INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 161 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 161 CONTRACT ID : R -29124-A COUNTIES : FRANKLINഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
DESCRIPTION : SMALL STRUCTURE & DRAIN CONSTRUCTION COMPLETION DATE : 06/15/10ഀ
LOCATION : ON SR 121 OVER UNT OF WHITEWATER RIVER 0.35 MILE NORTH PROJECT(S) : 3424001ഀ
OF US 52ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 574,657.62 100.0000%ഀ
2 35-1357381 DAVE OMARA CONTRACTOR INC $ 589,800.80 102.6352%ഀ
3 90-0177865 HIS CONSTRUCTORS LLC $ 636,800.00 110.8138%ഀ
4 35-1549010 MCALISTER EXCAVATING CO INC $ 683,171.57 118.8832%ഀ
5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 759,599.71 132.1830%ഀ
6 35-1636776 LINKEL COMPANY $ 768,881.00 133.7981%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 161 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 161 CONTRACT ID : R -29124-A COUNTIES : FRANKLINഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-1151771 |( 2 ) 35-1357381 |( 3 ) 90-0177865ഀ
|CALUMET CIVIL CONTRACTORS IN |DAVE OMARA CONTRACTOR INC |HIS CONSTRUCTORS LLCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 SMALL STRUCTURE AND DRAIN CONSTRUCTIONഀ
| | |ഀ
0001 105-06845 LUMP | 4500.00000 4500.00| 6500.00000 6500.00| 5750.00000 5750.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 105-08520 2.000 EACH | 150.00000 300.00| 320.00000 640.00| 260.00000 520.00ഀ
CELLULAR TELEPHONE/RADIO | | |ഀ
0003 105-08521 24.000 MOS | 50.00000 1200.00| 190.00000 4560.00| 92.00000 2208.00ഀ
CELLULAR TELEPHONE/RADIO SERVICE | | |ഀ
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |ഀ
MINUTES | | |ഀ
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0010 110-01001 LUMP | 24000.00000 24000.00| 29500.00000 29500.00| 27057.10000 27057.10ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0011 201-52370 LUMP | 16800.00000 16800.00| 30000.00000 30000.00| 30529.00000 30529.00ഀ
CLEARING RIGHT OF WAY | | |ഀ
0012 202-02236 178.000 SYS | 1.00000 178.00| 16.50000 2937.00| 18.00000 3204.00ഀ
SURFACE, REMOVE | | |ഀ
0013 202-02241 352.000 LFT | 5.00000 1760.00| 5.50000 1936.00| 5.20000 1830.40ഀ
GUARDRAIL, REMOVE | | |ഀ
0014 203-02000 4742.000 CYS | 16.00000 75872.00| 13.00000 61646.00| 13.00000 61646.00ഀ
EXCAVATION, COMMON | | |ഀ
0015 203-51223 1200.000 CYS | 10.00000 12000.00| 11.00000 13200.00| 23.00000 27600.00ഀ
EXCAVATION, WATERWAY | | |ഀ
0016 205-03371 500.000 CYS | 9.63000 4815.00| 14.00000 7000.00| 15.00000 7500.00ഀ
SEDIMENT, REMOVE | | |ഀ
0017 205-06931 28.000 TON | 34.06000 953.68| 34.00000 952.00| 40.00000 1120.00ഀ
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |ഀ
0018 205-06936 53.000 TON | 14.71000 779.63| 36.00000 1908.00| 41.50000 2199.50ഀ
TEMPORARY SEDIMENT TRAP | | |ഀ
0019 205-09543 100.000 TON | 12.00000 1200.00| 16.50000 1650.00| 21.00000 2100.00ഀ
NO 2 STONE | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 161 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 161 CONTRACT ID : R -29124-A COUNTIES : FRANKLINഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1151771 |( 2 ) 35-1357381 |( 3 ) 90-0177865ഀ
|CALUMET CIVIL CONTRACTORS IN |DAVE OMARA CONTRACTOR INC |HIS CONSTRUCTORS LLCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0020 205-09603 2.000 EACH | 1200.00000 2400.00| 2200.00000 4400.00| 550.00000 1100.00ഀ
J-HOOK VANE | | |ഀ
0021 206-51235 LUMP | 4600.00000 4600.00| 10000.00000 10000.00| 3300.00000 3300.00ഀ
COFFERDAM | | |ഀ
0022 207-08265 4691.000 SYS | 5.67000 26597.97| 5.30000 24862.30| 5.00000 23455.00ഀ
SUBGRADE TREATMENT, TYPE IIA | | |ഀ
0023 207-08267 284.000 SYS | 11.23000 3189.32| 10.00000 2840.00| 11.00000 3124.00ഀ
SUBGRADE TREATMENT, TYPE IIIA | | |ഀ
0024 210-08174 1.000 EACH | 660.00000 660.00| 500.00000 500.00| 2100.00000 2100.00ഀ
ROOT WAD | | |ഀ
0025 211-02050 181.000 CYS | 33.00000 5973.00| 39.00000 7059.00| 40.00000 7240.00ഀ
B BORROW | | |ഀ
0026 211-09264 8.000 CYS | 13.00000 104.00| 58.00000 464.00| 19.00000 152.00ഀ
STRUCTURE BACKFILL, TYPE 1 | | |ഀ
0027 211-09268 268.000 CYS | 68.00000 18224.00| 65.00000 17420.00| 97.00000 25996.00ഀ
STRUCTURE BACKFILL, TYPE 5 | | |ഀ
0028 212-06282 125.000 CYS | 8.00000 1000.00| 13.00000 1625.00| 32.00000 4000.00ഀ
STOCKPILED SELECTED MATERIAL, SALVAGED | | |ഀ
0029 303-01180 658.000 TON | 20.00000 13160.00| 19.00000 12502.00| 23.00000 15134.00ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
0030 402-07433 248.000 TON | 73.00000 18104.00| 78.00000 19344.00| 76.00000 18848.00ഀ
HMA SURFACE, TYPE B | | |ഀ
0031 402-07438 393.000 TON | 60.00000 23580.00| 65.00000 25545.00| 63.00000 24759.00ഀ
HMA INTERMEDIATE, TYPE B | | |ഀ
0032 402-07441 1292.000 TON | 55.00000 71060.00| 56.00000 72352.00| 57.00000 73644.00ഀ
HMA BASE, TYPE B | | |ഀ
0033 404-05511 740.000 SYS | 5.82000 4306.80| 5.30000 3922.00| 5.20000 3848.00ഀ
SEAL COAT, 2 | | |ഀ
0034 406-05520 2.360 TON | 250.00000 590.00| 620.00000 1463.20| 260.00000 613.60ഀ
ASPHALT FOR TACK COAT | | |ഀ
0035 610-07487 144.000 TON | 110.00000 15840.00| 95.00000 13680.00| 115.00000 16560.00ഀ
HMA FOR APPROACHES, TYPE B | | |ഀ
0036 611-06497 1.000 EACH | 360.00000 360.00| 380.00000 380.00| 375.00000 375.00ഀ
MAILBOX ASSEMBLY, SINGLE | | |ഀ
0037 615-06490 13.000 EACH | 142.00000 1846.00| 155.00000 2015.00| 150.00000 1950.00ഀ
RIGHT OF WAY MARKER | | |ഀ
0038 615-06505 4.000 EACH | 745.00000 2980.00| 770.00000 3080.00| 780.00000 3120.00ഀ
MONUMENT, B | | |ഀ
0039 615-06510 1.000 EACH | 550.00000 550.00| 570.00000 570.00| 580.00000 580.00ഀ
MONUMENT, C | | |ഀ
0040 616-02320 1012.000 SYS | 2.82000 2853.84| 3.60000 3643.20| 2.00000 2024.00ഀ
GEOTEXTILES | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 161 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 161 CONTRACT ID : R -29124-A COUNTIES : FRANKLINഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1151771 |( 2 ) 35-1357381 |( 3 ) 90-0177865ഀ
|CALUMET CIVIL CONTRACTORS IN |DAVE OMARA CONTRACTOR INC |HIS CONSTRUCTORS LLCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0041 616-05688 124.000 TON | 60.00000 7440.00| 26.50000 3286.00| 38.00000 4712.00ഀ
RIPRAP, CLASS 1 | | |ഀ
0042 616-06405 315.000 TON | 50.00000 15750.00| 19.50000 6142.50| 32.00000 10080.00ഀ
RIPRAP, REVETMENT | | |ഀ
0043 616-07266 1.000 LFT | 120.00000 120.00| 1000.00000 1000.00| 250.00000 250.00ഀ
COIR ROLL | | |ഀ
0044 621-01004 2.000 EACH | 790.00000 1580.00| 820.00000 1640.00| 800.00000 1600.00ഀ
MOBILIZATION AND DEMOBILIZATION FOR | | |ഀ
SEEDING | | |ഀ
0045 621-06545 0.600 TON | 1360.00000 816.00| 1400.00000 840.00| 1360.00000 816.00ഀ
FERTILIZER | | |ഀ
0046 621-06553 177.000 LBS | 3.00000 531.00| 3.30000 584.10| 3.10000 548.70ഀ
SEED MIXTURE, R | | |ഀ
0047 621-06557 156.000 LBS | 3.00000 468.00| 2.80000 436.80| 3.00000 468.00ഀ
SEED MIXTURE, T | | |ഀ
0048 621-06565 3.120 TON | 468.00000 1460.16| 500.00000 1560.00| 470.00000 1466.40ഀ
MULCHING MATERIAL | | |ഀ
0049 621-06567 4.800 kGAL | 10.00000 48.00| 10.50000 50.40| 11.00000 52.80ഀ
WATER | | |ഀ
0050 621-06574 468.000 SYS | 4.00000 1872.00| 3.80000 1778.40| 4.00000 1872.00ഀ
SODDING | | |ഀ
0051 621-06575 722.000 SYS | 4.00000 2888.00| 3.80000 2743.60| 4.00000 2888.00ഀ
SODDING, NURSERY | | |ഀ
0052 622-05640 33.000 EACH | 129.00000 4257.00| 140.00000 4620.00| 135.00000 4455.00ഀ
PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | |ഀ
IN. | | |ഀ
0053 622-05648 9.000 EACH | 226.00000 2034.00| 250.00000 2250.00| 230.00000 2070.00ഀ
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |ഀ
25 IN. OR UNDER | | |ഀ
0054 622-05650 12.000 EACH | 323.00000 3876.00| 350.00000 4200.00| 330.00000 3960.00ഀ
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |ഀ
OVER 2 TO 2.5 IN. | | |ഀ
0055 622-52436 4.000 EACH | 51.00000 204.00| 53.00000 212.00| 55.00000 220.00ഀ
SIGN, DO NOT MOW OR SPRAY | | |ഀ
0056 622-91786 170.000 EACH | 8.73000 1484.10| 9.50000 1615.00| 10.00000 1700.00ഀ
SEEDLING | | |ഀ
0057 622-98200 4.000 EACH | 51.00000 204.00| 53.00000 212.00| 51.00000 204.00ഀ
SIGN, DO NOT DISTURB | | |ഀ
0058 628-09403 12.000 MOS | 1450.00000 17400.00| 1600.00000 19200.00| 3050.00000 36600.00ഀ
FIELD OFFICE, C | | |ഀ
0059 628-09407 12.000 MOS | 343.71000 4124.52| 200.00000 2400.00| 280.00000 3360.00ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , 1 EACH | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 161 -5ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 161 CONTRACT ID : R -29124-A COUNTIES : FRANKLINഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1151771 |( 2 ) 35-1357381 |( 3 ) 90-0177865ഀ
|CALUMET CIVIL CONTRACTORS IN |DAVE OMARA CONTRACTOR INC |HIS CONSTRUCTORS LLCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0060 714-06172 60.000 LFT | 1286.24000 77174.40| 1220.00000 73200.00| 1290.00000 77400.00ഀ
CULVERT, PRECAST, REINFORCED CONCRETE | | |ഀ
BOX, 14' X 4' | | |ഀ
0061 714-08514 442.000 SFT | 87.15000 38520.30| 90.00000 39780.00| 116.00000 51272.00ഀ
WINGWALL | | |ഀ
0062 715-05169 180.000 LFT | 38.83000 6989.40| 39.00000 7020.00| 22.50000 4050.00ഀ
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |ഀ
0063 715-46005 6.000 EACH | 620.69000 3724.14| 460.00000 2760.00| 230.00000 1380.00ഀ
PIPE END SECTION, 15 IN. | | |ഀ
0064 801-03290 3.000 EACH | 165.00000 495.00| 180.00000 540.00| 360.00000 1080.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0065 801-04308 8.000 EACH | 345.00000 2760.00| 360.00000 2880.00| 120.00000 960.00ഀ
ROAD CLOSURE SIGN ASSEMBLY | | |ഀ
0066 801-06625 49.000 EACH | 89.00000 4361.00| 100.00000 4900.00| 90.00000 4410.00ഀ
DETOUR ROUTE MARKER ASSEMBLY | | |ഀ
0067 801-06640 16.000 EACH | 145.00000 2320.00| 170.00000 2720.00| 180.00000 2880.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0068 801-06645 8.000 EACH | 45.00000 360.00| 47.00000 376.00| 42.00000 336.00ഀ
CONSTRUCTION SIGN, B | | |ഀ
0069 801-06775 LUMP | 1625.00000 1625.00| 3000.00000 3000.00| 1650.00000 1650.00ഀ
MAINTAINING TRAFFIC | | |ഀ
0070 801-07118 96.000 LFT | 9.00000 864.00| 9.50000 912.00| 9.00000 864.00ഀ
BARRICADE, III-A | | |ഀ
0071 801-07119 96.000 LFT | 12.00000 1152.00| 12.50000 1200.00| 11.00000 1056.00ഀ
BARRICADE, III-B | | |ഀ
0072 802-05701 44.000 LFT | 14.01000 616.44| 15.00000 660.00| 15.00000 660.00ഀ
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |ഀ
BASE | | |ഀ
0073 808-06713 1866.000 LFT | 0.45000 839.70| 0.50000 933.00| 0.65000 1212.90ഀ
LINE, PAINT, SOLID, WHITE, 4 IN. | | |ഀ
0074 808-75245 1866.000 LFT | 0.95000 1772.70| 1.05000 1959.30| 1.60000 2985.60ഀ
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |ഀ
IN. | | |ഀ
0075 808-75996 24.000 EACH | 1.98000 47.52| 27.00000 648.00| 58.00000 1392.00ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |ഀ
REMOVE | | |ഀ
0076 808-75998 24.000 EACH | 89.00000 2136.00| 60.00000 1440.00| 29.00000 696.00ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |ഀ
SECTION TOTALS | $ 574,657.62| $ 589,800.80| $ 636,800.00ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 574,657.62| $ 589,800.80| $ 636,800.00ഀ
====================================================================================================================================ഀ
ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 161 -6ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 161 CONTRACT ID : R -29124-A COUNTIES : FRANKLINഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1549010 |( 5 ) 35-1618530 |( 6 ) 35-1636776ഀ
|MCALISTER EXCAVATING CO INC |AMERICAN CONTRACTING & SERVI |LINKEL COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 SMALL STRUCTURE AND DRAIN CONSTRUCTIONഀ
| | |ഀ
0001 105-06845 LUMP | 7000.00000 7000.00| 10500.00000 10500.00| 50000.00000 50000.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 105-08520 2.000 EACH | 200.00000 400.00| 350.00000 700.00| 150.00000 300.00ഀ
CELLULAR TELEPHONE/RADIO | | |ഀ
0003 105-08521 24.000 MOS | 150.00000 3600.00| 75.00000 1800.00| 100.00000 2400.00ഀ
CELLULAR TELEPHONE/RADIO SERVICE | | |ഀ
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |ഀ
MINUTES | | |ഀ
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0010 110-01001 LUMP | 31777.77000 31777.77| 37979.98000 37979.98| 50000.00000 50000.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0011 201-52370 LUMP | 18000.00000 18000.00| 26585.98000 26585.98| 50000.00000 50000.00ഀ
CLEARING RIGHT OF WAY | | |ഀ
0012 202-02236 178.000 SYS | 35.00000 6230.00| 30.00000 5340.00| 60.00000 10680.00ഀ
SURFACE, REMOVE | | |ഀ
0013 202-02241 352.000 LFT | 5.60000 1971.20| 5.00000 1760.00| 13.00000 4576.00ഀ
GUARDRAIL, REMOVE | | |ഀ
0014 203-02000 4742.000 CYS | 16.00000 75872.00| 12.00000 56904.00| 14.00000 66388.00ഀ
EXCAVATION, COMMON | | |ഀ
0015 203-51223 1200.000 CYS | 18.00000 21600.00| 15.00000 18000.00| 16.00000 19200.00ഀ
EXCAVATION, WATERWAY | | |ഀ
0016 205-03371 500.000 CYS | 20.00000 10000.00| 30.00000 15000.00| 16.00000 8000.00ഀ
SEDIMENT, REMOVE | | |ഀ
0017 205-06931 28.000 TON | 30.00000 840.00| 50.00000 1400.00| 27.00000 756.00ഀ
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |ഀ
0018 205-06936 53.000 TON | 100.00000 5300.00| 40.00000 2120.00| 30.00000 1590.00ഀ
TEMPORARY SEDIMENT TRAP | | |ഀ
0019 205-09543 100.000 TON | 28.00000 2800.00| 50.00000 5000.00| 21.00000 2100.00ഀ
NO 2 STONE | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 161 -7ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 161 CONTRACT ID : R -29124-A COUNTIES : FRANKLINഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1549010 |( 5 ) 35-1618530 |( 6 ) 35-1636776ഀ
|MCALISTER EXCAVATING CO INC |AMERICAN CONTRACTING & SERVI |LINKEL COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0020 205-09603 2.000 EACH | 5500.00000 11000.00| 5000.00000 10000.00| 500.00000 1000.00ഀ
J-HOOK VANE | | |ഀ
0021 206-51235 LUMP | 10000.00000 10000.00| 36000.00000 36000.00| 3000.00000 3000.00ഀ
COFFERDAM | | |ഀ
0022 207-08265 4691.000 SYS | 6.00000 28146.00| 6.00000 28146.00| 6.00000 28146.00ഀ
SUBGRADE TREATMENT, TYPE IIA | | |ഀ
0023 207-08267 284.000 SYS | 20.00000 5680.00| 20.00000 5680.00| 9.00000 2556.00ഀ
SUBGRADE TREATMENT, TYPE IIIA | | |ഀ
0024 210-08174 1.000 EACH | 3100.00000 3100.00| 3500.00000 3500.00| 3000.00000 3000.00ഀ
ROOT WAD | | |ഀ
0025 211-02050 181.000 CYS | 35.00000 6335.00| 50.00000 9050.00| 25.00000 4525.00ഀ
B BORROW | | |ഀ
0026 211-09264 8.000 CYS | 35.00000 280.00| 50.00000 400.00| 30.00000 240.00ഀ
STRUCTURE BACKFILL, TYPE 1 | | |ഀ
0027 211-09268 268.000 CYS | 35.00000 9380.00| 125.00000 33500.00| 65.00000 17420.00ഀ
STRUCTURE BACKFILL, TYPE 5 | | |ഀ
0028 212-06282 125.000 CYS | 100.00000 12500.00| 10.00000 1250.00| 18.00000 2250.00ഀ
STOCKPILED SELECTED MATERIAL, SALVAGED | | |ഀ
0029 303-01180 658.000 TON | 19.00000 12502.00| 30.00000 19740.00| 21.00000 13818.00ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
0030 402-07433 248.000 TON | 85.00000 21080.00| 73.00000 18104.00| 75.00000 18600.00ഀ
HMA SURFACE, TYPE B | | |ഀ
