INLET , 1A | | |
0054 801-03290 2.000 EACH | 128.00000 256.00| 159.00000 318.00| 128.00000 256.00
CONSTRUCTION SIGN, C | | |
0055 801-04308 3.000 EACH | 270.00000 810.00| 175.00000 525.00| 270.00000 810.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0056 801-06625 16.000 EACH | 79.00000 1264.00| 85.00000 1360.00| 79.00000 1264.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0057 801-06640 13.000 EACH | 87.00000 1131.00| 120.00000 1560.00| 87.00000 1131.00
CONSTRUCTION SIGN, A | | |
0058 801-06645 2.000 EACH | 45.00000 90.00| 65.00000 130.00| 45.00000 90.00
CONSTRUCTION SIGN, B | | |
0059 801-06775 LUMP | 500.00000 500.00| 1200.00000 1200.00| 5200.00000 5200.00
MAINTAINING TRAFFIC | | |
0060 801-07118 48.000 LFT | 8.80000 422.40| 10.00000 480.00| 8.80000 422.40
BARRICADE, III-A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 660 -5
TABULATION OF BIDS
CALL ORDER : 660 CONTRACT ID : B -30877-A COUNTIES : ALLEN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1817530 |( 3 ) 35-1374866
|R L MCCOY INC |PIONEER ASSOCIATES INC |PRIMCO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 801-07119 24.000 LFT | 11.30000 271.20| 11.00000 264.00| 11.30000 271.20
BARRICADE, III-B | | |
0062 802-07060 1.000 EACH | 200.00000 200.00| 85.00000 85.00| 200.00000 200.00
SIGN, SHEET, RELOCATE | | |
0063 808-03631 810.000 LFT | 2.00000 1620.00| 2.00000 1620.00| 2.00000 1620.00
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0064 808-03632 300.000 LFT | 2.00000 600.00| 2.00000 600.00| 2.00000 600.00
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0065 808-04896 98.000 LFT | 2.00000 196.00| 2.00000 196.00| 2.00000 196.00
LINE, EPOXY, BROKEN, YELLOW, 4 IN | | |
SECTION TOTALS | $ 421,798.05| $ 467,922.86| $ 474,323.12
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 421,798.05| $ 467,922.86| $ 474,323.12
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 670 -1
VENDOR RANKING
CALL ORDER : 670 CONTRACT ID : B -30882-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : BRIDGE REHABILITATION OR REPAIR COMPLETION DATE : 06/30/11
LOCATION : ON SR 49 OVER NICTD RAILROAD AND CALUMET BIKE TRAIL PROJECT(S) : 0201039
AND ON SR 49 OVER US 12 0800223
1005306
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1106884 ELLAS CONSTRUCTION COMPANY INC $ 3,284,686.02 100.0000%
2 36-2231526 WALSH CONSTRUCTION COMPANY $ 3,480,049.32 105.9477%
3 35-1035114 SUPERIOR CONSTRUCTION CO $ 3,792,106.22 115.4481%
4 26-3919039 TONN AND BLANK CONSTRUCTION LLC $ 4,389,581.56 133.6378%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 670 -2
TABULATION OF BIDS
CALL ORDER : 670 CONTRACT ID : B -30882-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 36-2231526 |( 3 ) 35-1035114
|ELLAS CONSTRUCTION COMPANY I |WALSH CONSTRUCTION COMPANY |SUPERIOR CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 24900.00000 24900.00| 297211.53000 297211.53| 75000.00000 75000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 4.000 EACH | 150.00000 600.00| 150.00000 600.00| 150.00000 600.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 56.000 MOS | 100.00000 5600.00| 80.00000 4480.00| 150.00000 8400.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 162500.00000 162500.00| 174000.00000 174000.00| 175000.00000 175000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 113-01614 LUMP | 10250.00000 10250.00| 5000.00000 5000.00| 10250.00000 10250.00
PARTNERING OVERHEAD | | |
0013 201-52370 LUMP | 32000.00000 32000.00| 34000.00000 34000.00| 25000.00000 25000.00
CLEARING RIGHT OF WAY | | |
0014 202-02240 2892.000 SYS | 13.00000 37596.00| 7.13000 20619.96| 12.00000 34704.00
PAVEMENT REMOVAL | | |
0015 202-03135 185.000 SFT | 50.00000 9250.00| 10.00000 1850.00| 100.00000 18500.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0016 202-51328 LUMP | 390000.00000 390000.00| 125000.00000 125000.00| 400000.00000 400000.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR NO 049-64-01028 | | |
0017 202-51330 LUMP | 215000.00000 215000.00| 100000.00000 100000.00| 300000.00000 300000.00
PRESENT STRUCTURE, REMOVE , STR NO | | |
049-64-09561 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 670 -3
TABULATION OF BIDS
CALL ORDER : 670 CONTRACT ID : B -30882-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 36-2231526 |( 3 ) 35-1035114
|ELLAS CONSTRUCTION COMPANY I |WALSH CONSTRUCTION COMPANY |SUPERIOR CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02000 7828.000 CYS | 14.00000 109592.00| 10.46000 81880.88| 13.00000 101764.00
EXCAVATION, COMMON | | |
0019 205-03371 10.000 CYS | 150.00000 1500.00| 116.50000 1165.00| 17.00000 170.00
SEDIMENT, REMOVE | | |
0020 205-06936 18.000 TON | 100.00000 1800.00| 96.99000 1745.82| 70.00000 1260.00
TEMPORARY SEDIMENT TRAP | | |
0021 205-06937 2953.000 LFT | 1.92000 5669.76| 3.39000 10010.67| 1.92000 5669.76
TEMPORARY SILT FENCE | | |
0022 205-09543 100.000 TON | 31.10000 3110.00| 65.36000 6536.00| 20.00000 2000.00
NO 2 STONE | | |
0023 206-04301 420.000 SFT | 33.00000 13860.00| 30.91000 12982.20| 34.00000 14280.00
SHEET PILING, STEEL, S=18.1 | | |
0024 207-08263 3599.000 SYS | 11.45000 41208.55| 7.50000 26992.50| 9.00000 32391.00
SUBGRADE TREATMENT, TYPE IA | | |
0025 211-02050 2523.000 CYS | 25.60000 64588.80| 0.02000 50.46| 20.00000 50460.00
B BORROW | | |
0026 211-06467 62.000 CYS | 60.00000 3720.00| 68.43000 4242.66| 45.00000 2790.00
AGGREGATE FOR END BENT BACKFILL | | |
0027 211-09264 63.000 CYS | 25.60000 1612.80| 0.02000 1.26| 15.00000 945.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0028 211-09266 1866.000 CYS | 25.60000 47769.60| 12.94000 24146.04| 20.00000 37320.00
STRUCTURAL BACKFILL, TYPE 3 | | |
0029 301-07448 1554.600 TON | 21.25000 33035.25| 22.94000 35662.52| 25.00000 38865.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0030 302-07455 62.200 CYS | 42.50000 2643.50| 57.09000 3551.00| 45.00000 2799.00
DENSE GRADED SUBBASE | | |
0031 303-01180 136.000 TON | 21.25000 2890.00| 28.06000 3816.16| 45.00000 6120.00
COMPACTED AGGREGATE, NO. 53 | | |
0032 306-08034 5369.000 SYS | 3.75000 20133.75| 1.33000 7140.77| 1.75000 9395.75
MILLING, ASPHALT, 1 1/2 IN | | |
0033 402-07432 360.600 TON | 88.00000 31732.80| 88.00000 31732.80| 88.00000 31732.80
HMA SURFACE, TYPE A | | |
0034 402-07434 343.700 TON | 90.00000 30933.00| 90.00000 30933.00| 90.00000 30933.00
HMA SURFACE, TYPE C | | |
0035 402-07435 502.000 TON | 75.00000 37650.00| 75.00000 37650.00| 75.00000 37650.00
HMA INTERMEDIATE, TYPE A | | |
0036 402-07439 315.100 TON | 80.00000 25208.00| 80.00000 25208.00| 80.00000 25208.00
HMA INTERMEDIATE, TYPE C | | |
0037 402-07442 203.900 TON | 75.00000 15292.50| 75.00000 15292.50| 75.00000 15292.50
HMA BASE, TYPE C | | |
0038 402-07453 14.700 TON | 188.00000 2763.60| 188.00000 2763.60| 188.00000 2763.60
HMA FOR TEMPORARY PAVEMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 670 -4
TABULATION OF BIDS
CALL ORDER : 670 CONTRACT ID : B -30882-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 36-2231526 |( 3 ) 35-1035114
|ELLAS CONSTRUCTION COMPANY I |WALSH CONSTRUCTION COMPANY |SUPERIOR CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 406-05520 3.300 TON | 1500.00000 4950.00| 1500.00000 4950.00| 1500.00000 4950.00
ASPHALT FOR TACK COAT | | |
0040 601-01522 5.000 EACH | 1880.00000 9400.00| 1880.00000 9400.00| 1880.00000 9400.00
GUARDRAIL TRANSITION TYPE TGB | | |
0041 601-02024 3.000 EACH | 1995.00000 5985.00| 1995.00000 5985.00| 1995.00000 5985.00
GUARDRAIL TRANSITION, TGB, MODIFIED , | | |
TYPE 1 | | |
0042 601-02024 4.000 EACH | 2810.00000 11240.00| 2810.00000 11240.00| 2810.00000 11240.00
GUARDRAIL TRANSITION, TGB, MODIFIED , | | |
TYPE 2 | | |
0043 601-94689 8.000 EACH | 2380.00000 19040.00| 2380.00000 19040.00| 2380.00000 19040.00
GUARDRAIL END TREATMENT, OS | | |
0044 601-95344 370.000 LFT | 175.00000 64750.00| 175.00000 64750.00| 169.29000 62637.30
HANDRAIL, PEDESTRIAN | | |
0045 601-99105 550.000 LFT | 17.80000 9790.00| 17.80000 9790.00| 17.80000 9790.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0046 601-99105 388.100 LFT | 27.00000 10478.70| 27.00000 10478.70| 27.00000 10478.70
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING , | | |
MODIFIED | | |
0047 601-99106 50.600 LFT | 36.00000 1821.60| 36.00000 1821.60| 36.00000 1821.60
GUARDRAIL, W BEAM, 3 FT 1.5 IN SPACING | | |
0048 602-06729 30.000 EACH | 14.00000 420.00| 15.00000 450.00| 14.00000 420.00
BARRIER DELINEATOR | | |
0049 605-06121 126.200 LFT | 24.00000 3028.80| 34.14000 4308.47| 25.00000 3155.00
CURB, CONCRETE, B | | |
0050 607-06335 202.000 LFT | 23.25000 4696.50| 25.88000 5227.76| 28.00000 5656.00
PAVED SIDE DITCH, A | | |
0051 609-06259 382.600 SYS | 69.00000 26399.40| 95.58000 36568.91| 89.00000 34051.40
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0052 615-06505 4.000 EACH | 780.00000 3120.00| 633.00000 2532.00| 350.00000 1400.00
MONUMENT, B | | |
0053 616-02320 447.200 SYS | 2.50000 1118.00| 5.13000 2294.14| 2.25000 1006.20
GEOTEXTILES | | |
0054 616-06405 211.100 TON | 49.90000 10533.89| 45.63000 9632.49| 49.00000 10343.90
RIPRAP, REVETMENT | | |
0055 621-01004 6.000 EACH | 375.00000 2250.00| 375.00000 2250.00| 375.00000 2250.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0056 621-02770 1965.000 SYS | 1.56000 3065.40| 1.56000 3065.40| 1.56000 3065.40
EROSION CONTROL BLANKET | | |
0057 621-06545 0.700 TON | 1190.00000 833.00| 1190.00000 833.00| 1190.00000 833.00
FERTILIZER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 670 -5
TABULATION OF BIDS
CALL ORDER : 670 CONTRACT ID : B -30882-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 36-2231526 |( 3 ) 35-1035114
|ELLAS CONSTRUCTION COMPANY I |WALSH CONSTRUCTION COMPANY |SUPERIOR CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 621-06554 243.000 LBS | 8.14000 1978.02| 8.14000 1978.02| 8.14000 1978.02
SEED MIXTURE, U | | |
0059 621-06557 138.000 LBS | 7.45000 1028.10| 7.45000 1028.10| 7.45000 1028.10
SEED MIXTURE, T | | |
0060 621-06560 636.000 SYS | 1.44000 915.84| 1.44000 915.84| 1.44000 915.84
MULCHED SEEDING, U | | |
0061 621-06565 5.100 TON | 410.00000 2091.00| 410.00000 2091.00| 410.00000 2091.00
MULCHING MATERIAL | | |
0062 621-06567 0.200 kGAL | 20.00000 4.00| 20.00000 4.00| 20.00000 4.00
WATER | | |
0063 621-06574 91.000 SYS | 27.80000 2529.80| 27.80000 2529.80| 27.80000 2529.80
SODDING | | |
0064 628-09401 14.000 MOS | 2500.00000 35000.00| 2305.71000 32279.94| 1250.00000 17500.00
FIELD OFFICE, A | | |
0065 628-09407 42.000 MOS | 210.00000 8820.00| 214.29000 9000.18| 75.00000 3150.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 EACH | | |
0066 701-08253 14.000 EACH | 350.00000 4900.00| 361.23000 5057.22| 775.00000 10850.00
PILE SLEEVES | | |
0067 701-09558 158.000 LFT | 67.00000 10586.00| 35.17000 5556.86| 62.00000 9796.00
TEST PILE, INDICATOR, PRODUCTION | | |
0068 701-09560 2.000 EACH | 3700.00000 7400.00| 1163.56000 2327.12| 975.00000 1950.00
TEST PILE, INDICATOR, RESTRIKE | | |
0069 701-09663 828.000 LFT | 66.60000 55144.80| 53.29000 44124.12| 50.00000 41400.00
PILE, STEEL PIPE, 0.312 IN, 14 IN | | |
0070 701-09679 14.000 EACH | 200.00000 2800.00| 250.00000 3500.00| 285.00000 3990.00
CONICAL PILE TIP, 14 IN | | |
0071 702-51005 158.000 CYS | 650.00000 102700.00| 805.00000 127190.00| 850.00000 134300.00
CONCRETE, A, SUBSTRUCTURE | | |
0072 702-51005 133.000 CYS | 900.00000 119700.00| 875.00000 116375.00| 720.00000 95760.00
CONCRETE, A, SUBSTRUCTURE , MONUMENT | | |
WALLS | | |
0073 702-51863 798.000 EACH | 10.00000 7980.00| 14.02000 11187.96| 10.00000 7980.00
FIELD DRILLED HOLE IN CONCRETE | | |
0074 702-92857 29.100 CYS | 650.00000 18915.00| 750.00000 21825.00| 1050.00000 30555.00
CONCRETE, C, SUBSTRUCTURE | | |
0075 703-06028 6760.000 LBS | 0.93000 6286.80| 0.73000 4934.80| 0.94000 6354.40
REINFORCING BARS , FOR MONUMENT WALLS | | |
AND LEAD IN RAILS | | |
0076 703-06029 131253.000 LBS | 1.03000 135190.59| 0.80000 105002.40| 1.06000 139128.18
REINFORCING BARS, EPOXY COATED | | |
0077 703-06029 11810.000 LBS | 1.03000 12164.30| 0.80000 9448.00| 1.06000 12518.60
REINFORCING BARS, EPOXY COATED , | | |
MONUMENT WALLS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 670 -6
TABULATION OF BIDS
CALL ORDER : 670 CONTRACT ID : B -30882-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 36-2231526 |( 3 ) 35-1035114
|ELLAS CONSTRUCTION COMPANY I |WALSH CONSTRUCTION COMPANY |SUPERIOR CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0078 703-97936 4.000 EACH | 18.05000 72.20| 95.61000 382.44| 30.00000 120.00
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
(# 6 REBARS) | | |
0079 703-97936 40.000 EACH | 27.42000 1096.80| 38.42000 1536.80| 30.00000 1200.00
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
(# 7 REBARS) | | |
0080 704-51002 403.300 CYS | 530.00000 213749.00| 925.00000 373052.50| 1150.00000 463795.00
CONCRETE, C, SUPERSTRUCTURE | | |
0081 706-04683 379.000 LFT | 54.00000 20466.00| 66.38000 25158.02| 64.00000 24256.00
RAILING , CONCRETE PARAPET | | |
0082 706-06339 285.200 LFT | 140.00000 39928.00| 105.00000 29946.00| 130.00000 37076.00
RAILING, PF-1 | | |
0083 706-06339 72.200 LFT | 149.00000 10757.80| 149.00000 10757.80| 130.00000 9386.00
RAILING, PF-1 (MODIFIED) | | |
0084 706-06339 213.000 LFT | 149.00000 31737.00| 149.00000 31737.00| 130.00000 27690.00
RAILING, PF-1 , MODIFIED | | |
0085 706-06351 8.000 EACH | 2115.00000 16920.00| 1918.95000 15351.60| 2000.00000 16000.00
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPF-1 | | |
0086 706-08496 84.200 SYS | 108.00000 9093.60| 152.02000 12800.08| 190.00000 15998.00
REINFORCED CONCRETE MOMENT SLAB, 12 IN | | |
0087 706-09545 14.000 CYS | 43.40000 607.60| 96.67000 1353.38| 45.00000 630.00
COARSE AGGREGATE, NO 8 | | |
0088 706-51020 51.200 CYS | 725.00000 37120.00| 1044.45000 53475.84| 880.00000 45056.00
CONCRETE, C, RAILING | | |
0089 707-05982 1393.000 LFT | 129.00000 179697.00| 175.00000 243775.00| 186.00000 259098.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
28" X 12" | | |
0090 707-05983 500.500 LFT | 177.00000 88588.50| 225.00000 112612.50| 246.00000 123123.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM, , | | |
36" X 12" | | |
0091 709-04919 20940.000 SFT | 3.00000 62820.00| 2.90000 60726.00| 2.90000 60726.00
COATING , STRUCTURAL CONCRETE | | |
0092 709-51821 LUMP | 4000.00000 4000.00| 5430.72000 5430.72| 5420.00000 5420.00
SURFACE SEAL | | |
0093 709-51821 LUMP | 7000.00000 7000.00| 6159.40000 6159.40| 6150.00000 6150.00
SURFACE SEAL , STR NO 049-64-01028 | | |
0094 715-05119 128.000 LFT | 43.80000 5606.40| 41.93000 5367.04| 60.00000 7680.00
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0095 715-05149 41.000 LFT | 27.00000 1107.00| 33.46000 1371.86| 60.00000 2460.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0096 715-05407 110.000 LFT | 6.50000 715.00| 9.86000 1084.60| 27.50000 3025.00
PIPE, END BENT DRAIN, 6 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 670 -7
TABULATION OF BIDS
CALL ORDER : 670 CONTRACT ID : B -30882-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 36-2231526 |( 3 ) 35-1035114
|ELLAS CONSTRUCTION COMPANY I |WALSH CONSTRUCTION COMPANY |SUPERIOR CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 715-08283 40.000 SYS | 115.00000 4600.00| 105.01000 4200.40| 105.00000 4200.00
PCCP FOR STRUCTURE INSTALLATION | | |
0098 715-08305 22.000 TON | 200.00000 4400.00| 196.82000 4330.04| 200.00000 4400.00
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0099 715-46005 4.000 EACH | 173.00000 692.00| 260.74000 1042.96| 350.00000 1400.00
PIPE END SECTION, 15 IN | | |
0100 720-98174 2.000 EACH | 1852.00000 3704.00| 2543.50000 5087.00| 2000.00000 4000.00
INLET, B15 | | |
0101 727-90308 200.000 LFT | 30.00000 6000.00| 30.00000 6000.00| 30.00000 6000.00
EPOXY INJECTION, CRACK PREPARATION | | |
0102 727-90309 5.200 GAL | 275.00000 1430.00| 275.00000 1430.00| 275.00000 1430.00
EPOXY INJECTION, EPOXY MATERIAL | | |
0103 727-93560 LUMP | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00
EPOXY INJECTION, FURNISHING EQUIPMENT , | | |
STR NO 049-64-01028 | | |
0104 729-51875 200.000 SFT | 90.00000 18000.00| 92.65000 18530.00| 135.00000 27000.00
CONCRETE, A, PATCHING | | |
0106 731-93945 5726.000 SFT | 18.00000 103068.00| 13.78000 78904.28| 14.10000 80736.60
FACE PANELS, CONCRETE | | |
0107 731-93946 5726.000 SFT | 12.00000 68712.00| 18.99000 108736.74| 9.00000 51534.00
WALL ERECTION | | |
0108 731-93947 322.000 LFT | 19.72000 6349.84| 16.71000 5380.62| 13.00000 4186.00
LEVELING PAD, CONCRETE | | |
0109 801-01851 LUMP | 46520.00000 46520.00| 46520.00000 46520.00| 46520.00000 46520.00
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0110 801-03290 8.000 EACH | 225.00000 1800.00| 225.00000 1800.00| 225.00000 1800.00
CONSTRUCTION SIGN, C | | |
0111 801-04308 4.000 EACH | 340.00000 1360.00| 340.00000 1360.00| 340.00000 1360.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0112 801-06203 5188.000 LFT | 0.18000 933.84| 0.18000 933.84| 0.18000 933.84
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0113 801-06207 13485.000 LFT | 0.88000 11866.80| 0.88000 11866.80| 0.88000 11866.80
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0114 801-06218 24.000 LFT | 5.28000 126.72| 5.28000 126.72| 5.28000 126.72
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 24 IN | | |
0115 801-06640 12.000 EACH | 142.00000 1704.00| 142.00000 1704.00| 142.00000 1704.00
CONSTRUCTION SIGN, A | | |
0116 801-06645 4.000 EACH | 55.00000 220.00| 55.00000 220.00| 55.00000 220.00
CONSTRUCTION SIGN, B | | |
0117 801-06775 LUMP | 11239.00000 11239.00| 200000.00000 200000.00| 82000.00000 82000.00
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 670 -8
TABULATION OF BIDS
CALL ORDER : 670 CONTRACT ID : B -30882-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 36-2231526 |( 3 ) 35-1035114
|ELLAS CONSTRUCTION COMPANY I |WALSH CONSTRUCTION COMPANY |SUPERIOR CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0118 801-07118 156.000 LFT | 9.36000 1460.16| 9.35000 1458.60| 9.35000 1458.60
BARRICADE, III-A | | |
0119 801-07612 12.000 LFT | 2.25000 27.00| 2.25000 27.00| 2.25000 27.00
TEMPORARY PAVEMENT MARKING, 24 IN | | |
0120 801-08401 968.000 LFT | 16.00000 15488.00| 43.70000 42301.60| 30.75000 29766.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0121 801-08508 610.000 LFT | 58.00000 35380.00| 20.53000 12523.30| 11.35000 6923.50
TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | |
0125 802-07059 61.000 EACH | 66.00000 4026.00| 66.00000 4026.00| 66.00000 4026.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0126 802-09838 203.000 SFT | 14.00000 2842.00| 14.00000 2842.00| 14.00000 2842.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0127 802-09840 211.000 SFT | 16.00000 3376.00| 16.00000 3376.00| 16.00000 3376.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0128 802-09842 102.500 SFT | 18.00000 1845.00| 18.00000 1845.00| 18.00000 1845.00
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0129 805-02971 LUMP | 23000.00000 23000.00| 23000.00000 23000.00| 23000.00000 23000.00
ELECTRICAL SERVICE , AND LIGHTING FOR | | |
MONUMENT | | |
0130 807-04866 10.000 EACH | 2810.00000 28100.00| 2810.00000 28100.00| 2810.00000 28100.00
LUMINAIRE , SCONCE TYPE A | | |
0131 808-03631 900.000 LFT | 0.67000 603.00| 0.75000 675.00| 0.67000 603.00
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0132 808-03632 1800.000 LFT | 0.67000 1206.00| 0.75000 1350.00| 0.67000 1206.00
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0133 808-06701 260.000 LFT | 0.32000 83.20| 0.36000 93.60| 0.32000 83.20
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0134 808-06703 6234.000 LFT | 0.32000 1994.88| 0.36000 2244.24| 0.32000 1994.88
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0135 808-06716 1160.000 LFT | 0.74000 858.40| 0.74000 858.40| 0.74000 858.40
LINE, REMOVE | | |
0136 808-75245 5744.000 LFT | 0.32000 1838.08| 0.36000 2067.84| 0.32000 1838.08
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0137 808-75260 460.000 LFT | 1.85000 851.00| 2.08000 956.80| 1.85000 851.00
TRANSVERSE MARKING THERMOPLASTIC, SOLID | | |
CROSSHATCH LINE, WHITE, 12" | | |
0138 808-75278 70.000 LFT | 1.85000 129.50| 2.08000 145.60| 1.85000 129.50
TRANSVERSE MARKING, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 670 -9
TABULATION OF BIDS
CALL ORDER : 670 CONTRACT ID : B -30882-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1106884 |( 2 ) 36-2231526 |( 3 ) 35-1035114
|ELLAS CONSTRUCTION COMPANY I |WALSH CONSTRUCTION COMPANY |SUPERIOR CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0139 808-75297 60.000 LFT | 3.75000 225.00| 4.22000 253.20| 3.75000 225.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0140 808-75320 2.000 EACH | 74.00000 148.00| 83.26000 166.52| 74.00000 148.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0141 808-75325 1.000 EACH | 109.00000 109.00| 122.63000 122.63| 109.00000 109.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0142 808-75998 39.000 EACH | 48.00000 1872.00| 54.00000 2106.00| 48.00000 1872.00
SNOWPLOWABLE RAISED PAVEMENT MARKER , | | |
TWO-WAY, YELLOW/YELLOW | | |
0143 808-92027 315.000 LFT | 1.25000 393.75| 1.41000 444.15| 1.25000 393.75
LINE, THERMO, SOLID, YELLOW, 8 IN | | |
0144 808-98796 140.000 LFT | 1.00000 140.00| 1.13000 158.20| 1.00000 140.00
LINE, THERMOPLASTIC DOTTED WHITE, 4 IN, | | |
2FT LINE, 4FT GAP | | |
0145 802-05704 476.000 LFT | 14.00000 6664.00| 14.00000 6664.00| 14.00000 6664.00
SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | |
ANCHOR BASE | | |
0146 802-05705 264.500 LFT | 13.00000 3438.50| 13.00000 3438.50| 13.00000 3438.50
SIGN POST, SQUARE, TYPE 2, UNREINFORCED | | |
ANCHOR BASE | | |
0147 802-05706 75.500 LFT | 16.00000 1208.00| 16.00000 1208.00| 16.00000 1208.00
SIGN POST, SQUARE, TYPE 3, UNREINFORCED | | |
ANCHOR BASE | | |
0148 807-04866 4.000 EACH | 2400.00000 9600.00| 2400.00000 9600.00| 2400.00000 9600.00
LUMINAIRE , WALL GRAZER TYPE | | |
SECTION TOTALS | $ 3,284,686.02| $ 3,480,049.32| $ 3,792,106.22
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,284,686.02| $ 3,480,049.32| $ 3,792,106.22
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 670 -10
TABULATION OF BIDS
CALL ORDER : 670 CONTRACT ID : B -30882-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 26-3919039 |( ) |( )
|TONN AND BLANK CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 48676.95000 48676.95| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 4.000 EACH | 93.71250 374.85| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 56.000 MOS | 85.68000 4798.08| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 156681.94500 156681.95| |
MOBILIZATION AND DEMOBILIZATION | | |
0012 113-01614 LUMP | 14130.77400 14130.77| |
PARTNERING OVERHEAD | | |
0013 201-52370 LUMP | 21420.00000 21420.00| |
CLEARING RIGHT OF WAY | | |
0014 202-02240 2892.000 SYS | 7.17560 20751.84| |
PAVEMENT REMOVAL | | |
0015 202-03135 185.000 SFT | 12.66670 2343.34| |
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0016 202-51328 LUMP | 671893.99200 671893.99| |
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR NO 049-64-01028 | | |
0017 202-51330 LUMP | 144865.60200 144865.60| |
PRESENT STRUCTURE, REMOVE , STR NO | | |
049-64-09561 | | |
0018 203-02000 7828.000 CYS | 8.56800 67070.30| |
EXCAVATION, COMMON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 670 -11
TABULATION OF BIDS
CALL ORDER : 670 CONTRACT ID : B -30882-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 26-3919039 |( ) |( )
|TONN AND BLANK CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-03371 10.000 CYS | 21.42000 214.20| |
SEDIMENT, REMOVE | | |
0020 205-06936 18.000 TON | 58.90500 1060.29| |
TEMPORARY SEDIMENT TRAP | | |
0021 205-06937 2953.000 LFT | 2.05640 6072.55| |
TEMPORARY SILT FENCE | | |
0022 205-09543 100.000 TON | 24.09750 2409.75| |
NO 2 STONE | | |
0023 206-04301 420.000 SFT | 49.80150 20916.63| |
SHEET PILING, STEEL, S=18.1 | | |
0024 207-08263 3599.000 SYS | 15.95790 57432.48| |
SUBGRADE TREATMENT, TYPE IA | | |
0025 211-02050 2523.000 CYS | 16.06500 40532.00| |
B BORROW | | |
0026 211-06467 62.000 CYS | 26.23950 1626.85| |
AGGREGATE FOR END BENT BACKFILL | | |
0027 211-09264 63.000 CYS | 36.14630 2277.22| |
STRUCTURAL BACKFILL, TYPE 1 | | |
0028 211-09266 1866.000 CYS | 16.06500 29977.29| |
STRUCTURAL BACKFILL, TYPE 3 | | |
0029 301-07448 1554.600 TON | 24.63300 38294.46| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0030 302-07455 62.200 CYS | 44.98200 2797.88| |
DENSE GRADED SUBBASE | | |
0031 303-01180 136.000 TON | 25.16850 3422.92| |
COMPACTED AGGREGATE, NO. 53 | | |
0032 306-08034 5369.000 SYS | 4.01630 21563.51| |
MILLING, ASPHALT, 1 1/2 IN | | |
0033 402-07432 360.600 TON | 94.24800 33985.83| |
HMA SURFACE, TYPE A | | |
0034 402-07434 343.700 TON | 96.39000 33129.24| |
HMA SURFACE, TYPE C | | |
0035 402-07435 502.000 TON | 80.32500 40323.15| |
HMA INTERMEDIATE, TYPE A | | |
0036 402-07439 315.100 TON | 85.68000 26997.77| |
HMA INTERMEDIATE, TYPE C | | |
0037 402-07442 203.900 TON | 80.32500 16378.27| |
HMA BASE, TYPE C | | |
0038 402-07453 14.700 TON | 20134.80000 295981.56| |
HMA FOR TEMPORARY PAVEMENT | | |
0039 406-05520 3.300 TON | 1606.50000 5301.45| |
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 670 -12
TABULATION OF BIDS
CALL ORDER : 670 CONTRACT ID : B -30882-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 26-3919039 |( ) |( )
|TONN AND BLANK CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 601-01522 5.000 EACH | 2275.87500 11379.38| |
GUARDRAIL TRANSITION TYPE TGB | | |
0041 601-02024 3.000 EACH | 2340.13500 7020.41| |
GUARDRAIL TRANSITION, TGB, MODIFIED , | | |
TYPE 1 | | |
0042 601-02024 4.000 EACH | 2548.98000 10195.92| |
GUARDRAIL TRANSITION, TGB, MODIFIED , | | |
TYPE 2 | | |
0043 601-94689 8.000 EACH | 2570.40000 20563.20| |
GUARDRAIL END TREATMENT, OS | | |
0044 601-95344 370.000 LFT | 328.99960 121729.85| |
HANDRAIL, PEDESTRIAN | | |
0045 601-99105 550.000 LFT | 17.77860 9778.23| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0046 601-99105 388.100 LFT | 24.84720 9643.20| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING , | | |
MODIFIED | | |
0047 601-99106 50.600 LFT | 37.48500 1896.74| |
GUARDRAIL, W BEAM, 3 FT 1.5 IN SPACING | | |
0048 602-06729 30.000 EACH | 5.19440 155.83| |
BARRIER DELINEATOR | | |
0049 605-06121 126.200 LFT | 42.84000 5406.41| |
CURB, CONCRETE, B | | |
0050 607-06335 202.000 LFT | 58.90500 11898.81| |
PAVED SIDE DITCH, A | | |
0051 609-06259 382.600 SYS | 101.58540 38866.57| |
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0052 615-06505 4.000 EACH | 722.92500 2891.70| |
MONUMENT, B | | |
0053 616-02320 447.200 SYS | 3.43830 1537.61| |
GEOTEXTILES | | |
0054 616-06405 211.100 TON | 43.37550 9156.57| |
RIPRAP, REVETMENT | | |
0055 621-01004 6.000 EACH | 401.62500 2409.75| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0056 621-02770 1965.000 SYS | 1.67110 3283.71| |
EROSION CONTROL BLANKET | | |
0057 621-06545 0.700 TON | 1274.49000 892.14| |
FERTILIZER | | |
0058 621-06554 243.000 LBS | 8.71790 2118.45| |
SEED MIXTURE, U | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 670 -13
TABULATION OF BIDS
CALL ORDER : 670 CONTRACT ID : B -30882-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 26-3919039 |( ) |( )
|TONN AND BLANK CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 621-06557 138.000 LBS | 7.97820 1100.99| |
SEED MIXTURE, T | | |
0060 621-06560 636.000 SYS | 1.54250 981.03| |
MULCHED SEEDING, U | | |
0061 621-06565 5.100 TON | 439.32000 2240.53| |
MULCHING MATERIAL | | |
0062 621-06567 0.200 kGAL | 21.42000 4.28| |
WATER | | |
0063 621-06574 91.000 SYS | 29.77620 2709.63| |
SODDING | | |
0064 628-09401 14.000 MOS | 1860.48000 26046.72| |
FIELD OFFICE, A | | |
0065 628-09407 42.000 MOS | 280.90800 11798.14| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 3 EACH | | |
0066 701-08253 14.000 EACH | 613.22400 8585.14| |
PILE SLEEVES | | |
0067 701-09558 158.000 LFT | 72.40770 11440.42| |
TEST PILE, INDICATOR, PRODUCTION | | |
0068 701-09560 2.000 EACH | 3362.94000 6725.88| |
TEST PILE, INDICATOR, RESTRIKE | | |
0069 701-09663 828.000 LFT | 63.85130 52868.88| |
PILE, STEEL PIPE, 0.312 IN, 14 IN | | |
0070 701-09679 14.000 EACH | 214.20000 2998.80| |
CONICAL PILE TIP, 14 IN | | |
0071 702-51005 158.000 CYS | 1023.48280 161710.28| |
CONCRETE, A, SUBSTRUCTURE | | |
0072 702-51005 133.000 CYS | 1334.76390 177523.60| |
CONCRETE, A, SUBSTRUCTURE , MONUMENT | | |
WALLS | | |
0073 702-51863 798.000 EACH | 13.55530 10817.13| |
FIELD DRILLED HOLE IN CONCRETE | | |
0074 702-92857 29.100 CYS | 1217.84850 35439.39| |
CONCRETE, C, SUBSTRUCTURE | | |
0075 703-06028 6760.000 LBS | 0.89370 6041.41| |
REINFORCING BARS , FOR MONUMENT WALLS | | |
AND LEAD IN RAILS | | |
0076 703-06029 131253.000 LBS | 0.93560 122800.31| |
REINFORCING BARS, EPOXY COATED | | |
0077 703-06029 11810.000 LBS | 0.89370 10554.60| |
REINFORCING BARS, EPOXY COATED , | | |
MONUMENT WALLS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 670 -14
TABULATION OF BIDS
CALL ORDER : 670 CONTRACT ID : B -30882-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 26-3919039 |( ) |( )
|TONN AND BLANK CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0078 703-97936 4.000 EACH | 48.46280 193.85| |
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
(# 6 REBARS) | | |
0079 703-97936 40.000 EACH | 57.24500 2289.80| |
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
(# 7 REBARS) | | |
0080 704-51002 403.300 CYS | 840.06980 338800.15| |
CONCRETE, C, SUPERSTRUCTURE | | |
0081 706-04683 379.000 LFT | 182.94600 69336.53| |
RAILING , CONCRETE PARAPET | | |
0082 706-06339 285.200 LFT | 88.89300 25352.28| |
RAILING, PF-1 | | |
0083 706-06339 72.200 LFT | 144.58500 10439.04| |
RAILING, PF-1 (MODIFIED) | | |
0084 706-06339 213.000 LFT | 144.58500 30796.61| |
RAILING, PF-1 , MODIFIED | | |
0085 706-06351 8.000 EACH | 1874.25000 14994.00| |
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPF-1 | | |
0086 706-08496 84.200 SYS | 230.48120 19406.52| |
REINFORCED CONCRETE MOMENT SLAB, 12 IN | | |
0087 706-09545 14.000 CYS | 32.13000 449.82| |
COARSE AGGREGATE, NO 8 | | |
0088 706-51020 51.200 CYS | 841.32070 43075.62| |
CONCRETE, C, RAILING | | |
0089 707-05982 1393.000 LFT | 152.29000 212139.97| |
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
28" X 12" | | |
0090 707-05983 500.500 LFT | 157.41000 78783.71| |
STRUCTURAL MEMBERS, CONCRETE I-BEAM, , | | |
36" X 12" | | |
0091 709-04919 20940.000 SFT | 3.10590 65037.55| |
COATING , STRUCTURAL CONCRETE | | |
0092 709-51821 LUMP | 5804.82000 5804.82| |
SURFACE SEAL | | |
0093 709-51821 LUMP | 7711.20000 7711.20| |
SURFACE SEAL , STR NO 049-64-01028 | | |
0094 715-05119 128.000 LFT | 45.51750 5826.24| |
PIPE, TYPE 1, CIRCULAR, 15 IN | | |
0095 715-05149 41.000 LFT | 44.44650 1822.31| |
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0096 715-05407 110.000 LFT | 10.24270 1126.70| |
PIPE, END BENT DRAIN, 6 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 670 -15
TABULATION OF BIDS
CALL ORDER : 670 CONTRACT ID : B -30882-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 26-3919039 |( ) |( )
|TONN AND BLANK CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 715-08283 40.000 SYS | 172.43100 6897.24| |
PCCP FOR STRUCTURE INSTALLATION | | |
0098 715-08305 22.000 TON | 214.20000 4712.40| |
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0099 715-46005 4.000 EACH | 401.62500 1606.50| |
PIPE END SECTION, 15 IN | | |
0100 720-98174 2.000 EACH | 2356.20000 4712.40| |
INLET, B15 | | |
0101 727-90308 200.000 LFT | 32.13000 6426.00| |
EPOXY INJECTION, CRACK PREPARATION | | |
0102 727-90309 5.200 GAL | 294.52500 1531.53| |
EPOXY INJECTION, EPOXY MATERIAL | | |
0103 727-93560 LUMP | 535.50000 535.50| |
EPOXY INJECTION, FURNISHING EQUIPMENT , | | |
STR NO 049-64-01028 | | |
0104 729-51875 200.000 SFT | 75.50550 15101.10| |
CONCRETE, A, PATCHING | | |
0106 731-93945 5726.000 SFT | 15.89850 91034.81| |
FACE PANELS, CONCRETE | | |
0107 731-93946 5726.000 SFT | 13.66900 78268.69| |
WALL ERECTION | | |
0108 731-93947 322.000 LFT | 28.73740 9253.44| |
LEVELING PAD, CONCRETE | | |
0109 801-01851 LUMP | 49822.92000 49822.92| |
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0110 801-03290 8.000 EACH | 152.08200 1216.66| |
CONSTRUCTION SIGN, C | | |
0111 801-04308 4.000 EACH | 276.31800 1105.27| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0112 801-06203 5188.000 LFT | 0.22490 1166.78| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0113 801-06207 13485.000 LFT | 0.95320 12853.90| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0114 801-06218 24.000 LFT | 5.78340 138.80| |
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
REMOVABLE, 24 IN | | |
0115 801-06640 12.000 EACH | 137.08800 1645.06| |
CONSTRUCTION SIGN, A | | |
0116 801-06645 4.000 EACH | 46.05300 184.21| |
CONSTRUCTION SIGN, B | | |
0117 801-06775 LUMP | 201990.70710 201990.71| |
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 670 -16
TABULATION OF BIDS
CALL ORDER : 670 CONTRACT ID : B -30882-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 26-3919039 |( ) |( )
|TONN AND BLANK CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0118 801-07118 156.000 LFT | 16.58980 2588.01| |
BARRICADE, III-A | | |
0119 801-07612 12.000 LFT | 1.37090 16.45| |
TEMPORARY PAVEMENT MARKING, 24 IN | | |
0120 801-08401 968.000 LFT | 28.23990 27336.22| |
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0121 801-08508 610.000 LFT | 123.20010 75152.06| |
TEMP TRAFFIC BARRIER, TYPE 2, ANCHORED | | |
0125 802-07059 61.000 EACH | 37.48500 2286.59| |
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0126 802-09838 203.000 SFT | 26.77500 5435.33| |
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0127 802-09840 211.000 SFT | 19.27800 4067.66| |
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0128 802-09842 102.500 SFT | 21.42000 2195.55| |
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0129 805-02971 LUMP | 24633.00000 24633.00| |
ELECTRICAL SERVICE , AND LIGHTING FOR | | |
MONUMENT | | |
0130 807-04866 10.000 EACH | 3009.51000 30095.10| |
LUMINAIRE , SCONCE TYPE A | | |
0131 808-03631 900.000 LFT | 1.07100 963.90| |
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0132 808-03632 1800.000 LFT | 1.07100 1927.80| |
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0133 808-06701 260.000 LFT | 0.04284 11.14| |
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0134 808-06703 6234.000 LFT | 0.42840 2670.65| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0135 808-06716 1160.000 LFT | 0.42840 496.94| |
LINE, REMOVE | | |
0136 808-75245 5744.000 LFT | 0.42840 2460.73| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0137 808-75260 460.000 LFT | 4.28400 1970.64| |
TRANSVERSE MARKING THERMOPLASTIC, SOLID | | |
CROSSHATCH LINE, WHITE, 12" | | |
0138 808-75278 70.000 LFT | 4.28400 299.88| |
TRANSVERSE MARKING, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12" | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 670 -17
TABULATION OF BIDS
CALL ORDER : 670 CONTRACT ID : B -30882-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 26-3919039 |( ) |( )
|TONN AND BLANK CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0139 808-75297 60.000 LFT | 8.56800 514.08| |
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0140 808-75320 2.000 EACH | 107.10000 214.20| |
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0141 808-75325 1.000 EACH | 133.87500 133.88| |
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0142 808-75998 39.000 EACH | 26.77500 1044.23| |
SNOWPLOWABLE RAISED PAVEMENT MARKER , | | |
TWO-WAY, YELLOW/YELLOW | | |
0143 808-92027 315.000 LFT | 2.48200 781.83| |
LINE, THERMO, SOLID, YELLOW, 8 IN | | |
0144 808-98796 140.000 LFT | 6.42600 899.64| |
LINE, THERMOPLASTIC DOTTED WHITE, 4 IN, | | |
2FT LINE, 4FT GAP | | |
0145 802-05704 476.000 LFT | 13.92300 6627.35| |
SIGN POST, SQUARE, TYPE 1, UNREINFORCED | | |
ANCHOR BASE | | |
0146 802-05705 264.500 LFT | 10.71000 2832.80| |
SIGN POST, SQUARE, TYPE 2, UNREINFORCED | | |
ANCHOR BASE | | |
0147 802-05706 75.500 LFT | 14.99400 1132.05| |
SIGN POST, SQUARE, TYPE 3, UNREINFORCED | | |
ANCHOR BASE | | |
0148 807-04866 4.000 EACH | 2570.40000 10281.60| |
LUMINAIRE , WALL GRAZER TYPE | | |
SECTION TOTALS | $ 4,389,581.56| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,389,581.56| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 676 -1
VENDOR RANKING
CALL ORDER : 676 CONTRACT ID : B -30996-B COUNTIES : LAKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : BRIDGE DECK RECONSTRUCTION COMPLETION DATE : 10/15/10
LOCATION : LAKE COUNTY - ON SR 912 OVER CONRAIL IN EAST CHICAGO PROJECT(S) : 0501116
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 36-2231526 WALSH CONSTRUCTION COMPANY $ 2,220,000.00 100.0000%
2 35-1035114 SUPERIOR CONSTRUCTION CO $ 2,290,588.32 103.1797%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 676 -2
TABULATION OF BIDS
CALL ORDER : 676 CONTRACT ID : B -30996-B COUNTIES : LAKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 36-2231526 |( 2 ) 35-1035114 |( )
|WALSH CONSTRUCTION COMPANY |SUPERIOR CONSTRUCTION CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE DECK RECONSTRUCTION
| | |
0001 105-06845 LUMP | 191344.89000 191344.89| 100000.00000 100000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 150.00000 300.00| 150.00000 300.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 10.000 MOS | 80.00000 800.00| 150.00000 1500.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 111000.00000 111000.00| 114000.00000 114000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-02240 173.000 SYS | 23.39000 4046.47| 30.00000 5190.00|
PAVEMENT REMOVAL | | |
0011 202-51328 LUMP | 250000.00000 250000.00| 332000.00000 332000.00|
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0012 202-51822 1157.000 SYS | 28.75000 33263.75| 11.00000 12727.00|
BRIDGE DECK OVERLAY, REMOVE | | |
0013 202-94954 270.000 LFT | 43.47000 11736.90| 37.00000 9990.00|
BARRIER WALL, CONCRETE, REMOVE | | |
0014 302-07455 32.000 CYS | 64.19000 2054.08| 40.00000 1280.00|
DENSE GRADED SUBBASE | | |
0015 306-08043 500.000 SYS | 7.44000 3720.00| 6.50000 3250.00|
MILLING, TRANSITION | | |
0016 406-05521 500.000 SYS | 2.00000 1000.00| 2.00000 1000.00|
ASPHALT FOR TACK COAT | | |
0017 502-06329 81.000 SYS | 89.92000 7283.52| 85.00000 6885.00|
PCCP, 12 IN | | |
0018 503-03489 36.000 EACH | 16.84000 606.24| 35.00000 1260.00|
RETROFITTED TIE BARS | | |
0019 503-05310 46.000 LFT | 216.22000 9946.12| 200.00000 9200.00|
TERMINAL JOINT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 676 -3
TABULATION OF BIDS
CALL ORDER : 676 CONTRACT ID : B -30996-B COUNTIES : LAKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 36-2231526 |( 2 ) 35-1035114 |( )
|WALSH CONSTRUCTION COMPANY |SUPERIOR CONSTRUCTION CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 601-01522 1.000 EACH | 2850.00000 2850.00| 2240.00000 2240.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0021 601-02241 380.000 LFT | 7.90000 3002.00| 3.50000 1330.00|
GUARDRAIL, REMOVE | | |
0022 601-94689 1.000 EACH | 3025.00000 3025.00| 3060.00000 3060.00|
GUARDRAIL END TREATMENT, OS | | |
0023 601-99105 363.000 LFT | 17.50000 6352.50| 20.00000 7260.00|
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0024 609-06259 124.000 SYS | 100.94000 12516.56| 75.00000 9300.00|
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0025 610-07488 42.000 TON | 110.00000 4620.00| 110.00000 4620.00|
HMA FOR APPROACHES, TYPE C | | |
0026 628-09401 5.000 MOS | 3925.00000 19625.00| 1500.00000 7500.00|
FIELD OFFICE, A | | |
0027 628-09407 5.000 MOS | 600.00000 3000.00| 200.00000 1000.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0028 702-51005 6.800 CYS | 902.10000 6134.28| 1200.00000 8160.00|
CONCRETE, A, SUBSTRUCTURE | | |
0029 702-51863 846.000 EACH | 12.02000 10168.92| 10.00000 8460.00|
FIELD DRILLED HOLE IN CONCRETE | | |
0030 703-01719 LUMP | 242398.79000 242398.79| 241300.00000 241300.00|
CATHODIC PROTECTION SYSTEM | | |
0031 703-06028 41852.000 LBS | 0.86000 35992.72| 1.11000 46455.72|
REINFORCING BARS | | |
0032 703-06029 12383.000 LBS | 1.22000 15107.26| 1.18000 14611.94|
REINFORCING BARS, EPOXY COATED | | |
0033 703-96512 4068.000 EACH | 23.25000 94581.00| 19.37000 78797.16|
BAR SPLICE | | |
0034 704-51006 174.300 CYS | 1866.04000 325250.77| 2295.00000 400018.50|
CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | |
0035 706-05732 1.000 EACH | 3555.25000 3555.25| 1400.00000 1400.00|
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
, MODIFIED | | |
0036 706-51020 41.400 CYS | 985.98000 40819.57| 520.00000 21528.00|
CONCRETE, C, RAILING | | |
0037 707-01065 LUMP | 129220.54000 129220.54| 193000.00000 193000.00|
POST-TENSIONING | | |
0038 709-51821 LUMP | 13618.35000 13618.35| 13620.00000 13620.00|
SURFACE SEAL | | |
0039 715-09938 528.000 LFT | 129.75000 68508.00| 169.00000 89232.00|
PIPE, BRIDGE DECK DRAIN SYSYEM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 676 -4
TABULATION OF BIDS
CALL ORDER : 676 CONTRACT ID : B -30996-B COUNTIES : LAKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 36-2231526 |( 2 ) 35-1035114 |( )
|WALSH CONSTRUCTION COMPANY |SUPERIOR CONSTRUCTION CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 720-44000 2.000 EACH | 477.94000 955.88| 1000.00000 2000.00|
CASTING, ADJUST TO GRADE | | |
0041 722-51842 1727.000 SYS | 90.68000 156604.36| 78.00000 134706.00|
BRIDGE DECK OVERLAY , POLYMERIC | | |
0042 722-51852 50.000 SFT | 101.90000 5095.00| 60.00000 3000.00|
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0043 724-51925 57.000 LFT | 157.04000 8951.28| 166.00000 9462.00|
STRUCTURAL EXPANSION JOINT, SS | | |
0044 801-01851 LUMP | 185000.00000 185000.00| 185000.00000 185000.00|
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0045 801-06775 LUMP | 15000.00000 15000.00| 25000.00000 25000.00|
MAINTAINING TRAFFIC | | |
0046 801-06775 LUMP | 175000.00000 175000.00| 174000.00000 174000.00|
MAINTAINING TRAFFIC , PERMANENT, TO | | |
REMAIN AFTER CONTRACT | | |
0047 805-01815 2.000 EACH | 2340.00000 4680.00| 2340.00000 4680.00|
SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | |
IN | | |
0048 808-74809 4.000 EACH | 315.00000 1260.00| 315.00000 1260.00|
PAVEMENT MESSAGE MARKING, EPOXY, (R X R | | |
SECTION TOTALS | $ 2,220,000.00| $ 2,290,588.32| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,220,000.00| $ 2,290,588.32| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 690 -1
VENDOR RANKING
CALL ORDER : 690 CONTRACT ID : B -31637-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : DEBRIS REMOVAL COMPLETION DATE : 10/15/10
LOCATION : ON VARIOUS ROADS THROUGHOUT THE CRAWFORDSVILLE PROJECT(S) : 0810034
DISTRICT
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1817574 YARDBERRY LANDSCAPE $ 209,655.00 100.0000%
2 35-1636776 LINKEL COMPANY $ 264,055.00 125.9474%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 690 -2
TABULATION OF BIDS
CALL ORDER : 690 CONTRACT ID : B -31637-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1817574 |( 2 ) 35-1636776 |( )
|YARDBERRY LANDSCAPE |LINKEL COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEBRIS REMOVAL
| | |