0031 402-07438 393.000 TON | 69.00000 27117.00| 60.00000 23580.00| 75.00000 29475.00ഀ
HMA INTERMEDIATE, TYPE B | | |ഀ
0032 402-07441 1292.000 TON | 69.00000 89148.00| 55.00000 71060.00| 60.00000 77520.00ഀ
HMA BASE, TYPE B | | |ഀ
0033 404-05511 740.000 SYS | 10.00000 7400.00| 3.00000 2220.00| 8.00000 5920.00ഀ
SEAL COAT, 2 | | |ഀ
0034 406-05520 2.360 TON | 400.00000 944.00| 250.00000 590.00| 300.00000 708.00ഀ
ASPHALT FOR TACK COAT | | |ഀ
0035 610-07487 144.000 TON | 140.00000 20160.00| 110.00000 15840.00| 120.00000 17280.00ഀ
HMA FOR APPROACHES, TYPE B | | |ഀ
0036 611-06497 1.000 EACH | 404.00000 404.00| 360.00000 360.00| 400.00000 400.00ഀ
MAILBOX ASSEMBLY, SINGLE | | |ഀ
0037 615-06490 13.000 EACH | 159.00000 2067.00| 142.00000 1846.00| 150.00000 1950.00ഀ
RIGHT OF WAY MARKER | | |ഀ
0038 615-06505 4.000 EACH | 995.00000 3980.00| 745.00000 2980.00| 780.00000 3120.00ഀ
MONUMENT, B | | |ഀ
0039 615-06510 1.000 EACH | 616.00000 616.00| 550.00000 550.00| 600.00000 600.00ഀ
MONUMENT, C | | |ഀ
0040 616-02320 1012.000 SYS | 3.50000 3542.00| 3.00000 3036.00| 2.00000 2024.00ഀ
GEOTEXTILES | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 161 -8ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 161 CONTRACT ID : R -29124-A COUNTIES : FRANKLINഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1549010 |( 5 ) 35-1618530 |( 6 ) 35-1636776ഀ
|MCALISTER EXCAVATING CO INC |AMERICAN CONTRACTING & SERVI |LINKEL COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0041 616-05688 124.000 TON | 26.00000 3224.00| 40.00000 4960.00| 40.00000 4960.00ഀ
RIPRAP, CLASS 1 | | |ഀ
0042 616-06405 315.000 TON | 26.00000 8190.00| 30.00000 9450.00| 41.00000 12915.00ഀ
RIPRAP, REVETMENT | | |ഀ
0043 616-07266 1.000 LFT | 75.00000 75.00| 300.00000 300.00| 500.00000 500.00ഀ
COIR ROLL | | |ഀ
0044 621-01004 2.000 EACH | 885.00000 1770.00| 790.00000 1580.00| 1000.00000 2000.00ഀ
MOBILIZATION AND DEMOBILIZATION FOR | | |ഀ
SEEDING | | |ഀ
0045 621-06545 0.600 TON | 1520.00000 912.00| 1357.00000 814.20| 750.00000 450.00ഀ
FERTILIZER | | |ഀ
0046 621-06553 177.000 LBS | 3.40000 601.80| 2.97000 525.69| 5.00000 885.00ഀ
SEED MIXTURE, R | | |ഀ
0047 621-06557 156.000 LBS | 3.00000 468.00| 2.60000 405.60| 7.00000 1092.00ഀ
SEED MIXTURE, T | | |ഀ
0048 621-06565 3.120 TON | 525.00000 1638.00| 468.00000 1460.16| 300.00000 936.00ഀ
MULCHING MATERIAL | | |ഀ
0049 621-06567 4.800 kGAL | 11.50000 55.20| 10.00000 48.00| 100.00000 480.00ഀ
WATER | | |ഀ
0050 621-06574 468.000 SYS | 6.00000 2808.00| 3.54000 1656.72| 6.00000 2808.00ഀ
SODDING | | |ഀ
0051 621-06575 722.000 SYS | 6.00000 4332.00| 3.54000 2555.88| 7.00000 5054.00ഀ
SODDING, NURSERY | | |ഀ
0052 622-05640 33.000 EACH | 145.00000 4785.00| 129.00000 4257.00| 75.00000 2475.00ഀ
PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | |ഀ
IN. | | |ഀ
0053 622-05648 9.000 EACH | 254.00000 2286.00| 226.00000 2034.00| 200.00000 1800.00ഀ
PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | |ഀ
25 IN. OR UNDER | | |ഀ
0054 622-05650 12.000 EACH | 361.00000 4332.00| 323.00000 3876.00| 300.00000 3600.00ഀ
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |ഀ
OVER 2 TO 2.5 IN. | | |ഀ
0055 622-52436 4.000 EACH | 57.50000 230.00| 51.00000 204.00| 100.00000 400.00ഀ
SIGN, DO NOT MOW OR SPRAY | | |ഀ
0056 622-91786 170.000 EACH | 10.00000 1700.00| 8.73000 1484.10| 10.00000 1700.00ഀ
SEEDLING | | |ഀ
0057 622-98200 4.000 EACH | 58.00000 232.00| 51.00000 204.00| 100.00000 400.00ഀ
SIGN, DO NOT DISTURB | | |ഀ
0058 628-09403 12.000 MOS | 1800.00000 21600.00| 2500.00000 30000.00| 1200.00000 14400.00ഀ
FIELD OFFICE, C | | |ഀ
0059 628-09407 12.000 MOS | 500.00000 6000.00| 350.00000 4200.00| 100.00000 1200.00ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , 1 EACH | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 161 -9ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 161 CONTRACT ID : R -29124-A COUNTIES : FRANKLINഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1549010 |( 5 ) 35-1618530 |( 6 ) 35-1636776ഀ
|MCALISTER EXCAVATING CO INC |AMERICAN CONTRACTING & SERVI |LINKEL COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0060 714-06172 60.000 LFT | 936.00000 56160.00| 2000.00000 120000.00| 1700.00000 102000.00ഀ
CULVERT, PRECAST, REINFORCED CONCRETE | | |ഀ
BOX, 14' X 4' | | |ഀ
0061 714-08514 442.000 SFT | 135.00000 59670.00| 150.00000 66300.00| 100.00000 44200.00ഀ
WINGWALL | | |ഀ
0062 715-05169 180.000 LFT | 25.00000 4500.00| 50.00000 9000.00| 55.00000 9900.00ഀ
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |ഀ
0063 715-46005 6.000 EACH | 250.00000 1500.00| 600.00000 3600.00| 400.00000 2400.00ഀ
PIPE END SECTION, 15 IN. | | |ഀ
0064 801-03290 3.000 EACH | 185.00000 555.00| 165.00000 495.00| 400.00000 1200.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0065 801-04308 8.000 EACH | 386.50000 3092.00| 345.00000 2760.00| 135.00000 1080.00ഀ
ROAD CLOSURE SIGN ASSEMBLY | | |ഀ
0066 801-06625 49.000 EACH | 100.00000 4900.00| 89.00000 4361.00| 100.00000 4900.00ഀ
DETOUR ROUTE MARKER ASSEMBLY | | |ഀ
0067 801-06640 16.000 EACH | 162.00000 2592.00| 145.00000 2320.00| 200.00000 3200.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0068 801-06645 8.000 EACH | 51.00000 408.00| 45.00000 360.00| 80.00000 640.00ഀ
CONSTRUCTION SIGN, B | | |ഀ
0069 801-06775 LUMP | 15000.00000 15000.00| 2000.00000 2000.00| 25000.00000 25000.00ഀ
MAINTAINING TRAFFIC | | |ഀ
0070 801-07118 96.000 LFT | 10.00000 960.00| 9.00000 864.00| 18.00000 1728.00ഀ
BARRICADE, III-A | | |ഀ
0071 801-07119 96.000 LFT | 13.25000 1272.00| 12.00000 1152.00| 20.00000 1920.00ഀ
BARRICADE, III-B | | |ഀ
0072 802-05701 44.000 LFT | 16.00000 704.00| 14.00000 616.00| 15.00000 660.00ഀ
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |ഀ
BASE | | |ഀ
0073 808-06713 1866.000 LFT | 0.52000 970.32| 0.45000 839.70| 2.00000 3732.00ഀ
LINE, PAINT, SOLID, WHITE, 4 IN. | | |ഀ
0074 808-75245 1866.000 LFT | 1.08000 2015.28| 0.95000 1772.70| 3.00000 5598.00ഀ
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |ഀ
IN. | | |ഀ
0075 808-75996 24.000 EACH | 20.00000 480.00| 20.00000 480.00| 60.00000 1440.00ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |ഀ
REMOVE | | |ഀ
0076 808-75998 24.000 EACH | 99.00000 2376.00| 89.00000 2136.00| 70.00000 1680.00ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |ഀ
SECTION TOTALS | $ 683,171.57| $ 759,599.71| $ 768,881.00ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 683,171.57| $ 759,599.71| $ 768,881.00ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 191 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 191 CONTRACT ID : R -30043-A COUNTIES : BARTHOLOMEWഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
DESCRIPTION : CULVERT REPAIR COMPLETION DATE : 11/14/09ഀ
LOCATION : ON SR 46, 6.33 MILES WEST OF I-65 PROJECT(S) : 0710678ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-1817574 YARDBERRY LANDSCAPE $ 81,196.00 100.0000%ഀ
2 35-1357381 DAVE OMARA CONTRACTOR INC $ 106,202.50 130.7977%ഀ
3 35-1673827 H E HENDERSON INC $ 107,774.33 132.7335%ഀ
4 35-1057871 SMOCK FANSLER CORPORATION $ 123,767.00 152.4299%ഀ
5 35-2103617 BRYANS HAULING & EXCAVATING $ 130,907.50 161.2241%ഀ
6 35-1381845 GEORGE R HARVEY & SON INC $ 144,140.00 177.5211%ഀ
7 90-0177865 HIS CONSTRUCTORS LLC $ 151,868.25 187.0391%ഀ
8 35-1636776 LINKEL COMPANY $ 188,553.00 232.2196%ഀ
9 35-1618530 AMERICAN CONTRACTING & SERVICES $ 260,227.36 320.4928%ഀ
20-0752273 DOUBLE W CONSTRUCTION IRREGULARഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 191 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 191 CONTRACT ID : R -30043-A COUNTIES : BARTHOLOMEWഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-1817574 |( 2 ) 35-1357381 |( 3 ) 35-1673827ഀ
|YARDBERRY LANDSCAPE |DAVE OMARA CONTRACTOR INC |H E HENDERSON INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 CULVERT REPAIRഀ
| | |ഀ
0001 105-06845 LUMP | 2000.00000 2000.00| 3000.00000 3000.00| 2156.40000 2156.40ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0006 110-01001 LUMP | 3800.00000 3800.00| 5000.00000 5000.00| 10010.00000 10010.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0007 201-52370 LUMP | 3500.00000 3500.00| 20000.00000 20000.00| 6967.20000 6967.20ഀ
CLEARING RIGHT OF WAY | | |ഀ
0008 201-90788 LUMP | 3500.00000 3500.00| 3000.00000 3000.00| 8551.60000 8551.60ഀ
DEBRIS, REMOVE | | |ഀ
0009 203-02000 100.000 CYS | 25.00000 2500.00| 50.00000 5000.00| 41.22000 4122.00ഀ
EXCAVATION, COMMON | | |ഀ
0010 203-51223 37.000 CYS | 50.00000 1850.00| 55.00000 2035.00| 61.10000 2260.70ഀ
EXCAVATION, WATERWAY | | |ഀ
0011 211-09265 35.000 CYS | 45.00000 1575.00| 41.00000 1435.00| 143.97000 5038.95ഀ
STRUCTURE BACKFILL, TYPE 2 | | |ഀ
0012 213-09269 17.000 CYS | 150.00000 2550.00| 100.00000 1700.00| 204.15000 3470.55ഀ
FLOWABLE BACKFILL, NON-REMOVABLE | | |ഀ
0013 616-02320 635.000 SYS | 4.00000 2540.00| 2.50000 1587.50| 3.21000 2038.35ഀ
GEOTEXTILES | | |ഀ
0014 616-05689 318.000 TON | 45.00000 14310.00| 68.00000 21624.00| 37.65000 11972.70ഀ
RIPRAP, CLASS 2 | | |ഀ
0015 628-09408 3.000 MOS | 500.00000 1500.00| 110.00000 330.00| 588.50000 1765.50ഀ
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |ഀ
0016 628-09409 3.000 MOS | 150.00000 450.00| 90.00000 270.00| 160.50000 481.50ഀ
MOBILE INTERNET SERVICE , 1 EACH | | |ഀ
0017 702-03607 2.000 EACH | 700.00000 1400.00| 350.00000 700.00| 492.80000 985.60ഀ
CORED HOLE IN CONCRETE | | |ഀ
0018 702-09586 24.000 CYS | 450.00000 10800.00| 440.00000 10560.00| 479.22000 11501.28ഀ
CONCRETE, BURLAP SACKED | | |ഀ
0019 702-51015 26.000 CYS | 650.00000 16900.00| 440.00000 11440.00| 549.35000 14283.10ഀ
CONCRETE, B, FOOTINGS | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 191 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 191 CONTRACT ID : R -30043-A COUNTIES : BARTHOLOMEWഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1817574 |( 2 ) 35-1357381 |( 3 ) 35-1673827ഀ
|YARDBERRY LANDSCAPE |DAVE OMARA CONTRACTOR INC |H E HENDERSON INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0020 702-51863 10.000 EACH | 100.00000 1000.00| 32.00000 320.00| 127.07000 1270.70ഀ
FIELD DRILLED HOLE IN CONCRETE | | |ഀ
0021 703-06029 267.000 LBS | 8.00000 2136.00| 3.00000 801.00| 3.12000 833.04ഀ
REINFORCING BARS, EPOXY COATED , Dowel | | |ഀ
Bars | | |ഀ
0022 715-05123 2.000 LFT | 150.00000 300.00| 200.00000 400.00| 174.90000 349.80ഀ
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |ഀ
0023 715-05203 20.000 LFT | 15.00000 300.00| 8.00000 160.00| 10.53000 210.60ഀ
PIPE, TYPE 4, CIRCULAR, 4 IN. , Non - | | |ഀ
Perforated | | |ഀ
0024 715-05203 92.000 LFT | 15.00000 1380.00| 8.00000 736.00| 7.43000 683.56ഀ
PIPE, TYPE 4, CIRCULAR, 4 IN. , | | |ഀ
Perforated | | |ഀ
0025 715-97040 16.000 LFT | 60.00000 960.00| 50.00000 800.00| 67.45000 1079.20ഀ
PIPE, RELAID, 24 IN. | | |ഀ
0026 801-03290 2.000 EACH | 302.50000 605.00| 500.00000 1000.00| 420.00000 840.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0027 801-06640 4.000 EACH | 209.00000 836.00| 325.00000 1300.00| 315.00000 1260.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0028 801-06775 LUMP | 4500.00000 4500.00| 13000.00000 13000.00| 15638.00000 15638.00ഀ
MAINTAINING TRAFFIC | | |ഀ
SECTION TOTALS | $ 81,196.00| $ 106,202.50| $ 107,774.33ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 81,196.00| $ 106,202.50| $ 107,774.33ഀ
====================================================================================================================================ഀ
ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 191 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 191 CONTRACT ID : R -30043-A COUNTIES : BARTHOLOMEWഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1057871 |( 5 ) 35-2103617 |( 6 ) 35-1381845ഀ
|SMOCK FANSLER CORPORATION |BRYANS HAULING & EXCAVATING |GEORGE R HARVEY & SON INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 CULVERT REPAIRഀ
| | |ഀ
0001 105-06845 LUMP | 4000.00000 4000.00| 5000.00000 5000.00| 4500.00000 4500.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0006 110-01001 LUMP | 5722.00000 5722.00| 25000.00000 25000.00| 10000.00000 10000.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0007 201-52370 LUMP | 22800.00000 22800.00| 25000.00000 25000.00| 15000.00000 15000.00ഀ
CLEARING RIGHT OF WAY | | |ഀ
0008 201-90788 LUMP | 3360.00000 3360.00| 25000.00000 25000.00| 10000.00000 10000.00ഀ
DEBRIS, REMOVE | | |ഀ
0009 203-02000 100.000 CYS | 50.00000 5000.00| 40.00000 4000.00| 90.00000 9000.00ഀ
EXCAVATION, COMMON | | |ഀ
0010 203-51223 37.000 CYS | 100.00000 3700.00| 40.00000 1480.00| 90.00000 3330.00ഀ
EXCAVATION, WATERWAY | | |ഀ
0011 211-09265 35.000 CYS | 150.00000 5250.00| 15.00000 525.00| 60.00000 2100.00ഀ
STRUCTURE BACKFILL, TYPE 2 | | |ഀ
0012 213-09269 17.000 CYS | 150.00000 2550.00| 100.00000 1700.00| 150.00000 2550.00ഀ
FLOWABLE BACKFILL, NON-REMOVABLE | | |ഀ
0013 616-02320 635.000 SYS | 2.00000 1270.00| 2.00000 1270.00| 3.00000 1905.00ഀ
GEOTEXTILES | | |ഀ
0014 616-05689 318.000 TON | 50.00000 15900.00| 10.00000 3180.00| 50.00000 15900.00ഀ
RIPRAP, CLASS 2 | | |ഀ
0015 628-09408 3.000 MOS | 680.00000 2040.00| 300.00000 900.00| 300.00000 900.00ഀ
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |ഀ
0016 628-09409 3.000 MOS | 100.00000 300.00| 100.00000 300.00| 400.00000 1200.00ഀ
MOBILE INTERNET SERVICE , 1 EACH | | |ഀ
0017 702-03607 2.000 EACH | 150.00000 300.00| 200.00000 400.00| 500.00000 1000.00ഀ
CORED HOLE IN CONCRETE | | |ഀ
0018 702-09586 24.000 CYS | 1350.00000 32400.00| 400.00000 9600.00| 1500.00000 36000.00ഀ
CONCRETE, BURLAP SACKED | | |ഀ
0019 702-51015 26.000 CYS | 300.00000 7800.00| 400.00000 10400.00| 785.00000 20410.00ഀ
CONCRETE, B, FOOTINGS | | |ഀ
0020 702-51863 10.000 EACH | 15.00000 150.00| 250.00000 2500.00| 50.00000 500.00ഀ
FIELD DRILLED HOLE IN CONCRETE | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 191 -5ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 191 CONTRACT ID : R -30043-A COUNTIES : BARTHOLOMEWഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1057871 |( 5 ) 35-2103617 |( 6 ) 35-1381845ഀ
|SMOCK FANSLER CORPORATION |BRYANS HAULING & EXCAVATING |GEORGE R HARVEY & SON INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0021 703-06029 267.000 LBS | 3.00000 801.00| 1.50000 400.50| 3.00000 801.00ഀ
REINFORCING BARS, EPOXY COATED , Dowel | | |ഀ
Bars | | |ഀ
0022 715-05123 2.000 LFT | 750.00000 1500.00| 250.00000 500.00| 200.00000 400.00ഀ
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |ഀ
0023 715-05203 20.000 LFT | 10.00000 200.00| 4.00000 80.00| 10.00000 200.00ഀ
PIPE, TYPE 4, CIRCULAR, 4 IN. , Non - | | |ഀ
Perforated | | |ഀ
0024 715-05203 92.000 LFT | 10.00000 920.00| 4.00000 368.00| 10.00000 920.00ഀ
PIPE, TYPE 4, CIRCULAR, 4 IN. , | | |ഀ
Perforated | | |ഀ
0025 715-97040 16.000 LFT | 150.00000 2400.00| 100.00000 1600.00| 50.00000 800.00ഀ
PIPE, RELAID, 24 IN. | | |ഀ
0026 801-03290 2.000 EACH | 400.00000 800.00| 250.00000 500.00| 360.00000 720.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0027 801-06640 4.000 EACH | 400.00000 1600.00| 300.00000 1200.00| 250.00000 1000.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0028 801-06775 LUMP | 3000.00000 3000.00| 10000.00000 10000.00| 5000.00000 5000.00ഀ
MAINTAINING TRAFFIC | | |ഀ
SECTION TOTALS | $ 123,767.00| $ 130,907.50| $ 144,140.00ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 123,767.00| $ 130,907.50| $ 144,140.00ഀ
====================================================================================================================================ഀ
ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 191 -6ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 191 CONTRACT ID : R -30043-A COUNTIES : BARTHOLOMEWഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 7 ) 90-0177865 |( 8 ) 35-1636776 |( 9 ) 35-1618530ഀ
|HIS CONSTRUCTORS LLC |LINKEL COMPANY |AMERICAN CONTRACTING & SERVICഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 CULVERT REPAIRഀ
| | |ഀ
0001 105-06845 LUMP | 2000.00000 2000.00| 30000.00000 30000.00| 4000.00000 4000.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0006 110-01001 LUMP | 7500.00000 7500.00| 30000.00000 30000.00| 13011.36000 13011.36ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0007 201-52370 LUMP | 19500.00000 19500.00| 40000.00000 40000.00| 21000.00000 21000.00ഀ
CLEARING RIGHT OF WAY | | |ഀ
0008 201-90788 LUMP | 3000.00000 3000.00| 25000.00000 25000.00| 2500.00000 2500.00ഀ
DEBRIS, REMOVE | | |ഀ
0009 203-02000 100.000 CYS | 35.00000 3500.00| 20.00000 2000.00| 75.00000 7500.00ഀ
EXCAVATION, COMMON | | |ഀ
0010 203-51223 37.000 CYS | 45.00000 1665.00| 30.00000 1110.00| 125.00000 4625.00ഀ
EXCAVATION, WATERWAY | | |ഀ
0011 211-09265 35.000 CYS | 60.00000 2100.00| 32.00000 1120.00| 350.00000 12250.00ഀ
STRUCTURE BACKFILL, TYPE 2 | | |ഀ
0012 213-09269 17.000 CYS | 350.00000 5950.00| 100.00000 1700.00| 275.00000 4675.00ഀ
FLOWABLE BACKFILL, NON-REMOVABLE | | |ഀ
0013 616-02320 635.000 SYS | 3.00000 1905.00| 3.00000 1905.00| 6.00000 3810.00ഀ
GEOTEXTILES | | |ഀ
0014 616-05689 318.000 TON | 54.00000 17172.00| 50.00000 15900.00| 60.00000 19080.00ഀ
RIPRAP, CLASS 2 | | |ഀ
0015 628-09408 3.000 MOS | 350.00000 1050.00| 400.00000 1200.00| 400.00000 1200.00ഀ
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |ഀ
0016 628-09409 3.000 MOS | 175.00000 525.00| 150.00000 450.00| 150.00000 450.00ഀ
MOBILE INTERNET SERVICE , 1 EACH | | |ഀ
0017 702-03607 2.000 EACH | 300.00000 600.00| 400.00000 800.00| 1000.00000 2000.00ഀ
CORED HOLE IN CONCRETE | | |ഀ
0018 702-09586 24.000 CYS | 950.00000 22800.00| 100.00000 2400.00| 4000.00000 96000.00ഀ
CONCRETE, BURLAP SACKED | | |ഀ
0019 702-51015 26.000 CYS | 500.00000 13000.00| 200.00000 5200.00| 1200.00000 31200.00ഀ
CONCRETE, B, FOOTINGS | | |ഀ
0020 702-51863 10.000 EACH | 45.00000 450.00| 100.00000 1000.00| 70.00000 700.00ഀ
FIELD DRILLED HOLE IN CONCRETE | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 191 -7ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 191 CONTRACT ID : R -30043-A COUNTIES : BARTHOLOMEWഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 7 ) 90-0177865 |( 8 ) 35-1636776 |( 9 ) 35-1618530ഀ
|HIS CONSTRUCTORS LLC |LINKEL COMPANY |AMERICAN CONTRACTING & SERVICഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0021 703-06029 267.000 LBS | 0.75000 200.25| 2.00000 534.00| 6.00000 1602.00ഀ
REINFORCING BARS, EPOXY COATED , Dowel | | |ഀ
Bars | | |ഀ
0022 715-05123 2.000 LFT | 550.00000 1100.00| 75.00000 150.00| 900.00000 1800.00ഀ
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |ഀ
0023 715-05203 20.000 LFT | 13.50000 270.00| 15.00000 300.00| 60.00000 1200.00ഀ
PIPE, TYPE 4, CIRCULAR, 4 IN. , Non - | | |ഀ
Perforated | | |ഀ
0024 715-05203 92.000 LFT | 13.50000 1242.00| 15.00000 1380.00| 60.00000 5520.00ഀ
PIPE, TYPE 4, CIRCULAR, 4 IN. , | | |ഀ
Perforated | | |ഀ
0025 715-97040 16.000 LFT | 85.00000 1360.00| 100.00000 1600.00| 500.00000 8000.00ഀ
PIPE, RELAID, 24 IN. | | |ഀ
0026 801-03290 2.000 EACH | 285.00000 570.00| 300.00000 600.00| 200.00000 400.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0027 801-06640 4.000 EACH | 195.00000 780.00| 300.00000 1200.00| 175.00000 700.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0028 801-06775 LUMP | 43625.00000 43625.00| 23000.00000 23000.00| 17000.00000 17000.00ഀ
MAINTAINING TRAFFIC | | |ഀ
SECTION TOTALS | $ 151,868.25| $ 188,553.00| $ 260,227.36ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 151,868.25| $ 188,553.00| $ 260,227.36ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
DESCRIPTION : PAVEMENT RECONSTRUCTION COMPLETION DATE : 10/28/11ഀ
LOCATION : ON SR 3 FROM 0.27 MILE SOUTH OF SR 44 TO 1.34 MILES PROJECT(S) : 0013750ഀ
NORTH OF SR 44 0300271ഀ
0800721ഀ
OTHERSഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 6,001,069.55 100.0000%ഀ
2 35-0918397 RIETH RILEY CONSTRUCTION $ 6,147,800.00 102.4451%ഀ
3 35-1357381 DAVE OMARA CONTRACTOR INC $ 6,258,864.00 104.2958%ഀ
4 35-1875662 CRIDER & CRIDER INC $ 6,563,916.62 109.3791%ഀ
5 35-1128289 BEATY CONSTRUCTION INC $ 6,702,204.64 111.6835%ഀ
6 35-1461789 POINDEXTER EXCAVATING $ 6,733,307.87 112.2018%ഀ
7 35-1698047 GRADEX INC $ 6,794,498.38 113.2215%ഀ
8 35-1917625 MILESTONE CONTRACTORS LP $ 7,407,914.00 123.4432%ഀ
9 31-0578656 JOHN R JURGENSEN COMPANY $ 7,994,264.92 133.2140%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 31-1323837 |( 2 ) 35-0918397 |( 3 ) 35-1357381ഀ
|SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |DAVE OMARA CONTRACTOR INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 MEDIAN CONSTRUCTIONഀ
| | |ഀ
0001 105-06845 LUMP | 38105.57000 38105.57| 49300.00000 49300.00| 49000.00000 49000.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 105-06899 4.000 EACH | 55.71000 222.84| 100.00000 400.00| 150.00000 600.00ഀ
RADIO | | |ഀ
0003 105-08520 4.000 EACH | 122.56000 490.24| 100.00000 400.00| 250.00000 1000.00ഀ
CELLULAR TELEPHONE/RADIO | | |ഀ
0004 105-08521 144.000 MOS | 122.56000 17648.64| 100.00000 14400.00| 70.00000 10080.00ഀ
CELLULAR TELEPHONE/RADIO SERVICE | | |ഀ
0005 105-08523 144.000 MOS | 27.85000 4010.40| 100.00000 14400.00| 35.00000 5040.00ഀ
RADIO SERVICE | | |ഀ
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |ഀ
MINUTES | | |ഀ
0007 108-01614 LUMP | 15821.62000 15821.62| 14200.00000 14200.00| 19200.00000 19200.00ഀ
PARTNERING OVERHEAD | | |ഀ
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, HMA | | |ഀ
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PROJECT ESTIMATE ADJUSTMENT | | |ഀ
0014 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0015 110-01001 LUMP | 46257.45000 46257.45| 275196.14000 275196.14| 312943.00000 312943.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0016 201-52370 LUMP | 55752.49000 55752.49| 115000.00000 115000.00| 62588.00000 62588.00ഀ
CLEARING RIGHT OF WAY | | |ഀ
0017 202-01000 LUMP | 2439.49000 2439.49| 5000.00000 5000.00| 2500.00000 2500.00ഀ
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |ഀ
PARCEL 1 | | |ഀ
0018 202-01000 LUMP | 3252.64000 3252.64| 5000.00000 5000.00| 5000.00000 5000.00ഀ
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |ഀ
PARCEL 144 | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 31-1323837 |( 2 ) 35-0918397 |( 3 ) 35-1357381ഀ
|SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |DAVE OMARA CONTRACTOR INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0019 202-01000 LUMP | 813.64000 813.64| 5000.00000 5000.00| 75.00000 75.00ഀ
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |ഀ
PARCEL 145 | | |ഀ
0020 202-01000 LUMP | 1220.46000 1220.46| 5000.00000 5000.00| 250.00000 250.00ഀ
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |ഀ
PARCEL 35 | | |ഀ
0021 202-02240 16470.000 SYS | 5.29000 87126.30| 9.80000 161406.00| 8.00000 131760.00ഀ
PAVEMENT REMOVAL | | |ഀ
0022 202-04089 7.000 EACH | 74.46000 521.22| 15.00000 105.00| 30.00000 210.00ഀ
SIGN, SHEET, REMOVE | | |ഀ
0023 202-74050 25.000 EACH | 99.51000 2487.75| 40.00000 1000.00| 45.00000 1125.00ഀ
SIGN, OVERHEAD, REMOVE | | |ഀ
0024 202-74080 1.000 EACH | 849.58000 849.58| 1925.00000 1925.00| 2750.00000 2750.00ഀ
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |ഀ
REMOVE | | |ഀ
0025 203-02000 14072.000 CYS | 11.68000 164360.96| 11.63000 163657.36| 15.00000 211080.00ഀ
EXCAVATION, COMMON | | |ഀ
0026 205-06933 6.000 EACH | 178.27000 1069.62| 90.00000 540.00| 160.00000 960.00ഀ
TEMPORARY DITCH INLET PROTECTION | | |ഀ
0027 205-06937 320.000 LFT | 3.90000 1248.00| 3.29000 1052.80| 3.50000 1120.00ഀ
TEMPORARY SILT FENCE | | |ഀ
0028 207-08263 44283.000 SYS | 4.46000 197502.18| 4.70000 208130.10| 8.58000 379948.14ഀ
SUBGRADE TREATMENT, TYPE IA | | |ഀ
0029 207-08267 5356.000 SYS | 7.68000 41134.08| 14.35000 76858.60| 9.00000 48204.00ഀ
SUBGRADE TREATMENT, TYPE IIIA | | |ഀ
0030 210-07739 23.000 EACH | 504.07000 11593.61| 250.00000 5750.00| 550.00000 12650.00ഀ
TEMPORARY , BLOWOFF ASSEMBLY | | |ഀ
0031 211-09264 7632.000 CYS | 14.48000 110511.36| 12.20000 93110.40| 22.00000 167904.00ഀ
STRUCTURE BACKFILL, TYPE 1 | | |ഀ
0032 213-09269 80.000 CYS | 275.73000 22058.40| 49.75000 3980.00| 100.00000 8000.00ഀ
FLOWABLE BACKFILL, NON-REMOVABLE | | |ഀ
0033 301-07448 131.000 TON | 19.88000 2604.28| 64.60000 8462.60| 15.00000 1965.00ഀ
COMPACTED AGGREGATE, NO. 53, BASE | | |ഀ
0034 303-01180 32.000 TON | 9.01000 288.32| 8.00000 256.00| 15.00000 480.00ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
0035 303-93506 35.000 CYS | 13.27000 464.45| 17.00000 595.00| 30.00000 1050.00ഀ
AGGREGATE, 2 | | |ഀ
0036 303-94433 29.000 CYS | 26.74000 775.46| 23.50000 681.50| 38.00000 1102.00ഀ
AGGREGATE, 12 | | |ഀ
0037 304-07489 231.000 TON | 146.19000 33769.89| 151.00000 34881.00| 125.00000 28875.00ഀ
HMA PATCHING, TYPE A | | |ഀ
0038 306-08034 7876.000 SYS | 1.97000 15515.72| 1.48000 11656.48| 1.00000 7876.00ഀ
MILLING, ASPHALT, 1 1/2 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 31-1323837 |( 2 ) 35-0918397 |( 3 ) 35-1357381ഀ
|SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |DAVE OMARA CONTRACTOR INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0039 401-07334 3264.000 TON | 77.99000 254559.36| 76.00000 248064.00| 67.00000 218688.00ഀ
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |ഀ
0040 401-07403 4357.000 TON | 62.40000 271876.80| 64.00000 278848.00| 53.00000 230921.00ഀ
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |ഀ
0041 401-07424 13448.000 TON | 52.65000 708037.20| 53.00000 712744.00| 44.00000 591712.00ഀ
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |ഀ
0042 401-08333 5867.000 TON | 58.50000 343219.50| 57.00000 334419.00| 47.00000 275749.00ഀ
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |ഀ
mm | | |ഀ
0043 406-05520 41.000 TON | 612.81000 25125.21| 552.00000 22632.00| 500.00000 20500.00ഀ
ASPHALT FOR TACK COAT | | |ഀ
0044 601-01522 2.000 EACH | 2290.79000 4581.58| 1960.00000 3920.00| 1900.00000 3800.00ഀ
GUARDRAIL TRANSITION TYPE TGB | | |ഀ
0045 601-01704 1.000 EACH | 2050.13000 2050.13| 2545.00000 2545.00| 890.00000 890.00ഀ
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |ഀ
CURVED, MODIFIED | | |ഀ
0046 601-01846 1.000 EACH | 1838.43000 1838.43| 2545.00000 2545.00| 1650.00000 1650.00ഀ
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |ഀ
CURVED, 3 | | |ഀ
0047 601-99105 25.000 LFT | 17.83000 445.75| 30.00000 750.00| 16.00000 400.00ഀ
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |ഀ
0048 604-07896 15.000 SYS | 102.51000 1537.65| 85.50000 1282.50| 180.00000 2700.00ഀ
CURB RAMP, CONCRETE, B | | |ഀ
0049 604-07897 16.000 SYS | 102.51000 1640.16| 85.50000 1368.00| 180.00000 2880.00ഀ
CURB RAMP, CONCRETE, C | | |ഀ
0050 604-07901 753.000 SYS | 104.73000 78861.69| 87.00000 65511.00| 180.00000 135540.00ഀ
CURB RAMP, CONCRETE, G | | |ഀ
0051 604-07902 69.000 SYS | 101.39000 6995.91| 84.25000 5813.25| 180.00000 12420.00ഀ
CURB RAMP, CONCRETE, H | | |ഀ
0052 604-44251 67.300 CYS | 1058.49000 71236.38| 890.00000 59897.00| 1120.00000 75376.00ഀ
STEPS, CONCRETE | | |ഀ
0053 604-91531 6556.000 SYS | 33.74000 221199.44| 28.00000 183568.00| 29.00000 190124.00ഀ
SIDEWALK, CONCRETE, 4 IN. | | |ഀ
0054 605-06120 2692.000 LFT | 29.24000 78714.08| 22.30000 60031.60| 18.00000 48456.00ഀ
CURB, CONCRETE | | |ഀ
0055 605-06140 11072.000 LFT | 16.49000 182577.28| 11.40000 126220.80| 14.00000 155008.00ഀ
CURB AND GUTTER, CONCRETE | | |ഀ
0056 610-07486 318.000 TON | 100.28000 31889.04| 180.00000 57240.00| 85.00000 27030.00ഀ
HMA FOR APPROACHES, TYPE A | | |ഀ
0057 610-07487 3258.000 TON | 72.42000 235944.36| 77.25000 251680.50| 58.00000 188964.00ഀ
HMA FOR APPROACHES, TYPE B | | |ഀ
0058 610-08446 663.000 SYS | 51.25000 33978.75| 42.50000 28177.50| 49.00000 32487.00ഀ
PCCP FOR APPROACHES, 6 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -5ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 31-1323837 |( 2 ) 35-0918397 |( 3 ) 35-1357381ഀ
|SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |DAVE OMARA CONTRACTOR INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0059 610-09108 4031.000 SYS | 51.25000 206588.75| 51.25000 206588.75| 54.00000 217674.00ഀ
PCCP FOR APPROACHES, 9 IN. | | |ഀ
0060 615-06490 40.000 EACH | 178.27000 7130.80| 173.00000 6920.00| 125.00000 5000.00ഀ
RIGHT OF WAY MARKER | | |ഀ
0061 615-06505 14.000 EACH | 584.95000 8189.30| 674.00000 9436.00| 675.00000 9450.00ഀ
MONUMENT, B | | |ഀ
0062 615-06527 3.000 EACH | 473.53000 1420.59| 594.00000 1782.00| 495.00000 1485.00ഀ
MONUMENT, SECTION CORNER | | |ഀ
0063 616-02320 435.000 SYS | 1.95000 848.25| 1.75000 761.25| 2.00000 870.00ഀ
GEOTEXTILES | | |ഀ
0064 616-06405 327.000 TON | 27.80000 9090.60| 12.00000 3924.00| 25.00000 8175.00ഀ
RIPRAP, REVETMENT | | |ഀ
0065 621-06567 67.000 kGAL | 3.34000 223.78| 1.00000 67.00| 3.00000 201.00ഀ
WATER | | |ഀ
0066 621-06575 16531.000 SYS | 2.81000 46452.11| 5.00000 82655.00| 3.50000 57858.50ഀ
SODDING, NURSERY | | |ഀ
0067 622-05651 238.000 EACH | 388.86000 92548.68| 315.00000 74970.00| 365.00000 86870.00ഀ
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |ഀ
OVER 2.5 TO 3.5 IN. | | |ഀ
0068 628-09403 36.000 MOS | 1225.62000 44122.32| 2050.00000 73800.00| 1800.00000 64800.00ഀ
FIELD OFFICE, C | | |ഀ
0069 628-09407 72.000 MOS | 85.11000 6127.92| 245.00000 17640.00| 75.00000 5400.00ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , 2 EACH | | |ഀ
0070 703-06029 775.000 LBS | 4.53000 3510.75| 1.00000 775.00| 2.00000 1550.00ഀ
REINFORCING BARS, EPOXY COATED | | |ഀ
0071 706-01268 298.000 LFT | 137.60000 41004.80| 102.50000 30545.00| 125.00000 37250.00ഀ
HANDRAIL, ALUMINUM | | |ഀ
0072 714-07892 47.000 LFT | 822.78000 38670.66| 465.00000 21855.00| 475.00000 22325.00ഀ
CULVERT, PRECAST, REINFORCED CONCRETE | | |ഀ
BOX, 9' X 3' | | |ഀ
0073 714-44240 10.000 CYS | 1491.77000 14917.70| 990.00000 9900.00| 650.00000 6500.00ഀ
CONCRETE, A, STRUCTURES | | |ഀ