0001 105-06845 LUMP | 2000.00000 2000.00| 50000.00000 50000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 350.00000 350.00| 200.00000 200.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 150.00000 900.00| 100.00000 600.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 7700.00000 7700.00| 25000.00000 25000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-90788 LUMP | 6000.00000 6000.00| 4800.00000 4800.00|
DEBRIS, REMOVE, STRUCTURE NO 1 | | |
0011 201-90788 LUMP | 6000.00000 6000.00| 2500.00000 2500.00|
DEBRIS, REMOVE, STRUCTURE NO 10 | | |
0012 201-90788 LUMP | 7500.00000 7500.00| 3500.00000 3500.00|
DEBRIS, REMOVE, STRUCTURE NO 2 | | |
0013 201-90788 LUMP | 2500.00000 2500.00| 1250.00000 1250.00|
DEBRIS, REMOVE, STRUCTURE NO 3 | | |
0014 201-90788 LUMP | 7500.00000 7500.00| 3000.00000 3000.00|
DEBRIS, REMOVE, STRUCTURE NO 4 | | |
0015 201-90788 LUMP | 8000.00000 8000.00| 5800.00000 5800.00|
DEBRIS, REMOVE, STRUCTURE NO 5 | | |
0016 201-90788 LUMP | 15000.00000 15000.00| 11000.00000 11000.00|
DEBRIS, REMOVE, STRUCTURE NO 6 | | |
0017 201-90788 LUMP | 37000.00000 37000.00| 60000.00000 60000.00|
DEBRIS, REMOVE, STRUCTURE NO 7 | | |
0018 201-90788 LUMP | 4500.00000 4500.00| 2500.00000 2500.00|
DEBRIS, REMOVE, STRUCTURE NO 8 | | |
0019 201-90788 LUMP | 14000.00000 14000.00| 5000.00000 5000.00|
DEBRIS, REMOVE, STRUCTURE NO 9 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 690 -3
TABULATION OF BIDS
CALL ORDER : 690 CONTRACT ID : B -31637-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1817574 |( 2 ) 35-1636776 |( )
|YARDBERRY LANDSCAPE |LINKEL COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-03371 1500.000 CYS | 30.00000 45000.00| 10.00000 15000.00|
SEDIMENT, REMOVE , STR. NO. 2 | | |
0021 628-09408 6.000 MOS | 450.00000 2700.00| 200.00000 1200.00|
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0022 628-09409 6.000 MOS | 150.00000 900.00| 100.00000 600.00|
MOBILE INTERNET SERVICE , 1 EACH | | |
0023 801-03290 30.000 EACH | 260.00000 7800.00| 250.00000 7500.00|
CONSTRUCTION SIGN, C | | |
0024 801-06640 40.000 EACH | 170.00000 6800.00| 150.00000 6000.00|
CONSTRUCTION SIGN, A | | |
0025 801-06710 100.000 DAY | 45.00000 4500.00| 50.00000 5000.00|
FLASHING ARROW SIGN | | |
0026 801-06775 LUMP | 11000.00000 11000.00| 40000.00000 40000.00|
MAINTAINING TRAFFIC | | |
0027 801-09133 4.000 EACH | 3000.00000 12000.00| 3400.00000 13600.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
SECTION TOTALS | $ 209,655.00| $ 264,055.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 209,655.00| $ 264,055.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 700 -1
VENDOR RANKING
CALL ORDER : 700 CONTRACT ID : B -31662-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : NEW BRIDGE CONSTRUCTION COMPLETION DATE : 04/15/11
LOCATION : ON LUTE ROAD OVER WILLOW CREEK, 0.5 MILE NORTH OF US 6 PROJECT(S) : 0710051
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1339168 LAPORTE CONSTRUCTION CO $ 728,636.87 100.0000%
2 26-3919039 TONN AND BLANK CONSTRUCTION LLC $ 736,501.46 101.0794%
3 35-1523985 WIRTZ & YATES INC $ 777,727.70 106.7374%
4 35-1106884 ELLAS CONSTRUCTION COMPANY INC $ 818,665.77 112.3558%
5 35-1817530 PIONEER ASSOCIATES INC $ 895,623.08 122.9176%
6 35-1035114 SUPERIOR CONSTRUCTION CO $ 927,226.12 127.2549%
7 35-1035122 GARIUP CONSTRUCTION CO INC $ 927,900.00 127.3474%
8 35-0918397 RIETH RILEY CONSTRUCTION $ 940,976.64 129.1421%
9 38-2675420 ANLAAN CORPORATION $ 956,516.20 131.2747%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 700 -2
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : B -31662-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1339168 |( 2 ) 26-3919039 |( 3 ) 35-1523985
|LAPORTE CONSTRUCTION CO |TONN AND BLANK CONSTRUCTION |WIRTZ & YATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE CONSTRUCTION
| | |
0001 105-06845 LUMP | 5226.95000 5226.95| 10506.00000 10506.00| 12000.00000 12000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 200.00000 400.00| 94.55400 189.11| 600.00000 1200.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 20.000 MOS | 150.00000 3000.00| 84.04800 1680.96| 300.00000 6000.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 36000.00000 36000.00| 47192.95200 47192.95| 45000.00000 45000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 16000.00000 16000.00| 9880.70000 9880.70| 25000.00000 25000.00
CLEARING RIGHT OF WAY | | |
0012 202-51330 LUMP | 59737.00000 59737.00| 10506.00000 10506.00| 30000.00000 30000.00
PRESENT STRUCTURE, REMOVE | | |
0013 203-02000 586.000 CYS | 18.30000 10723.80| 10.50600 6156.52| 9.00000 5274.00
EXCAVATION, COMMON | | |
0014 203-02070 477.000 CYS | 10.00000 4770.00| 15.75900 7517.04| 15.00000 7155.00
BORROW | | |
0015 203-51223 149.000 CYS | 15.42000 2297.58| 10.50600 1565.39| 12.00000 1788.00
EXCAVATION, WATERWAY | | |
0016 205-06932 12.000 LFT | 30.70000 368.40| 10.50600 126.07| 35.00000 420.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0017 205-06933 1.000 EACH | 125.00000 125.00| 525.30000 525.30| 150.00000 150.00
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06936 142.000 TON | 60.62000 8608.04| 57.78300 8205.19| 35.00000 4970.00
TEMPORARY SEDIMENT TRAP , MODIFIED | | |
0019 205-06937 991.000 LFT | 2.96000 2933.36| 1.89130 1874.28| 2.75000 2725.25
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 700 -3
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : B -31662-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1339168 |( 2 ) 26-3919039 |( 3 ) 35-1523985
|LAPORTE CONSTRUCTION CO |TONN AND BLANK CONSTRUCTION |WIRTZ & YATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08263 1698.000 SYS | 14.57000 24739.86| 15.65390 26580.32| 8.00000 13584.00
SUBGRADE TREATMENT, TYPE IA | | |
0021 207-08267 377.000 SYS | 8.99000 3389.23| 7.24910 2732.91| 8.50000 3204.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 211-06467 53.000 CYS | 35.83000 1898.99| 39.39750 2088.07| 35.00000 1855.00
AGGREGATE FOR END BENT BACKFILL | | |
0023 211-09264 177.000 CYS | 29.71000 5258.67| 39.39750 6973.36| 32.00000 5664.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0024 302-07455 44.000 CYS | 63.13000 2777.72| 44.12520 1941.51| 35.00000 1540.00
DENSE GRADED SUBBASE | | |
0025 303-01180 6.000 TON | 67.00000 402.00| 34.14450 204.87| 35.00000 210.00
COMPACTED AGGREGATE, NO. 53 | | |
0026 402-07434 106.000 TON | 92.00000 9752.00| 96.65520 10245.45| 100.00000 10600.00
HMA SURFACE, TYPE C | | |
0027 402-07439 177.000 TON | 77.00000 13629.00| 80.89620 14318.63| 89.00000 15753.00
HMA INTERMEDIATE, TYPE C | | |
0028 402-07442 700.000 TON | 70.00000 49000.00| 73.54200 51479.40| 85.00000 59500.00
HMA BASE, TYPE C | | |
0029 406-05521 3897.000 SYS | 0.60000 2338.20| 0.63040 2456.67| 0.65000 2533.05
ASPHALT FOR TACK COAT | | |
0030 601-01128 4.000 EACH | 1160.00000 4640.00| 1218.69600 4874.78| 1350.00000 5400.00
GUARDRAIL TRANSITION TYPE WGB | | |
0031 601-01839 1.000 EACH | 1905.00000 1905.00| 2001.39300 2001.39| 2600.00000 2600.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0032 601-01846 2.000 EACH | 1740.00000 3480.00| 1828.04400 3656.09| 2600.00000 5200.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0033 601-94689 1.000 EACH | 2605.00000 2605.00| 2736.81300 2736.81| 2700.00000 2700.00
GUARDRAIL END TREATMENT, OS | | |
0034 601-99105 93.750 LFT | 32.81000 3075.94| 18.91080 1772.89| 44.50000 4171.88
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0035 604-91531 4.000 SYS | 80.00000 320.00| 237.43560 949.74| 110.00000 440.00
SIDEWALK, CONCRETE, 4 IN | | |
0036 605-06150 401.000 LFT | 43.36000 17387.36| 31.51800 12638.72| 38.00000 15238.00
CURB AND GUTTER, C, CONCRETE | | |
0037 609-06259 264.000 SYS | 132.04000 34858.56| 99.80700 26349.05| 75.00000 19800.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0038 610-08446 377.000 SYS | 53.54000 20184.58| 52.53000 19803.81| 72.00000 27144.00
PCCP FOR APPROACHES, 6 IN | | |
0039 611-06497 4.000 EACH | 225.00000 900.00| 144.98280 579.93| 215.00000 860.00
MAILBOX ASSEMBLY, SINGLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 700 -4
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : B -31662-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1339168 |( 2 ) 26-3919039 |( 3 ) 35-1523985
|LAPORTE CONSTRUCTION CO |TONN AND BLANK CONSTRUCTION |WIRTZ & YATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 615-06490 12.000 EACH | 142.00000 1704.00| 94.64160 1135.70| 205.00000 2460.00
RIGHT OF WAY MARKER | | |
0041 615-06505 2.000 EACH | 875.00000 1750.00| 919.27500 1838.55| 675.00000 1350.00
MONUMENT, B | | |
0042 616-02320 648.000 SYS | 2.59000 1678.32| 3.67710 2382.76| 4.00000 2592.00
GEOTEXTILES | | |
0043 616-06405 365.000 TON | 39.12000 14278.80| 47.27700 17256.11| 68.00000 24820.00
RIPRAP, REVETMENT | | |
0044 621-01004 2.000 EACH | 500.00000 1000.00| 525.30000 1050.60| 600.00000 1200.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0045 621-06545 0.200 TON | 1280.00000 256.00| 1344.76800 268.95| 1440.00000 288.00
FERTILIZER | | |
0046 621-06557 60.000 LBS | 2.88000 172.80| 3.02920 181.75| 3.25000 195.00
SEED MIXTURE, T | | |
0047 621-06560 985.000 SYS | 1.10000 1083.50| 1.15620 1138.86| 1.10000 1083.50
MULCHED SEEDING, U | | |
0048 621-06565 1.000 TON | 528.00000 528.00| 554.71680 554.72| 600.00000 600.00
MULCHING MATERIAL | | |
0049 621-06567 3.200 kGAL | 1.00000 3.20| 1.31330 4.20| 1.10000 3.52
WATER | | |
0050 621-06574 172.000 SYS | 5.86000 1007.92| 6.15700 1059.00| 8.00000 1376.00
SODDING | | |
0051 621-06575 726.000 SYS | 5.86000 4254.36| 9.35550 6792.09| 7.00000 5082.00
SODDING, NURSERY | | |
0052 628-09402 10.000 MOS | 2341.12000 23411.20| 1710.37680 17103.77| 2100.00000 21000.00
FIELD OFFICE, B | | |
0053 628-09407 10.000 MOS | 350.00000 3500.00| 315.18000 3151.80| 400.00000 4000.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0054 701-09558 130.000 LFT | 59.96000 7794.80| 82.36700 10707.71| 50.00000 6500.00
TEST PILE, INDICATOR, PRODUCTION | | |
0055 701-09560 2.000 EACH | 636.97000 1273.94| 1634.73360 3269.47| 1280.00000 2560.00
TEST PILE, INDICATOR, RESTRIKE | | |
0056 701-09663 780.000 LFT | 45.00000 35100.00| 68.31060 53282.27| 48.00000 37440.00
PILE, STEEL PIPE, 0.312 IN, 14 IN | | |
0057 701-09679 14.000 EACH | 185.00000 2590.00| 210.12000 2941.68| 350.00000 4900.00
CONICAL PILE TIP, 14 IN | | |
0058 702-92857 41.000 CYS | 450.00000 18450.00| 738.46930 30277.24| 600.00000 24600.00
CONCRETE, C, SUBSTRUCTURE | | |
0059 703-06029 50765.000 LBS | 0.94000 47719.10| 1.09360 55516.60| 0.80000 40612.00
REINFORCING BARS, EPOXY COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 700 -5
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : B -31662-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1339168 |( 2 ) 26-3919039 |( 3 ) 35-1523985
|LAPORTE CONSTRUCTION CO |TONN AND BLANK CONSTRUCTION |WIRTZ & YATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 704-51002 139.000 CYS | 500.00000 69500.00| 598.57750 83202.27| 600.00000 83400.00
CONCRETE, C, SUPERSTRUCTURE | | |
0061 706-06349 67.000 LFT | 261.79000 17539.93| 155.55150 10421.95| 450.00000 30150.00
RAILING, TX , MODIFIED | | |
0062 706-06372 4.000 EACH | 1233.37000 4933.48| 2510.93400 10043.74| 1650.00000 6600.00
CONCRETE BRIDGE RAILING TRANSITION, TTX | | |
, MODIFIED | | |
0063 707-05984 265.000 LFT | 123.08000 32616.20| 171.55310 45461.57| 134.00000 35510.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | |
45" X 16" | | |
0064 709-51821 LUMP | 3676.40000 3676.40| 3645.58200 3645.58| 4500.00000 4500.00
SURFACE SEAL | | |
0065 715-05149 207.000 LFT | 41.44000 8578.08| 48.32760 10003.81| 45.00000 9315.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0066 715-05151 234.000 LFT | 41.55000 9722.70| 49.37620 11554.03| 45.00000 10530.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0067 715-05156 156.000 LFT | 55.38000 8639.28| 52.53000 8194.68| 48.00000 7488.00
PIPE, TYPE 2, CIRCULAR, 30 IN | | |
0068 715-05407 130.000 LFT | 7.57000 984.10| 10.50600 1365.78| 9.50000 1235.00
PIPE, END BENT DRAIN, 6 IN | | |
0069 715-08627 34.000 LFT | 20.63000 701.42| 17.86020 607.25| 110.00000 3740.00
PIPE, TYPE 2, CIRCULAR, 4 IN | | |
0070 715-46005 1.000 EACH | 587.39000 587.39| 393.97500 393.98| 185.00000 185.00
PIPE END SECTION, 15 IN | | |
0071 715-46030 2.000 EACH | 812.37000 1624.74| 525.30000 1050.60| 390.00000 780.00
PIPE END SECTION, 30 IN | | |
0072 720-07309 56.000 LFT | 191.95000 10749.20| 96.65520 5412.69| 380.00000 21280.00
TRENCH DRAIN , MODIFIED | | |
0073 720-44000 4.000 EACH | 396.44000 1585.76| 157.59000 630.36| 200.00000 800.00
CASTING, ADJUST TO GRADE | | |
0074 720-45042 1.000 EACH | 2494.74000 2494.74| 2101.20000 2101.20| 2500.00000 2500.00
INLET, HA5 | | |
0075 720-45235 2.000 EACH | 2494.75000 4989.50| 1654.69600 3309.39| 2300.00000 4600.00
CATCH BASIN, E7 | | |
0076 720-45410 1.000 EACH | 2172.14000 2172.14| 1838.55000 1838.55| 2100.00000 2100.00
MANHOLE, C4 | | |
0077 720-45415 1.000 EACH | 2272.14000 2272.14| 2626.50000 2626.50| 3100.00000 3100.00
MANHOLE, D4 | | |
0078 720-98174 3.000 EACH | 2194.75000 6584.25| 2206.26000 6618.78| 2000.00000 6000.00
INLET, B15 | | |
0079 720-98555 4.000 EACH | 2494.75000 9979.00| 2206.26000 8825.04| 2500.00000 10000.00
INLET, C15 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 700 -6
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : B -31662-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 35-1339168 |( 2 ) 26-3919039 |( 3 ) 35-1523985
|LAPORTE CONSTRUCTION CO |TONN AND BLANK CONSTRUCTION |WIRTZ & YATES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 801-03290 2.000 EACH | 109.00000 218.00| 114.51540 229.03| 185.00000 370.00
CONSTRUCTION SIGN, C | | |
0081 801-04308 6.000 EACH | 129.00000 774.00| 135.52740 813.16| 180.00000 1080.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0082 801-06625 14.000 EACH | 81.00000 1134.00| 85.09860 1191.38| 90.00000 1260.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0083 801-06640 8.000 EACH | 96.00000 768.00| 100.85760 806.86| 138.00000 1104.00
CONSTRUCTION SIGN, A | | |
0084 801-07118 64.000 LFT | 9.89000 632.96| 10.39040 664.99| 9.50000 608.00
BARRICADE, III-A | | |
0085 801-07119 128.000 LFT | 10.51000 1345.28| 11.04180 1413.35| 9.50000 1216.00
BARRICADE, III-B | | |
0086 802-07060 1.000 EACH | 195.00000 195.00| 78.79500 78.80| 215.00000 215.00
SIGN, SHEET, RELOCATE | | |
0087 808-03631 1200.000 LFT | 0.90000 1080.00| 1.05060 1260.72| 1.86000 2232.00
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0088 808-03632 1200.000 LFT | 0.90000 1080.00| 1.05060 1260.72| 1.86000 2232.00
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0089 615-92498 1.000 EACH | 1185.00000 1185.00| 1244.96100 1244.96| 1250.00000 1250.00
BENCH MARK , | | |
SECTION TOTALS | $ 728,636.87| $ 736,501.46| $ 777,727.70
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 728,636.87| $ 736,501.46| $ 777,727.70
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 700 -7
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : B -31662-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1106884 |( 5 ) 35-1817530 |( 6 ) 35-1035114
|ELLAS CONSTRUCTION COMPANY I |PIONEER ASSOCIATES INC |SUPERIOR CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE CONSTRUCTION
| | |
0001 105-06845 LUMP | 7500.00000 7500.00| 6900.00000 6900.00| 35000.00000 35000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 200.00000 400.00| 220.00000 440.00| 150.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 20.000 MOS | 100.00000 2000.00| 145.00000 2900.00| 125.00000 2500.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 40000.00000 40000.00| 46000.00000 46000.00| 48000.00000 48000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 16000.00000 16000.00| 18500.00000 18500.00| 19240.00000 19240.00
CLEARING RIGHT OF WAY | | |
0012 202-51330 LUMP | 109000.00000 109000.00| 65000.00000 65000.00| 64110.00000 64110.00
PRESENT STRUCTURE, REMOVE | | |
0013 203-02000 586.000 CYS | 13.50000 7911.00| 12.00000 7032.00| 18.00000 10548.00
EXCAVATION, COMMON | | |
0014 203-02070 477.000 CYS | 22.00000 10494.00| 32.50000 15502.50| 0.01000 4.77
BORROW | | |
0015 203-51223 149.000 CYS | 20.25000 3017.25| 43.00000 6407.00| 29.00000 4321.00
EXCAVATION, WATERWAY | | |
0016 205-06932 12.000 LFT | 30.70000 368.40| 14.00000 168.00| 30.70000 368.40
TEMPORARY CHECK DAM, STRAW BALES | | |
0017 205-06933 1.000 EACH | 125.00000 125.00| 125.00000 125.00| 125.00000 125.00
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06936 142.000 TON | 89.00000 12638.00| 155.00000 22010.00| 66.00000 9372.00
TEMPORARY SEDIMENT TRAP , MODIFIED | | |
0019 205-06937 991.000 LFT | 1.80000 1783.80| 4.00000 3964.00| 1.80000 1783.80
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 700 -8
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : B -31662-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1106884 |( 5 ) 35-1817530 |( 6 ) 35-1035114
|ELLAS CONSTRUCTION COMPANY I |PIONEER ASSOCIATES INC |SUPERIOR CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08263 1698.000 SYS | 14.60000 24790.80| 27.00000 45846.00| 14.20000 24111.60
SUBGRADE TREATMENT, TYPE IA | | |
0021 207-08267 377.000 SYS | 7.65000 2884.05| 10.00000 3770.00| 18.50000 6974.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 211-06467 53.000 CYS | 56.50000 2994.50| 55.00000 2915.00| 85.00000 4505.00
AGGREGATE FOR END BENT BACKFILL | | |
0023 211-09264 177.000 CYS | 26.60000 4708.20| 50.00000 8850.00| 24.00000 4248.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0024 302-07455 44.000 CYS | 57.50000 2530.00| 50.00000 2200.00| 84.00000 3696.00
DENSE GRADED SUBBASE | | |
0025 303-01180 6.000 TON | 43.50000 261.00| 27.00000 162.00| 59.00000 354.00
COMPACTED AGGREGATE, NO. 53 | | |
0026 402-07434 106.000 TON | 92.00000 9752.00| 92.00000 9752.00| 92.00000 9752.00
HMA SURFACE, TYPE C | | |
0027 402-07439 177.000 TON | 77.00000 13629.00| 77.00000 13629.00| 77.00000 13629.00
HMA INTERMEDIATE, TYPE C | | |
0028 402-07442 700.000 TON | 70.00000 49000.00| 70.00000 49000.00| 70.00000 49000.00
HMA BASE, TYPE C | | |
0029 406-05521 3897.000 SYS | 0.60000 2338.20| 0.60000 2338.20| 0.60000 2338.20
ASPHALT FOR TACK COAT | | |
0030 601-01128 4.000 EACH | 1160.00000 4640.00| 1365.00000 5460.00| 1460.00000 5840.00
GUARDRAIL TRANSITION TYPE WGB | | |
0031 601-01839 1.000 EACH | 1905.00000 1905.00| 2225.00000 2225.00| 1905.00000 1905.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0032 601-01846 2.000 EACH | 1740.00000 3480.00| 2225.00000 4450.00| 2040.00000 4080.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0033 601-94689 1.000 EACH | 2605.00000 2605.00| 2560.00000 2560.00| 2605.00000 2605.00
GUARDRAIL END TREATMENT, OS | | |
0034 601-99105 93.750 LFT | 18.00000 1687.50| 36.00000 3375.00| 18.00000 1687.50
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0035 604-91531 4.000 SYS | 87.75000 351.00| 47.00000 188.00| 84.00000 336.00
SIDEWALK, CONCRETE, 4 IN | | |
0036 605-06150 401.000 LFT | 26.00000 10426.00| 40.00000 16040.00| 25.00000 10025.00
CURB AND GUTTER, C, CONCRETE | | |
0037 609-06259 264.000 SYS | 87.00000 22968.00| 112.00000 29568.00| 155.00000 40920.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0038 610-08446 377.000 SYS | 47.15000 17775.55| 72.00000 27144.00| 50.00000 18850.00
PCCP FOR APPROACHES, 6 IN | | |
0039 611-06497 4.000 EACH | 225.00000 900.00| 180.00000 720.00| 225.00000 900.00
MAILBOX ASSEMBLY, SINGLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 700 -9
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : B -31662-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1106884 |( 5 ) 35-1817530 |( 6 ) 35-1035114
|ELLAS CONSTRUCTION COMPANY I |PIONEER ASSOCIATES INC |SUPERIOR CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 615-06490 12.000 EACH | 142.00000 1704.00| 169.00000 2028.00| 142.00000 1704.00
RIGHT OF WAY MARKER | | |
0041 615-06505 2.000 EACH | 875.00000 1750.00| 570.00000 1140.00| 875.00000 1750.00
MONUMENT, B | | |
0042 616-02320 648.000 SYS | 2.50000 1620.00| 3.65000 2365.20| 4.00000 2592.00
GEOTEXTILES | | |
0043 616-06405 365.000 TON | 47.00000 17155.00| 65.00000 23725.00| 50.00000 18250.00
RIPRAP, REVETMENT | | |
0044 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0045 621-06545 0.200 TON | 1280.00000 256.00| 1280.00000 256.00| 1280.00000 256.00
FERTILIZER | | |
0046 621-06557 60.000 LBS | 2.88000 172.80| 2.88000 172.80| 2.88000 172.80
SEED MIXTURE, T | | |
0047 621-06560 985.000 SYS | 1.10000 1083.50| 1.10000 1083.50| 1.10000 1083.50
MULCHED SEEDING, U | | |
0048 621-06565 1.000 TON | 528.00000 528.00| 528.00000 528.00| 528.00000 528.00
MULCHING MATERIAL | | |
0049 621-06567 3.200 kGAL | 1.00000 3.20| 1.00000 3.20| 1.00000 3.20
WATER | | |
0050 621-06574 172.000 SYS | 5.86000 1007.92| 5.86000 1007.92| 8.32000 1431.04
SODDING | | |
0051 621-06575 726.000 SYS | 5.86000 4254.36| 5.86000 4254.36| 8.32000 6040.32
SODDING, NURSERY | | |
0052 628-09402 10.000 MOS | 2500.00000 25000.00| 3000.00000 30000.00| 1518.00000 15180.00
FIELD OFFICE, B | | |
0053 628-09407 10.000 MOS | 210.00000 2100.00| 445.00000 4450.00| 150.00000 1500.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0054 701-09558 130.000 LFT | 65.35000 8495.50| 80.00000 10400.00| 100.00000 13000.00
TEST PILE, INDICATOR, PRODUCTION | | |
0055 701-09560 2.000 EACH | 2800.00000 5600.00| 800.00000 1600.00| 1400.00000 2800.00
TEST PILE, INDICATOR, RESTRIKE | | |
0056 701-09663 780.000 LFT | 65.35000 50973.00| 70.00000 54600.00| 52.50000 40950.00
PILE, STEEL PIPE, 0.312 IN, 14 IN | | |
0057 701-09679 14.000 EACH | 257.00000 3598.00| 300.00000 4200.00| 260.00000 3640.00
CONICAL PILE TIP, 14 IN | | |
0058 702-92857 41.000 CYS | 1000.00000 41000.00| 510.00000 20910.00| 1000.00000 41000.00
CONCRETE, C, SUBSTRUCTURE | | |
0059 703-06029 50765.000 LBS | 0.97000 49242.05| 1.09000 55333.85| 1.05000 53303.25
REINFORCING BARS, EPOXY COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 700 -10
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : B -31662-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1106884 |( 5 ) 35-1817530 |( 6 ) 35-1035114
|ELLAS CONSTRUCTION COMPANY I |PIONEER ASSOCIATES INC |SUPERIOR CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 704-51002 139.000 CYS | 600.00000 83400.00| 530.00000 73670.00| 900.00000 125100.00
CONCRETE, C, SUPERSTRUCTURE | | |
0061 706-06349 67.000 LFT | 91.50000 6130.50| 330.00000 22110.00| 175.00000 11725.00
RAILING, TX , MODIFIED | | |
0062 706-06372 4.000 EACH | 2672.00000 10688.00| 3150.00000 12600.00| 3300.00000 13200.00
CONCRETE BRIDGE RAILING TRANSITION, TTX | | |
, MODIFIED | | |
0063 707-05984 265.000 LFT | 171.00000 45315.00| 195.00000 51675.00| 325.00000 86125.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | |
45" X 16" | | |
0064 709-51821 LUMP | 3700.00000 3700.00| 3470.00000 3470.00| 3020.00000 3020.00
SURFACE SEAL | | |
0065 715-05149 207.000 LFT | 20.85000 4315.95| 32.65000 6758.55| 22.00000 4554.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0066 715-05151 234.000 LFT | 21.75000 5089.50| 40.00000 9360.00| 30.00000 7020.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0067 715-05156 156.000 LFT | 48.75000 7605.00| 74.00000 11544.00| 55.00000 8580.00
PIPE, TYPE 2, CIRCULAR, 30 IN | | |
0068 715-05407 130.000 LFT | 10.00000 1300.00| 16.37000 2128.10| 20.00000 2600.00
PIPE, END BENT DRAIN, 6 IN | | |
0069 715-08627 34.000 LFT | 6.00000 204.00| 25.95000 882.30| 25.00000 850.00
PIPE, TYPE 2, CIRCULAR, 4 IN | | |
0070 715-46005 1.000 EACH | 290.00000 290.00| 270.00000 270.00| 700.00000 700.00
PIPE END SECTION, 15 IN | | |
0071 715-46030 2.000 EACH | 488.00000 976.00| 930.00000 1860.00| 1300.00000 2600.00
PIPE END SECTION, 30 IN | | |
0072 720-07309 56.000 LFT | 152.00000 8512.00| 220.00000 12320.00| 150.00000 8400.00
TRENCH DRAIN , MODIFIED | | |
0073 720-44000 4.000 EACH | 500.00000 2000.00| 885.00000 3540.00| 850.00000 3400.00
CASTING, ADJUST TO GRADE | | |
0074 720-45042 1.000 EACH | 1800.00000 1800.00| 2325.00000 2325.00| 2500.00000 2500.00
INLET, HA5 | | |
0075 720-45235 2.000 EACH | 1500.00000 3000.00| 2000.00000 4000.00| 2200.00000 4400.00
CATCH BASIN, E7 | | |
0076 720-45410 1.000 EACH | 1700.00000 1700.00| 3250.00000 3250.00| 2400.00000 2400.00
MANHOLE, C4 | | |
0077 720-45415 1.000 EACH | 2225.00000 2225.00| 6230.00000 6230.00| 2900.00000 2900.00
MANHOLE, D4 | | |
0078 720-98174 3.000 EACH | 2050.00000 6150.00| 1575.00000 4725.00| 3000.00000 9000.00
INLET, B15 | | |
0079 720-98555 4.000 EACH | 2050.00000 8200.00| 1600.00000 6400.00| 3000.00000 12000.00
INLET, C15 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 700 -11
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : B -31662-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 35-1106884 |( 5 ) 35-1817530 |( 6 ) 35-1035114
|ELLAS CONSTRUCTION COMPANY I |PIONEER ASSOCIATES INC |SUPERIOR CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 801-03290 2.000 EACH | 109.00000 218.00| 242.53000 485.06| 109.00000 218.00
CONSTRUCTION SIGN, C | | |
0081 801-04308 6.000 EACH | 129.00000 774.00| 469.24000 2815.44| 129.00000 774.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0082 801-06625 14.000 EACH | 81.00000 1134.00| 93.85000 1313.90| 81.00000 1134.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0083 801-06640 8.000 EACH | 96.00000 768.00| 187.70000 1501.60| 96.00000 768.00
CONSTRUCTION SIGN, A | | |
0084 801-07118 64.000 LFT | 9.89000 632.96| 14.76000 944.64| 9.89000 632.96
BARRICADE, III-A | | |
0085 801-07119 128.000 LFT | 10.51000 1345.28| 15.82000 2024.96| 10.51000 1345.28
BARRICADE, III-B | | |
0086 802-07060 1.000 EACH | 195.00000 195.00| 195.00000 195.00| 195.00000 195.00
SIGN, SHEET, RELOCATE | | |
0087 808-03631 1200.000 LFT | 1.00000 1200.00| 1.05000 1260.00| 0.95000 1140.00
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0088 808-03632 1200.000 LFT | 1.00000 1200.00| 1.05000 1260.00| 0.95000 1140.00
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0089 615-92498 1.000 EACH | 1185.00000 1185.00| 500.00000 500.00| 1185.00000 1185.00
BENCH MARK , | | |
SECTION TOTALS | $ 818,665.77| $ 895,623.08| $ 927,226.12
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 818,665.77| $ 895,623.08| $ 927,226.12
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 700 -12
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : B -31662-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 7 ) 35-1035122 |( 8 ) 35-0918397 |( 9 ) 38-2675420
|GARIUP CONSTRUCTION CO INC |RIETH RILEY CONSTRUCTION |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE CONSTRUCTION
| | |
0001 105-06845 LUMP | 53757.25000 53757.25| 15000.00000 15000.00| 1000.00000 1000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 250.00000 500.00| 150.00000 300.00| 225.00000 450.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 20.000 MOS | 180.00000 3600.00| 110.00000 2200.00| 85.00000 1700.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 40000.00000 40000.00| 47048.53000 47048.53| 117000.00000 117000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 25000.00000 25000.00| 18819.41000 18819.41| 40000.00000 40000.00
CLEARING RIGHT OF WAY | | |
0012 202-51330 LUMP | 21000.00000 21000.00| 51988.06000 51988.06| 90000.00000 90000.00
PRESENT STRUCTURE, REMOVE | | |
0013 203-02000 586.000 CYS | 18.00000 10548.00| 35.00000 20510.00| 16.00000 9376.00
EXCAVATION, COMMON | | |
0014 203-02070 477.000 CYS | 25.00000 11925.00| 28.00000 13356.00| 26.50000 12640.50
BORROW | | |
0015 203-51223 149.000 CYS | 25.00000 3725.00| 40.00000 5960.00| 23.00000 3427.00
EXCAVATION, WATERWAY | | |
0016 205-06932 12.000 LFT | 32.00000 384.00| 30.70000 368.40| 30.70000 368.40
TEMPORARY CHECK DAM, STRAW BALES | | |
0017 205-06933 1.000 EACH | 135.00000 135.00| 125.00000 125.00| 125.00000 125.00
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06936 142.000 TON | 55.00000 7810.00| 45.00000 6390.00| 31.25000 4437.50
TEMPORARY SEDIMENT TRAP , MODIFIED | | |
0019 205-06937 991.000 LFT | 2.00000 1982.00| 1.80000 1783.80| 1.80000 1783.80
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 700 -13
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : B -31662-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 7 ) 35-1035122 |( 8 ) 35-0918397 |( 9 ) 38-2675420
|GARIUP CONSTRUCTION CO INC |RIETH RILEY CONSTRUCTION |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 207-08263 1698.000 SYS | 12.00000 20376.00| 13.50000 22923.00| 16.00000 27168.00
SUBGRADE TREATMENT, TYPE IA | | |
0021 207-08267 377.000 SYS | 8.00000 3016.00| 28.00000 10556.00| 6.50000 2450.50
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 211-06467 53.000 CYS | 50.00000 2650.00| 60.00000 3180.00| 45.00000 2385.00
AGGREGATE FOR END BENT BACKFILL | | |
0023 211-09264 177.000 CYS | 22.00000 3894.00| 55.00000 9735.00| 35.00000 6195.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0024 302-07455 44.000 CYS | 60.00000 2640.00| 120.00000 5280.00| 30.00000 1320.00
DENSE GRADED SUBBASE | | |
0025 303-01180 6.000 TON | 40.00000 240.00| 200.00000 1200.00| 24.00000 144.00
COMPACTED AGGREGATE, NO. 53 | | |
0026 402-07434 106.000 TON | 95.00000 10070.00| 115.00000 12190.00| 115.00000 12190.00
HMA SURFACE, TYPE C | | |
0027 402-07439 177.000 TON | 80.00000 14160.00| 81.00000 14337.00| 81.00000 14337.00
HMA INTERMEDIATE, TYPE C | | |
0028 402-07442 700.000 TON | 72.00000 50400.00| 68.00000 47600.00| 68.00000 47600.00
HMA BASE, TYPE C | | |
0029 406-05521 3897.000 SYS | 0.65000 2533.05| 0.10000 389.70| 0.10000 389.70
ASPHALT FOR TACK COAT | | |
0030 601-01128 4.000 EACH | 1300.00000 5200.00| 1270.67000 5082.68| 1160.00000 4640.00
GUARDRAIL TRANSITION TYPE WGB | | |
0031 601-01839 1.000 EACH | 2100.00000 2100.00| 2086.75000 2086.75| 1905.00000 1905.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0032 601-01846 2.000 EACH | 1940.00000 3880.00| 1906.01000 3812.02| 1740.00000 3480.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0033 601-94689 1.000 EACH | 2750.00000 2750.00| 2853.54000 2853.54| 2605.00000 2605.00
GUARDRAIL END TREATMENT, OS | | |
0034 601-99105 93.750 LFT | 22.00000 2062.50| 19.72000 1848.75| 18.00000 1687.50
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0035 604-91531 4.000 SYS | 90.00000 360.00| 280.00000 1120.00| 50.00000 200.00
SIDEWALK, CONCRETE, 4 IN | | |
0036 605-06150 401.000 LFT | 22.00000 8822.00| 38.00000 15238.00| 30.00000 12030.00
CURB AND GUTTER, C, CONCRETE | | |
0037 609-06259 264.000 SYS | 80.00000 21120.00| 86.00000 22704.00| 95.00000 25080.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0038 610-08446 377.000 SYS | 52.00000 19604.00| 52.00000 19604.00| 50.00000 18850.00
PCCP FOR APPROACHES, 6 IN | | |
0039 611-06497 4.000 EACH | 250.00000 1000.00| 246.47000 985.88| 225.00000 900.00
MAILBOX ASSEMBLY, SINGLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 700 -14
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : B -31662-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 7 ) 35-1035122 |( 8 ) 35-0918397 |( 9 ) 38-2675420
|GARIUP CONSTRUCTION CO INC |RIETH RILEY CONSTRUCTION |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 615-06490 12.000 EACH | 160.00000 1920.00| 155.55000 1866.60| 142.00000 1704.00
RIGHT OF WAY MARKER | | |
0041 615-06505 2.000 EACH | 900.00000 1800.00| 958.48000 1916.96| 875.00000 1750.00
MONUMENT, B | | |
0042 616-02320 648.000 SYS | 2.50000 1620.00| 3.00000 1944.00| 1.30000 842.40
GEOTEXTILES | | |
0043 616-06405 365.000 TON | 65.00000 23725.00| 54.00000 19710.00| 55.00000 20075.00
RIPRAP, REVETMENT | | |
0044 621-01004 2.000 EACH | 540.00000 1080.00| 500.00000 1000.00| 500.00000 1000.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0045 621-06545 0.200 TON | 1400.00000 280.00| 1280.00000 256.00| 1280.00000 256.00
FERTILIZER | | |
0046 621-06557 60.000 LBS | 3.00000 180.00| 2.88000 172.80| 2.88000 172.80
SEED MIXTURE, T | | |
0047 621-06560 985.000 SYS | 1.30000 1280.50| 1.10000 1083.50| 1.10000 1083.50
MULCHED SEEDING, U | | |
0048 621-06565 1.000 TON | 560.00000 560.00| 528.00000 528.00| 528.00000 528.00
MULCHING MATERIAL | | |
0049 621-06567 3.200 kGAL | 40.00000 128.00| 1.00000 3.20| 1.00000 3.20
WATER | | |
0050 621-06574 172.000 SYS | 6.40000 1100.80| 5.86000 1007.92| 10.82000 1861.04
SODDING | | |
0051 621-06575 726.000 SYS | 9.40000 6824.40| 8.90000 6461.40| 10.82000 7855.32
SODDING, NURSERY | | |
0052 628-09402 10.000 MOS | 2300.00000 23000.00| 3600.00000 36000.00| 1650.00000 16500.00
FIELD OFFICE, B | | |
0053 628-09407 10.000 MOS | 260.00000 2600.00| 280.00000 2800.00| 75.00000 750.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0054 701-09558 130.000 LFT | 420.00000 54600.00| 70.00000 9100.00| 56.00000 7280.00
TEST PILE, INDICATOR, PRODUCTION | | |
0055 701-09560 2.000 EACH | 2000.00000 4000.00| 720.00000 1440.00| 300.00000 600.00
TEST PILE, INDICATOR, RESTRIKE | | |
0056 701-09663 780.000 LFT | 130.00000 101400.00| 87.00000 67860.00| 41.00000 31980.00
PILE, STEEL PIPE, 0.312 IN, 14 IN | | |
0057 701-09679 14.000 EACH | 350.00000 4900.00| 230.00000 3220.00| 240.00000 3360.00
CONICAL PILE TIP, 14 IN | | |
0058 702-92857 41.000 CYS | 750.00000 30750.00| 800.00000 32800.00| 730.00000 29930.00
CONCRETE, C, SUBSTRUCTURE | | |
0059 703-06029 50765.000 LBS | 0.70000 35535.50| 1.50000 76147.50| 0.92000 46703.80
REINFORCING BARS, EPOXY COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 700 -15
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : B -31662-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 7 ) 35-1035122 |( 8 ) 35-0918397 |( 9 ) 38-2675420
|GARIUP CONSTRUCTION CO INC |RIETH RILEY CONSTRUCTION |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 704-51002 139.000 CYS | 500.00000 69500.00| 660.00000 91740.00| 1046.00000 145394.00
CONCRETE, C, SUPERSTRUCTURE | | |
0061 706-06349 67.000 LFT | 490.00000 32830.00| 350.00000 23450.00| 357.00000 23919.00
RAILING, TX , MODIFIED | | |
0062 706-06372 4.000 EACH | 4900.00000 19600.00| 2960.00000 11840.00| 5446.00000 21784.00
CONCRETE BRIDGE RAILING TRANSITION, TTX | | |
, MODIFIED | | |
0063 707-05984 265.000 LFT | 185.00000 49025.00| 190.00000 50350.00| 170.00000 45050.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM , | | |
45" X 16" | | |
0064 709-51821 LUMP | 3800.00000 3800.00| 4900.00000 4900.00| 3470.00000 3470.00
SURFACE SEAL | | |
0065 715-05149 207.000 LFT | 45.00000 9315.00| 60.00000 12420.00| 30.00000 6210.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0066 715-05151 234.000 LFT | 55.00000 12870.00| 60.00000 14040.00| 33.00000 7722.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0067 715-05156 156.000 LFT | 75.00000 11700.00| 75.00000 11700.00| 59.00000 9204.00
PIPE, TYPE 2, CIRCULAR, 30 IN | | |
0068 715-05407 130.000 LFT | 35.00000 4550.00| 8.00000 1040.00| 5.00000 650.00
PIPE, END BENT DRAIN, 6 IN | | |
0069 715-08627 34.000 LFT | 30.00000 1020.00| 10.00000 340.00| 7.50000 255.00
PIPE, TYPE 2, CIRCULAR, 4 IN | | |
0070 715-46005 1.000 EACH | 300.00000 300.00| 940.00000 940.00| 280.00000 280.00
PIPE END SECTION, 15 IN | | |
0071 715-46030 2.000 EACH | 550.00000 1100.00| 1300.00000 2600.00| 500.00000 1000.00
PIPE END SECTION, 30 IN | | |
0072 720-07309 56.000 LFT | 350.00000 19600.00| 225.00000 12600.00| 270.00000 15120.00
TRENCH DRAIN , MODIFIED | | |
0073 720-44000 4.000 EACH | 300.00000 1200.00| 1500.00000 6000.00| 1130.00000 4520.00
CASTING, ADJUST TO GRADE | | |
0074 720-45042 1.000 EACH | 2300.00000 2300.00| 2430.00000 2430.00| 1700.00000 1700.00
INLET, HA5 | | |
0075 720-45235 2.000 EACH | 1400.00000 2800.00| 2030.00000 4060.00| 1230.00000 2460.00
CATCH BASIN, E7 | | |
0076 720-45410 1.000 EACH | 1900.00000 1900.00| 3580.00000 3580.00| 1970.00000 1970.00
MANHOLE, C4 | | |
0077 720-45415 1.000 EACH | 2800.00000 2800.00| 4200.00000 4200.00| 2300.00000 2300.00
MANHOLE, D4 | | |
0078 720-98174 3.000 EACH | 1900.00000 5700.00| 2900.00000 8700.00| 1750.00000 5250.00
INLET, B15 | | |
0079 720-98555 4.000 EACH | 1900.00000 7600.00| 2900.00000 11600.00| 1905.00000 7620.00
INLET, C15 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 700 -16
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : B -31662-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 7 ) 35-1035122 |( 8 ) 35-0918397 |( 9 ) 38-2675420
|GARIUP CONSTRUCTION CO INC |RIETH RILEY CONSTRUCTION |ANLAAN CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 801-03290 2.000 EACH | 250.00000 500.00| 109.00000 218.00| 109.00000 218.00
CONSTRUCTION SIGN, C | | |
0081 801-04308 6.000 EACH | 500.00000 3000.00| 129.00000 774.00| 129.00000 774.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0082 801-06625 14.000 EACH | 95.00000 1330.00| 81.00000 1134.00| 81.00000 1134.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0083 801-06640 8.000 EACH | 185.00000 1480.00| 96.00000 768.00| 96.00000 768.00
CONSTRUCTION SIGN, A | | |
0084 801-07118 64.000 LFT | 18.00000 1152.00| 9.89000 632.96| 9.89000 632.96
BARRICADE, III-A | | |
0085 801-07119 128.000 LFT | 18.00000 2304.00| 10.51000 1345.28| 10.51000 1345.28
BARRICADE, III-B | | |
0086 802-07060 1.000 EACH | 200.00000 200.00| 75.00000 75.00| 195.00000 195.00
SIGN, SHEET, RELOCATE | | |
0087 808-03631 1200.000 LFT | 1.10000 1320.00| 1.50000 1800.00| 0.95000 1140.00
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0088 808-03632 1200.000 LFT | 1.10000 1320.00| 1.50000 1800.00| 0.95000 1140.00
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0089 615-92498 1.000 EACH | 1250.00000 1250.00| 2000.00000 2000.00| 1185.00000 1185.00
BENCH MARK , | | |
SECTION TOTALS | $ 927,900.00| $ 940,976.64| $ 956,516.20
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 927,900.00| $ 940,976.64| $ 956,516.20
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 720 -1
VENDOR RANKING
CALL ORDER : 720 CONTRACT ID : B -31702-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : SCOUR PROTECTION COMPLETION DATE : 05/01/11
LOCATION : AT VARIOUS LOCATIONS WITHIN THE CRAWFORDSVILLE DISTRICT PROJECT(S) : 0810211
0810212
0810213
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1636776 LINKEL COMPANY $ 601,544.00 100.0000%
2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 667,125.30 110.9022%
3 35-1817574 YARDBERRY LANDSCAPE $ 668,747.90 111.1719%
4 35-1381845 GEORGE R HARVEY & SON INC $ 726,942.18 120.8461%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 720 -2
TABULATION OF BIDS
CALL ORDER : 720 CONTRACT ID : B -31702-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1636776 |( 2 ) 35-1618530 |( 3 ) 35-1817574
|LINKEL COMPANY |AMERICAN CONTRACTING & SERVI |YARDBERRY LANDSCAPE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SCOUR PROTECTION
| | |
0001 105-06845 LUMP | 100000.00000 100000.00| 9000.00000 9000.00| 8000.00000 8000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 150.00000 300.00| 350.00000 700.00| 350.00000 700.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 100.00000 2400.00| 75.00000 1800.00| 150.00000 3600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0010 110-01001 LUMP | 50000.00000 50000.00| 33356.26400 33356.26| 29000.00000 29000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 5000.00000 5000.00| 10006.87900 10006.88| 8000.00000 8000.00
CLEARING RIGHT OF WAY , STR NO | | |
234-54-03049 | | |
0012 201-52370 LUMP | 5000.00000 5000.00| 10006.87900 10006.88| 7000.00000 7000.00
CLEARING RIGHT OF WAY , STR NO | | |
43-67-01077-A | | |
0013 201-52370 LUMP | 5000.00000 5000.00| 10006.87900 10006.88| 4000.00000 4000.00
CLEARING RIGHT OF WAY , STR NO | | |
I70-51-05178-CEBL | | |
0014 201-52370 LUMP | 5000.00000 5000.00| 10006.87900 10006.88| 4000.00000 4000.00
CLEARING RIGHT OF WAY , STR NO | | |
I70-51-05178-CWBL | | |
0015 201-52370 LUMP | 5000.00000 5000.00| 10006.87900 10006.88| 5000.00000 5000.00
CLEARING RIGHT OF WAY , STR NO | | |
I70-66-05184-BEBL | | |
0016 201-52370 LUMP | 5000.00000 5000.00| 10006.87900 10006.88| 5000.00000 5000.00
CLEARING RIGHT OF WAY , STR NO | | |
I70-66-05184-JWBL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 720 -3
TABULATION OF BIDS
CALL ORDER : 720 CONTRACT ID : B -31702-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1636776 |( 2 ) 35-1618530 |( 3 ) 35-1817574
|LINKEL COMPANY |AMERICAN CONTRACTING & SERVI |YARDBERRY LANDSCAPE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 201-52370 LUMP | 5000.00000 5000.00| 10006.87900 10006.88| 5000.00000 5000.00
CLEARING RIGHT OF WAY , STR NO | | |
I74-70-04437-CEBL | | |
0018 201-52370 LUMP | 5000.00000 5000.00| 10006.87900 10006.88| 5000.00000 5000.00
CLEARING RIGHT OF WAY , STR NO | | |
I74-70-04437-CWBL | | |
0019 201-90788 LUMP | 5000.00000 5000.00| 12000.00000 12000.00| 6000.00000 6000.00
DEBRIS, REMOVE, STRUCTURE NO | | |
43-67-01077-A | | |
0020 203-51223 56.000 CYS | 25.00000 1400.00| 50.00000 2800.00| 70.00000 3920.00
EXCAVATION, WATERWAY | | |
0021 205-06934 7.800 TON | 300.00000 2340.00| 325.00000 2535.00| 325.00000 2535.00
TEMPORARY MULCHING | | |
0022 616-02320 2418.000 SYS | 1.00000 2418.00| 5.00000 12090.00| 4.55000 11001.90
GEOTEXTILES | | |
0023 616-05688 1501.000 TON | 50.00000 75050.00| 50.00000 75050.00| 90.00000 135090.00
RIPRAP, CLASS 1 | | |
0024 616-05688 280.000 TON | 50.00000 14000.00| 90.00000 25200.00| 85.00000 23800.00
RIPRAP, CLASS 1 , TEMPORARY | | |
0025 616-05689 1966.000 TON | 50.00000 98300.00| 50.00000 98300.00| 90.00000 176940.00
RIPRAP, CLASS 2 | | |
0026 616-05689 428.000 TON | 50.00000 21400.00| 90.00000 38520.00| 85.00000 36380.00
RIPRAP, CLASS 2 , TEMPORARY | | |
0027 616-06405 437.000 TON | 50.00000 21850.00| 50.00000 21850.00| 70.00000 30590.00
RIPRAP, REVETMENT | | |
0028 621-01004 16.000 EACH | 500.00000 8000.00| 800.00000 12800.00| 500.00000 8000.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0029 621-06557 466.000 LBS | 5.00000 2330.00| 1.00000 466.00| 7.00000 3262.00
SEED MIXTURE, T | | |
0030 621-06559 11712.000 SYS | 2.00000 23424.00| 0.50000 5856.00| 0.75000 8784.00
MULCHED SEEDING, R | | |
0031 621-06560 3292.000 SYS | 3.00000 9876.00| 0.50000 1646.00| 0.75000 2469.00
MULCHED SEEDING, U | | |
0032 622-98200 40.000 EACH | 150.00000 6000.00| 40.00000 1600.00| 38.00000 1520.00
SIGN, DO NOT DISTURB | | |
0033 628-09402 12.000 MOS | 1500.00000 18000.00| 3000.00000 36000.00| 2250.00000 27000.00
FIELD OFFICE, B | | |
0034 628-09408 12.000 MOS | 200.00000 2400.00| 350.00000 4200.00| 450.00000 5400.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0035 628-09409 12.000 MOS | 100.00000 1200.00| 75.00000 900.00| 150.00000 1800.00
MOBILE INTERNET SERVICE , 1 EACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 720 -4
TABULATION OF BIDS
CALL ORDER : 720 CONTRACT ID : B -31702-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1636776 |( 2 ) 35-1618530 |( 3 ) 35-1817574
|LINKEL COMPANY |AMERICAN CONTRACTING & SERVI |YARDBERRY LANDSCAPE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 713-04509 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 6500.00000 6500.00
TEMPORARY PIPE | | |
0037 801-03290 30.000 EACH | 280.00000 8400.00| 199.00000 5970.00| 165.00000 4950.00
CONSTRUCTION SIGN, C | | |
0038 801-06207 10000.000 LFT | 1.00000 10000.00| 0.95000 9500.00| 1.20000 12000.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0039 801-06208 5000.000 LFT | 1.15000 5750.00| 1.27000 6350.00| 1.75000 8750.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
5 IN | | |
0040 801-06640 61.000 EACH | 200.00000 12200.00| 175.00000 10675.00| 150.00000 9150.00
CONSTRUCTION SIGN, A | | |
0041 801-06710 90.000 DAY | 50.00000 4500.00| 10.00000 900.00| 40.00000 3600.00