0074 715-02907 2465.000 LFT | 34.90000 86028.50| 26.50000 65322.50| 39.00000 96135.00ഀ
WATER LINE, 6 IN. , C900 PVC W/GRANULAR | | |ഀ
BACKFILL | | |ഀ
0075 715-05024 1519.000 LFT | 64.12000 97398.28| 60.00000 91140.00| 59.00000 89621.00ഀ
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |ഀ
0076 715-05048 14373.000 LFT | 4.79000 68846.67| 3.30000 47430.90| 3.00000 43119.00ഀ
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |ഀ
0077 715-05146 19.000 LFT | 12.43000 236.17| 26.00000 494.00| 49.00000 931.00ഀ
PIPE, TYPE 2, CIRCULAR, 6 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -6ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 31-1323837 |( 2 ) 35-0918397 |( 3 ) 35-1357381ഀ
|SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |DAVE OMARA CONTRACTOR INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0078 715-05147 8.000 LFT | 15.70000 125.60| 60.00000 480.00| 63.00000 504.00ഀ
PIPE, TYPE 2, CIRCULAR, 8 IN. | | |ഀ
0079 715-05149 2054.000 LFT | 22.16000 45516.64| 28.00000 57512.00| 38.00000 78052.00ഀ
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |ഀ
0080 715-05151 1811.000 LFT | 22.18000 40167.98| 29.50000 53424.50| 24.00000 43464.00ഀ
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |ഀ
0081 715-05152 1202.000 LFT | 24.79000 29797.58| 30.50000 36661.00| 30.00000 36060.00ഀ
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |ഀ
0082 715-05153 1225.000 LFT | 40.88000 50078.00| 32.00000 39200.00| 36.00000 44100.00ഀ
PIPE, TYPE 2, CIRCULAR, 21 IN. | | |ഀ
0083 715-05154 485.000 LFT | 38.20000 18527.00| 33.50000 16247.50| 36.00000 17460.00ഀ
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |ഀ
0084 715-05156 1428.000 LFT | 55.10000 78682.80| 39.50000 56406.00| 43.00000 61404.00ഀ
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |ഀ
0085 715-07073 382.000 LFT | 58.60000 22385.20| 47.50000 18145.00| 92.00000 35144.00ഀ
WATER LINE , 10" C900 PVC W/GRANULAR | | |ഀ
BACKFILL | | |ഀ
0086 715-07073 900.000 LFT | 54.31000 48879.00| 36.50000 32850.00| 64.00000 57600.00ഀ
WATER LINE , 12" C900 PVC W/GRANULAR | | |ഀ
BACKFILL | | |ഀ
0087 715-07073 560.000 LFT | 22.98000 12868.80| 18.50000 10360.00| 42.00000 23520.00ഀ
WATER LINE , 4", C900 PVC WITH GRANULAR | | |ഀ
BACKFILL | | |ഀ
0088 715-07073 3618.000 LFT | 30.30000 109625.40| 25.00000 90450.00| 45.00000 162810.00ഀ
WATER LINE , 8" C900 PVC W/GRANULAR | | |ഀ
BACKFILL | | |ഀ
0089 715-08305 660.000 TON | 160.34000 105824.40| 85.00000 56100.00| 80.00000 52800.00ഀ
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |ഀ
0090 715-09064 9777.000 LFT | 1.11000 10852.47| 1.20000 11732.40| 1.20000 11732.40ഀ
VIDEO INSPECTION FOR PIPE | | |ഀ
0091 715-46020 1.000 EACH | 918.72000 918.72| 550.00000 550.00| 495.00000 495.00ഀ
PIPE END SECTION, 24 IN. | | |ഀ
0092 715-46040 1.000 EACH | 1356.59000 1356.59| 880.00000 880.00| 995.00000 995.00ഀ
PIPE END SECTION, 36 IN. | | |ഀ
0093 715-91361 60.000 LFT | 18.17000 1090.20| 93.00000 5580.00| 175.00000 10500.00ഀ
PIPE, PVC, 6 IN. SANITARY SEWER LATERAL | | |ഀ
SDR 21 | | |ഀ
0094 715-91361 60.000 LFT | 17.22000 1033.20| 82.00000 4920.00| 175.00000 10500.00ഀ
PIPE, PVC, 6 IN. SANITARY SEWER LATERAL | | |ഀ
SDR 35 | | |ഀ
0095 715-92037 60.000 LFT | 16.64000 998.40| 87.00000 5220.00| 175.00000 10500.00ഀ
PIPE, PVC, 4 IN. SANITARY SEWER LATERAL | | |ഀ
SDR 21 | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -7ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 31-1323837 |( 2 ) 35-0918397 |( 3 ) 35-1357381ഀ
|SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |DAVE OMARA CONTRACTOR INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0096 715-92037 60.000 LFT | 16.22000 973.20| 81.00000 4860.00| 175.00000 10500.00ഀ
PIPE, PVC, 4 IN. SANITARY SEWER LATERAL | | |ഀ
SDR 35 | | |ഀ
0097 715-97873 1.000 EACH | 167.13000 167.13| 800.00000 800.00| 1300.00000 1300.00ഀ
WATER SERVICE LINE, 1" , CONNECTION, | | |ഀ
LONG WITH CURB STOP | | |ഀ
0098 715-97873 1.000 EACH | 2633.74000 2633.74| 1050.00000 1050.00| 1700.00000 1700.00ഀ
WATER SERVICE LINE, 1" , CONNECTION, | | |ഀ
LONG WITH METER PIT | | |ഀ
0099 718-06532 3000.000 LFT | 1.11000 3330.00| 0.85000 2550.00| 0.85000 2550.00ഀ
VIDEO INSPECTION FOR UNDERDRAINS | | |ഀ
0100 718-52610 1073.000 CYS | 19.14000 20537.22| 34.90000 37447.70| 32.00000 34336.00ഀ
AGGREGATE FOR UNDERDRAINS | | |ഀ
0101 718-99153 13539.000 SYS | 0.45000 6092.55| 1.70000 23016.30| 1.00000 13539.00ഀ
GEOTEXTILES FOR UNDERDRAIN | | |ഀ
0102 720-04666 4.000 EACH | 1719.82000 6879.28| 1700.00000 6800.00| 1560.00000 6240.00ഀ
CATCH BASIN , R13 | | |ഀ
0103 720-04666 1.000 EACH | 2373.86000 2373.86| 3750.00000 3750.00| 2940.00000 2940.00ഀ
CATCH BASIN , W15 | | |ഀ
0104 720-44000 16.000 EACH | 523.55000 8376.80| 200.00000 3200.00| 394.00000 6304.00ഀ
CASTING, ADJUST TO GRADE | | |ഀ
0105 720-44296 1.000 EACH | 570.64000 570.64| 150.00000 150.00| 529.00000 529.00ഀ
CAP INLET | | |ഀ
0106 720-45075 6.000 EACH | 1729.14000 10374.84| 1550.00000 9300.00| 1425.00000 8550.00ഀ
INLET, R13 | | |ഀ
0107 720-45250 3.000 EACH | 1561.40000 4684.20| 1425.00000 4275.00| 1400.00000 4200.00ഀ
CATCH BASIN, K10 | | |ഀ
0108 720-45275 6.000 EACH | 863.10000 5178.60| 1000.00000 6000.00| 795.00000 4770.00ഀ
PIPE CATCH BASIN, 24 IN. | | |ഀ
0109 720-45410 26.000 EACH | 1904.77000 49524.02| 1720.00000 44720.00| 1550.00000 40300.00ഀ
MANHOLE, C4 | | |ഀ
0110 720-45510 2.000 EACH | 1719.40000 3438.80| 1750.00000 3500.00| 1500.00000 3000.00ഀ
MANHOLE, C4, MODIFIED | | |ഀ
0111 720-93409 2.000 EACH | 1615.01000 3230.02| 1500.00000 3000.00| 1669.00000 3338.00ഀ
INLET, B15, MODIFIED | | |ഀ
0112 720-93501 1.000 EACH | 5269.89000 5269.89| 6000.00000 6000.00| 4572.00000 4572.00ഀ
MANHOLE, L4 | | |ഀ
0113 720-94602 1.000 EACH | 3915.53000 3915.53| 3100.00000 3100.00| 3117.00000 3117.00ഀ
MANHOLE, K4, DROP | | |ഀ
0114 720-94612 10.000 EACH | 3354.15000 33541.50| 2950.00000 29500.00| 2750.00000 27500.00ഀ
MANHOLE, K4 | | |ഀ
0115 720-94840 10.000 EACH | 396.61000 3966.10| 80.00000 800.00| 100.00000 1000.00ഀ
CASTING, ADJUST TO GRADE, WATER VALVE | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -8ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 31-1323837 |( 2 ) 35-0918397 |( 3 ) 35-1357381ഀ
|SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |DAVE OMARA CONTRACTOR INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0116 720-94847 1.000 EACH | 1684.55000 1684.55| 1750.00000 1750.00| 1425.00000 1425.00ഀ
INLET, R13, MODIFIED | | |ഀ
0117 720-95409 9.000 EACH | 2195.58000 19760.22| 1900.00000 17100.00| 1940.00000 17460.00ഀ
MANHOLE, J4, MODIFIED | | |ഀ
0118 720-96422 1.000 EACH | 993.45000 993.45| 1900.00000 1900.00| 1169.00000 1169.00ഀ
INLET, A, MODIFIED | | |ഀ
0119 720-96999 1.000 EACH | 2432.80000 2432.80| 3150.00000 3150.00| 3173.00000 3173.00ഀ
FIRE HYDRANT ASSEMBLY , H-2 | | |ഀ
0120 720-96999 15.000 EACH | 3075.94000 46139.10| 3200.00000 48000.00| 3600.00000 54000.00ഀ
FIRE HYDRANT ASSEMBLY , H-3 | | |ഀ
0121 720-98174 12.000 EACH | 1774.56000 21294.72| 1700.00000 20400.00| 1669.00000 20028.00ഀ
INLET, B15 | | |ഀ
0122 720-98625 1.000 EACH | 2514.03000 2514.03| 1750.00000 1750.00| 1673.00000 1673.00ഀ
MANHOLE, C4, DROP | | |ഀ
0123 720-99416 57.000 EACH | 1967.50000 112147.50| 1750.00000 99750.00| 2125.00000 121125.00ഀ
CATCH BASIN, B15 | | |ഀ
0124 720-99417 11.000 EACH | 2049.91000 22549.01| 1800.00000 19800.00| 1892.00000 20812.00ഀ
CATCH BASIN, C15 | | |ഀ
0125 732-01525 42.000 EACH | 57.29000 2406.18| 230.00000 9660.00| 87.00000 3654.00ഀ
VALVE BOX , REMOVE | | |ഀ
0126 732-03063 2.000 EACH | 2735.09000 5470.18| 4400.00000 8800.00| 3200.00000 6400.00ഀ
TAPPING SLEEVE , WITH VALVE AND BOX, 8" | | |ഀ
X 8" | | |ഀ
0127 732-04836 5.000 EACH | 1707.35000 8536.75| 1700.00000 8500.00| 1500.00000 7500.00ഀ
GATE VALVE , AND BOX 10" MECHANICAL | | |ഀ
JOINT | | |ഀ
0128 732-04836 3.000 EACH | 2027.88000 6083.64| 2100.00000 6300.00| 1800.00000 5400.00ഀ
GATE VALVE , AND BOX 12" MECHANICAL | | |ഀ
JOINT | | |ഀ
0129 732-04836 2.000 EACH | 729.19000 1458.38| 820.00000 1640.00| 719.00000 1438.00ഀ
GATE VALVE , AND BOX 4" MECHANICAL JOIN | | |ഀ
0130 732-04836 24.000 EACH | 894.73000 21473.52| 915.00000 21960.00| 830.00000 19920.00ഀ
GATE VALVE , AND BOX 6" MECHANICAL JOIN | | |ഀ
0131 732-04836 16.000 EACH | 1129.58000 18073.28| 1150.00000 18400.00| 989.00000 15824.00ഀ
GATE VALVE , AND BOX 8" MECHANICAL JOIN | | |ഀ
0132 732-04995 1.000 EACH | 557.10000 557.10| 7200.00000 7200.00| 3900.00000 3900.00ഀ
LINE STOP | | |ഀ
0133 732-04996 29.000 EACH | 525.27000 15232.83| 1000.00000 29000.00| 595.00000 17255.00ഀ
CUT , AND CAP | | |ഀ
0139 732-97009 16.000 EACH | 240.98000 3855.68| 525.00000 8400.00| 595.00000 9520.00ഀ
FIRE HYDRANT ASSEMBLY, REMOVE | | |ഀ
0140 801-06203 4977.000 LFT | 0.42000 2090.34| 0.60000 2986.20| 0.60000 2986.20ഀ
TEMPORARY PAVEMENT MARKING, 4 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -9ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 31-1323837 |( 2 ) 35-0918397 |( 3 ) 35-1357381ഀ
|SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |DAVE OMARA CONTRACTOR INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0141 801-06207 4368.000 LFT | 0.97000 4236.96| 0.85000 3712.80| 0.85000 3712.80ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
4 IN. | | |ഀ
0142 801-06218 220.000 LFT | 9.19000 2021.80| 5.00000 1100.00| 5.00000 1100.00ഀ
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |ഀ
REMOVABLE, 24 IN. | | |ഀ
0143 801-06625 47.000 EACH | 142.62000 6703.14| 250.00000 11750.00| 250.00000 11750.00ഀ
DETOUR ROUTE MARKER ASSEMBLY | | |ഀ
0144 801-06640 67.000 EACH | 362.11000 24261.37| 309.00000 20703.00| 310.00000 20770.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0145 801-06645 1.000 EACH | 105.85000 105.85| 50.00000 50.00| 50.00000 50.00ഀ
CONSTRUCTION SIGN, B | | |ഀ
0146 801-06710 730.000 DAY | 5.57000 4066.10| 5.00000 3650.00| 4.00000 2920.00ഀ
FLASHING ARROW SIGN | | |ഀ
0147 801-06775 LUMP | 49088.29000 49088.29| 70000.00000 70000.00| 134798.34000 134798.34ഀ
MAINTAINING TRAFFIC | | |ഀ
0148 801-07119 648.000 LFT | 33.43000 21662.64| 15.00000 9720.00| 16.00000 10368.00ഀ
BARRICADE, III-B | | |ഀ
0149 802-05701 1585.200 LFT | 18.81000 29817.61| 13.25000 21003.90| 12.00000 19022.40ഀ
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |ഀ
BASE | | |ഀ
0150 802-07059 96.000 EACH | 46.54000 4467.84| 15.00000 1440.00| 25.00000 2400.00ഀ
SIGN, SHEET, AND SUPPORTS, REMOVE | | |ഀ
0151 802-07060 38.000 EACH | 97.99000 3723.62| 20.00000 760.00| 45.00000 1710.00ഀ
SIGN, SHEET, RELOCATE | | |ഀ
0152 802-07159 1.000 EACH | 4983.53000 4983.53| 2900.00000 2900.00| 3260.00000 3260.00ഀ
CANTILEVER TRAFFIC SIGN SUPPORT | | |ഀ
FOUNDATION, II | | |ഀ
0153 802-76025 788.400 SFT | 18.45000 14545.98| 16.00000 12614.40| 15.00000 11826.00ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.080 IN. THICKNESS | | |ഀ
0154 802-76035 25.700 SFT | 21.37000 549.21| 17.00000 436.90| 19.00000 488.30ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.100 IN. THICKNESS | | |ഀ
0155 802-76045 163.100 SFT | 21.96000 3581.68| 22.00000 3588.20| 19.00000 3098.90ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.125 IN. THICKNESS | | |ഀ
0156 802-76135 1.000 EACH | 18353.18000 18353.18| 16775.00000 16775.00| 14995.00000 14995.00ഀ
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |ഀ
SINGLE ARM | | |ഀ
0157 802-91122 1.000 EACH | 98.00000 98.00| 25.00000 25.00| 55.00000 55.00ഀ
SIGN, GROUND MOUNTED, RESET | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -10ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 31-1323837 |( 2 ) 35-0918397 |( 3 ) 35-1357381ഀ
|SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |DAVE OMARA CONTRACTOR INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0158 802-93675 1.000 EACH | 557.10000 557.10| 700.00000 700.00| 500.00000 500.00ഀ
MARKER, HISTORIC, RESET | | |ഀ
0159 805-01815 12.000 EACH | 2462.85000 29554.20| 2800.00000 33600.00| 2100.00000 25200.00ഀ
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |ഀ
FT. | | |ഀ
0160 805-01842 16.000 EACH | 1196.79000 19148.64| 950.00000 15200.00| 850.00000 13600.00ഀ
HANDHOLE, SIGNAL | | |ഀ
0161 805-01844 1488.000 LFT | 18.15000 27007.20| 11.00000 16368.00| 12.00000 17856.00ഀ
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |ഀ
UNDERGROUND | | |ഀ
0162 805-02087 LUMP | 798.25000 798.25| 1275.00000 1275.00| 1200.00000 1200.00ഀ
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |ഀ
EQUIPMENT | | |ഀ
0163 805-02152 24.000 EACH | 605.36000 14528.64| 515.00000 12360.00| 410.00000 9840.00ഀ
PEDESTRIAN SIGNAL HEAD WITH | | |ഀ
INTERNATIONAL SYMBOLS, 18 IN. | | |ഀ
0164 805-02503 9506.000 LFT | 0.17000 1616.02| 0.55000 5228.30| 0.42000 3992.52ഀ
CABLE, ROADWAY LOOP, 1C 14GA. | | |ഀ
0165 805-02658 201.000 LFT | 3.11000 625.11| 1.80000 361.80| 2.35000 472.35ഀ
CABLE, COAXIAL | | |ഀ
0166 805-03162 LUMP | 13505.75000 13505.75| 10500.00000 10500.00| 2150.00000 2150.00ഀ
TRAFFIC SIGNAL EQUIPMENT, REMOVAL, | | |ഀ
STORAGE AND INSTALLATION | | |ഀ
0167 805-08464 3.000 EACH | 2555.55000 7666.65| 2300.00000 6900.00| 2150.00000 6450.00ഀ
RADIO, INTERCONNECT | | |ഀ
0168 805-78106 1.000 EACH | 12880.55000 12880.55| 11530.00000 11530.00| 11250.00000 11250.00ഀ
CONTROLLER AND CABINET, MASTER, MENU | | |ഀ
DRIVEN, 8 PHASE | | |ഀ
0169 805-78109 2.000 EACH | 11581.36000 23162.72| 10350.00000 20700.00| 10950.00000 21900.00ഀ
CONTROLLER AND CABINET, SECONDARY, MENU | | |ഀ
DRIVEN, 8 PHASE | | |ഀ
0170 805-78205 22.000 EACH | 711.27000 15647.94| 575.00000 12650.00| 500.00000 11000.00ഀ
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |ഀ
AMBER, GREEN | | |ഀ
0171 805-78230 2.000 EACH | 1036.02000 2072.04| 850.00000 1700.00| 850.00000 1700.00ഀ
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |ഀ
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |ഀ
0172 805-78370 24.000 EACH | 235.55000 5653.20| 120.00000 2880.00| 115.00000 2760.00ഀ
PEDESTRIAN PUSH BUTTON | | |ഀ
0173 805-78412 2.000 EACH | 668.24000 1336.48| 525.00000 1050.00| 442.00000 884.00ഀ
SIGNAL PEDESTAL, 9 FT. | | |ഀ
0174 805-78415 12.000 EACH | 1874.37000 22492.44| 1500.00000 18000.00| 1595.00000 19140.00ഀ
SPAN, CATENARY, AND TETHER | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -11ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 31-1323837 |( 2 ) 35-0918397 |( 3 ) 35-1357381ഀ
|SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |DAVE OMARA CONTRACTOR INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0175 805-78420 12.000 EACH | 320.47000 3845.64| 225.00000 2700.00| 250.00000 3000.00ഀ
DISCONNECT HANGER | | |ഀ
0176 805-78445 3.000 EACH | 809.99000 2429.97| 700.00000 2100.00| 650.00000 1950.00ഀ
SIGNAL SERVICE | | |ഀ
0177 805-78467 162.000 LFT | 4.22000 683.64| 2.50000 405.00| 3.00000 486.00ഀ
SIGNAL CABLE, 3C 8GA. | | |ഀ
0178 805-78485 2364.000 LFT | 2.64000 6240.96| 1.45000 3427.80| 1.75000 4137.00ഀ
SIGNAL CABLE, 5C 14GA. | | |ഀ