FLASHING ARROW SIGN | | |
0042 801-06775 LUMP | 50000.00000 50000.00| 147000.00000 147000.00| 55000.00000 55000.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 601,544.00| $ 667,125.30| $ 668,747.90
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 601,544.00| $ 667,125.30| $ 668,747.90
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 720 -5
TABULATION OF BIDS
CALL ORDER : 720 CONTRACT ID : B -31702-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1381845 |( ) |( )
|GEORGE R HARVEY & SON INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SCOUR PROTECTION
| | |
0001 105-06845 LUMP | 5000.00000 5000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 24.000 MOS | 100.00000 2400.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0010 110-01001 LUMP | 35000.00000 35000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 14480.00000 14480.00| |
CLEARING RIGHT OF WAY , STR NO | | |
234-54-03049 | | |
0012 201-52370 LUMP | 13380.00000 13380.00| |
CLEARING RIGHT OF WAY , STR NO | | |
43-67-01077-A | | |
0013 201-52370 LUMP | 12678.00000 12678.00| |
CLEARING RIGHT OF WAY , STR NO | | |
I70-51-05178-CEBL | | |
0014 201-52370 LUMP | 12678.00000 12678.00| |
CLEARING RIGHT OF WAY , STR NO | | |
I70-51-05178-CWBL | | |
0015 201-52370 LUMP | 11630.00000 11630.00| |
CLEARING RIGHT OF WAY , STR NO | | |
I70-66-05184-BEBL | | |
0016 201-52370 LUMP | 11630.00000 11630.00| |
CLEARING RIGHT OF WAY , STR NO | | |
I70-66-05184-JWBL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 720 -6
TABULATION OF BIDS
CALL ORDER : 720 CONTRACT ID : B -31702-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1381845 |( ) |( )
|GEORGE R HARVEY & SON INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 201-52370 LUMP | 6540.00000 6540.00| |
CLEARING RIGHT OF WAY , STR NO | | |
I74-70-04437-CEBL | | |
0018 201-52370 LUMP | 6540.00000 6540.00| |
CLEARING RIGHT OF WAY , STR NO | | |
I74-70-04437-CWBL | | |
0019 201-90788 LUMP | 7080.00000 7080.00| |
DEBRIS, REMOVE, STRUCTURE NO | | |
43-67-01077-A | | |
0020 203-51223 56.000 CYS | 100.00000 5600.00| |
EXCAVATION, WATERWAY | | |
0021 205-06934 7.800 TON | 720.50000 5619.90| |
TEMPORARY MULCHING | | |
0022 616-02320 2418.000 SYS | 4.00000 9672.00| |
GEOTEXTILES | | |
0023 616-05688 1501.000 TON | 82.00000 123082.00| |
RIPRAP, CLASS 1 | | |
0024 616-05688 280.000 TON | 85.50000 23940.00| |
RIPRAP, CLASS 1 , TEMPORARY | | |
0025 616-05689 1966.000 TON | 89.00000 174974.00| |
RIPRAP, CLASS 2 | | |
0026 616-05689 428.000 TON | 96.50000 41302.00| |
RIPRAP, CLASS 2 , TEMPORARY | | |
0027 616-06405 437.000 TON | 45.00000 19665.00| |
RIPRAP, REVETMENT | | |
0028 621-01004 16.000 EACH | 495.00000 7920.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0029 621-06557 466.000 LBS | 2.46000 1146.36| |
SEED MIXTURE, T | | |
0030 621-06559 11712.000 SYS | 0.83000 9720.96| |
MULCHED SEEDING, R | | |
0031 621-06560 3292.000 SYS | 0.88000 2896.96| |
MULCHED SEEDING, U | | |
0032 622-98200 40.000 EACH | 51.70000 2068.00| |
SIGN, DO NOT DISTURB | | |
0033 628-09402 12.000 MOS | 2300.00000 27600.00| |
FIELD OFFICE, B | | |
0034 628-09408 12.000 MOS | 275.00000 3300.00| |
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0035 628-09409 12.000 MOS | 100.00000 1200.00| |
MOBILE INTERNET SERVICE , 1 EACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 720 -7
TABULATION OF BIDS
CALL ORDER : 720 CONTRACT ID : B -31702-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 35-1381845 |( ) |( )
|GEORGE R HARVEY & SON INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 713-04509 LUMP | 1500.00000 1500.00| |
TEMPORARY PIPE | | |
0037 801-03290 30.000 EACH | 159.50000 4785.00| |
CONSTRUCTION SIGN, C | | |
0038 801-06207 10000.000 LFT | 1.08000 10800.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0039 801-06208 5000.000 LFT | 1.34000 6700.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
5 IN | | |
0040 801-06640 61.000 EACH | 143.00000 8723.00| |
CONSTRUCTION SIGN, A | | |
0041 801-06710 90.000 DAY | 16.50000 1485.00| |
FLASHING ARROW SIGN | | |
0042 801-06775 LUMP | 94000.00000 94000.00| |
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 726,942.18| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 726,942.18| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 730 -1
VENDOR RANKING
CALL ORDER : 730 CONTRACT ID : B -31704-A COUNTIES : GREENE SULLIVAN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : VINCENNES DISTRICT
DESCRIPTION : BRIDGE SCOUR PROTECTION COMPLETION DATE : 11/30/10
LOCATION : ON US 231, 0.25 MILE NORTH OF SR 45; 0.63 MILE N OF SR 45; PROJECT(S) : 0810119
2.51 MILES NORTH OF SR 45; ON SR 48 3.75 MILES EAST OF US 41 0810120
0810121
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1801998 CLR INC $ 134,907.00 100.0000%
2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 277,201.05 205.4757%
3 35-1636776 LINKEL COMPANY $ 295,814.00 219.2725%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 730 -2
TABULATION OF BIDS
CALL ORDER : 730 CONTRACT ID : B -31704-A COUNTIES : GREENE SULLIVAN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1801998 |( 2 ) 35-1618530 |( 3 ) 35-1636776
|CLR INC |AMERICAN CONTRACTING & SERVI |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE SCOUR PROTECTION
| | |
0001 105-06845 LUMP | 7500.00000 7500.00| 5500.00000 5500.00| 85000.00000 85000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 75.00000 150.00| 450.00000 900.00| 200.00000 400.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 43.00000 516.00| 75.00000 900.00| 100.00000 1200.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0010 110-01001 LUMP | 6700.00000 6700.00| 13860.05000 13860.05| 25000.00000 25000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 1500.00000 1500.00| 28500.00000 28500.00| 50000.00000 50000.00
CLEARING RIGHT OF WAY | | |
0012 201-90788 LUMP | 500.00000 500.00| 11000.00000 11000.00| 5000.00000 5000.00
DEBRIS, REMOVE, STRUCTURE NO 1 | | |
0013 201-90788 LUMP | 500.00000 500.00| 5500.00000 5500.00| 5000.00000 5000.00
DEBRIS, REMOVE, STRUCTURE NO 2 | | |
0014 201-90788 LUMP | 500.00000 500.00| 5500.00000 5500.00| 5000.00000 5000.00
DEBRIS, REMOVE, STRUCTURE NO 3 | | |
0015 201-90788 LUMP | 500.00000 500.00| 5500.00000 5500.00| 5000.00000 5000.00
DEBRIS, REMOVE, STRUCTURE NO 4 | | |
0016 203-51223 40.000 CYS | 75.00000 3000.00| 100.00000 4000.00| 25.00000 1000.00
EXCAVATION, WATERWAY | | |
0017 616-02320 1308.000 SYS | 5.00000 6540.00| 5.00000 6540.00| 1.00000 1308.00
GEOTEXTILES | | |
0018 616-05688 810.000 TON | 90.00000 72900.00| 60.00000 48600.00| 70.00000 56700.00
RIPRAP, CLASS 1 | | |
0019 616-05689 218.000 TON | 75.00000 16350.00| 70.00000 15260.00| 70.00000 15260.00
RIPRAP, CLASS 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 730 -3
TABULATION OF BIDS
CALL ORDER : 730 CONTRACT ID : B -31704-A COUNTIES : GREENE SULLIVAN
LETTING DATE : 07/07/10 10:00 AM DISTRICT : VINCENNES DISTRICT
====================================================================================================================================
|( 1 ) 35-1801998 |( 2 ) 35-1618530 |( 3 ) 35-1636776
|CLR INC |AMERICAN CONTRACTING & SERVI |LINKEL COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 628-09401 6.000 MOS | 1100.00000 6600.00| 4000.00000 24000.00| 1500.00000 9000.00
FIELD OFFICE, A | | |
0021 801-03290 9.000 EACH | 125.00000 1125.00| 155.00000 1395.00| 260.00000 2340.00
CONSTRUCTION SIGN, C | | |
0022 801-06640 24.000 EACH | 105.00000 2520.00| 135.00000 3240.00| 150.00000 3600.00
CONSTRUCTION SIGN, A | | |
0023 801-06775 LUMP | 7500.00000 7500.00| 97000.00000 97000.00| 25000.00000 25000.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 134,907.00| $ 277,201.05| $ 295,814.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 134,907.00| $ 277,201.05| $ 295,814.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 740 -1
VENDOR RANKING
CALL ORDER : 740 CONTRACT ID : B -31737-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : SCOUR PROTECTION COMPLETION DATE : 10/29/10
LOCATION : AT VARIOUS LOCATIONS WITHIN THE GREENFIELD DISTRICT PROJECT(S) : 0810141
0810142
0810179
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1817574 YARDBERRY LANDSCAPE $ 182,814.00 100.0000%
2 35-1636776 LINKEL COMPANY $ 247,856.00 135.5782%
3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 374,280.32 204.7329%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 740 -2
TABULATION OF BIDS
CALL ORDER : 740 CONTRACT ID : B -31737-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1817574 |( 2 ) 35-1636776 |( 3 ) 35-1618530
|YARDBERRY LANDSCAPE |LINKEL COMPANY |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SCOUR PROTECTION
| | |
0001 105-06845 LUMP | 500.00000 500.00| 10000.00000 10000.00| 1000.00000 1000.00
CONSTRUCTION ENGINEERING STR. NO. 1 | | |
0002 105-06845 LUMP | 500.00000 500.00| 10000.00000 10000.00| 1000.00000 1000.00
CONSTRUCTION ENGINEERING STR. NO. 2 | | |
0003 105-06845 LUMP | 500.00000 500.00| 10000.00000 10000.00| 1000.00000 1000.00
CONSTRUCTION ENGINEERING STR. NO. 3 | | |
0004 105-06845 LUMP | 500.00000 500.00| 10000.00000 10000.00| 1000.00000 1000.00
CONSTRUCTION ENGINEERING STR. NO. 4 | | |
0005 105-06845 LUMP | 500.00000 500.00| 10000.00000 10000.00| 1000.00000 1000.00
CONSTRUCTION ENGINEERING STR. NO. 5 | | |
0006 105-06845 LUMP | 500.00000 500.00| 10000.00000 10000.00| 1000.00000 1000.00
CONSTRUCTION ENGINEERING STR. NO. 6 | | |
0007 105-08520 1.000 EACH | 350.00000 350.00| 200.00000 200.00| 350.00000 350.00
CELLULAR TELEPHONE/RADIO | | |
0008 105-08521 6.000 MOS | 150.00000 900.00| 100.00000 600.00| 75.00000 450.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0009 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0010 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0011 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0014 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0015 110-01001 LUMP | 1500.00000 1500.00| 10000.00000 10000.00| 3106.52000 3106.52
MOBILIZATION AND DEMOBILIZATION STR. NO | | |
1 | | |
0016 110-01001 LUMP | 1500.00000 1500.00| 10000.00000 10000.00| 3106.52000 3106.52
MOBILIZATION AND DEMOBILIZATION STR. NO | | |
2 | | |
0017 110-01001 LUMP | 1500.00000 1500.00| 10000.00000 10000.00| 3106.52000 3106.52
MOBILIZATION AND DEMOBILIZATION STR. NO | | |
3 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 740 -3
TABULATION OF BIDS
CALL ORDER : 740 CONTRACT ID : B -31737-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1817574 |( 2 ) 35-1636776 |( 3 ) 35-1618530
|YARDBERRY LANDSCAPE |LINKEL COMPANY |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 110-01001 LUMP | 1500.00000 1500.00| 10000.00000 10000.00| 3106.52000 3106.52
MOBILIZATION AND DEMOBILIZATION STR. NO | | |
4 | | |
0019 110-01001 LUMP | 1500.00000 1500.00| 10000.00000 10000.00| 3106.52000 3106.52
MOBILIZATION AND DEMOBILIZATION STR. NO | | |
5 | | |
0020 110-01001 LUMP | 1500.00000 1500.00| 10000.00000 10000.00| 3106.52000 3106.52
MOBILIZATION AND DEMOBILIZATION STR. NO | | |
6 | | |
0021 201-52370 LUMP | 6000.00000 6000.00| 5000.00000 5000.00| 5614.20000 5614.20
CLEARING RIGHT OF WAY STR. NO. 1 | | |
0022 201-52370 LUMP | 6000.00000 6000.00| 5000.00000 5000.00| 5614.20000 5614.20
CLEARING RIGHT OF WAY STR. NO. 2 | | |
0023 201-52370 LUMP | 3000.00000 3000.00| 5000.00000 5000.00| 5614.20000 5614.20
CLEARING RIGHT OF WAY STR. NO. 3 | | |
0024 201-52370 LUMP | 4000.00000 4000.00| 5000.00000 5000.00| 5614.20000 5614.20
CLEARING RIGHT OF WAY STR. NO. 4 | | |
0025 201-52370 LUMP | 4000.00000 4000.00| 5000.00000 5000.00| 5614.20000 5614.20
CLEARING RIGHT OF WAY STR. NO. 5 | | |
0026 201-52370 LUMP | 3000.00000 3000.00| 5000.00000 5000.00| 5614.20000 5614.20
CLEARING RIGHT OF WAY STR. NO. 6 | | |
0027 616-05689 265.000 TON | 110.00000 29150.00| 70.00000 18550.00| 80.00000 21200.00
RIPRAP, CLASS 2 | | |
0028 616-06405 266.000 TON | 88.00000 23408.00| 50.00000 13300.00| 80.00000 21280.00
RIPRAP, REVETMENT | | |
0030 625-09376 260.000 CYS | 255.00000 66300.00| 100.00000 26000.00| 310.00000 80600.00
REVET MATTRESS, PVC COATED | | |
0031 628-09408 6.000 MOS | 500.00000 3000.00| 200.00000 1200.00| 350.00000 2100.00
MOBILE LAPTOP COMPUTER SYSTEM 1 Each | | |
0032 628-09409 6.000 MOS | 150.00000 900.00| 100.00000 600.00| 75.00000 450.00
MOBILE INTERNET SERVICE 1 Each | | |
0033 801-03290 2.000 EACH | 400.00000 800.00| 200.00000 400.00| 260.00000 520.00
CONSTRUCTION SIGN, C | | |
0034 801-06775 LUMP | 3000.00000 3000.00| 10000.00000 10000.00| 39000.00000 39000.00
MAINTAINING TRAFFIC STR. NO. 1 | | |
0035 801-06775 LUMP | 4000.00000 4000.00| 10000.00000 10000.00| 32000.00000 32000.00
MAINTAINING TRAFFIC STR. NO. 2 | | |
0036 801-06775 LUMP | 4000.00000 4000.00| 5000.00000 5000.00| 34000.00000 34000.00
MAINTAINING TRAFFIC STR. NO. 3 | | |
0037 801-06775 LUMP | 3000.00000 3000.00| 4000.00000 4000.00| 28000.00000 28000.00
MAINTAINING TRAFFIC STR. NO. 4 | | |
0038 801-06775 LUMP | 3000.00000 3000.00| 4000.00000 4000.00| 28000.00000 28000.00
MAINTAINING TRAFFIC STR. NO. 5 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 740 -4
TABULATION OF BIDS
CALL ORDER : 740 CONTRACT ID : B -31737-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1817574 |( 2 ) 35-1636776 |( 3 ) 35-1618530
|YARDBERRY LANDSCAPE |LINKEL COMPANY |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 801-06775 LUMP | 3000.00000 3000.00| 4000.00000 4000.00| 28000.00000 28000.00
MAINTAINING TRAFFIC STR. NO. 6 | | |
SECTION TOTALS | $ 182,814.00| $ 247,856.00| $ 374,280.32
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 182,814.00| $ 247,856.00| $ 374,280.32
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 750 -1
VENDOR RANKING
CALL ORDER : 750 CONTRACT ID : B -31738-A COUNTIES : BOONE HANCOCK
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT HAMILTON OTHERS
DESCRIPTION : SCOUR PROTECTION COMPLETION DATE : 03/18/11
LOCATION : AT VARIOUS LOCATIONS WITHIN GREENFIELD DISTRICT PROJECT(S) : 0810143
0810175
0810176
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1636776 LINKEL COMPANY $ 235,211.00 100.0000%
2 35-1817574 YARDBERRY LANDSCAPE $ 311,559.00 132.4594%
3 35-1128289 BEATY CONSTRUCTION INC $ 363,135.87 154.3873%
4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 515,665.00 219.2351%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 750 -2
TABULATION OF BIDS
CALL ORDER : 750 CONTRACT ID : B -31738-A COUNTIES : BOONE HANCOCK
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT HAMILTON OTHERS
====================================================================================================================================
|( 1 ) 35-1636776 |( 2 ) 35-1817574 |( 3 ) 35-1128289
|LINKEL COMPANY |YARDBERRY LANDSCAPE |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SCOUR PROTECTION
| | |
0001 105-08520 1.000 EACH | 200.00000 200.00| 350.00000 350.00| 300.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 6.000 MOS | 100.00000 600.00| 150.00000 900.00| 175.00000 1050.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 616-02320 1526.000 SYS | 1.00000 1526.00| 4.00000 6104.00| 3.00000 4578.00
GEOTEXTILES | | |
0009 616-03472 148.000 TON | 60.00000 8880.00| 90.00000 13320.00| 72.00000 10656.00
RIPRAP, REVEMENT 18 IN. | | |
0010 616-05689 2156.000 TON | 50.00000 107800.00| 115.00000 247940.00| 77.00000 166012.00
RIPRAP, CLASS 2 | | |
0011 628-09408 6.000 MOS | 200.00000 1200.00| 500.00000 3000.00| 300.00000 1800.00
MOBILE LAPTOP COMPUTER SYSTEM , ONE EAC | | |
0012 628-09409 6.000 MOS | 100.00000 600.00| 150.00000 900.00| 100.00000 600.00
MOBILE INTERNET SERVICE , ONE EACH | | |
0013 801-03290 16.000 EACH | 200.00000 3200.00| 181.00000 2896.00| 265.00000 4240.00
CONSTRUCTION SIGN, C | | |
0014 801-06640 56.000 EACH | 150.00000 8400.00| 159.00000 8904.00| 125.00000 7000.00
CONSTRUCTION SIGN, A | | |
0015 801-06710 56.000 DAY | 50.00000 2800.00| 40.00000 2240.00| 20.00000 1120.00
FLASHING ARROW SIGN | | |
0016 801-06775 LUMP | 100000.00000 100000.00| 25000.00000 25000.00| 165774.87000 165774.87
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 235,211.00| $ 311,559.00| $ 363,135.87
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 235,211.00| $ 311,559.00| $ 363,135.87
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 750 -3
TABULATION OF BIDS
CALL ORDER : 750 CONTRACT ID : B -31738-A COUNTIES : BOONE HANCOCK
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT HAMILTON OTHERS
====================================================================================================================================
|( 4 ) 35-1618530 |( ) |( )
|AMERICAN CONTRACTING & SERVI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SCOUR PROTECTION
| | |
0001 105-08520 1.000 EACH | 350.00000 350.00| |
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 6.000 MOS | 75.00000 450.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 616-02320 1526.000 SYS | 5.00000 7630.00| |
GEOTEXTILES | | |
0009 616-03472 148.000 TON | 75.00000 11100.00| |
RIPRAP, REVEMENT 18 IN. | | |
0010 616-05689 2156.000 TON | 75.00000 161700.00| |
RIPRAP, CLASS 2 | | |
0011 628-09408 6.000 MOS | 350.00000 2100.00| |
MOBILE LAPTOP COMPUTER SYSTEM , ONE EAC | | |
0012 628-09409 6.000 MOS | 75.00000 450.00| |
MOBILE INTERNET SERVICE , ONE EACH | | |
0013 801-03290 16.000 EACH | 165.00000 2640.00| |
CONSTRUCTION SIGN, C | | |
0014 801-06640 56.000 EACH | 145.00000 8120.00| |
CONSTRUCTION SIGN, A | | |
0015 801-06710 56.000 DAY | 20.00000 1120.00| |
FLASHING ARROW SIGN | | |
0016 801-06775 LUMP | 320000.00000 320000.00| |
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 515,665.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 515,665.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 780 -1
VENDOR RANKING
CALL ORDER : 780 CONTRACT ID : B -32230-A COUNTIES : MARION
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : BRIDGE MAINTENANCE AND REPAIR COMPLETION DATE : 10/15/10
LOCATION : ON I-465 OVER WHITE RIVER ON SOUTHWEST SIDE OF INDIANAPOLIS PROJECT(S) : 0710278
0710279
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1618530 AMERICAN CONTRACTING & SERVICES $ 297,942.10 100.0000%
2 35-1636776 LINKEL COMPANY $ 327,154.00 109.8046%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 780 -2
TABULATION OF BIDS
CALL ORDER : 780 CONTRACT ID : B -32230-A COUNTIES : MARION
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1618530 |( 2 ) 35-1636776 |( )
|AMERICAN CONTRACTING & SERVI |LINKEL COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SCOUR PROTECTION
| | |
0001 105-06845 LUMP | 1000.00000 1000.00| 50000.00000 50000.00|
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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0005 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0006 110-01001 LUMP | 14897.10000 14897.10| 20000.00000 20000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 15950.00000 15950.00| 30000.00000 30000.00|
CLEARING RIGHT OF WAY | | |
0008 203-51223 450.000 CYS | 70.00000 31500.00| 25.00000 11250.00|
EXCAVATION, WATERWAY | | |
0009 205-09543 1780.000 TON | 35.00000 62300.00| 50.00000 89000.00|
NO 2 STONE | | |
0010 616-05688 2188.000 TON | 47.00000 102836.00| 50.00000 109400.00|
RIPRAP, CLASS 1 | | |
0011 621-01004 2.000 EACH | 450.00000 900.00| 1000.00000 2000.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0012 621-02770 500.000 SYS | 2.70000 1350.00| 2.00000 1000.00|
EROSION CONTROL BLANKET , UNDISTRIBUTED | | |
0013 621-06559 4500.000 SYS | 0.49000 2205.00| 1.00000 4500.00|
MULCHED SEEDING, R , UNDISTRIBUTED | | |
0014 713-04509 LUMP | 40000.00000 40000.00| 5000.00000 5000.00|
TEMPORARY PIPE , EASTBOUND | | |
0015 713-04509 LUMP | 25000.00000 25000.00| 5000.00000 5000.00|
TEMPORARY PIPE , WESTBOUND | | |
SECTION TOTALS | $ 297,942.10| $ 327,154.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 297,942.10| $ 327,154.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 790 -1
VENDOR RANKING
CALL ORDER : 790 CONTRACT ID : B -33024-B COUNTIES : MARION
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : BRIDGE MAINTENANCE AND REPAIR COMPLETION DATE : 09/30/10
LOCATION : ON EAST AND WEST BOUND I-465 OVER RAMP FROM I-69 SOUTH PROJECT(S) : 0902221
BOUND TO I-465 SOUTH BOUND
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1841857 CRI CONSTRUCTION INC $ 277,343.50 100.0000%
2 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 279,929.50 100.9324%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 790 -2
TABULATION OF BIDS
CALL ORDER : 790 CONTRACT ID : B -33024-B COUNTIES : MARION
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1841857 |( 2 ) 31-1323837 |( )
|CRI CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE MAINTENANCE AND REPAIR
| | |
0001 105-06845 LUMP | 8400.00000 8400.00| 5000.00000 5000.00|
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 110-01001 LUMP | 14500.00000 14500.00| 14000.00000 14000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0007 203-02000 153.000 CYS | 48.00000 7344.00| 30.00000 4590.00|
EXCAVATION, COMMON | | |
0008 303-09533 72.000 TON | 47.00000 3384.00| 43.00000 3096.00|
COARSE AGGREGATE , NO. 8 | | |
0009 503-05240 143.000 LFT | 24.00000 3432.00| 21.00000 3003.00|
D-1 CONTRACTION JOINT | | |
0010 601-01522 1.000 EACH | 2650.00000 2650.00| 2350.00000 2350.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0011 601-94689 1.000 EACH | 4475.00000 4475.00| 3300.00000 3300.00|
GUARDRAIL END TREATMENT, OS | | |
0012 601-99105 31.250 LFT | 78.00000 2437.50| 34.00000 1062.50|
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0013 602-06729 8.000 EACH | 35.00000 280.00| 14.00000 112.00|
BARRIER DELINEATOR | | |