0179 805-78490 3792.000 LFT | 2.91000 11034.72| 1.65000 6256.80| 2.00000 7584.00ഀ
SIGNAL CABLE, 7C 14GA. | | |ഀ
0180 805-78785 20.000 EACH | 1047.41000 20948.20| 850.00000 17000.00| 675.00000 13500.00ഀ
SIGNAL DETECTOR HOUSING | | |ഀ
0181 805-78795 3168.000 LFT | 7.90000 25027.20| 7.50000 23760.00| 7.50000 23760.00ഀ
SAW CUT FOR ROADWAY LOOP AND SEALER | | |ഀ
0182 805-78900 2.000 EACH | 689.78000 1379.56| 700.00000 1400.00| 600.00000 1200.00ഀ
PEDESTAL FOUNDATION, A | | |ഀ
0183 805-78925 3.000 EACH | 1990.20000 5970.60| 1175.00000 3525.00| 1100.00000 3300.00ഀ
CONTROLLER CABINET FOUNDATION, P1 | | |ഀ
0184 805-81032 12.000 EACH | 4030.76000 48369.12| 4000.00000 48000.00| 3700.00000 44400.00ഀ
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |ഀ
0185 805-92504 20.000 EACH | 278.07000 5561.40| 250.00000 5000.00| 315.00000 6300.00ഀ
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |ഀ
0186 805-94592 3182.000 LFT | 1.93000 6141.26| 0.80000 2545.60| 0.80000 2545.60ഀ
CABLE, SHIELDED, 2C/16 | | |ഀ
0187 808-06703 1833.000 LFT | 0.47000 861.51| 1.25000 2291.25| 1.35000 2474.55ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0188 808-06713 408.000 LFT | 2.73000 1113.84| 0.50000 204.00| 0.50000 204.00ഀ
LINE, PAINT, SOLID, WHITE, 4 IN. | | |ഀ
0189 808-75054 17145.000 LFT | 0.72000 12344.40| 0.01000 171.45| 0.01000 171.45ഀ
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |ഀ
4 IN. | | |ഀ
0190 808-75240 2580.000 LFT | 0.58000 1496.40| 1.25000 3225.00| 1.35000 3483.00ഀ
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |ഀ
IN. | | |ഀ
0191 808-75297 781.000 LFT | 4.29000 3350.49| 5.88000 4592.28| 6.25000 4881.25ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
STOP LINE, 24 IN. | | |ഀ
0192 808-75300 3447.000 LFT | 1.08000 3722.76| 1.13000 3895.11| 1.15000 3964.05ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
CROSSWALK LINE, 6 IN. | | |ഀ
0193 808-75320 31.000 EACH | 82.45000 2555.95| 40.00000 1240.00| 40.00000 1240.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, LANE INDICATION ARROW | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -12ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 31-1323837 |( 2 ) 35-0918397 |( 3 ) 35-1357381ഀ
|SUNESIS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |DAVE OMARA CONTRACTOR INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0194 808-75325 31.000 EACH | 110.31000 3419.61| 55.00000 1705.00| 60.00000 1860.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, WORD (ONLY) | | |ഀ
0195 808-75340 2.000 EACH | 417.83000 835.66| 1000.00000 2000.00| 1250.00000 2500.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, WORD, RXR | | |ഀ
0196 808-75998 257.000 EACH | 20.04000 5150.28| 2.04000 524.28| 2.25000 578.25ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |ഀ
0197 732-04751 62.000 EACH | 993.02000 61567.24| 1075.00000 66650.00| 700.00000 43400.00ഀ
WATER SERVICE LINE, 0.75" CONNECTION | | |ഀ
SHORT WITH | | |ഀ
0198 732-04751 53.000 EACH | 1703.40000 90280.20| 1600.00000 84800.00| 1200.00000 63600.00ഀ
WATER SERVICE LINE, 0.75" CONNECTION | | |ഀ
LONG WITH | | |ഀ
0199 732-04751 1.000 EACH | 1317.24000 1317.24| 1050.00000 1050.00| 985.00000 985.00ഀ
WATER SERVICE LINE, 0.75", CONNECTION | | |ഀ
LONG | | |ഀ
0200 732-04751 3.000 EACH | 707.89000 2123.67| 1000.00000 3000.00| 400.00000 1200.00ഀ
WATER SERVICE LINE, 0.75" CONNECTION | | |ഀ
SHORT WITH | | |ഀ
0201 732-04751 5.000 EACH | 929.83000 4649.15| 1500.00000 7500.00| 1100.00000 5500.00ഀ
WATER SERVICE LINE, 0.75" CONNECTION | | |ഀ
LONG WITH | | |ഀ
SECTION TOTALS | $ 6,001,069.55| $ 6,147,800.00| $ 6,258,864.00ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 6,001,069.55| $ 6,147,800.00| $ 6,258,864.00ഀ
====================================================================================================================================ഀ
ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -13ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1875662 |( 5 ) 35-1128289 |( 6 ) 35-1461789ഀ
|CRIDER & CRIDER INC |BEATY CONSTRUCTION INC |POINDEXTER EXCAVATINGഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 MEDIAN CONSTRUCTIONഀ
| | |ഀ
0001 105-06845 LUMP | 335000.00000 335000.00| 67241.38000 67241.38| 74100.00000 74100.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 105-06899 4.000 EACH | 250.00000 1000.00| 260.00000 1040.00| 300.00000 1200.00ഀ
RADIO | | |ഀ
0003 105-08520 4.000 EACH | 250.00000 1000.00| 115.00000 460.00| 400.00000 1600.00ഀ
CELLULAR TELEPHONE/RADIO | | |ഀ
0004 105-08521 144.000 MOS | 50.00000 7200.00| 95.00000 13680.00| 90.00000 12960.00ഀ
CELLULAR TELEPHONE/RADIO SERVICE | | |ഀ
0005 105-08523 144.000 MOS | 50.00000 7200.00| 90.00000 12960.00| 80.00000 11520.00ഀ
RADIO SERVICE | | |ഀ
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |ഀ
MINUTES | | |ഀ
0007 108-01614 LUMP | 15000.00000 15000.00| 17102.25000 17102.25| 18000.00000 18000.00ഀ
PARTNERING OVERHEAD | | |ഀ
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, HMA | | |ഀ
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PROJECT ESTIMATE ADJUSTMENT | | |ഀ
0014 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0015 110-01001 LUMP | 330000.00000 330000.00| 148536.82000 148536.82| 507800.00000 507800.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0016 201-52370 LUMP | 100000.00000 100000.00| 290298.25000 290298.25| 86000.00000 86000.00ഀ
CLEARING RIGHT OF WAY | | |ഀ
0017 202-01000 LUMP | 250.00000 250.00| 550.00000 550.00| 1500.00000 1500.00ഀ
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |ഀ
PARCEL 1 | | |ഀ
0018 202-01000 LUMP | 2500.00000 2500.00| 6500.00000 6500.00| 2500.00000 2500.00ഀ
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |ഀ
PARCEL 144 | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -14ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1875662 |( 5 ) 35-1128289 |( 6 ) 35-1461789ഀ
|CRIDER & CRIDER INC |BEATY CONSTRUCTION INC |POINDEXTER EXCAVATINGഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0019 202-01000 LUMP | 500.00000 500.00| 200.00000 200.00| 300.00000 300.00ഀ
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |ഀ
PARCEL 145 | | |ഀ
0020 202-01000 LUMP | 250.00000 250.00| 200.00000 200.00| 200.00000 200.00ഀ
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |ഀ
PARCEL 35 | | |ഀ
0021 202-02240 16470.000 SYS | 2.50000 41175.00| 3.50000 57645.00| 7.60000 125172.00ഀ
PAVEMENT REMOVAL | | |ഀ
0022 202-04089 7.000 EACH | 30.00000 210.00| 30.25000 211.75| 40.00000 280.00ഀ
SIGN, SHEET, REMOVE | | |ഀ
0023 202-74050 25.000 EACH | 42.00000 1050.00| 42.25000 1056.25| 50.00000 1250.00ഀ
SIGN, OVERHEAD, REMOVE | | |ഀ
0024 202-74080 1.000 EACH | 1168.00000 1168.00| 1175.00000 1175.00| 1500.00000 1500.00ഀ
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |ഀ
REMOVE | | |ഀ
0025 203-02000 14072.000 CYS | 25.00000 351800.00| 10.00000 140720.00| 20.30000 285661.60ഀ
EXCAVATION, COMMON | | |ഀ
0026 205-06933 6.000 EACH | 90.00000 540.00| 95.00000 570.00| 100.00000 600.00ഀ
TEMPORARY DITCH INLET PROTECTION | | |ഀ
0027 205-06937 320.000 LFT | 3.29000 1052.80| 3.40000 1088.00| 4.00000 1280.00ഀ
TEMPORARY SILT FENCE | | |ഀ
0028 207-08263 44283.000 SYS | 3.00000 132849.00| 5.00000 221415.00| 5.10000 225843.30ഀ
SUBGRADE TREATMENT, TYPE IA | | |ഀ
0029 207-08267 5356.000 SYS | 7.50000 40170.00| 7.50000 40170.00| 6.40000 34278.40ഀ
SUBGRADE TREATMENT, TYPE IIIA | | |ഀ
0030 210-07739 23.000 EACH | 750.00000 17250.00| 700.00000 16100.00| 750.00000 17250.00ഀ
TEMPORARY , BLOWOFF ASSEMBLY | | |ഀ
0031 211-09264 7632.000 CYS | 25.00000 190800.00| 15.00000 114480.00| 18.00000 137376.00ഀ
STRUCTURE BACKFILL, TYPE 1 | | |ഀ
0032 213-09269 80.000 CYS | 65.00000 5200.00| 90.00000 7200.00| 70.00000 5600.00ഀ
FLOWABLE BACKFILL, NON-REMOVABLE | | |ഀ
0033 301-07448 131.000 TON | 35.00000 4585.00| 26.00000 3406.00| 26.00000 3406.00ഀ
COMPACTED AGGREGATE, NO. 53, BASE | | |ഀ
0034 303-01180 32.000 TON | 40.00000 1280.00| 23.50000 752.00| 30.00000 960.00ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
0035 303-93506 35.000 CYS | 60.00000 2100.00| 28.00000 980.00| 35.00000 1225.00ഀ
AGGREGATE, 2 | | |ഀ
0036 303-94433 29.000 CYS | 50.00000 1450.00| 41.50000 1203.50| 100.00000 2900.00ഀ
AGGREGATE, 12 | | |ഀ
0037 304-07489 231.000 TON | 151.00000 34881.00| 190.00000 43890.00| 150.00000 34650.00ഀ
HMA PATCHING, TYPE A | | |ഀ
0038 306-08034 7876.000 SYS | 3.00000 23628.00| 1.50000 11814.00| 1.50000 11814.00ഀ
MILLING, ASPHALT, 1 1/2 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -15ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1875662 |( 5 ) 35-1128289 |( 6 ) 35-1461789ഀ
|CRIDER & CRIDER INC |BEATY CONSTRUCTION INC |POINDEXTER EXCAVATINGഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0039 401-07334 3264.000 TON | 79.00000 257856.00| 90.00000 293760.00| 72.00000 235008.00ഀ
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |ഀ
0040 401-07403 4357.000 TON | 65.00000 283205.00| 75.00000 326775.00| 57.00000 248349.00ഀ
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |ഀ
0041 401-07424 13448.000 TON | 53.00000 712744.00| 55.00000 739640.00| 48.00000 645504.00ഀ
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |ഀ
0042 401-08333 5867.000 TON | 58.00000 340286.00| 65.00000 381355.00| 53.00000 310951.00ഀ
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |ഀ
mm | | |ഀ
0043 406-05520 41.000 TON | 552.00000 22632.00| 900.00000 36900.00| 560.00000 22960.00ഀ
ASPHALT FOR TACK COAT | | |ഀ
0044 601-01522 2.000 EACH | 2056.00000 4112.00| 2100.00000 4200.00| 2100.00000 4200.00ഀ
GUARDRAIL TRANSITION TYPE TGB | | |ഀ
0045 601-01704 1.000 EACH | 1840.00000 1840.00| 2000.00000 2000.00| 2900.00000 2900.00ഀ
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |ഀ
CURVED, MODIFIED | | |ഀ
0046 601-01846 1.000 EACH | 1650.00000 1650.00| 1800.00000 1800.00| 2900.00000 2900.00ഀ
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |ഀ
CURVED, 3 | | |ഀ
0047 601-99105 25.000 LFT | 16.00000 400.00| 16.50000 412.50| 33.00000 825.00ഀ
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |ഀ
0048 604-07896 15.000 SYS | 92.00000 1380.00| 105.00000 1575.00| 210.00000 3150.00ഀ
CURB RAMP, CONCRETE, B | | |ഀ
0049 604-07897 16.000 SYS | 92.00000 1472.00| 105.00000 1680.00| 285.00000 4560.00ഀ
CURB RAMP, CONCRETE, C | | |ഀ
0050 604-07901 753.000 SYS | 94.00000 70782.00| 105.00000 79065.00| 156.00000 117468.00ഀ
CURB RAMP, CONCRETE, G | | |ഀ
0051 604-07902 69.000 SYS | 91.00000 6279.00| 105.00000 7245.00| 180.00000 12420.00ഀ
CURB RAMP, CONCRETE, H | | |ഀ
0052 604-44251 67.300 CYS | 950.00000 63935.00| 600.00000 40380.00| 990.00000 66627.00ഀ
STEPS, CONCRETE | | |ഀ
0053 604-91531 6556.000 SYS | 26.25000 172095.00| 26.50000 173734.00| 39.00000 255684.00ഀ
SIDEWALK, CONCRETE, 4 IN. | | |ഀ
0054 605-06120 2692.000 LFT | 24.00000 64608.00| 24.50000 65954.00| 23.50000 63262.00ഀ
CURB, CONCRETE | | |ഀ
0055 605-06140 11072.000 LFT | 12.50000 138400.00| 12.75000 141168.00| 21.00000 232512.00ഀ
CURB AND GUTTER, CONCRETE | | |ഀ
0056 610-07486 318.000 TON | 195.00000 62010.00| 130.00000 41340.00| 92.00000 29256.00ഀ
HMA FOR APPROACHES, TYPE A | | |ഀ
0057 610-07487 3258.000 TON | 84.00000 273672.00| 65.00000 211770.00| 66.00000 215028.00ഀ
HMA FOR APPROACHES, TYPE B | | |ഀ
0058 610-08446 663.000 SYS | 46.00000 30498.00| 48.00000 31824.00| 57.50000 38122.50ഀ
PCCP FOR APPROACHES, 6 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -16ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1875662 |( 5 ) 35-1128289 |( 6 ) 35-1461789ഀ
|CRIDER & CRIDER INC |BEATY CONSTRUCTION INC |POINDEXTER EXCAVATINGഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0059 610-09108 4031.000 SYS | 46.00000 185426.00| 48.00000 193488.00| 65.50000 264030.50ഀ
PCCP FOR APPROACHES, 9 IN. | | |ഀ
0060 615-06490 40.000 EACH | 128.00000 5120.00| 130.00000 5200.00| 180.00000 7200.00ഀ
RIGHT OF WAY MARKER | | |ഀ
0061 615-06505 14.000 EACH | 670.00000 9380.00| 675.00000 9450.00| 700.00000 9800.00ഀ
MONUMENT, B | | |ഀ
0062 615-06527 3.000 EACH | 500.00000 1500.00| 525.00000 1575.00| 650.00000 1950.00ഀ
MONUMENT, SECTION CORNER | | |ഀ
0063 616-02320 435.000 SYS | 2.00000 870.00| 2.50000 1087.50| 2.00000 870.00ഀ
GEOTEXTILES | | |ഀ
0064 616-06405 327.000 TON | 30.00000 9810.00| 32.00000 10464.00| 25.00000 8175.00ഀ
RIPRAP, REVETMENT | | |ഀ
0065 621-06567 67.000 kGAL | 1.00000 67.00| 1.05000 70.35| 5.00000 335.00ഀ
WATER | | |ഀ
0066 621-06575 16531.000 SYS | 2.54000 41988.74| 2.60000 42980.60| 2.60000 42980.60ഀ
SODDING, NURSERY | | |ഀ
0067 622-05651 238.000 EACH | 315.00000 74970.00| 360.00000 85680.00| 324.00000 77112.00ഀ
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |ഀ
OVER 2.5 TO 3.5 IN. | | |ഀ
0068 628-09403 36.000 MOS | 1500.00000 54000.00| 1500.00000 54000.00| 1900.00000 68400.00ഀ
FIELD OFFICE, C | | |ഀ
0069 628-09407 72.000 MOS | 75.00000 5400.00| 73.86000 5317.92| 150.00000 10800.00ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , 2 EACH | | |ഀ
0070 703-06029 775.000 LBS | 5.00000 3875.00| 3.05000 2363.75| 2.00000 1550.00ഀ
REINFORCING BARS, EPOXY COATED | | |ഀ
0071 706-01268 298.000 LFT | 123.50000 36803.00| 253.98000 75686.04| 106.00000 31588.00ഀ
HANDRAIL, ALUMINUM | | |ഀ
0072 714-07892 47.000 LFT | 715.00000 33605.00| 655.31000 30799.57| 555.00000 26085.00ഀ
CULVERT, PRECAST, REINFORCED CONCRETE | | |ഀ
BOX, 9' X 3' | | |ഀ
0073 714-44240 10.000 CYS | 750.00000 7500.00| 2235.34000 22353.40| 990.00000 9900.00ഀ
CONCRETE, A, STRUCTURES | | |ഀ
0074 715-02907 2465.000 LFT | 30.00000 73950.00| 37.47000 92363.55| 35.00000 86275.00ഀ
WATER LINE, 6 IN. , C900 PVC W/GRANULAR | | |ഀ
BACKFILL | | |ഀ
0075 715-05024 1519.000 LFT | 45.00000 68355.00| 87.11000 132320.09| 71.00000 107849.00ഀ
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |ഀ
0076 715-05048 14373.000 LFT | 3.50000 50305.50| 6.35000 91268.55| 3.95000 56773.35ഀ
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |ഀ
0077 715-05146 19.000 LFT | 11.00000 209.00| 7.39000 140.41| 29.00000 551.00ഀ
PIPE, TYPE 2, CIRCULAR, 6 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -17ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1875662 |( 5 ) 35-1128289 |( 6 ) 35-1461789ഀ
|CRIDER & CRIDER INC |BEATY CONSTRUCTION INC |POINDEXTER EXCAVATINGഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0078 715-05147 8.000 LFT | 15.00000 120.00| 9.23000 73.84| 31.00000 248.00ഀ
PIPE, TYPE 2, CIRCULAR, 8 IN. | | |ഀ
0079 715-05149 2054.000 LFT | 20.00000 41080.00| 31.01000 63694.54| 44.50000 91403.00ഀ
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |ഀ
0080 715-05151 1811.000 LFT | 22.00000 39842.00| 48.77000 88322.47| 46.50000 84211.50ഀ
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |ഀ
0081 715-05152 1202.000 LFT | 24.00000 28848.00| 52.31000 62876.62| 47.40000 56974.80ഀ
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |ഀ
0082 715-05153 1225.000 LFT | 28.00000 34300.00| 58.72000 71932.00| 51.00000 62475.00ഀ
PIPE, TYPE 2, CIRCULAR, 21 IN. | | |ഀ
0083 715-05154 485.000 LFT | 32.00000 15520.00| 62.90000 30506.50| 54.00000 26190.00ഀ
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |ഀ
0084 715-05156 1428.000 LFT | 38.00000 54264.00| 73.79000 105372.12| 64.00000 91392.00ഀ
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |ഀ
0085 715-07073 382.000 LFT | 32.00000 12224.00| 46.56000 17785.92| 41.00000 15662.00ഀ
WATER LINE , 10" C900 PVC W/GRANULAR | | |ഀ
BACKFILL | | |ഀ
0086 715-07073 900.000 LFT | 37.00000 33300.00| 62.05000 55845.00| 55.50000 49950.00ഀ
WATER LINE , 12" C900 PVC W/GRANULAR | | |ഀ
BACKFILL | | |ഀ
0087 715-07073 560.000 LFT | 28.00000 15680.00| 29.79000 16682.40| 31.00000 17360.00ഀ
WATER LINE , 4", C900 PVC WITH GRANULAR | | |ഀ
BACKFILL | | |ഀ
0088 715-07073 3618.000 LFT | 32.00000 115776.00| 42.57000 154018.26| 35.80000 129524.40ഀ
WATER LINE , 8" C900 PVC W/GRANULAR | | |ഀ
BACKFILL | | |ഀ
0089 715-08305 660.000 TON | 100.00000 66000.00| 204.87000 135214.20| 150.00000 99000.00ഀ
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |ഀ
0090 715-09064 9777.000 LFT | 0.75000 7332.75| 3.08000 30113.16| 1.30000 12710.10ഀ
VIDEO INSPECTION FOR PIPE | | |ഀ
0091 715-46020 1.000 EACH | 700.00000 700.00| 115.42000 115.42| 550.00000 550.00ഀ
PIPE END SECTION, 24 IN. | | |ഀ
0092 715-46040 1.000 EACH | 1060.00000 1060.00| 692.49000 692.49| 900.00000 900.00ഀ
PIPE END SECTION, 36 IN. | | |ഀ
0093 715-91361 60.000 LFT | 52.00000 3120.00| 26.19000 1571.40| 62.00000 3720.00ഀ
PIPE, PVC, 6 IN. SANITARY SEWER LATERAL | | |ഀ
SDR 21 | | |ഀ
0094 715-91361 60.000 LFT | 50.00000 3000.00| 18.24000 1094.40| 62.00000 3720.00ഀ
PIPE, PVC, 6 IN. SANITARY SEWER LATERAL | | |ഀ
SDR 35 | | |ഀ
0095 715-92037 60.000 LFT | 47.00000 2820.00| 18.48000 1108.80| 55.00000 3300.00ഀ
PIPE, PVC, 4 IN. SANITARY SEWER LATERAL | | |ഀ
SDR 21 | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -18ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1875662 |( 5 ) 35-1128289 |( 6 ) 35-1461789ഀ
|CRIDER & CRIDER INC |BEATY CONSTRUCTION INC |POINDEXTER EXCAVATINGഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0096 715-92037 60.000 LFT | 45.00000 2700.00| 17.25000 1035.00| 55.00000 3300.00ഀ
PIPE, PVC, 4 IN. SANITARY SEWER LATERAL | | |ഀ
SDR 35 | | |ഀ
0097 715-97873 1.000 EACH | 1250.00000 1250.00| 1426.92000 1426.92| 850.00000 850.00ഀ
WATER SERVICE LINE, 1" , CONNECTION, | | |ഀ
LONG WITH CURB STOP | | |ഀ
0098 715-97873 1.000 EACH | 1500.00000 1500.00| 1593.60000 1593.60| 1100.00000 1100.00ഀ
WATER SERVICE LINE, 1" , CONNECTION, | | |ഀ
LONG WITH METER PIT | | |ഀ
0099 718-06532 3000.000 LFT | 0.50000 1500.00| 1.85000 5550.00| 1.00000 3000.00ഀ
VIDEO INSPECTION FOR UNDERDRAINS | | |ഀ
0100 718-52610 1073.000 CYS | 27.50000 29507.50| 27.50000 29507.50| 24.00000 25752.00ഀ
AGGREGATE FOR UNDERDRAINS | | |ഀ
0101 718-99153 13539.000 SYS | 1.00000 13539.00| 1.25000 16923.75| 0.90000 12185.10ഀ
GEOTEXTILES FOR UNDERDRAIN | | |ഀ
0102 720-04666 4.000 EACH | 1650.00000 6600.00| 1887.09000 7548.36| 1750.00000 7000.00ഀ
CATCH BASIN , R13 | | |ഀ
0103 720-04666 1.000 EACH | 3000.00000 3000.00| 3335.15000 3335.15| 2210.00000 2210.00ഀ
CATCH BASIN , W15 | | |ഀ
0104 720-44000 16.000 EACH | 400.00000 6400.00| 325.08000 5201.28| 500.00000 8000.00ഀ
CASTING, ADJUST TO GRADE | | |ഀ
0105 720-44296 1.000 EACH | 500.00000 500.00| 230.83000 230.83| 350.00000 350.00ഀ
CAP INLET | | |ഀ
0106 720-45075 6.000 EACH | 1600.00000 9600.00| 1629.31000 9775.86| 1550.00000 9300.00ഀ
INLET, R13 | | |ഀ
0107 720-45250 3.000 EACH | 2700.00000 8100.00| 1576.70000 4730.10| 1350.00000 4050.00ഀ
CATCH BASIN, K10 | | |ഀ
0108 720-45275 6.000 EACH | 850.00000 5100.00| 935.95000 5615.70| 985.00000 5910.00ഀ
PIPE CATCH BASIN, 24 IN. | | |ഀ
0109 720-45410 26.000 EACH | 1900.00000 49400.00| 2499.28000 64981.28| 1805.00000 46930.00ഀ
MANHOLE, C4 | | |ഀ
0110 720-45510 2.000 EACH | 1800.00000 3600.00| 2046.23000 4092.46| 1760.00000 3520.00ഀ
MANHOLE, C4, MODIFIED | | |ഀ
0111 720-93409 2.000 EACH | 1800.00000 3600.00| 2295.80000 4591.60| 1705.00000 3410.00ഀ
INLET, B15, MODIFIED | | |ഀ
0112 720-93501 1.000 EACH | 5800.00000 5800.00| 7695.95000 7695.95| 4355.00000 4355.00ഀ
MANHOLE, L4 | | |ഀ
0113 720-94602 1.000 EACH | 3600.00000 3600.00| 4929.08000 4929.08| 3130.00000 3130.00ഀ
MANHOLE, K4, DROP | | |ഀ
0114 720-94612 10.000 EACH | 3300.00000 33000.00| 4261.55000 42615.50| 2875.00000 28750.00ഀ
MANHOLE, K4 | | |ഀ
0115 720-94840 10.000 EACH | 250.00000 2500.00| 212.60000 2126.00| 150.00000 1500.00ഀ
CASTING, ADJUST TO GRADE, WATER VALVE | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -19ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1875662 |( 5 ) 35-1128289 |( 6 ) 35-1461789ഀ
|CRIDER & CRIDER INC |BEATY CONSTRUCTION INC |POINDEXTER EXCAVATINGഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0116 720-94847 1.000 EACH | 1500.00000 1500.00| 1858.38000 1858.38| 1535.00000 1535.00ഀ
INLET, R13, MODIFIED | | |ഀ
0117 720-95409 9.000 EACH | 2200.00000 19800.00| 4049.08000 36441.72| 2560.00000 23040.00ഀ
MANHOLE, J4, MODIFIED | | |ഀ
0118 720-96422 1.000 EACH | 1200.00000 1200.00| 1394.99000 1394.99| 1545.00000 1545.00ഀ
INLET, A, MODIFIED | | |ഀ
0119 720-96999 1.000 EACH | 2750.00000 2750.00| 3629.73000 3629.73| 2950.00000 2950.00ഀ
FIRE HYDRANT ASSEMBLY , H-2 | | |ഀ
0120 720-96999 15.000 EACH | 3000.00000 45000.00| 3949.38000 59240.70| 3385.00000 50775.00ഀ
FIRE HYDRANT ASSEMBLY , H-3 | | |ഀ
0121 720-98174 12.000 EACH | 1750.00000 21000.00| 1970.35000 23644.20| 1710.00000 20520.00ഀ
INLET, B15 | | |ഀ
0122 720-98625 1.000 EACH | 2000.00000 2000.00| 3664.29000 3664.29| 1915.00000 1915.00ഀ
MANHOLE, C4, DROP | | |ഀ
0123 720-99416 57.000 EACH | 2000.00000 114000.00| 1992.12000 113550.84| 1820.00000 103740.00ഀ
CATCH BASIN, B15 | | |ഀ
0124 720-99417 11.000 EACH | 2000.00000 22000.00| 2118.23000 23300.53| 1825.00000 20075.00ഀ
CATCH BASIN, C15 | | |ഀ
0125 732-01525 42.000 EACH | 50.00000 2100.00| 63.79000 2679.18| 75.00000 3150.00ഀ
VALVE BOX , REMOVE | | |ഀ
0126 732-03063 2.000 EACH | 6250.00000 12500.00| 4022.12000 8044.24| 2210.00000 4420.00ഀ
TAPPING SLEEVE , WITH VALVE AND BOX, 8" | | |ഀ
X 8" | | |ഀ
0127 732-04836 5.000 EACH | 1500.00000 7500.00| 1973.21000 9866.05| 1874.00000 9370.00ഀ
GATE VALVE , AND BOX 10" MECHANICAL | | |ഀ
JOINT | | |ഀ
0128 732-04836 3.000 EACH | 1850.00000 5550.00| 2127.28000 6381.84| 2244.00000 6732.00ഀ
GATE VALVE , AND BOX 12" MECHANICAL | | |ഀ
JOINT | | |ഀ
0129 732-04836 2.000 EACH | 600.00000 1200.00| 743.57000 1487.14| 827.00000 1654.00ഀ
GATE VALVE , AND BOX 4" MECHANICAL JOIN | | |ഀ
0130 732-04836 24.000 EACH | 750.00000 18000.00| 926.74000 22241.76| 825.00000 19800.00ഀ
GATE VALVE , AND BOX 6" MECHANICAL JOIN | | |ഀ
0131 732-04836 16.000 EACH | 1000.00000 16000.00| 1232.49000 19719.84| 1215.00000 19440.00ഀ
GATE VALVE , AND BOX 8" MECHANICAL JOIN | | |ഀ
0132 732-04995 1.000 EACH | 7500.00000 7500.00| 14711.50000 14711.50| 500.00000 500.00ഀ
LINE STOP | | |ഀ
0133 732-04996 29.000 EACH | 250.00000 7250.00| 578.79000 16784.91| 750.00000 21750.00ഀ
CUT , AND CAP | | |ഀ
0139 732-97009 16.000 EACH | 500.00000 8000.00| 461.68000 7386.88| 1200.00000 19200.00ഀ
FIRE HYDRANT ASSEMBLY, REMOVE | | |ഀ
0140 801-06203 4977.000 LFT | 0.60000 2986.20| 0.65000 3235.05| 0.65000 3235.05ഀ
TEMPORARY PAVEMENT MARKING, 4 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -20ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1875662 |( 5 ) 35-1128289 |( 6 ) 35-1461789ഀ
|CRIDER & CRIDER INC |BEATY CONSTRUCTION INC |POINDEXTER EXCAVATINGഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0141 801-06207 4368.000 LFT | 0.85000 3712.80| 0.90000 3931.20| 0.90000 3931.20ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
4 IN. | | |ഀ
0142 801-06218 220.000 LFT | 5.00000 1100.00| 5.40000 1188.00| 5.50000 1210.00ഀ
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |ഀ
REMOVABLE, 24 IN. | | |ഀ
0143 801-06625 47.000 EACH | 250.00000 11750.00| 260.00000 12220.00| 260.00000 12220.00ഀ
DETOUR ROUTE MARKER ASSEMBLY | | |ഀ
0144 801-06640 67.000 EACH | 309.00000 20703.00| 325.00000 21775.00| 320.00000 21440.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0145 801-06645 1.000 EACH | 50.00000 50.00| 55.00000 55.00| 100.00000 100.00ഀ
CONSTRUCTION SIGN, B | | |ഀ
0146 801-06710 730.000 DAY | 5.00000 3650.00| 5.50000 4015.00| 7.00000 5110.00ഀ
FLASHING ARROW SIGN | | |ഀ
0147 801-06775 LUMP | 250000.00000 250000.00| 94002.70000 94002.70| 37000.00000 37000.00ഀ
MAINTAINING TRAFFIC | | |ഀ
0148 801-07119 648.000 LFT | 15.00000 9720.00| 15.50000 10044.00| 16.00000 10368.00ഀ
BARRICADE, III-B | | |ഀ
0149 802-05701 1585.200 LFT | 12.00000 19022.40| 14.00000 22192.80| 12.60000 19973.52ഀ
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |ഀ
BASE | | |ഀ
0150 802-07059 96.000 EACH | 25.00000 2400.00| 26.00000 2496.00| 27.00000 2592.00ഀ
SIGN, SHEET, AND SUPPORTS, REMOVE | | |ഀ
0151 802-07060 38.000 EACH | 45.00000 1710.00| 46.00000 1748.00| 49.00000 1862.00ഀ
SIGN, SHEET, RELOCATE | | |ഀ
0152 802-07159 1.000 EACH | 3260.00000 3260.00| 3300.00000 3300.00| 3300.00000 3300.00ഀ
CANTILEVER TRAFFIC SIGN SUPPORT | | |ഀ
FOUNDATION, II | | |ഀ
0153 802-76025 788.400 SFT | 14.50000 11431.80| 15.00000 11826.00| 15.00000 11826.00ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.080 IN. THICKNESS | | |ഀ
0154 802-76035 25.700 SFT | 18.00000 462.60| 19.00000 488.30| 20.00000 514.00ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.100 IN. THICKNESS | | |ഀ
0155 802-76045 163.100 SFT | 18.00000 2935.80| 19.00000 3098.90| 19.00000 3098.90ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.125 IN. THICKNESS | | |ഀ
0156 802-76135 1.000 EACH | 14737.00000 14737.00| 15000.00000 15000.00| 15300.00000 15300.00ഀ
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |ഀ
SINGLE ARM | | |ഀ
0157 802-91122 1.000 EACH | 55.00000 55.00| 56.00000 56.00| 90.00000 90.00ഀ
SIGN, GROUND MOUNTED, RESET | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -21ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1875662 |( 5 ) 35-1128289 |( 6 ) 35-1461789ഀ
|CRIDER & CRIDER INC |BEATY CONSTRUCTION INC |POINDEXTER EXCAVATINGഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0158 802-93675 1.000 EACH | 500.00000 500.00| 4000.00000 4000.00| 1200.00000 1200.00ഀ
MARKER, HISTORIC, RESET | | |ഀ
0159 805-01815 12.000 EACH | 1988.00000 23856.00| 200.00000 2400.00| 2100.00000 25200.00ഀ
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |ഀ
FT. | | |ഀ
0160 805-01842 16.000 EACH | 805.00000 12880.00| 825.00000 13200.00| 850.00000 13600.00ഀ
HANDHOLE, SIGNAL | | |ഀ
0161 805-01844 1488.000 LFT | 11.50000 17112.00| 12.00000 17856.00| 12.00000 17856.00ഀ
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |ഀ
UNDERGROUND | | |ഀ
0162 805-02087 LUMP | 1028.00000 1028.00| 1050.00000 1050.00| 1400.00000 1400.00ഀ
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |ഀ
EQUIPMENT | | |ഀ
0163 805-02152 24.000 EACH | 405.00000 9720.00| 832.91000 19989.84| 425.00000 10200.00ഀ
PEDESTRIAN SIGNAL HEAD WITH | | |ഀ
INTERNATIONAL SYMBOLS, 18 IN. | | |ഀ
0164 805-02503 9506.000 LFT | 0.42000 3992.52| 0.86000 8175.16| 0.45000 4277.70ഀ
CABLE, ROADWAY LOOP, 1C 14GA. | | |ഀ
0165 805-02658 201.000 LFT | 2.10000 422.10| 4.32000 868.32| 2.50000 502.50ഀ
CABLE, COAXIAL | | |ഀ
0166 805-03162 LUMP | 1850.00000 1850.00| 2000.00000 2000.00| 2100.00000 2100.00ഀ
TRAFFIC SIGNAL EQUIPMENT, REMOVAL, | | |ഀ
STORAGE AND INSTALLATION | | |ഀ
0167 805-08464 3.000 EACH | 1988.00000 5964.00| 2000.00000 6000.00| 2100.00000 6300.00ഀ
RADIO, INTERCONNECT | | |ഀ
0168 805-78106 1.000 EACH | 11210.00000 11210.00| 12000.00000 12000.00| 11700.00000 11700.00ഀ
CONTROLLER AND CABINET, MASTER, MENU | | |ഀ
DRIVEN, 8 PHASE | | |ഀ
0169 805-78109 2.000 EACH | 10130.00000 20260.00| 10200.00000 20400.00| 10700.00000 21400.00ഀ
CONTROLLER AND CABINET, SECONDARY, MENU | | |ഀ
DRIVEN, 8 PHASE | | |ഀ
0170 805-78205 22.000 EACH | 473.00000 10406.00| 972.76000 21400.72| 490.00000 10780.00ഀ
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |ഀ
AMBER, GREEN | | |ഀ
0171 805-78230 2.000 EACH | 805.00000 1610.00| 1655.55000 3311.10| 900.00000 1800.00ഀ
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |ഀ
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |ഀ
0172 805-78370 24.000 EACH | 110.00000 2640.00| 226.22000 5429.28| 115.00000 2760.00ഀ
PEDESTRIAN PUSH BUTTON | | |ഀ
0173 805-78412 2.000 EACH | 442.00000 884.00| 450.00000 900.00| 470.00000 940.00ഀ
SIGNAL PEDESTAL, 9 FT. | | |ഀ
0174 805-78415 12.000 EACH | 1452.00000 17424.00| 1500.00000 18000.00| 1520.00000 18240.00ഀ
SPAN, CATENARY, AND TETHER | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -22ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1875662 |( 5 ) 35-1128289 |( 6 ) 35-1461789ഀ
|CRIDER & CRIDER INC |BEATY CONSTRUCTION INC |POINDEXTER EXCAVATINGഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0175 805-78420 12.000 EACH | 221.00000 2652.00| 225.00000 2700.00| 240.00000 2880.00ഀ
DISCONNECT HANGER | | |ഀ
0176 805-78445 3.000 EACH | 620.00000 1860.00| 625.00000 1875.00| 650.00000 1950.00ഀ
SIGNAL SERVICE | | |ഀ
0177 805-78467 162.000 LFT | 2.25000 364.50| 2.50000 405.00| 3.00000 486.00ഀ
SIGNAL CABLE, 3C 8GA. | | |ഀ
0178 805-78485 2364.000 LFT | 1.40000 3309.60| 1.50000 3546.00| 1.50000 3546.00ഀ
SIGNAL CABLE, 5C 14GA. | | |ഀ
0179 805-78490 3792.000 LFT | 1.58000 5991.36| 1.65000 6256.80| 1.65000 6256.80ഀ
SIGNAL CABLE, 7C 14GA. | | |ഀ
0180 805-78785 20.000 EACH | 644.00000 12880.00| 700.00000 14000.00| 7.00000 140.00ഀ
SIGNAL DETECTOR HOUSING | | |ഀ
0181 805-78795 3168.000 LFT | 7.22000 22872.96| 7.50000 23760.00| 7.50000 23760.00ഀ
SAW CUT FOR ROADWAY LOOP AND SEALER | | |ഀ
0182 805-78900 2.000 EACH | 568.00000 1136.00| 575.00000 1150.00| 600.00000 1200.00ഀ
PEDESTAL FOUNDATION, A | | |ഀ
0183 805-78925 3.000 EACH | 998.00000 2994.00| 1025.00000 3075.00| 1100.00000 3300.00ഀ
CONTROLLER CABINET FOUNDATION, P1 | | |ഀ
0184 805-81032 12.000 EACH | 3552.00000 42624.00| 3600.00000 43200.00| 3700.00000 44400.00ഀ
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |ഀ
0185 805-92504 20.000 EACH | 305.00000 6100.00| 310.00000 6200.00| 320.00000 6400.00ഀ
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |ഀ
0186 805-94592 3182.000 LFT | 0.80000 2545.60| 0.80000 2545.60| 0.85000 2704.70ഀ
CABLE, SHIELDED, 2C/16 | | |ഀ
0187 808-06703 1833.000 LFT | 1.25000 2291.25| 1.25000 2291.25| 1.30000 2382.90ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0188 808-06713 408.000 LFT | 0.50000 204.00| 0.50000 204.00| 0.60000 244.80ഀ
LINE, PAINT, SOLID, WHITE, 4 IN. | | |ഀ
0189 808-75054 17145.000 LFT | 0.01000 171.45| 0.01000 171.45| 0.05000 857.25ഀ
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |ഀ
4 IN. | | |ഀ
0190 808-75240 2580.000 LFT | 1.25000 3225.00| 1.25000 3225.00| 1.30000 3354.00ഀ
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |ഀ
IN. | | |ഀ