0014 702-51863 306.000 EACH | 40.00000 12240.00| 9.00000 2754.00|
FIELD DRILLED HOLE IN CONCRETE | | |
0015 703-06028 16268.000 LBS | 1.50000 24402.00| 1.00000 16268.00|
REINFORCING BARS | | |
0016 706-05734 1.000 EACH | 1400.00000 1400.00| 3500.00000 3500.00|
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0017 706-08496 306.000 SYS | 202.00000 61812.00| 125.00000 38250.00|
REINFORCED CONCRETE MOMENT SLAB, 12 IN | | |
0018 706-51020 33.000 CYS | 800.00000 26400.00| 500.00000 16500.00|
CONCRETE, C, RAILING | | |
0019 715-03321 2.000 EACH | 1864.00000 3728.00| 1250.00000 2500.00|
SAFETY METAL END SECTION, 6:1, 12 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 790 -3
TABULATION OF BIDS
CALL ORDER : 790 CONTRACT ID : B -33024-B COUNTIES : MARION
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1841857 |( 2 ) 31-1323837 |( )
|CRI CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 715-05168 40.000 LFT | 49.00000 1960.00| 40.00000 1600.00|
PIPE, TYPE 3, CIRCULAR, 12 IN | | |
0021 715-05422 290.000 LFT | 120.00000 34800.00| 75.00000 21750.00|
PIPE, SLOTTED DRAIN, 12 IN | | |
0022 801-06201 200.000 SFT | 89.00000 17800.00| 50.00000 10000.00|
TEMPORARY PANEL SIGNS | | |
0023 801-06640 3.000 EACH | 446.00000 1338.00| 250.00000 750.00|
CONSTRUCTION SIGN, A | | |
0024 801-06710 20.000 DAY | 64.00000 1280.00| 35.00000 700.00|
FLASHING ARROW SIGN | | |
0025 801-06775 LUMP | 11500.00000 11500.00| 121000.00000 121000.00|
MAINTAINING TRAFFIC | | |
0026 801-08507 120.000 LFT | 200.00000 24000.00| 32.00000 3840.00|
TEMP TRAFFIC BARRIER, TYPE 1, ANCHORED | | |
0027 801-09133 1.000 EACH | 7777.00000 7777.00| 4000.00000 4000.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
SECTION TOTALS | $ 277,343.50| $ 279,929.50| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 277,343.50| $ 279,929.50| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 830 -1
VENDOR RANKING
CALL ORDER : 830 CONTRACT ID : M -30811-A COUNTIES : JEFFERSON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 11/12/10
LOCATION : ON PARK ROAD AT THE MADISON STATE HOSPITAL PROJECT(S) : 0800195
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE OMARA CONTRACTOR INC $ 74,300.00 100.0000%
2 35-1487672 MAC CONSTRUCTION & EXCAVATING $ 98,000.00 131.8977%
3 61-1352603 SEDAM CONTRACTING CO LLC $ 98,310.00 132.3149%
4 35-0844079 PAUL H ROHE COMPANY $ 98,905.25 133.1161%
5 35-1917625 MILESTONE CONTRACTORS LP $ 133,620.00 179.8385%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 830 -2
TABULATION OF BIDS
CALL ORDER : 830 CONTRACT ID : M -30811-A COUNTIES : JEFFERSON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1487672 |( 3 ) 61-1352603
|DAVE OMARA CONTRACTOR INC |MAC CONSTRUCTION & EXCAVATIN |SEDAM CONTRACTING CO LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 400.00000 400.00| 1500.00000 1500.00| 1500.00000 1500.00
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 | 300.00000 300.00| 3875.12000 3875.12| 1500.00000 1500.00
MOBILIZATION AND DEMOBILIZATION | | |
0008 303-01180 38.000 TON | 20.00000 760.00| 50.00000 1900.00| 40.00000 1520.00
COMPACTED AGGREGATE, NO. 53 | | |
0009 304-07490 100.000 TON | 130.00000 13000.00| 165.00000 16500.00| 150.00000 15000.00
HMA PATCHING, TYPE B | | |
0010 306-08042 6889.000 SYS | 2.00000 13778.00| 1.01000 6957.89| 1.00000 6889.00
MILLING, SCARIFICATION/PROFILE | | |
0011 306-08043 856.000 SYS | 2.00000 1712.00| 1.39000 1189.84| 1.00000 856.00
MILLING, TRANSITION | | |
0012 306-08432 345.000 SYS | 2.00000 690.00| 2.47000 852.15| 1.00000 345.00
MILLING, APPROACH | | |
0013 402-07433 676.000 TON | 55.00000 37180.00| 70.00000 47320.00| 85.00000 57460.00
HMA SURFACE, TYPE B | | |
0014 406-05520 3.000 TON | 475.00000 1425.00| 500.00000 1500.00| 750.00000 2250.00
ASPHALT FOR TACK COAT | | |
0015 604-07897 7.000 SYS | 300.00000 2100.00| 300.00000 2100.00| 200.00000 1400.00
CURB RAMP, CONCRETE, C | | |
0016 628-09402 4.000 MOS | 200.00000 800.00| 2000.00000 8000.00| 1650.00000 6600.00
FIELD OFFICE, B | | |
0017 720-44000 1.000 EACH | 550.00000 550.00| 400.00000 400.00| 400.00000 400.00
CASTING, ADJUST TO GRADE | | |
0018 801-03290 1.000 EACH | 160.00000 160.00| 260.00000 260.00| 325.00000 325.00
CONSTRUCTION SIGN, C | | |
0019 801-06640 2.000 EACH | 120.00000 240.00| 320.00000 640.00| 380.00000 760.00
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 830 -3
TABULATION OF BIDS
CALL ORDER : 830 CONTRACT ID : M -30811-A COUNTIES : JEFFERSON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1487672 |( 3 ) 61-1352603
|DAVE OMARA CONTRACTOR INC |MAC CONSTRUCTION & EXCAVATIN |SEDAM CONTRACTING CO LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 801-06775 LUMP | 1200.00000 1200.00| 5000.00000 5000.00| 1500.00000 1500.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 74,300.00| $ 98,000.00| $ 98,310.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 74,300.00| $ 98,000.00| $ 98,310.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 830 -4
TABULATION OF BIDS
CALL ORDER : 830 CONTRACT ID : M -30811-A COUNTIES : JEFFERSON
LETTING DATE : 07/07/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-0844079 |( 5 ) 35-1917625 |( )
|PAUL H ROHE COMPANY |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 3000.00000 3000.00| 1000.00000 1000.00|
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 | 10000.00000 10000.00| 6200.00000 6200.00|
MOBILIZATION AND DEMOBILIZATION | | |
0008 303-01180 38.000 TON | 50.00000 1900.00| 55.00000 2090.00|
COMPACTED AGGREGATE, NO. 53 | | |
0009 304-07490 100.000 TON | 110.00000 11000.00| 200.00000 20000.00|
HMA PATCHING, TYPE B | | |
0010 306-08042 6889.000 SYS | 1.00000 6889.00| 2.00000 13778.00|
MILLING, SCARIFICATION/PROFILE | | |
0011 306-08043 856.000 SYS | 1.25000 1070.00| 2.00000 1712.00|
MILLING, TRANSITION | | |
0012 306-08432 345.000 SYS | 1.25000 431.25| 2.00000 690.00|
MILLING, APPROACH | | |
0013 402-07433 676.000 TON | 67.50000 45630.00| 95.00000 64220.00|
HMA SURFACE, TYPE B | | |
0014 406-05520 3.000 TON | 380.00000 1140.00| 500.00000 1500.00|
ASPHALT FOR TACK COAT | | |
0015 604-07897 7.000 SYS | 275.00000 1925.00| 400.00000 2800.00|
CURB RAMP, CONCRETE, C | | |
0016 628-09402 4.000 MOS | 1500.00000 6000.00| 3000.00000 12000.00|
FIELD OFFICE, B | | |
0017 720-44000 1.000 EACH | 500.00000 500.00| 500.00000 500.00|
CASTING, ADJUST TO GRADE | | |
0018 801-03290 1.000 EACH | 250.00000 250.00| 500.00000 500.00|
CONSTRUCTION SIGN, C | | |
0019 801-06640 2.000 EACH | 150.00000 300.00| 562.50000 1125.00|
CONSTRUCTION SIGN, A | | |
0020 801-06775 LUMP | 8865.00000 8865.00| 5500.00000 5500.00|
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 98,905.25| $ 133,620.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 98,905.25| $ 133,620.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 840 -1
VENDOR RANKING
CALL ORDER : 840 CONTRACT ID : M -31195-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : ROADSIDE MAINTENANCE, TREE REMOVAL COMPLETION DATE : 09/14/11
LOCATION : ALONG VARIOUS LOCATIONS THROUGHOUT THE GREENFIELD PROJECT(S) : 0800611
DISTRICT
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1636776 LINKEL COMPANY $ 78,354.00 100.0000%
2 35-1841857 CRI CONSTRUCTION INC $ 82,672.00 105.5109%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 840 -2
TABULATION OF BIDS
CALL ORDER : 840 CONTRACT ID : M -31195-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1636776 |( 2 ) 35-1841857 |( )
|LINKEL COMPANY |CRI CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROADSIDE MAINTENANCE, TREE REMOVAL
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0005 110-01001 LUMP | 11000.00000 11000.00| 3900.00000 3900.00|
MOBILIZATION AND DEMOBILIZATION | | |
0006 201-02250 3.000 EACH | 500.00000 1500.00| 330.00000 990.00|
TREE, 10 IN, REMOVE | | |
0007 201-02250 1.000 EACH | 1000.00000 1000.00| 498.00000 498.00|
TREE, 10 IN, REMOVE , EMERGENCY REMOVAL | | |
0008 201-02255 12.000 EACH | 600.00000 7200.00| 600.00000 7200.00|
TREE, 18 IN, REMOVE | | |
0009 201-02255 1.000 EACH | 1200.00000 1200.00| 1000.00000 1000.00|
TREE, 18 IN, REMOVE , EMERGENCY REMOVAL | | |
0010 201-02260 20.000 EACH | 750.00000 15000.00| 800.00000 16000.00|
TREE, 30 IN, REMOVE | | |
0011 201-02260 1.000 EACH | 1500.00000 1500.00| 2000.00000 2000.00|
TREE, 30 IN, REMOVE , EMERGENCY REMOVAL | | |
0012 201-02265 8.000 EACH | 1000.00000 8000.00| 1500.00000 12000.00|
TREE, 48 IN, REMOVE | | |
0013 201-02265 1.000 EACH | 2000.00000 2000.00| 3600.00000 3600.00|
TREE, 48 IN, REMOVE , EMERGENCY REMOVAL | | |
0014 201-02270 2.000 EACH | 2000.00000 4000.00| 1575.00000 3150.00|
TREE, 60 IN, REMOVE | | |
0015 201-02270 1.000 EACH | 3000.00000 3000.00| 4500.00000 4500.00|
TREE, 60 IN, REMOVE , EMERGENCY REMOVAL | | |
0016 202-91922 45.000 EACH | 150.00000 6750.00| 400.00000 18000.00|
STUMP, REMOVE | | |
0017 801-03290 2.000 EACH | 100.00000 200.00| 490.00000 980.00|
CONSTRUCTION SIGN, C | | |
0018 801-06640 4.000 EACH | 100.00000 400.00| 400.00000 1600.00|
CONSTRUCTION SIGN, A | | |
0019 801-06710 50.000 DAY | 12.00000 600.00| 65.00000 3250.00|
FLASHING ARROW SIGN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 840 -3
TABULATION OF BIDS
CALL ORDER : 840 CONTRACT ID : M -31195-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1636776 |( 2 ) 35-1841857 |( )
|LINKEL COMPANY |CRI CONSTRUCTION INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 801-06775 LUMP | 15000.00000 15000.00| 4000.00000 4000.00|
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 78,354.00| $ 82,672.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 78,354.00| $ 82,672.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 850 -1
VENDOR RANKING
CALL ORDER : 850 CONTRACT ID : M -32990-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
DESCRIPTION : GUARDRAIL ATTENUATORS, NEW OR MODERNIZE COMPLETION DATE : 07/07/11
LOCATION : ALONG VARIOUS LOCATIONS THROUGHOUT THE FORT WAYNE PROJECT(S) : 0902023
DISTRICT
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0821499 JAMES H DREW CORPORATION $ 357,919.00 100.0000%
2 35-1643252 C-TECH CORPORATION INC $ 378,593.00 105.7762%
3 35-2110733 SPECIALTIES COMPANY LLC $ 465,580.00 130.0797%
38-2954313 FUTURE FENCE COMPANY IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 850 -2
TABULATION OF BIDS
CALL ORDER : 850 CONTRACT ID : M -32990-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 GUARDRAIL ATTENUATORS, NEW OR MODERNIZE
| | |
0001 105-08520 1.000 EACH | 150.00000 150.00| 200.00000 200.00| 200.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 12.000 MOS | 150.00000 1800.00| 150.00000 1800.00| 250.00000 3000.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 202-02241 300.000 LFT | 1.80000 540.00| 2.00000 600.00| 2.00000 600.00
GUARDRAIL, REMOVE | | |
0009 601-02211 5.000 EACH | 65.00000 325.00| 80.00000 400.00| 100.00000 500.00
GUARDRAIL POST, 8.5 LBS PER LFT, 7 FT O | | |
IN LONG, GALVANIZED | | |
0010 601-03452 5.000 EACH | 375.00000 1875.00| 100.00000 500.00| 50.00000 250.00
EXCAVATION OF DAMAGED STEEL BEAM | | |
GUARDRAIL BURIED END SECTION, LABOR ONLY| | |
0011 601-03456 5.000 EACH | 55.00000 275.00| 65.00000 325.00| 60.00000 300.00
GUARDRAIL POST, WOOD TYPE W5 | | |
0012 601-03463 10.000 EACH | 25.00000 250.00| 20.00000 200.00| 20.00000 200.00
GUARDRAIL, STEEL CURVED TERMINAL END | | |
SECTION, LABOR ONLY | | |
0013 601-03471 1.000 EACH | 1425.00000 1425.00| 1400.00000 1400.00| 1500.00000 1500.00
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |
TUBES OR SOIL PLATES, ABOVE GROUND | | |
COMPONENTS ONLY Stage 1 | | |
0014 601-03471 1.000 EACH | 2100.00000 2100.00| 2200.00000 2200.00| 2000.00000 2000.00
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |
TUBES OR SOIL PLATES, ABOVE GROUND | | |
COMPONENTS ONLY Stage 1 & 2 | | |
0015 601-03471 1.000 EACH | 3500.00000 3500.00| 4200.00000 4200.00| 3000.00000 3000.00
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |
TUBES OR SOIL PLATES, ABOVE GROUND | | |
COMPONENTS ONLY Stage 1, 2, 3, & 4 MS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 850 -3
TABULATION OF BIDS
CALL ORDER : 850 CONTRACT ID : M -32990-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0016 601-03471 1.000 EACH | 3500.00000 3500.00| 4200.00000 4200.00| 3000.00000 3000.00
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |
TUBES OR SOIL PLATES, ABOVE GROUND | | |
COMPONENTS ONLY Stage 1, 2, 3, & 4 OS | | |
0017 601-03471 1.000 EACH | 2850.00000 2850.00| 3425.00000 3425.00| 2500.00000 2500.00
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |
TUBES OR SOIL PLATES, ABOVE GROUND | | |
COMPONENTS ONLY Stage 1, 2, and 3 | | |
0018 601-03683 150.000 HRS | 300.00000 45000.00| 285.00000 42750.00| 250.00000 37500.00
COMBINATION ATTENUATING TERMINAL, | | |
REPAIR, LABOR ONLY | | |
0019 601-05856 2.000 EACH | 550.00000 1100.00| 330.00000 660.00| 400.00000 800.00
CAT 10 GA. Slotted Rail, MKWB | | |
0020 601-05856 2.000 EACH | 500.00000 1000.00| 275.00000 550.00| 300.00000 600.00
CAT 12 GA. Slotted Rail, MKWB | | |
0021 601-05856 2.000 EACH | 375.00000 750.00| 75.00000 150.00| 200.00000 400.00
CAT Foundation Tube, Reset | | |
0022 601-05856 2.000 EACH | 350.00000 700.00| 500.00000 1000.00| 150.00000 300.00
CAT Nose Plate, MKNP | | |
0023 601-05856 10.000 EACH | 350.00000 3500.00| 325.00000 3250.00| 200.00000 2000.00
CAT Nose Side Plate, MKSD | | |
0024 601-05856 2.000 EACH | 200.00000 400.00| 150.00000 300.00| 150.00000 300.00
CAT Post, Wood, No. 1 | | |
0025 601-05856 2.000 EACH | 200.00000 400.00| 150.00000 300.00| 150.00000 300.00
CAT Post, Wood, No. 2-6 | | |
0026 601-06035 2000.000 LFT | 6.00000 12000.00| 5.15000 10300.00| 9.00000 18000.00
GUARDRAIL, RESET | | |
0027 601-06053 10.000 EACH | 8.00000 80.00| 22.00000 220.00| 50.00000 500.00
GUARDRAIL Diaphragm, Aluminum Install | | |
0028 601-06273 1.000 EACH | 1050.00000 1050.00| 1200.00000 1200.00| 1200.00000 1200.00
GUARDRAIL END TREATMENT, SKT-350 or ET | | |
2000, Head Only | | |
0029 601-06273 5.000 EACH | 175.00000 875.00| 180.00000 900.00| 250.00000 1250.00
GUARDRAIL END TREATMENT, SKT-350 or ET | | |
2000, Post Only | | |
0030 601-06273 2.000 EACH | 300.00000 600.00| 325.00000 650.00| 200.00000 400.00
GUARDRAIL END TREATMENT, SKT-350 or ET | | |
2000, Reset Head | | |
0031 601-06273 2.000 EACH | 350.00000 700.00| 300.00000 600.00| 300.00000 600.00
GUARDRAIL END TREATMENT, SKT-350 or ET | | |
2000, Slotted Rail Only | | |
0032 601-06728 100.000 LFT | 20.00000 2000.00| 41.00000 4100.00| 60.00000 6000.00
GUARDRAIL, WR-BEAM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 850 -4
TABULATION OF BIDS
CALL ORDER : 850 CONTRACT ID : M -32990-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0033 601-06777 10.000 EACH | 250.00000 2500.00| 475.00000 4750.00| 400.00000 4000.00
GRAVEL BARREL ARRAY GRAVEL/SAND BARREL | | |
IMPACT ATTENUATOR | | |
0034 601-06854 10.000 EACH | 12.00000 120.00| 15.00000 150.00| 20.00000 200.00
GUARDRAIL, W-BEAM, NESTED Timber Block | | |
Only | | |
0035 601-07607 1.000 EACH | 975.00000 975.00| 1550.00000 1550.00| 1600.00000 1600.00
IMPACT ATTENUATOR , QUADGUARD, DIAPHRAM | | |
0036 601-07607 1.000 EACH | 900.00000 900.00| 905.00000 905.00| 1500.00000 1500.00
IMPACT ATTENUATOR , QUADGUARD, FENDER | | |
PANEL | | |
0037 601-07607 1.000 EACH | 875.00000 875.00| 1400.00000 1400.00| 1600.00000 1600.00
IMPACT ATTENUATOR GREAT SYSTEM | | |
Cartridge, HEX Foam II, | | |
0038 601-07607 1.000 EACH | 925.00000 925.00| 1400.00000 1400.00| 1500.00000 1500.00
IMPACT ATTENUATOR GREAT SYSTEM, NOSE | | |
ASSEMBLY, GREAT | | |
0039 601-07607 1.000 EACH | 900.00000 900.00| 1100.00000 1100.00| 1300.00000 1300.00
IMPACT ATTENUATOR QUADGUARD, CARTRIDGE | | |
ASSEMBLY | | |
0040 601-07607 1.000 EACH | 950.00000 950.00| 1200.00000 1200.00| 1350.00000 1350.00
IMPACT ATTENUATOR QUADGUARD, CARTRIDGE | | |
ASSEMBLY, TYPE | | |
0041 601-07607 1.000 EACH | 975.00000 975.00| 1100.00000 1100.00| 1250.00000 1250.00
IMPACT ATTENUATOR QUADGUARD, PLASTIC | | |
NOSE ASSEMBLY, YELLOW | | |
0042 601-07607 2.000 EACH | 795.00000 1590.00| 1350.00000 2700.00| 1700.00000 3400.00
IMPACT ATTENUATOR SENTRE & GREAT | | |
THRIE-BEAM FENDER PANEL | | |
0043 601-07607 2.000 EACH | 795.00000 1590.00| 340.00000 680.00| 500.00000 1000.00
IMPACT ATTENUATOR SENTRE BULL NOSE | | |
ASSEMBLY, PLASTIC | | |
0044 601-09238 1.000 EACH | 70.00000 70.00| 75.00000 75.00| 150.00000 150.00
HAND DIG GUARDRAIL POST HOLES | | |
0045 601-52540 5.000 EACH | 50.00000 250.00| 65.00000 325.00| 2000.00000 10000.00
GUARDRAIL TERMINAL SECTION, W BEAM | | |
0046 601-61320 374.000 LFT | 16.00000 5984.00| 17.00000 6358.00| 40.00000 14960.00
CURVED SECTION, STEEL BEAM GUARDRAIL | | |
GALVANIZED, 12 GA. | | |
0047 601-61340 45.000 EACH | 130.00000 5850.00| 40.00000 1800.00| 125.00000 5625.00
GUARDRAIL POST, 15.5 LBS PER FT., | | |
GALVANIZED, 6 FT. 3 IN. LONG | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 850 -5
TABULATION OF BIDS
CALL ORDER : 850 CONTRACT ID : M -32990-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0048 601-61350 200.000 EACH | 30.00000 6000.00| 10.00000 2000.00| 55.00000 11000.00
GUARDRAIL POST BRACKET, 15.5 LBS PER | | |
LFT., GALVANIZED, 1 FT. 2.25 IN. | | |
0049 601-61360 10.000 EACH | 20.00000 200.00| 39.00000 390.00| 50.00000 500.00
GUARDRAIL POST, 8.5 LBS PER LFT., | | |
GALVANIZED, 5 FT. 9 IN. LONG | | |
0050 601-61390 10.000 EACH | 32.00000 320.00| 60.00000 600.00| 40.00000 400.00
GUARDRAIL TERMINAL END SECTION, CURVED, | | |
SINGLE FACE, GALV | | |
0051 601-61545 10.000 EACH | 25.00000 250.00| 25.00000 250.00| 40.00000 400.00
GUARDRAIL POST, ALUMINUM, INSTALL | | |
0052 601-62070 15000.000 LFT | 8.40000 126000.00| 9.75000 146250.00| 11.00000 165000.00
GUARDRAIL, STEEL BEAM, GALVANIZED | | |
0053 601-62090 400.000 LFT | 4.00000 1600.00| 4.50000 1800.00| 6.00000 2400.00
GUARDRAIL, STEEL BEAM, INSTALL | | |
0054 601-62100 10.000 EACH | 25.00000 250.00| 20.00000 200.00| 30.00000 300.00
GUARDRAIL POST, STEEL, INSTALL | | |
0055 601-62110 1500.000 LFT | 3.60000 5400.00| 4.00000 6000.00| 6.00000 9000.00
GUARDRAIL, CHANNEL, 6.7 LBS PER LFT., | | |
INSTALL | | |
0056 601-62150 5.000 EACH | 75.00000 375.00| 100.00000 500.00| 125.00000 625.00
GUARDRAIL POST, 15.5 LBS PER LFT., | | |
GALVANIZED, 7 FT. 0 IN. LONG | | |
0057 601-62260 5.000 EACH | 35.00000 175.00| 48.00000 240.00| 50.00000 250.00
GUARDRAIL FLAT TERMINAL END SECTION, | | |
GALVANIZED | | |
0058 601-62460 5.000 EACH | 70.00000 350.00| 95.00000 475.00| 80.00000 400.00
GUARDRAIL ANCHOR CABLE ASSEMBLY, 0.75 | | |
IN. | | |
0059 601-62510 10.000 EACH | 40.00000 400.00| 60.00000 600.00| 60.00000 600.00
GUARDRAIL BREAKAWAY CABLE TERMINAL, | | |
MICHIGAN END SHOE | | |
0060 601-62540 1000.000 EACH | 18.00000 18000.00| 14.00000 14000.00| 18.00000 18000.00
GUARDRAIL POST, PLUMB | | |
0061 601-62554 150.000 LFT | 5.00000 750.00| 4.60000 690.00| 10.00000 1500.00
GUARDRAIL, TUBING, ELLIPTICAL, ALUMINUM | | |
INSTALL | | |
0062 601-90745 10.000 EACH | 28.00000 280.00| 25.00000 250.00| 50.00000 500.00
GUARDRAIL POST ALUMINUM 5A, Install | | |
0063 601-91426 5.000 EACH | 70.00000 350.00| 60.00000 300.00| 100.00000 500.00
GUARDRAIL TERMINAL END SECTION, A | | |
0064 601-91468 200.000 EACH | 34.00000 6800.00| 57.00000 11400.00| 50.00000 10000.00
GUARDRAIL POST, 8.5 LBS PER LFT., | | |
GALVANIZED, 6 FT. 0 IN. LONG | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 850 -6
TABULATION OF BIDS
CALL ORDER : 850 CONTRACT ID : M -32990-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0065 601-91502 5.000 EACH | 75.00000 375.00| 65.00000 325.00| 75.00000 375.00
GUARDRAIL TERMINAL SECTION, WOOD | | |
BREAKAWAY POST | | |
0066 601-91504 2.000 EACH | 73.00000 146.00| 120.00000 240.00| 100.00000 200.00
GUARDRAIL POST, W1, 10 IN X 10 IN | | |
0067 601-91505 5.000 EACH | 60.00000 300.00| 85.00000 425.00| 80.00000 400.00
GUARDRAIL POST, W2, 8 IN. X 8 IN. | | |
0068 601-91510 5.000 EACH | 60.00000 300.00| 85.00000 425.00| 80.00000 400.00
GUARDRAIL POST, W3, 8 IN. X 8 IN. | | |
0069 601-91511 5.000 EACH | 60.00000 300.00| 85.00000 425.00| 80.00000 400.00
GUARDRAIL POST, W4, 8 IN. X 8 IN. | | |
0070 601-91542 10.000 EACH | 13.00000 130.00| 20.00000 200.00| 20.00000 200.00
GUARDRAIL BLOCK, 6 IN. X 8 IN., B1 | | |
0071 601-91575 10.000 EACH | 13.00000 130.00| 20.00000 200.00| 20.00000 200.00
GUARDRAIL BLOCK, 6 IN. X 8 IN., B2 | | |
0072 601-91576 10.000 EACH | 13.00000 130.00| 20.00000 200.00| 20.00000 200.00
GUARDRAIL BLOCK, 6 IN. X 8 IN., B3 | | |
0073 601-91578 5.000 EACH | 42.00000 210.00| 60.00000 300.00| 45.00000 225.00
GUARDRAIL TERMINAL SECTION, ANCHOR PLAT | | |
0074 601-91640 2.000 EACH | 55.00000 110.00| 75.00000 150.00| 60.00000 120.00
GUARDRAIL TERMINAL SECTION, SOIL PLATE | | |
0075 601-91642 5.000 EACH | 32.00000 160.00| 62.00000 310.00| 90.00000 450.00
GUARDRAIL TERMINAL SECTION, BEARING | | |
PLATE | | |
0076 601-91643 5.000 EACH | 65.00000 325.00| 75.00000 375.00| 90.00000 450.00
GUARDRAIL ANCHOR CABLE, 0.75 IN. DIA. X | | |
9 FT. | | |
0077 601-91649 5.000 EACH | 120.00000 600.00| 160.00000 800.00| 110.00000 550.00
GUARDRAIL THRIE BEAM TRANSITION SECTION | | |
GALVANIZED | | |
0078 601-91650 75.000 LFT | 19.00000 1425.00| 17.00000 1275.00| 30.00000 2250.00
GUARDRAIL THRIE BEAM EXPANSION RAIL, | | |
GALVANIZED | | |
0079 601-91653 2.000 EACH | 90.00000 180.00| 120.00000 240.00| 100.00000 200.00
GUARDRAIL THRIE BEAM TERMINAL CONNECTOR | | |
GALVANIZED | | |
0080 601-91654 1.000 EACH | 500.00000 500.00| 900.00000 900.00| 1600.00000 1600.00
GUARDRAIL ROUND NOSE SUPPORT ATTACHMENT | | |
GALVANIZED | | |
0081 601-91656 1.000 EACH | 500.00000 500.00| 900.00000 900.00| 1800.00000 1800.00
GUARDRAIL SQUARE NOSE SUPPORT | | |
ATTACHMENT, GALVANIZED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 850 -7