0191 808-75297 781.000 LFT | 5.88000 4592.28| 6.00000 4686.00| 6.10000 4764.10ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
STOP LINE, 24 IN. | | |ഀ
0192 808-75300 3447.000 LFT | 1.13000 3895.11| 1.15000 3964.05| 1.20000 4136.40ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
CROSSWALK LINE, 6 IN. | | |ഀ
0193 808-75320 31.000 EACH | 40.00000 1240.00| 41.00000 1271.00| 43.00000 1333.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, LANE INDICATION ARROW | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -23ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1875662 |( 5 ) 35-1128289 |( 6 ) 35-1461789ഀ
|CRIDER & CRIDER INC |BEATY CONSTRUCTION INC |POINDEXTER EXCAVATINGഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0194 808-75325 31.000 EACH | 55.00000 1705.00| 60.00000 1860.00| 58.00000 1798.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, WORD (ONLY) | | |ഀ
0195 808-75340 2.000 EACH | 1000.00000 2000.00| 1100.00000 2200.00| 1100.00000 2200.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, WORD, RXR | | |ഀ
0196 808-75998 257.000 EACH | 21.00000 5397.00| 20.00000 5140.00| 2.20000 565.40ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |ഀ
0197 732-04751 62.000 EACH | 800.00000 49600.00| 620.00000 38440.00| 1000.00000 62000.00ഀ
WATER SERVICE LINE, 0.75" CONNECTION | | |ഀ
SHORT WITH | | |ഀ
0198 732-04751 53.000 EACH | 1300.00000 68900.00| 1049.11000 55602.83| 1050.00000 55650.00ഀ
WATER SERVICE LINE, 0.75" CONNECTION | | |ഀ
LONG WITH | | |ഀ
0199 732-04751 1.000 EACH | 1075.00000 1075.00| 906.05000 906.05| 775.00000 775.00ഀ
WATER SERVICE LINE, 0.75", CONNECTION | | |ഀ
LONG | | |ഀ
0200 732-04751 3.000 EACH | 625.00000 1875.00| 846.16000 2538.48| 7.50000 22.50ഀ
WATER SERVICE LINE, 0.75" CONNECTION | | |ഀ
SHORT WITH | | |ഀ
0201 732-04751 5.000 EACH | 1250.00000 6250.00| 989.03000 4945.15| 825.00000 4125.00ഀ
WATER SERVICE LINE, 0.75" CONNECTION | | |ഀ
LONG WITH | | |ഀ
SECTION TOTALS | $ 6,563,916.62| $ 6,702,204.64| $ 6,733,307.87ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 6,563,916.62| $ 6,702,204.64| $ 6,733,307.87ഀ
====================================================================================================================================ഀ
ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -24ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 7 ) 35-1698047 |( 8 ) 35-1917625 |( 9 ) 31-0578656ഀ
|GRADEX INC |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 MEDIAN CONSTRUCTIONഀ
| | |ഀ
0001 105-06845 LUMP | 75000.00000 75000.00| 95000.00000 95000.00| 114852.35000 114852.35ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 105-06899 4.000 EACH | 130.00000 520.00| 75.00000 300.00| 185.09000 740.36ഀ
RADIO | | |ഀ
0003 105-08520 4.000 EACH | 150.00000 600.00| 120.00000 480.00| 92.55000 370.20ഀ
CELLULAR TELEPHONE/RADIO | | |ഀ
0004 105-08521 144.000 MOS | 100.00000 14400.00| 95.00000 13680.00| 61.70000 8884.80ഀ
CELLULAR TELEPHONE/RADIO SERVICE | | |ഀ
0005 105-08523 144.000 MOS | 85.00000 12240.00| 75.00000 10800.00| 61.70000 8884.80ഀ
RADIO SERVICE | | |ഀ
0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |ഀ
MINUTES | | |ഀ
0007 108-01614 LUMP | 18000.00000 18000.00| 14500.00000 14500.00| 14200.00000 14200.00ഀ
PARTNERING OVERHEAD | | |ഀ
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, HMA | | |ഀ
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PROJECT ESTIMATE ADJUSTMENT | | |ഀ
0014 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0015 110-01001 LUMP | 339700.00000 339700.00| 370350.00000 370350.00| 168698.30000 168698.30ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0016 201-52370 LUMP | 85000.00000 85000.00| 74000.00000 74000.00| 73955.13000 73955.13ഀ
CLEARING RIGHT OF WAY | | |ഀ
0017 202-01000 LUMP | 800.00000 800.00| 2500.00000 2500.00| 3799.52000 3799.52ഀ
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |ഀ
PARCEL 1 | | |ഀ
0018 202-01000 LUMP | 5000.00000 5000.00| 7500.00000 7500.00| 3799.52000 3799.52ഀ
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |ഀ
PARCEL 144 | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -25ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 7 ) 35-1698047 |( 8 ) 35-1917625 |( 9 ) 31-0578656ഀ
|GRADEX INC |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0019 202-01000 LUMP | 500.00000 500.00| 2000.00000 2000.00| 3799.52000 3799.52ഀ
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |ഀ
PARCEL 145 | | |ഀ
0020 202-01000 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 3799.52000 3799.52ഀ
STRUCTURES AND OBSTRUCTIONS, REMOVE , | | |ഀ
PARCEL 35 | | |ഀ
0021 202-02240 16470.000 SYS | 7.50000 123525.00| 8.50000 139995.00| 10.58000 174252.60ഀ
PAVEMENT REMOVAL | | |ഀ
0022 202-04089 7.000 EACH | 30.00000 210.00| 30.90000 216.30| 30.00000 210.00ഀ
SIGN, SHEET, REMOVE | | |ഀ
0023 202-74050 25.000 EACH | 43.00000 1075.00| 43.25000 1081.25| 42.00000 1050.00ഀ
SIGN, OVERHEAD, REMOVE | | |ഀ
0024 202-74080 1.000 EACH | 1200.00000 1200.00| 1200.00000 1200.00| 1168.00000 1168.00ഀ
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |ഀ
REMOVE | | |ഀ
0025 203-02000 14072.000 CYS | 6.00000 84432.00| 28.50000 401052.00| 36.90000 519256.80ഀ
EXCAVATION, COMMON | | |ഀ
0026 205-06933 6.000 EACH | 165.00000 990.00| 160.00000 960.00| 192.00000 1152.00ഀ
TEMPORARY DITCH INLET PROTECTION | | |ഀ
0027 205-06937 320.000 LFT | 3.60000 1152.00| 3.60000 1152.00| 4.20000 1344.00ഀ
TEMPORARY SILT FENCE | | |ഀ
0028 207-08263 44283.000 SYS | 4.95000 219200.85| 4.80000 212558.40| 6.79000 300681.57ഀ
SUBGRADE TREATMENT, TYPE IA | | |ഀ
0029 207-08267 5356.000 SYS | 8.40000 44990.40| 21.00000 112476.00| 12.23000 65503.88ഀ
SUBGRADE TREATMENT, TYPE IIIA | | |ഀ
0030 210-07739 23.000 EACH | 800.00000 18400.00| 1093.00000 25139.00| 912.30000 20982.90ഀ
TEMPORARY , BLOWOFF ASSEMBLY | | |ഀ
0031 211-09264 7632.000 CYS | 17.50000 133560.00| 18.00000 137376.00| 36.78000 280704.96ഀ
STRUCTURE BACKFILL, TYPE 1 | | |ഀ
0032 213-09269 80.000 CYS | 89.00000 7120.00| 95.00000 7600.00| 115.22000 9217.60ഀ
FLOWABLE BACKFILL, NON-REMOVABLE | | |ഀ
0033 301-07448 131.000 TON | 22.00000 2882.00| 25.00000 3275.00| 26.97000 3533.07ഀ
COMPACTED AGGREGATE, NO. 53, BASE | | |ഀ
0034 303-01180 32.000 TON | 25.00000 800.00| 25.00000 800.00| 34.27000 1096.64ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
0035 303-93506 35.000 CYS | 28.00000 980.00| 40.00000 1400.00| 69.34000 2426.90ഀ
AGGREGATE, 2 | | |ഀ
0036 303-94433 29.000 CYS | 32.00000 928.00| 40.00000 1160.00| 81.81000 2372.49ഀ
AGGREGATE, 12 | | |ഀ
0037 304-07489 231.000 TON | 145.00000 33495.00| 125.00000 28875.00| 153.70000 35504.70ഀ
HMA PATCHING, TYPE A | | |ഀ
0038 306-08034 7876.000 SYS | 1.00000 7876.00| 2.00000 15752.00| 2.56000 20162.56ഀ
MILLING, ASPHALT, 1 1/2 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -26ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 7 ) 35-1698047 |( 8 ) 35-1917625 |( 9 ) 31-0578656ഀ
|GRADEX INC |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0039 401-07334 3264.000 TON | 72.00000 235008.00| 79.00000 257856.00| 86.83000 283413.12ഀ
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |ഀ
0040 401-07403 4357.000 TON | 57.50000 250527.50| 63.00000 274491.00| 75.67000 329694.19ഀ
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |ഀ
0041 401-07424 13448.000 TON | 48.50000 652228.00| 56.00000 753088.00| 56.43000 758870.64ഀ
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |ഀ
0042 401-08333 5867.000 TON | 54.00000 316818.00| 58.00000 340286.00| 68.43000 401478.81ഀ
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |ഀ
mm | | |ഀ
0043 406-05520 41.000 TON | 566.00000 23206.00| 650.00000 26650.00| 937.32000 38430.12ഀ
ASPHALT FOR TACK COAT | | |ഀ
0044 601-01522 2.000 EACH | 2115.00000 4230.00| 2120.00000 4240.00| 2056.00000 4112.00ഀ
GUARDRAIL TRANSITION TYPE TGB | | |ഀ
0045 601-01704 1.000 EACH | 1895.00000 1895.00| 1900.00000 1900.00| 1840.00000 1840.00ഀ
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |ഀ
CURVED, MODIFIED | | |ഀ
0046 601-01846 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00| 1650.00000 1650.00ഀ
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |ഀ
CURVED, 3 | | |ഀ
0047 601-99105 25.000 LFT | 16.50000 412.50| 16.45000 411.25| 16.00000 400.00ഀ
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |ഀ
0048 604-07896 15.000 SYS | 94.00000 1410.00| 154.50000 2317.50| 164.80000 2472.00ഀ
CURB RAMP, CONCRETE, B | | |ഀ
0049 604-07897 16.000 SYS | 94.00000 1504.00| 154.50000 2472.00| 164.81000 2636.96ഀ
CURB RAMP, CONCRETE, C | | |ഀ
0050 604-07901 753.000 SYS | 96.00000 72288.00| 154.50000 116338.50| 139.80000 105269.40ഀ
CURB RAMP, CONCRETE, G | | |ഀ
0051 604-07902 69.000 SYS | 93.00000 6417.00| 154.50000 10660.50| 139.80000 9646.20ഀ
CURB RAMP, CONCRETE, H | | |ഀ
0052 604-44251 67.300 CYS | 975.00000 65617.50| 1135.00000 76385.50| 845.00000 56868.50ഀ
STEPS, CONCRETE | | |ഀ
0053 604-91531 6556.000 SYS | 27.00000 177012.00| 38.50000 252406.00| 32.55000 213397.80ഀ
SIDEWALK, CONCRETE, 4 IN. | | |ഀ
0054 605-06120 2692.000 LFT | 24.75000 66627.00| 36.75000 98931.00| 17.35000 46706.20ഀ
CURB, CONCRETE | | |ഀ
0055 605-06140 11072.000 LFT | 12.85000 142275.20| 15.50000 171616.00| 14.50000 160544.00ഀ
CURB AND GUTTER, CONCRETE | | |ഀ
0056 610-07486 318.000 TON | 92.00000 29256.00| 139.00000 44202.00| 133.93000 42589.74ഀ
HMA FOR APPROACHES, TYPE A | | |ഀ
0057 610-07487 3258.000 TON | 67.00000 218286.00| 96.00000 312768.00| 67.87000 221120.46ഀ
HMA FOR APPROACHES, TYPE B | | |ഀ
0058 610-08446 663.000 SYS | 47.00000 31161.00| 42.25000 28011.75| 50.70000 33614.10ഀ
PCCP FOR APPROACHES, 6 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -27ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 7 ) 35-1698047 |( 8 ) 35-1917625 |( 9 ) 31-0578656ഀ
|GRADEX INC |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0059 610-09108 4031.000 SYS | 47.00000 189457.00| 48.90000 197115.90| 51.94000 209370.14ഀ
PCCP FOR APPROACHES, 9 IN. | | |ഀ
0060 615-06490 40.000 EACH | 130.00000 5200.00| 130.00000 5200.00| 128.00000 5120.00ഀ
RIGHT OF WAY MARKER | | |ഀ
0061 615-06505 14.000 EACH | 690.00000 9660.00| 690.00000 9660.00| 670.00000 9380.00ഀ
MONUMENT, B | | |ഀ
0062 615-06527 3.000 EACH | 515.00000 1545.00| 515.00000 1545.00| 500.00000 1500.00ഀ
MONUMENT, SECTION CORNER | | |ഀ
0063 616-02320 435.000 SYS | 2.50000 1087.50| 3.00000 1305.00| 6.59000 2866.65ഀ
GEOTEXTILES | | |ഀ
0064 616-06405 327.000 TON | 29.00000 9483.00| 40.00000 13080.00| 55.97000 18302.19ഀ
RIPRAP, REVETMENT | | |ഀ
0065 621-06567 67.000 kGAL | 3.10000 207.70| 3.00000 201.00| 3.60000 241.20ഀ
WATER | | |ഀ
0066 621-06575 16531.000 SYS | 2.60000 42980.60| 2.55000 42154.05| 3.02000 49923.62ഀ
SODDING, NURSERY | | |ഀ
0067 622-05651 238.000 EACH | 360.00000 85680.00| 360.00000 85680.00| 418.00000 99484.00ഀ
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |ഀ
OVER 2.5 TO 3.5 IN. | | |ഀ
0068 628-09403 36.000 MOS | 1900.00000 68400.00| 1825.00000 65700.00| 2272.06000 81794.16ഀ
FIELD OFFICE, C | | |ഀ
0069 628-09407 72.000 MOS | 205.00000 14760.00| 90.00000 6480.00| 149.10000 10735.20ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , 2 EACH | | |ഀ
0070 703-06029 775.000 LBS | 2.00000 1550.00| 2.20000 1705.00| 4.29000 3324.75ഀ
REINFORCING BARS, EPOXY COATED | | |ഀ
0071 706-01268 298.000 LFT | 125.00000 37250.00| 127.00000 37846.00| 123.50000 36803.00ഀ
HANDRAIL, ALUMINUM | | |ഀ
0072 714-07892 47.000 LFT | 600.00000 28200.00| 575.00000 27025.00| 1083.48000 50923.56ഀ
CULVERT, PRECAST, REINFORCED CONCRETE | | |ഀ
BOX, 9' X 3' | | |ഀ
0073 714-44240 10.000 CYS | 905.00000 9050.00| 1000.00000 10000.00| 2247.90000 22479.00ഀ
CONCRETE, A, STRUCTURES | | |ഀ
0074 715-02907 2465.000 LFT | 45.00000 110925.00| 36.00000 88740.00| 52.14000 128525.10ഀ
WATER LINE, 6 IN. , C900 PVC W/GRANULAR | | |ഀ
BACKFILL | | |ഀ
0075 715-05024 1519.000 LFT | 85.00000 129115.00| 65.00000 98735.00| 100.89000 153251.91ഀ
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |ഀ
0076 715-05048 14373.000 LFT | 4.00000 57492.00| 3.35000 48149.55| 6.04000 86812.92ഀ
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |ഀ
0077 715-05146 19.000 LFT | 13.00000 247.00| 30.00000 570.00| 41.40000 786.60ഀ
PIPE, TYPE 2, CIRCULAR, 6 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -28ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 7 ) 35-1698047 |( 8 ) 35-1917625 |( 9 ) 31-0578656ഀ
|GRADEX INC |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0078 715-05147 8.000 LFT | 14.00000 112.00| 68.25000 546.00| 125.28000 1002.24ഀ
PIPE, TYPE 2, CIRCULAR, 8 IN. | | |ഀ
0079 715-05149 2054.000 LFT | 31.00000 63674.00| 43.00000 88322.00| 57.27000 117632.58ഀ
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |ഀ
0080 715-05151 1811.000 LFT | 35.00000 63385.00| 37.90000 68636.90| 62.14000 112535.54ഀ
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |ഀ
0081 715-05152 1202.000 LFT | 40.00000 48080.00| 41.50000 49883.00| 61.44000 73850.88ഀ
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |ഀ
0082 715-05153 1225.000 LFT | 50.00000 61250.00| 46.00000 56350.00| 75.58000 92585.50ഀ
PIPE, TYPE 2, CIRCULAR, 21 IN. | | |ഀ
0083 715-05154 485.000 LFT | 52.00000 25220.00| 52.00000 25220.00| 64.70000 31379.50ഀ
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |ഀ
0084 715-05156 1428.000 LFT | 72.00000 102816.00| 53.00000 75684.00| 80.22000 114554.16ഀ
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |ഀ
0085 715-07073 382.000 LFT | 52.00000 19864.00| 49.70000 18985.40| 73.55000 28096.10ഀ
WATER LINE , 10" C900 PVC W/GRANULAR | | |ഀ
BACKFILL | | |ഀ
0086 715-07073 900.000 LFT | 58.00000 52200.00| 46.30000 41670.00| 92.37000 83133.00ഀ
WATER LINE , 12" C900 PVC W/GRANULAR | | |ഀ
BACKFILL | | |ഀ
0087 715-07073 560.000 LFT | 40.00000 22400.00| 31.90000 17864.00| 49.18000 27540.80ഀ
WATER LINE , 4", C900 PVC WITH GRANULAR | | |ഀ
BACKFILL | | |ഀ
0088 715-07073 3618.000 LFT | 47.00000 170046.00| 32.00000 115776.00| 53.05000 191934.90ഀ
WATER LINE , 8" C900 PVC W/GRANULAR | | |ഀ
BACKFILL | | |ഀ
0089 715-08305 660.000 TON | 154.00000 101640.00| 90.00000 59400.00| 106.69000 70415.40ഀ
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |ഀ
0090 715-09064 9777.000 LFT | 1.55000 15154.35| 1.50000 14665.50| 1.50000 14665.50ഀ
VIDEO INSPECTION FOR PIPE | | |ഀ
0091 715-46020 1.000 EACH | 900.00000 900.00| 342.00000 342.00| 1000.10000 1000.10ഀ
PIPE END SECTION, 24 IN. | | |ഀ
0092 715-46040 1.000 EACH | 1500.00000 1500.00| 567.00000 567.00| 1581.11000 1581.11ഀ
PIPE END SECTION, 36 IN. | | |ഀ
0093 715-91361 60.000 LFT | 55.00000 3300.00| 70.00000 4200.00| 245.71000 14742.60ഀ
PIPE, PVC, 6 IN. SANITARY SEWER LATERAL | | |ഀ
SDR 21 | | |ഀ
0094 715-91361 60.000 LFT | 55.00000 3300.00| 70.00000 4200.00| 222.36000 13341.60ഀ
PIPE, PVC, 6 IN. SANITARY SEWER LATERAL | | |ഀ
SDR 35 | | |ഀ
0095 715-92037 60.000 LFT | 54.00000 3240.00| 65.00000 3900.00| 242.76000 14565.60ഀ