TABULATION OF BIDS
CALL ORDER : 850 CONTRACT ID : M -32990-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : FT. WAYNE DISTRICT
====================================================================================================================================
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 601-94689 1.000 EACH | 2365.00000 2365.00| 3200.00000 3200.00| 2800.00000 2800.00
GUARDRAIL END TREATMENT, OS | | |
0083 601-94690 1.000 EACH | 3300.00000 3300.00| 4200.00000 4200.00| 4200.00000 4200.00
GUARDRAIL END TREATMENT, MS | | |
0084 601-95916 10.000 EACH | 10.00000 100.00| 24.00000 240.00| 30.00000 300.00
GUARDRAIL POST 5 FT 3 IN. LONG, | | |
ALUMINUM, INSTALL | | |
0085 601-95927 5.000 EACH | 20.00000 100.00| 70.00000 350.00| 100.00000 500.00
GUARDRAIL TERMINAL SECTION, SINGLEFACE, | | |
BURIED END, ALUMINUM, INSTALL | | |
0086 601-95928 2.000 EACH | 32.00000 64.00| 80.00000 160.00| 125.00000 250.00
GUARDRAIL TERMINAL SECTION, DOUBLEFACE, | | |
BURIED END, ALUMINUM, INSTALL | | |
0087 601-97948 2.000 EACH | 135.00000 270.00| 100.00000 200.00| 135.00000 270.00
GUARDRAIL POST, PADDLE, 15.5 LBS PER | | |
LFT, GALVANIZED, 6 FT. 3 IN. LONG | | |
0088 601-97950 300.000 EACH | 9.00000 2700.00| 9.60000 2880.00| 12.00000 3600.00
GUARDRAIL POST BRACKET, TREATED TIMBER, | | |
6 IN. X 6 IN. | | |
0089 601-98076 10.000 EACH | 70.00000 700.00| 12.00000 120.00| 50.00000 500.00
GUARDRAIL POST BRACKET, MODIFIED , | | |
BRACKET FOR 4 X 6 POST | | |
0090 602-01064 100.000 LFT | 140.00000 14000.00| 100.00000 10000.00| 200.00000 20000.00
CONCRETE BARRIER , MODIFIED | | |
0091 627-09327 1000.000 LFT | 12.00000 12000.00| 13.50000 13500.00| 12.00000 12000.00
CABLE BARRIER SYSTEM, TYPE TL-4 , REPAI | | |
0092 627-09331 1.000 EACH | 705.00000 705.00| 1500.00000 1500.00| 3000.00000 3000.00
SAFETY TERMINAL, TYPE TL-4 , REPAIR | | |
0093 628-09408 12.000 MOS | 250.00000 3000.00| 165.00000 1980.00| 300.00000 3600.00
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0094 628-09409 12.000 MOS | 95.00000 1140.00| 150.00000 1800.00| 150.00000 1800.00
MOBILE INTERNET SERVICE , 1 EACH | | |
0095 801-03290 8.000 EACH | 300.00000 2400.00| 75.00000 600.00| 200.00000 1600.00
CONSTRUCTION SIGN, C | | |
0096 801-06775 LUMP | 5000.00000 5000.00| 13800.00000 13800.00| 16000.00000 16000.00
MAINTAINING TRAFFIC | | |
0097 801-92448 1000.000 DAY | 15.00000 15000.00| 10.00000 10000.00| 20.00000 20000.00
CONSTRUCTION SIGNS, MOBILE | | |
0098 805-04951 1425.000 EACH | 6.00000 8550.00| 6.00000 8550.00| 5.00000 7125.00
PLATE , D | | |
SECTION TOTALS | $ 357,919.00| $ 378,593.00| $ 465,580.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 357,919.00| $ 378,593.00| $ 465,580.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 890 -1
VENDOR RANKING
CALL ORDER : 890 CONTRACT ID : T -31493-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : RAISED PAVEMENT MARKERS, REFURBISHED COMPLETION DATE : 07/15/11
LOCATION : AT VARIOUS LOCATIONS THROUGHOUT THE CRAWFORDSVILLE PROJECT(S) : 0800236
DISTRICT
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1983873 M A S MARKERS INC $ 180,049.90 100.0000%
31-1035771 A & A SAFETY INC IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 890 -2
TABULATION OF BIDS
CALL ORDER : 890 CONTRACT ID : T -31493-A COUNTIES : VARIOUS
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-1983873 |( ) |( )
|M A S MARKERS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 RAISED PAVEMENT MARKINGS, REFURBISHED
| | |
0001 105-08520 1.000 EACH | 85.00000 85.00| |
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 10.000 MOS | 35.00000 350.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 2500.00000 2500.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0009 628-09408 10.000 MOS | 10.00000 100.00| |
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |
0010 628-09409 10.000 MOS | 10.00000 100.00| |
MOBILE INTERNET SERVICE , 1 EACH | | |
0011 801-06710 300.000 DAY | 0.50000 150.00| |
FLASHING ARROW SIGN | | |
0012 801-06775 LUMP | 10000.00000 10000.00| |
MAINTAINING TRAFFIC | | |
0013 801-09133 4.000 EACH | 50.00000 200.00| |
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0014 808-75994 38918.000 EACH | 2.25000 87565.50| |
PRISMATIC REFLECTOR | | |
0015 808-75996 400.000 EACH | 8.00000 3200.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0016 808-75998 4176.000 EACH | 18.15000 75794.40| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 180,049.90| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 180,049.90| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 900 -1
VENDOR RANKING
CALL ORDER : 900 CONTRACT ID : T -31755-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
DESCRIPTION : NEW SIGNAL INSTALLATION COMPLETION DATE : 10/15/10
LOCATION : ON US 6 AT CR 200W PROJECT(S) : 0801084
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 06-1675328 MARTELL ELECTRIC LLC $ 88,900.00 100.0000%
2 35-1262778 MIDWESTERN ELECTRIC INC $ 92,777.10 104.3612%
3 20-3599074 TGB UNLIMITED INC $ 96,346.00 108.3757%
4 74-2851603 QUANTA SERVICES INC $ 111,701.00 125.6479%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 900 -2
TABULATION OF BIDS
CALL ORDER : 900 CONTRACT ID : T -31755-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 06-1675328 |( 2 ) 35-1262778 |( 3 ) 20-3599074
|MARTELL ELECTRIC LLC |MIDWESTERN ELECTRIC INC |TGB UNLIMITED INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW SIGNAL INSTALLATION
| | |
0001 105-08520 2.000 EACH | 80.00000 160.00| 85.00000 170.00| 500.00000 1000.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 10.000 MOS | 80.00000 800.00| 65.00000 650.00| 100.00000 1000.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 4000.00000 4000.00| 1850.00000 1850.00| 7500.00000 7500.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 628-09402 5.000 MOS | 2000.00000 10000.00| 2200.00000 11000.00| 1500.00000 7500.00
FIELD OFFICE, B | | |
0010 628-09407 5.000 MOS | 200.00000 1000.00| 430.00000 2150.00| 500.00000 2500.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1EACH | | |
0011 801-03290 2.000 EACH | 85.00000 170.00| 185.00000 370.00| 200.00000 400.00
CONSTRUCTION SIGN, C | | |
0012 801-06640 8.000 EACH | 75.00000 600.00| 176.00000 1408.00| 200.00000 1600.00
CONSTRUCTION SIGN, A | | |
0013 801-06775 LUMP | 2500.00000 2500.00| 2900.00000 2900.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
0014 802-05701 80.000 LFT | 10.00000 800.00| 14.50000 1160.00| 10.00000 800.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0015 802-09838 10.000 SFT | 18.40000 184.00| 16.00000 160.00| 10.00000 100.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0016 802-09840 52.000 SFT | 19.00000 988.00| 14.00000 728.00| 11.00000 572.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0017 802-09842 28.000 SFT | 19.50000 546.00| 15.20000 425.60| 12.00000 336.00
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 900 -3
TABULATION OF BIDS
CALL ORDER : 900 CONTRACT ID : T -31755-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 06-1675328 |( 2 ) 35-1262778 |( 3 ) 20-3599074
|MARTELL ELECTRIC LLC |MIDWESTERN ELECTRIC INC |TGB UNLIMITED INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 805-01815 4.000 EACH | 2000.00000 8000.00| 2130.00000 8520.00| 1650.00000 6600.00
SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | |
IN | | |
0019 805-01842 6.000 EACH | 725.00000 4350.00| 740.00000 4440.00| 600.00000 3600.00
HANDHOLE, SIGNAL | | |
0020 805-01844 1120.000 LFT | 12.50000 14000.00| 10.35000 11592.00| 15.00000 16800.00
CONDUIT, STEEL, GALVANIZED, 2 IN, | | |
UNDERGROUND | | |
0021 805-08487 2.000 EACH | 100.00000 200.00| 75.00000 150.00| 50.00000 100.00
TRAFFIC SIGNAL BACKPLATE | | |
0022 805-09599 3.000 EACH | 275.00000 825.00| 332.00000 996.00| 500.00000 1500.00
LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | |
2 CHANNEL | | |
0023 805-78100 1.000 EACH | 10000.00000 10000.00| 10387.00000 10387.00| 10000.00000 10000.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0024 805-78205 6.000 EACH | 580.00000 3480.00| 590.00000 3540.00| 500.00000 3000.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN | | |
0025 805-78230 2.000 EACH | 900.00000 1800.00| 874.00000 1748.00| 800.00000 1600.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0026 805-78415 4.000 EACH | 1600.00000 6400.00| 2151.00000 8604.00| 1200.00000 4800.00
SPAN, CATENARY, AND TETHER | | |
0027 805-78420 4.000 EACH | 300.00000 1200.00| 274.00000 1096.00| 300.00000 1200.00
DISCONNECT HANGER | | |
0028 805-78445 1.000 EACH | 500.00000 500.00| 549.00000 549.00| 1200.00000 1200.00
SIGNAL SERVICE | | |
0029 805-78467 70.000 LFT | 3.35000 234.50| 2.35000 164.50| 2.50000 175.00
SIGNAL CABLE, 3C 8GA | | |
0030 805-78470 610.000 LFT | 0.25000 152.50| 0.40000 244.00| 1.00000 610.00
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0031 805-78485 230.000 LFT | 2.10000 483.00| 1.65000 379.50| 1.00000 230.00
SIGNAL CABLE, 5C 14GA | | |
0032 805-78490 450.000 LFT | 2.25000 1012.50| 1.79000 805.50| 1.00000 450.00
SIGNAL CABLE, 7C 14GA | | |
0033 805-78510 1270.000 LFT | 1.35000 1714.50| 1.20000 1524.00| 0.50000 635.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0034 805-78785 4.000 EACH | 685.00000 2740.00| 590.00000 2360.00| 650.00000 2600.00
SIGNAL DETECTOR HOUSING | | |
0035 805-78795 410.000 LFT | 9.00000 3690.00| 9.20000 3772.00| 11.00000 4510.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 900 -4
TABULATION OF BIDS
CALL ORDER : 900 CONTRACT ID : T -31755-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 1 ) 06-1675328 |( 2 ) 35-1262778 |( 3 ) 20-3599074
|MARTELL ELECTRIC LLC |MIDWESTERN ELECTRIC INC |TGB UNLIMITED INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 805-78925 1.000 EACH | 700.00000 700.00| 845.00000 845.00| 500.00000 500.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0037 805-79020 LUMP | 2750.00000 2750.00| 2340.00000 2340.00| 1000.00000 1000.00
TRAFFIC SIGNAL INSTALLATION | | |
0038 805-92504 1.000 EACH | 190.00000 190.00| 310.00000 310.00| 175.00000 175.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0039 808-01238 90.000 EACH | 17.50000 1575.00| 43.00000 3870.00| 42.00000 3780.00
TRANSVERSE MARKING, PAINT, STOP LINE, | | |
REMOVE | | |
0040 808-06713 1100.000 LFT | 0.50000 550.00| 0.72000 792.00| 0.72000 792.00
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0041 808-06714 800.000 LFT | 0.50000 400.00| 0.72000 576.00| 0.72000 576.00
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0042 202-74045 4.000 EACH | 50.00000 200.00| 49.00000 196.00| 400.00000 1600.00
SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | |
SECTION TOTALS | $ 88,900.00| $ 92,777.10| $ 96,346.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 88,900.00| $ 92,777.10| $ 96,346.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 900 -5
TABULATION OF BIDS
CALL ORDER : 900 CONTRACT ID : T -31755-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 74-2851603 |( ) |( )
|QUANTA SERVICES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW SIGNAL INSTALLATION
| | |
0001 105-08520 2.000 EACH | 100.00000 200.00| |
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 10.000 MOS | 60.00000 600.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 10000.00000 10000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0009 628-09402 5.000 MOS | 2500.00000 12500.00| |
FIELD OFFICE, B | | |
0010 628-09407 5.000 MOS | 200.00000 1000.00| |
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1EACH | | |
0011 801-03290 2.000 EACH | 85.00000 170.00| |
CONSTRUCTION SIGN, C | | |
0012 801-06640 8.000 EACH | 75.00000 600.00| |
CONSTRUCTION SIGN, A | | |
0013 801-06775 LUMP | 3500.00000 3500.00| |
MAINTAINING TRAFFIC | | |
0014 802-05701 80.000 LFT | 18.00000 1440.00| |
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0015 802-09838 10.000 SFT | 40.00000 400.00| |
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0016 802-09840 52.000 SFT | 20.00000 1040.00| |
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0017 802-09842 28.000 SFT | 28.00000 784.00| |
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 900 -6
TABULATION OF BIDS
CALL ORDER : 900 CONTRACT ID : T -31755-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 74-2851603 |( ) |( )
|QUANTA SERVICES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 805-01815 4.000 EACH | 1600.00000 6400.00| |
SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | |
IN | | |
0019 805-01842 6.000 EACH | 1000.00000 6000.00| |
HANDHOLE, SIGNAL | | |
0020 805-01844 1120.000 LFT | 18.00000 20160.00| |
CONDUIT, STEEL, GALVANIZED, 2 IN, | | |
UNDERGROUND | | |
0021 805-08487 2.000 EACH | 140.00000 280.00| |
TRAFFIC SIGNAL BACKPLATE | | |
0022 805-09599 3.000 EACH | 350.00000 1050.00| |
LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | |
2 CHANNEL | | |
0023 805-78100 1.000 EACH | 10400.00000 10400.00| |
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0024 805-78205 6.000 EACH | 680.00000 4080.00| |
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN | | |
0025 805-78230 2.000 EACH | 930.00000 1860.00| |
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0026 805-78415 4.000 EACH | 2000.00000 8000.00| |
SPAN, CATENARY, AND TETHER | | |
0027 805-78420 4.000 EACH | 250.00000 1000.00| |
DISCONNECT HANGER | | |
0028 805-78445 1.000 EACH | 1200.00000 1200.00| |
SIGNAL SERVICE | | |
0029 805-78467 70.000 LFT | 3.00000 210.00| |
SIGNAL CABLE, 3C 8GA | | |
0030 805-78470 610.000 LFT | 0.30000 183.00| |
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0031 805-78485 230.000 LFT | 2.40000 552.00| |
SIGNAL CABLE, 5C 14GA | | |
0032 805-78490 450.000 LFT | 2.60000 1170.00| |
SIGNAL CABLE, 7C 14GA | | |
0033 805-78510 1270.000 LFT | 2.10000 2667.00| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0034 805-78785 4.000 EACH | 760.00000 3040.00| |
SIGNAL DETECTOR HOUSING | | |
0035 805-78795 410.000 LFT | 9.50000 3895.00| |
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 900 -7
TABULATION OF BIDS
CALL ORDER : 900 CONTRACT ID : T -31755-A COUNTIES : PORTER
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT
====================================================================================================================================
|( 4 ) 74-2851603 |( ) |( )
|QUANTA SERVICES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 805-78925 1.000 EACH | 1000.00000 1000.00| |
CONTROLLER CABINET FOUNDATION, P1 | | |
0037 805-79020 LUMP | 3000.00000 3000.00| |
TRAFFIC SIGNAL INSTALLATION | | |
0038 805-92504 1.000 EACH | 390.00000 390.00| |
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0039 808-01238 90.000 EACH | 17.50000 1575.00| |
TRANSVERSE MARKING, PAINT, STOP LINE, | | |
REMOVE | | |
0040 808-06713 1100.000 LFT | 0.50000 550.00| |
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0041 808-06714 800.000 LFT | 0.50000 400.00| |
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0042 202-74045 4.000 EACH | 100.00000 400.00| |
SIGN AND SUPPORTS, CHAN POSTS, REMOVE | | |
SECTION TOTALS | $ 111,701.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 111,701.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 910 -1
VENDOR RANKING
CALL ORDER : 910 CONTRACT ID : T -32707-A COUNTIES : PORTER LAKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT WHITE OTHERS
DESCRIPTION : TRAFFIC SIGNALS MODERIZATION COMPLETION DATE : 11/05/10
LOCATION : VARIOUS LOCATIONS THROUGHOUT THE LAPORTE DISTRICT PROJECT(S) : 0800741
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1657131 MICHIANA CONTRACTING INC $ 108,409.80 100.0000%
2 35-1262778 MIDWESTERN ELECTRIC INC $ 115,185.45 106.2500%
3 06-1675328 MARTELL ELECTRIC LLC $ 129,088.55 119.0746%
4 74-2851603 QUANTA SERVICES INC $ 183,436.20 169.2063%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 910 -2
TABULATION OF BIDS
CALL ORDER : 910 CONTRACT ID : T -32707-A COUNTIES : PORTER LAKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT WHITE OTHERS
====================================================================================================================================
|( 1 ) 35-1657131 |( 2 ) 35-1262778 |( 3 ) 06-1675328
|MICHIANA CONTRACTING INC |MIDWESTERN ELECTRIC INC |MARTELL ELECTRIC LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNALS MODERNIZATION
| | |
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 | 5600.00000 5600.00| 2150.00000 2150.00| 5500.00000 5500.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-02250 1.000 EACH | 1150.00000 1150.00| 1690.00000 1690.00| 500.00000 500.00
TREE, 10 IN, REMOVE | | |
0008 801-06640 34.000 EACH | 88.00000 2992.00| 103.00000 3502.00| 225.00000 7650.00
CONSTRUCTION SIGN, A | | |
0009 801-06775 LUMP | 600.00000 600.00| 1120.00000 1120.00| 3500.00000 3500.00
MAINTAINING TRAFFIC | | |
0010 802-09840 26.000 SFT | 16.35000 425.10| 14.50000 377.00| 13.00000 338.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0011 802-09842 18.000 SFT | 23.50000 423.00| 15.00000 270.00| 13.75000 247.50
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0012 805-01300 6.000 EACH | 305.00000 1830.00| 1042.00000 6252.00| 1650.00000 9900.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0013 805-01844 220.000 LFT | 20.00000 4400.00| 10.20000 2244.00| 12.50000 2750.00
CONDUIT, STEEL, GALVANIZED, 2 IN, | | |
UNDERGROUND | | |
0014 805-02328 5540.000 LFT | 0.19000 1052.60| 0.40000 2216.00| 0.20000 1108.00
SIGNAL CABLE, 1C 14GA | | |
0015 805-09451 4.000 EACH | 525.00000 2100.00| 605.00000 2420.00| 875.00000 3500.00
SIGNAL PEDESTAL, 15 FT. | | |
0016 805-09539 10.000 EACH | 300.00000 3000.00| 435.00000 4350.00| 385.00000 3850.00
LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | |
2 CHANNEL | | |
0017 805-78010 4.000 EACH | 1175.00000 4700.00| 1275.00000 5100.00| 1340.00000 5360.00
CONTROLLER AND CABINET, FLASHER, SOLID | | |
STATE | | |
0018 805-78190 8.000 EACH | 265.00000 2120.00| 271.00000 2168.00| 340.00000 2720.00
TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN AMBE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 910 -3
TABULATION OF BIDS
CALL ORDER : 910 CONTRACT ID : T -32707-A COUNTIES : PORTER LAKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT WHITE OTHERS
====================================================================================================================================
|( 1 ) 35-1657131 |( 2 ) 35-1262778 |( 3 ) 06-1675328
|MICHIANA CONTRACTING INC |MIDWESTERN ELECTRIC INC |MARTELL ELECTRIC LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 805-78205 12.000 EACH | 645.00000 7740.00| 535.00000 6420.00| 650.00000 7800.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN | | |
0020 805-78215 3.000 EACH | 600.00000 1800.00| 520.00000 1560.00| 580.00000 1740.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER ARROW, GREEN ARROW | | |
0021 805-78230 2.000 EACH | 870.00000 1740.00| 925.00000 1850.00| 1130.00000 2260.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0022 805-78415 5.000 EACH | 2100.00000 10500.00| 2210.00000 11050.00| 1575.00000 7875.00
SPAN, CATENARY, AND TETHER | | |
0023 805-78420 5.000 EACH | 235.00000 1175.00| 263.00000 1315.00| 300.00000 1500.00
DISCONNECT HANGER | | |
0024 805-78445 5.000 EACH | 715.00000 3575.00| 590.00000 2950.00| 640.00000 3200.00
SIGNAL SERVICE | | |
0025 805-78467 520.000 LFT | 2.10000 1092.00| 2.35000 1222.00| 3.00000 1560.00
SIGNAL CABLE, 3C 8GA | | |
0026 805-78485 883.000 LFT | 1.50000 1324.50| 1.65000 1456.95| 2.10000 1854.30
SIGNAL CABLE, 5C 14GA | | |
0027 805-78490 1200.000 LFT | 1.65000 1980.00| 1.79000 2148.00| 2.30000 2760.00
SIGNAL CABLE, 7C 14GA | | |
0028 805-78510 2200.000 LFT | 1.20000 2640.00| 1.10000 2420.00| 1.75000 3850.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0029 805-78785 11.000 EACH | 625.00000 6875.00| 565.00000 6215.00| 640.00000 7040.00
SIGNAL DETECTOR HOUSING | | |
0030 805-78795 1900.000 LFT | 8.20000 15580.00| 9.05000 17195.00| 9.15000 17385.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0031 805-78900 4.000 EACH | 110.00000 440.00| 570.00000 2280.00| 435.00000 1740.00
PEDESTAL FOUNDATION, A | | |
0032 805-92504 2.000 EACH | 265.00000 530.00| 285.00000 570.00| 265.00000 530.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0033 805-97509 1.000 EACH | 610.00000 610.00| 1245.00000 1245.00| 620.00000 620.00
CONTROL CABINET FOUNDATION, M, MODIFY | | |
TO P1 | | |
0034 807-78590 2.000 EACH | 995.00000 1990.00| 740.00000 1480.00| 875.00000 1750.00
HANDHOLE | | |
0035 808-01428 205.000 LFT | 8.40000 1722.00| 4.90000 1004.50| 2.15000 440.75
TEMPORARY TRANSVERSE MARKINGS, WHITE, | | |
STOP LINE, 24 IN | | |
0036 808-06701 400.000 LFT | 1.25000 500.00| 1.05000 420.00| 1.35000 540.00
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0037 808-06713 1040.000 LFT | 0.65000 676.00| 0.60000 624.00| 1.05000 1092.00
LINE, PAINT, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 910 -4
TABULATION OF BIDS
CALL ORDER : 910 CONTRACT ID : T -32707-A COUNTIES : PORTER LAKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT WHITE OTHERS
====================================================================================================================================
|( 1 ) 35-1657131 |( 2 ) 35-1262778 |( 3 ) 06-1675328
|MICHIANA CONTRACTING INC |MIDWESTERN ELECTRIC INC |MARTELL ELECTRIC LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 808-75245 1280.000 LFT | 1.25000 1600.00| 1.10000 1408.00| 1.35000 1728.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0039 808-75320 12.000 EACH | 0.95000 11.40| 86.00000 1032.00| 95.00000 1140.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW , ARROW | | |
0040 808-75325 8.000 EACH | 125.00000 1000.00| 110.00000 880.00| 115.00000 920.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0041 202-90277 8.000 EACH | 121.00000 968.00| 425.00000 3400.00| 300.00000 2400.00
DETECTOR HOUSING, REMOVE | | |
0042 802-09838 72.000 SFT | 14.85000 1069.20| 14.25000 1026.00| 13.00000 936.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0043 805-78100 1.000 EACH | 10875.00000 10875.00| 10151.00000 10151.00| 9500.00000 9500.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
SECTION TOTALS | $ 108,409.80| $ 115,185.45| $ 129,088.55
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 108,409.80| $ 115,185.45| $ 129,088.55
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 910 -5
TABULATION OF BIDS
CALL ORDER : 910 CONTRACT ID : T -32707-A COUNTIES : PORTER LAKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT WHITE OTHERS
====================================================================================================================================
|( 4 ) 74-2851603 |( ) |( )
|QUANTA SERVICES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNALS MODERNIZATION
| | |
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 | 20000.00000 20000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-02250 1.000 EACH | 2500.00000 2500.00| |
TREE, 10 IN, REMOVE | | |
0008 801-06640 34.000 EACH | 70.00000 2380.00| |
CONSTRUCTION SIGN, A | | |
0009 801-06775 LUMP | 12000.00000 12000.00| |
MAINTAINING TRAFFIC | | |
0010 802-09840 26.000 SFT | 16.50000 429.00| |
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0011 802-09842 18.000 SFT | 27.00000 486.00| |
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0012 805-01300 6.000 EACH | 2500.00000 15000.00| |
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0013 805-01844 220.000 LFT | 20.00000 4400.00| |
CONDUIT, STEEL, GALVANIZED, 2 IN, | | |
UNDERGROUND | | |
0014 805-02328 5540.000 LFT | 0.20000 1108.00| |
SIGNAL CABLE, 1C 14GA | | |
0015 805-09451 4.000 EACH | 660.00000 2640.00| |
SIGNAL PEDESTAL, 15 FT. | | |
0016 805-09539 10.000 EACH | 300.00000 3000.00| |
LOOP DETECTOR DELAY COUNTING AMPLIFIER, | | |
2 CHANNEL | | |
0017 805-78010 4.000 EACH | 1800.00000 7200.00| |
CONTROLLER AND CABINET, FLASHER, SOLID | | |
STATE | | |
0018 805-78190 8.000 EACH | 550.00000 4400.00| |
TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN AMBE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 910 -6
TABULATION OF BIDS
CALL ORDER : 910 CONTRACT ID : T -32707-A COUNTIES : PORTER LAKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT WHITE OTHERS
====================================================================================================================================
|( 4 ) 74-2851603 |( ) |( )
|QUANTA SERVICES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 805-78205 12.000 EACH | 800.00000 9600.00| |
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN | | |
0020 805-78215 3.000 EACH | 710.00000 2130.00| |
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER ARROW, GREEN ARROW | | |
0021 805-78230 2.000 EACH | 1000.00000 2000.00| |
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0022 805-78415 5.000 EACH | 2500.00000 12500.00| |
SPAN, CATENARY, AND TETHER | | |
0023 805-78420 5.000 EACH | 190.00000 950.00| |
DISCONNECT HANGER | | |
0024 805-78445 5.000 EACH | 1350.00000 6750.00| |
SIGNAL SERVICE | | |
0025 805-78467 520.000 LFT | 3.00000 1560.00| |
SIGNAL CABLE, 3C 8GA | | |
0026 805-78485 883.000 LFT | 2.40000 2119.20| |
SIGNAL CABLE, 5C 14GA | | |
0027 805-78490 1200.000 LFT | 2.60000 3120.00| |
SIGNAL CABLE, 7C 14GA | | |
0028 805-78510 2200.000 LFT | 2.00000 4400.00| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0029 805-78785 11.000 EACH | 790.00000 8690.00| |
SIGNAL DETECTOR HOUSING | | |
0030 805-78795 1900.000 LFT | 9.00000 17100.00| |
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0031 805-78900 4.000 EACH | 590.00000 2360.00| |
PEDESTAL FOUNDATION, A | | |
0032 805-92504 2.000 EACH | 350.00000 700.00| |
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0033 805-97509 1.000 EACH | 1400.00000 1400.00| |
CONTROL CABINET FOUNDATION, M, MODIFY | | |
TO P1 | | |
0034 807-78590 2.000 EACH | 1100.00000 2200.00| |
HANDHOLE | | |
0035 808-01428 205.000 LFT | 50.00000 10250.00| |
TEMPORARY TRANSVERSE MARKINGS, WHITE, | | |
STOP LINE, 24 IN | | |
0036 808-06701 400.000 LFT | 1.00000 400.00| |
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 I | | |
0037 808-06713 1040.000 LFT | 0.50000 520.00| |
LINE, PAINT, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 910 -7
TABULATION OF BIDS
CALL ORDER : 910 CONTRACT ID : T -32707-A COUNTIES : PORTER LAKE
LETTING DATE : 07/07/10 10:00 AM DISTRICT : LAPORTE DISTRICT WHITE OTHERS
====================================================================================================================================
|( 4 ) 74-2851603 |( ) |( )
|QUANTA SERVICES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 808-75245 1280.000 LFT | 1.00000 1280.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0039 808-75320 12.000 EACH | 75.00000 900.00| |
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW , ARROW | | |
0040 808-75325 8.000 EACH | 100.00000 800.00| |
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
ONLY | | |
0041 202-90277 8.000 EACH | 340.00000 2720.00| |
DETECTOR HOUSING, REMOVE | | |
0042 802-09838 72.000 SFT | 20.00000 1440.00| |
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0043 805-78100 1.000 EACH | 12000.00000 12000.00| |
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
SECTION TOTALS | $ 183,436.20| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 183,436.20| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 960 -1
VENDOR RANKING
CALL ORDER : 960 CONTRACT ID : TM-31682-A COUNTIES : VIGO
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MORGAN
DESCRIPTION : TRAFFIC SIGNALS MODERNIZATION COMPLETION DATE : 11/12/10
LOCATION : ON US 41 AT JUNCTION OF CARLISLE STREET / ALLENDALE LANE AND PROJECT(S) : 0801073
ON SR 267 AT JUNCTION OF INDIANA STREET / MAIN STREET
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1675187 HUMMEL ELECTRIC INC $ 178,676.00 100.0000%
2 35-1710202 SIGNAL CONSTRUCTION INC $ 185,303.55 103.7093%
3 35-1262778 MIDWESTERN ELECTRIC INC $ 188,988.40 105.7716%
4 35-0821499 JAMES H DREW CORPORATION $ 199,878.73 111.8666%
5 06-1675328 MARTELL ELECTRIC LLC $ 201,945.38 113.0232%
6 74-2851603 QUANTA SERVICES INC $ 275,753.15 154.3314%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 960 -2
TABULATION OF BIDS
CALL ORDER : 960 CONTRACT ID : TM-31682-A COUNTIES : VIGO
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MORGAN
====================================================================================================================================
|( 1 ) 35-1675187 |( 2 ) 35-1710202 |( 3 ) 35-1262778
|HUMMEL ELECTRIC INC |SIGNAL CONSTRUCTION INC |MIDWESTERN ELECTRIC INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNALS MODERNIZATION
| | |
0001 105-06845 LUMP | 1000.00000 1000.00| 1500.00000 1500.00| 985.00000 985.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| 285.00000 570.00| 150.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 80.00000 1440.00| 100.00000 1800.00| 95.00000 1710.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 8933.15000 8933.15| 3000.00000 3000.00| 15784.00000 15784.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 1200.00000 1200.00| 1000.00000 1000.00| 4337.00000 4337.00
CLEARING RIGHT OF WAY | | |
0011 628-09401 9.000 MOS | 1280.00000 11520.00| 1250.00000 11250.00| 1980.00000 17820.00
FIELD OFFICE, A | | |
0012 628-09407 9.000 MOS | 100.00000 900.00| 150.00000 1350.00| 242.00000 2178.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0013 801-03290 8.000 EACH | 247.50000 1980.00| 235.00000 1880.00| 252.00000 2016.00
CONSTRUCTION SIGN, C | | |
0014 801-06640 16.000 EACH | 220.00000 3520.00| 105.00000 1680.00| 114.00000 1824.00
CONSTRUCTION SIGN, A | | |
0015 801-06775 LUMP | 2400.00000 2400.00| 1600.00000 1600.00| 2944.00000 2944.00
MAINTAINING TRAFFIC | | |
0016 802-09838 40.000 SFT | 22.00000 880.00| 18.00000 720.00| 14.80000 592.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0017 802-09840 13.500 SFT | 22.00000 297.00| 20.00000 270.00| 22.00000 297.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 960 -3
TABULATION OF BIDS
CALL ORDER : 960 CONTRACT ID : TM-31682-A COUNTIES : VIGO
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MORGAN
====================================================================================================================================
|( 1 ) 35-1675187 |( 2 ) 35-1710202 |( 3 ) 35-1262778
|HUMMEL ELECTRIC INC |SIGNAL CONSTRUCTION INC |MIDWESTERN ELECTRIC INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 802-09842 45.000 SFT | 18.00000 810.00| 22.00000 990.00| 23.00000 1035.00
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0019 805-01300 2.000 EACH | 1600.00000 3200.00| 2000.00000 4000.00| 1280.00000 2560.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0020 805-01815 2.000 EACH | 1800.00000 3600.00| 2200.00000 4400.00| 1988.00000 3976.00
SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | |
IN | | |
0021 805-01842 11.000 EACH | 800.00000 8800.00| 800.00000 8800.00| 852.00000 9372.00
HANDHOLE, SIGNAL | | |
0022 805-01893 LUMP | 1600.00000 1600.00| 2500.00000 2500.00| 1214.00000 1214.00
MAINTAINING TRAFFIC SIGNAL | | |
0023 805-02087 LUMP | 288.00000 288.00| 1000.00000 1000.00| 1420.00000 1420.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0024 805-02152 8.000 EACH | 520.80000 4166.40| 550.00000 4400.00| 465.00000 3720.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOL, 18 IN | | |
0025 805-04602 1.000 EACH | 500.00000 500.00| 2500.00000 2500.00| 378.00000 378.00
CONTROLLER, REWIRE | | |
0026 805-06834 2.000 EACH | 11716.80000 23433.60| 12500.00000 25000.00| 10472.00000 20944.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0027 805-78205 15.000 EACH | 558.00000 8370.00| 825.00000 12375.00| 588.00000 8820.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN | | |
0028 805-78215 2.000 EACH | 552.00000 1104.00| 675.00000 1350.00| 560.00000 1120.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER ARROW, GREEN ARROW | | |
0029 805-78230 1.000 EACH | 816.00000 816.00| 1000.00000 1000.00| 935.00000 935.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0030 805-78370 8.000 EACH | 180.00000 1440.00| 105.00000 840.00| 128.00000 1024.00
PEDESTRIAN PUSH BUTTON , AND SIGN R10-3 | | |
0031 805-78415 3.000 EACH | 1600.00000 4800.00| 2100.00000 6300.00| 1477.00000 4431.00
SPAN, CATENARY, AND TETHER | | |
0032 805-78420 4.000 EACH | 280.00000 1120.00| 300.00000 1200.00| 245.00000 980.00
DISCONNECT HANGER | | |
0033 805-78445 1.000 EACH | 550.00000 550.00| 850.00000 850.00| 615.00000 615.00
SIGNAL SERVICE | | |
0034 805-78467 55.000 LFT | 1.60000 88.00| 2.00000 110.00| 2.20000 121.00
SIGNAL CABLE, 3C 8GA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 960 -4
TABULATION OF BIDS
CALL ORDER : 960 CONTRACT ID : TM-31682-A COUNTIES : VIGO
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MORGAN
====================================================================================================================================
|( 1 ) 35-1675187 |( 2 ) 35-1710202 |( 3 ) 35-1262778
|HUMMEL ELECTRIC INC |SIGNAL CONSTRUCTION INC |MIDWESTERN ELECTRIC INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0035 805-78470 4148.000 LFT | 0.30000 1244.40| 0.25000 1037.00| 0.45000 1866.60
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0036 805-78485 1181.000 LFT | 1.30000 1535.30| 1.75000 2066.75| 1.30000 1535.30
SIGNAL CABLE, 5C 14GA | | |
0037 805-78490 1424.000 LFT | 1.40000 1993.60| 1.95000 2776.80| 1.45000 2064.80
SIGNAL CABLE, 7C 14GA | | |
0038 805-78500 435.000 LFT | 1.60000 696.00| 2.25000 978.75| 2.35000 1022.25
SIGNAL CABLE, 11C 14GA | | |
0039 805-78510 7090.000 LFT | 0.72000 5104.80| 1.75000 12407.50| 0.80000 5672.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0040 805-78785 14.000 EACH | 600.00000 8400.00| 675.00000 9450.00| 675.00000 9450.00
SIGNAL DETECTOR HOUSING | | |
0041 805-78795 1327.000 LFT | 7.20000 9554.40| 7.50000 9952.50| 7.00000 9289.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0042 805-78925 1.000 EACH | 1200.00000 1200.00| 725.00000 725.00| 980.00000 980.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0043 805-81060 2.000 EACH | 5250.00000 10500.00| 5250.00000 10500.00| 4457.00000 8914.00
SIGNAL STRAIN POLE, STEEL, 36 FT | | |
0044 805-90015 6.000 EACH | 85.00000 510.00| 150.00000 900.00| 165.00000 990.00
POLE BANDS, STEEL | | |
0045 805-92504 13.000 EACH | 260.00000 3380.00| 300.00000 3900.00| 291.00000 3783.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0046 805-97509 1.000 EACH | 600.00000 600.00| 650.00000 650.00| 905.00000 905.00
CONTROL CABINET FOUNDATION, M, MODIFY | | |
TO P1 | | |
0047 807-06592 1669.000 LFT | 16.00000 26704.00| 12.00000 20028.00| 14.00000 23366.00
CONDUIT, STEEL, GALVANIZED, 2 IN | | |
0049 808-06703 385.000 LFT | 2.75000 1058.75| 1.00000 385.00| 1.02000 392.70
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0050 808-06716 1050.000 LFT | 0.77000 808.50| 0.90000 945.00| 0.88000 924.00
LINE, REMOVE | | |
0051 808-75245 1200.000 LFT | 2.75000 3300.00| 1.00000 1200.00| 1.02000 1224.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0052 808-75297 245.000 LFT | 8.80000 2156.00| 6.00000 1470.00| 6.05000 1482.25
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0053 808-75320 3.000 EACH | 71.50000 214.50| 135.00000 405.00| 124.00000 372.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0054 808-06368 245.000 LFT | 3.08000 754.60| 5.25000 1286.25| 5.30000 1298.50
TRANSVERSE MARKING, REMOVE | | |
SECTION TOTALS | $ 178,676.00| $ 185,303.55| $ 188,988.40
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 178,676.00| $ 185,303.55| $ 188,988.40
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 960 -5
TABULATION OF BIDS
CALL ORDER : 960 CONTRACT ID : TM-31682-A COUNTIES : VIGO
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MORGAN
====================================================================================================================================
|( 4 ) 35-0821499 |( 5 ) 06-1675328 |( 6 ) 74-2851603
|JAMES H DREW CORPORATION |MARTELL ELECTRIC LLC |QUANTA SERVICES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNALS MODERNIZATION
| | |
0001 105-06845 LUMP | 945.00000 945.00| 1500.00000 1500.00| 2300.00000 2300.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 400.00000 800.00| 85.00000 170.00| 100.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 100.00000 1800.00| 85.00000 1530.00| 60.00000 1080.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 9008.14000 9008.14| 9500.00000 9500.00| 15000.00000 15000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 1452.57000 1452.57| 500.00000 500.00| 100.00000 100.00
CLEARING RIGHT OF WAY | | |
0011 628-09401 9.000 MOS | 1300.00000 11700.00| 2000.00000 18000.00| 2500.00000 22500.00
FIELD OFFICE, A | | |
0012 628-09407 9.000 MOS | 50.00000 450.00| 200.00000 1800.00| 200.00000 1800.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0013 801-03290 8.000 EACH | 246.75000 1974.00| 235.00000 1880.00| 235.00000 1880.00
CONSTRUCTION SIGN, C | | |
0014 801-06640 16.000 EACH | 110.25000 1764.00| 105.00000 1680.00| 105.00000 1680.00
CONSTRUCTION SIGN, A | | |
0015 801-06775 LUMP | 9576.29000 9576.29| 4500.00000 4500.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
0016 802-09838 40.000 SFT | 27.64000 1105.60| 19.00000 760.00| 21.00000 840.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0017 802-09840 13.500 SFT | 28.17000 380.30| 19.45000 262.58| 30.00000 405.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0018 802-09842 45.000 SFT | 28.84000 1297.80| 20.00000 900.00| 32.00000 1440.00
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 960 -6
TABULATION OF BIDS
CALL ORDER : 960 CONTRACT ID : TM-31682-A COUNTIES : VIGO
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MORGAN
====================================================================================================================================
|( 4 ) 35-0821499 |( 5 ) 06-1675328 |( 6 ) 74-2851603
|JAMES H DREW CORPORATION |MARTELL ELECTRIC LLC |QUANTA SERVICES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 805-01300 2.000 EACH | 2436.57000 4873.14| 3000.00000 6000.00| 4200.00000 8400.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0020 805-01815 2.000 EACH | 2442.57000 4885.14| 2400.00000 4800.00| 1700.00000 3400.00
SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | |
IN | | |
0021 805-01842 11.000 EACH | 1138.79000 12526.69| 880.00000 9680.00| 1000.00000 11000.00
HANDHOLE, SIGNAL | | |
0022 805-01893 LUMP | 1204.00000 1204.00| 2000.00000 2000.00| 2000.00000 2000.00
MAINTAINING TRAFFIC SIGNAL | | |
0023 805-02087 LUMP | 726.29000 726.29| 500.00000 500.00| 500.00000 500.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0024 805-02152 8.000 EACH | 492.63000 3941.04| 600.00000 4800.00| 740.00000 5920.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOL, 18 IN | | |
0025 805-04602 1.000 EACH | 1509.00000 1509.00| 375.00000 375.00| 1000.00000 1000.00
CONTROLLER, REWIRE | | |
0026 805-06834 2.000 EACH | 11519.00000 23038.00| 10750.00000 21500.00| 10850.00000 21700.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0027 805-78205 15.000 EACH | 554.11000 8311.65| 725.00000 10875.00| 900.00000 13500.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER, GREEN | | |
0028 805-78215 2.000 EACH | 545.31000 1090.62| 565.00000 1130.00| 800.00000 1600.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN RED, | | |
AMBER ARROW, GREEN ARROW | | |
0029 805-78230 1.000 EACH | 800.07000 800.07| 1025.00000 1025.00| 1100.00000 1100.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN RED, | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0030 805-78370 8.000 EACH | 151.63000 1213.04| 115.00000 920.00| 220.00000 1760.00
PEDESTRIAN PUSH BUTTON , AND SIGN R10-3 | | |
0031 805-78415 3.000 EACH | 2140.00000 6420.00| 1650.00000 4950.00| 2600.00000 7800.00
SPAN, CATENARY, AND TETHER | | |
0032 805-78420 4.000 EACH | 223.57000 894.28| 300.00000 1200.00| 300.00000 1200.00
DISCONNECT HANGER | | |
0033 805-78445 1.000 EACH | 904.50000 904.50| 525.00000 525.00| 1200.00000 1200.00
SIGNAL SERVICE | | |
0034 805-78467 55.000 LFT | 2.24000 123.20| 3.45000 189.75| 2.90000 159.50
SIGNAL CABLE, 3C 8GA | | |
0035 805-78470 4148.000 LFT | 0.69000 2862.12| 0.25000 1037.00| 0.20000 829.60
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA | | |
0036 805-78485 1181.000 LFT | 1.25000 1476.25| 2.20000 2598.20| 2.30000 2716.30
SIGNAL CABLE, 5C 14GA | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/15/10
PAGE : 960 -7
TABULATION OF BIDS
CALL ORDER : 960 CONTRACT ID : TM-31682-A COUNTIES : VIGO
LETTING DATE : 07/07/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MORGAN
====================================================================================================================================
|( 4 ) 35-0821499 |( 5 ) 06-1675328 |( 6 ) 74-2851603
|JAMES H DREW CORPORATION |MARTELL ELECTRIC LLC |QUANTA SERVICES INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 805-78490 1424.000 LFT | 1.42000 2022.08| 2.40000 3417.60| 2.50000 3560.00
SIGNAL CABLE, 7C 14GA | | |
0038 805-78500 435.000 LFT | 1.80000 783.00| 2.60000 1131.00| 2.80000 1218.00
SIGNAL CABLE, 11C 14GA | | |
0039 805-78510 7090.000 LFT | 0.87000 6168.30| 1.40000 9926.00| 1.90000 13471.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0040 805-78785 14.000 EACH | 924.29000 12940.06| 685.00000 9590.00| 750.00000 10500.00
SIGNAL DETECTOR HOUSING | | |
0041 805-78795 1327.000 LFT | 8.21000 10894.67| 9.50000 12606.50| 9.00000 11943.00
SAW CUT FOR ROADWAY LOOP AND SEALANT | | |
0042 805-78925 1.000 EACH | 1111.29000 1111.29| 725.00000 725.00| 980.00000 980.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0043 805-81060 2.000 EACH | 4617.00000 9234.00| 4750.00000 9500.00| 5100.00000 10200.00
SIGNAL STRAIN POLE, STEEL, 36 FT | | |
0044 805-90015 6.000 EACH | 146.57000 879.42| 95.00000 570.00| 200.00000 1200.00
POLE BANDS, STEEL | | |
0045 805-92504 13.000 EACH | 260.31000 3384.03| 235.00000 3055.00| 330.00000 4290.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHAN | | |
0046 805-97509 1.000 EACH | 1056.29000 1056.29| 650.00000 650.00| 1300.00000 1300.00
CONTROL CABINET FOUNDATION, M, MODIFY | | |
TO P1 | | |
0047 807-06592 1669.000 LFT | 16.04000 26770.76| 17.00000 28373.00| 43.00000 71767.00
CONDUIT, STEEL, GALVANIZED, 2 IN | | |
0049 808-06703 385.000 LFT | 1.00000 385.00| 0.95000 365.75| 0.95000 365.75
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0050 808-06716 1050.000 LFT | 0.86000 903.00| 0.82000 861.00| 0.82000 861.00
LINE, REMOVE | | |
0051 808-75245 1200.000 LFT | 1.00000 1200.00| 0.95000 1140.00| 0.95000 1140.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0052 808-75297 245.000 LFT | 5.93000 1452.85| 5.65000 1384.25| 5.65000 1384.25
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0053 808-75320 3.000 EACH | 120.75000 362.25| 115.00000 345.00| 115.00000 345.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0054 808-06368 245.000 LFT | 5.20000 1274.00| 4.95000 1212.75| 4.95000 1212.75
TRANSVERSE MARKING, REMOVE | | |
SECTION TOTALS | $ 199,878.73| $ 201,945.38| $ 275,753.15
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 199,878.73| $ 201,945.38| $ 275,753.15
====================================================================================================================================