PIPE, PVC, 4 IN. SANITARY SEWER LATERAL | | |ഀ
SDR 21 | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -29ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 7 ) 35-1698047 |( 8 ) 35-1917625 |( 9 ) 31-0578656ഀ
|GRADEX INC |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0096 715-92037 60.000 LFT | 54.00000 3240.00| 65.00000 3900.00| 221.30000 13278.00ഀ
PIPE, PVC, 4 IN. SANITARY SEWER LATERAL | | |ഀ
SDR 35 | | |ഀ
0097 715-97873 1.000 EACH | 3200.00000 3200.00| 2732.00000 2732.00| 2684.10000 2684.10ഀ
WATER SERVICE LINE, 1" , CONNECTION, | | |ഀ
LONG WITH CURB STOP | | |ഀ
0098 715-97873 1.000 EACH | 5100.00000 5100.00| 2685.00000 2685.00| 2942.85000 2942.85ഀ
WATER SERVICE LINE, 1" , CONNECTION, | | |ഀ
LONG WITH METER PIT | | |ഀ
0099 718-06532 3000.000 LFT | 0.95000 2850.00| 1.30000 3900.00| 0.90000 2700.00ഀ
VIDEO INSPECTION FOR UNDERDRAINS | | |ഀ
0100 718-52610 1073.000 CYS | 22.00000 23606.00| 35.95000 38574.35| 47.28000 50731.44ഀ
AGGREGATE FOR UNDERDRAINS | | |ഀ
0101 718-99153 13539.000 SYS | 0.80000 10831.20| 1.70000 23016.30| 2.10000 28431.90ഀ
GEOTEXTILES FOR UNDERDRAIN | | |ഀ
0102 720-04666 4.000 EACH | 1900.00000 7600.00| 2000.00000 8000.00| 1973.76000 7895.04ഀ
CATCH BASIN , R13 | | |ഀ
0103 720-04666 1.000 EACH | 2400.00000 2400.00| 2650.00000 2650.00| 2889.10000 2889.10ഀ
CATCH BASIN , W15 | | |ഀ
0104 720-44000 16.000 EACH | 650.00000 10400.00| 450.00000 7200.00| 709.93000 11358.88ഀ
CASTING, ADJUST TO GRADE | | |ഀ
0105 720-44296 1.000 EACH | 590.00000 590.00| 300.00000 300.00| 992.58000 992.58ഀ
CAP INLET | | |ഀ
0106 720-45075 6.000 EACH | 1650.00000 9900.00| 1725.00000 10350.00| 1930.58000 11583.48ഀ
INLET, R13 | | |ഀ
0107 720-45250 3.000 EACH | 1500.00000 4500.00| 1600.00000 4800.00| 1469.09000 4407.27ഀ
CATCH BASIN, K10 | | |ഀ
0108 720-45275 6.000 EACH | 1300.00000 7800.00| 1275.00000 7650.00| 1135.35000 6812.10ഀ
PIPE CATCH BASIN, 24 IN. | | |ഀ
0109 720-45410 26.000 EACH | 1700.00000 44200.00| 2075.00000 53950.00| 2569.49000 66806.74ഀ
MANHOLE, C4 | | |ഀ
0110 720-45510 2.000 EACH | 1800.00000 3600.00| 2025.00000 4050.00| 2877.25000 5754.50ഀ
MANHOLE, C4, MODIFIED | | |ഀ
0111 720-93409 2.000 EACH | 1800.00000 3600.00| 2040.00000 4080.00| 2475.31000 4950.62ഀ
INLET, B15, MODIFIED | | |ഀ
0112 720-93501 1.000 EACH | 4500.00000 4500.00| 5300.00000 5300.00| 6002.10000 6002.10ഀ
MANHOLE, L4 | | |ഀ
0113 720-94602 1.000 EACH | 3900.00000 3900.00| 4550.00000 4550.00| 6166.34000 6166.34ഀ
MANHOLE, K4, DROP | | |ഀ
0114 720-94612 10.000 EACH | 3500.00000 35000.00| 3225.00000 32250.00| 3871.26000 38712.60ഀ
MANHOLE, K4 | | |ഀ
0115 720-94840 10.000 EACH | 500.00000 5000.00| 250.00000 2500.00| 315.00000 3150.00ഀ
CASTING, ADJUST TO GRADE, WATER VALVE | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -30ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 7 ) 35-1698047 |( 8 ) 35-1917625 |( 9 ) 31-0578656ഀ
|GRADEX INC |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0116 720-94847 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00| 2314.43000 2314.43ഀ
INLET, R13, MODIFIED | | |ഀ
0117 720-95409 9.000 EACH | 2400.00000 21600.00| 2350.00000 21150.00| 3157.53000 28417.77ഀ
MANHOLE, J4, MODIFIED | | |ഀ
0118 720-96422 1.000 EACH | 1500.00000 1500.00| 1435.00000 1435.00| 2418.49000 2418.49ഀ
INLET, A, MODIFIED | | |ഀ
0119 720-96999 1.000 EACH | 3600.00000 3600.00| 2624.00000 2624.00| 3888.73000 3888.73ഀ
FIRE HYDRANT ASSEMBLY , H-2 | | |ഀ
0120 720-96999 15.000 EACH | 3600.00000 54000.00| 3041.00000 45615.00| 4118.30000 61774.50ഀ
FIRE HYDRANT ASSEMBLY , H-3 | | |ഀ
0121 720-98174 12.000 EACH | 1900.00000 22800.00| 2050.00000 24600.00| 2118.02000 25416.24ഀ
INLET, B15 | | |ഀ
0122 720-98625 1.000 EACH | 2200.00000 2200.00| 3375.00000 3375.00| 3066.89000 3066.89ഀ
MANHOLE, C4, DROP | | |ഀ
0123 720-99416 57.000 EACH | 1950.00000 111150.00| 2065.00000 117705.00| 2252.46000 128390.22ഀ
CATCH BASIN, B15 | | |ഀ
0124 720-99417 11.000 EACH | 2000.00000 22000.00| 2075.00000 22825.00| 2254.42000 24798.62ഀ
CATCH BASIN, C15 | | |ഀ
0125 732-01525 42.000 EACH | 175.00000 7350.00| 340.00000 14280.00| 192.72000 8094.24ഀ
VALVE BOX , REMOVE | | |ഀ
0126 732-03063 2.000 EACH | 3800.00000 7600.00| 3356.00000 6712.00| 3634.58000 7269.16ഀ
TAPPING SLEEVE , WITH VALVE AND BOX, 8" | | |ഀ
X 8" | | |ഀ
0127 732-04836 5.000 EACH | 1700.00000 8500.00| 1464.00000 7320.00| 2374.11000 11870.55ഀ
GATE VALVE , AND BOX 10" MECHANICAL | | |ഀ
JOINT | | |ഀ
0128 732-04836 3.000 EACH | 1900.00000 5700.00| 1763.00000 5289.00| 2706.72000 8120.16ഀ
GATE VALVE , AND BOX 12" MECHANICAL | | |ഀ
JOINT | | |ഀ
0129 732-04836 2.000 EACH | 950.00000 1900.00| 614.00000 1228.00| 1235.10000 2470.20ഀ
GATE VALVE , AND BOX 4" MECHANICAL JOIN | | |ഀ
0130 732-04836 24.000 EACH | 1000.00000 24000.00| 722.00000 17328.00| 1229.35000 29504.40ഀ
GATE VALVE , AND BOX 6" MECHANICAL JOIN | | |ഀ
0131 732-04836 16.000 EACH | 1200.00000 19200.00| 979.00000 15664.00| 1580.24000 25283.84ഀ
GATE VALVE , AND BOX 8" MECHANICAL JOIN | | |ഀ
0132 732-04995 1.000 EACH | 4800.00000 4800.00| 5413.00000 5413.00| 6256.00000 6256.00ഀ
LINE STOP | | |ഀ
0133 732-04996 29.000 EACH | 430.00000 12470.00| 3464.00000 100456.00| 614.12000 17809.48ഀ
CUT , AND CAP | | |ഀ
0139 732-97009 16.000 EACH | 970.00000 15520.00| 995.00000 15920.00| 704.16000 11266.56ഀ
FIRE HYDRANT ASSEMBLY, REMOVE | | |ഀ
0140 801-06203 4977.000 LFT | 0.62000 3085.74| 0.35000 1741.95| 0.38000 1891.26ഀ
TEMPORARY PAVEMENT MARKING, 4 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -31ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 7 ) 35-1698047 |( 8 ) 35-1917625 |( 9 ) 31-0578656ഀ
|GRADEX INC |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0141 801-06207 4368.000 LFT | 0.88000 3843.84| 0.97000 4236.96| 0.87000 3800.16ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
4 IN. | | |ഀ
0142 801-06218 220.000 LFT | 5.15000 1133.00| 5.85000 1287.00| 8.25000 1815.00ഀ
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |ഀ
REMOVABLE, 24 IN. | | |ഀ
0143 801-06625 47.000 EACH | 258.00000 12126.00| 149.00000 7003.00| 128.00000 6016.00ഀ
DETOUR ROUTE MARKER ASSEMBLY | | |ഀ
0144 801-06640 67.000 EACH | 318.00000 21306.00| 304.00000 20368.00| 325.00000 21775.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0145 801-06645 1.000 EACH | 52.00000 52.00| 230.00000 230.00| 95.00000 95.00ഀ
CONSTRUCTION SIGN, B | | |ഀ
0146 801-06710 730.000 DAY | 5.15000 3759.50| 10.00000 7300.00| 5.00000 3650.00ഀ
FLASHING ARROW SIGN | | |ഀ
0147 801-06775 LUMP | 340000.00000 340000.00| 295773.65000 295773.65| 113764.48000 113764.48ഀ
MAINTAINING TRAFFIC | | |ഀ
0148 801-07119 648.000 LFT | 15.50000 10044.00| 25.75000 16686.00| 30.00000 19440.00ഀ
BARRICADE, III-B | | |ഀ
0149 802-05701 1585.200 LFT | 12.50000 19815.00| 12.35000 19577.22| 12.00000 19022.40ഀ
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |ഀ
BASE | | |ഀ
0150 802-07059 96.000 EACH | 25.75000 2472.00| 25.75000 2472.00| 25.00000 2400.00ഀ
SIGN, SHEET, AND SUPPORTS, REMOVE | | |ഀ
0151 802-07060 38.000 EACH | 47.00000 1786.00| 46.35000 1761.30| 45.00000 1710.00ഀ
SIGN, SHEET, RELOCATE | | |ഀ
0152 802-07159 1.000 EACH | 3360.00000 3360.00| 3360.00000 3360.00| 3260.00000 3260.00ഀ
CANTILEVER TRAFFIC SIGN SUPPORT | | |ഀ
FOUNDATION, II | | |ഀ
0153 802-76025 788.400 SFT | 15.00000 11826.00| 14.90000 11747.16| 14.50000 11431.80ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.080 IN. THICKNESS | | |ഀ
0154 802-76035 25.700 SFT | 18.50000 475.45| 18.50000 475.45| 18.00000 462.60ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.100 IN. THICKNESS | | |ഀ
0155 802-76045 163.100 SFT | 18.50000 3017.35| 18.50000 3017.35| 18.00000 2935.80ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.125 IN. THICKNESS | | |ഀ
0156 802-76135 1.000 EACH | 15200.00000 15200.00| 15190.00000 15190.00| 14737.00000 14737.00ഀ
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |ഀ
SINGLE ARM | | |ഀ
0157 802-91122 1.000 EACH | 57.00000 57.00| 56.50000 56.50| 55.00000 55.00ഀ
SIGN, GROUND MOUNTED, RESET | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -32ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 7 ) 35-1698047 |( 8 ) 35-1917625 |( 9 ) 31-0578656ഀ
|GRADEX INC |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0158 802-93675 1.000 EACH | 500.00000 500.00| 515.00000 515.00| 500.00000 500.00ഀ
MARKER, HISTORIC, RESET | | |ഀ
0159 805-01815 12.000 EACH | 2050.00000 24600.00| 2050.00000 24600.00| 1988.00000 23856.00ഀ
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |ഀ
FT. | | |ഀ
0160 805-01842 16.000 EACH | 830.00000 13280.00| 829.00000 13264.00| 805.00000 12880.00ഀ
HANDHOLE, SIGNAL | | |ഀ
0161 805-01844 1488.000 LFT | 11.85000 17632.80| 11.75000 17484.00| 11.50000 17112.00ഀ
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |ഀ
UNDERGROUND | | |ഀ
0162 805-02087 LUMP | 1060.00000 1060.00| 1060.00000 1060.00| 1028.00000 1028.00ഀ
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |ഀ
EQUIPMENT | | |ഀ
0163 805-02152 24.000 EACH | 417.00000 10008.00| 417.00000 10008.00| 405.00000 9720.00ഀ
PEDESTRIAN SIGNAL HEAD WITH | | |ഀ
INTERNATIONAL SYMBOLS, 18 IN. | | |ഀ
0164 805-02503 9506.000 LFT | 0.43000 4087.58| 0.42000 3992.52| 0.42000 3992.52ഀ
CABLE, ROADWAY LOOP, 1C 14GA. | | |ഀ
0165 805-02658 201.000 LFT | 2.16000 434.16| 2.15000 432.15| 2.10000 422.10ഀ
CABLE, COAXIAL | | |ഀ
0166 805-03162 LUMP | 1900.00000 1900.00| 1900.00000 1900.00| 1850.00000 1850.00ഀ
TRAFFIC SIGNAL EQUIPMENT, REMOVAL, | | |ഀ
STORAGE AND INSTALLATION | | |ഀ
0167 805-08464 3.000 EACH | 2050.00000 6150.00| 2050.00000 6150.00| 1988.00000 5964.00ഀ
RADIO, INTERCONNECT | | |ഀ
0168 805-78106 1.000 EACH | 11500.00000 11500.00| 11550.00000 11550.00| 11210.00000 11210.00ഀ
CONTROLLER AND CABINET, MASTER, MENU | | |ഀ
DRIVEN, 8 PHASE | | |ഀ
0169 805-78109 2.000 EACH | 10400.00000 20800.00| 10450.00000 20900.00| 10130.00000 20260.00ഀ
CONTROLLER AND CABINET, SECONDARY, MENU | | |ഀ
DRIVEN, 8 PHASE | | |ഀ
0170 805-78205 22.000 EACH | 485.00000 10670.00| 485.00000 10670.00| 473.00000 10406.00ഀ
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |ഀ
AMBER, GREEN | | |ഀ
0171 805-78230 2.000 EACH | 830.00000 1660.00| 830.00000 1660.00| 805.00000 1610.00ഀ
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |ഀ
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |ഀ
0172 805-78370 24.000 EACH | 115.00000 2760.00| 113.00000 2712.00| 110.00000 2640.00ഀ
PEDESTRIAN PUSH BUTTON | | |ഀ
0173 805-78412 2.000 EACH | 455.00000 910.00| 455.00000 910.00| 442.00000 884.00ഀ
SIGNAL PEDESTAL, 9 FT. | | |ഀ
0174 805-78415 12.000 EACH | 1495.00000 17940.00| 1500.00000 18000.00| 1452.00000 17424.00ഀ
SPAN, CATENARY, AND TETHER | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -33ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 7 ) 35-1698047 |( 8 ) 35-1917625 |( 9 ) 31-0578656ഀ
|GRADEX INC |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0175 805-78420 12.000 EACH | 225.00000 2700.00| 227.00000 2724.00| 221.00000 2652.00ഀ
DISCONNECT HANGER | | |ഀ
0176 805-78445 3.000 EACH | 640.00000 1920.00| 640.00000 1920.00| 620.00000 1860.00ഀ
SIGNAL SERVICE | | |ഀ
0177 805-78467 162.000 LFT | 2.30000 372.60| 2.30000 372.60| 2.25000 364.50ഀ
SIGNAL CABLE, 3C 8GA. | | |ഀ
0178 805-78485 2364.000 LFT | 1.44000 3404.16| 1.42000 3356.88| 1.40000 3309.60ഀ
SIGNAL CABLE, 5C 14GA. | | |ഀ
0179 805-78490 3792.000 LFT | 1.63000 6180.96| 1.60000 6067.20| 1.58000 5991.36ഀ
SIGNAL CABLE, 7C 14GA. | | |ഀ
0180 805-78785 20.000 EACH | 665.00000 13300.00| 665.00000 13300.00| 644.00000 12880.00ഀ
SIGNAL DETECTOR HOUSING | | |ഀ
0181 805-78795 3168.000 LFT | 7.44000 23569.92| 7.40000 23443.20| 7.22000 22872.96ഀ
SAW CUT FOR ROADWAY LOOP AND SEALER | | |ഀ
0182 805-78900 2.000 EACH | 585.00000 1170.00| 585.00000 1170.00| 568.00000 1136.00ഀ
PEDESTAL FOUNDATION, A | | |ഀ
0183 805-78925 3.000 EACH | 1025.00000 3075.00| 1030.00000 3090.00| 998.00000 2994.00ഀ
CONTROLLER CABINET FOUNDATION, P1 | | |ഀ
0184 805-81032 12.000 EACH | 3658.00000 43896.00| 3665.00000 43980.00| 3552.00000 42624.00ഀ
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |ഀ
0185 805-92504 20.000 EACH | 315.00000 6300.00| 314.00000 6280.00| 305.00000 6100.00ഀ
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |ഀ
0186 805-94592 3182.000 LFT | 0.82000 2609.24| 0.81000 2577.42| 0.80000 2545.60ഀ
CABLE, SHIELDED, 2C/16 | | |ഀ
0187 808-06703 1833.000 LFT | 1.29000 2364.57| 0.45000 824.85| 0.42000 769.86ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0188 808-06713 408.000 LFT | 0.52000 212.16| 1.68000 685.44| 2.45000 999.60ഀ
LINE, PAINT, SOLID, WHITE, 4 IN. | | |ഀ
0189 808-75054 17145.000 LFT | 0.01000 171.45| 1.90000 32575.50| 0.65000 11144.25ഀ
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |ഀ
4 IN. | | |ഀ
0190 808-75240 2580.000 LFT | 1.30000 3354.00| 0.45000 1161.00| 0.52000 1341.60ഀ
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |ഀ
IN. | | |ഀ
0191 808-75297 781.000 LFT | 6.05000 4725.05| 4.05000 3163.05| 3.85000 3006.85ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
STOP LINE, 24 IN. | | |ഀ
0192 808-75300 3447.000 LFT | 1.15000 3964.05| 1.00000 3447.00| 0.97000 3343.59ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
CROSSWALK LINE, 6 IN. | | |ഀ
0193 808-75320 31.000 EACH | 41.00000 1271.00| 55.50000 1720.50| 74.00000 2294.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, LANE INDICATION ARROW | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 211 -34ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 211 CONTRACT ID : R -30252-A COUNTIES : RUSHഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 7 ) 35-1698047 |( 8 ) 35-1917625 |( 9 ) 31-0578656ഀ
|GRADEX INC |MILESTONE CONTRACTORS LP |JOHN R JURGENSEN COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0194 808-75325 31.000 EACH | 56.00000 1736.00| 77.25000 2394.75| 99.00000 3069.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, WORD (ONLY) | | |ഀ
0195 808-75340 2.000 EACH | 1030.00000 2060.00| 335.00000 670.00| 375.00000 750.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, WORD, RXR | | |ഀ
0196 808-75998 257.000 EACH | 18.50000 4754.50| 18.50000 4754.50| 2.04000 524.28ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |ഀ
0197 732-04751 62.000 EACH | 2525.00000 156550.00| 1005.00000 62310.00| 1723.84000 106878.08ഀ
WATER SERVICE LINE, 0.75" CONNECTION | | |ഀ
SHORT WITH | | |ഀ
0198 732-04751 53.000 EACH | 4630.00000 245390.00| 2227.00000 118031.00| 2673.47000 141693.91ഀ
WATER SERVICE LINE, 0.75" CONNECTION | | |ഀ
LONG WITH | | |ഀ
0199 732-04751 1.000 EACH | 3160.00000 3160.00| 1629.00000 1629.00| 2465.60000 2465.60ഀ
WATER SERVICE LINE, 0.75", CONNECTION | | |ഀ
LONG | | |ഀ
0200 732-04751 3.000 EACH | 1265.00000 3795.00| 711.00000 2133.00| 1368.50000 4105.50ഀ
WATER SERVICE LINE, 0.75" CONNECTION | | |ഀ
SHORT WITH | | |ഀ
0201 732-04751 5.000 EACH | 3700.00000 18500.00| 789.00000 3945.00| 2500.10000 12500.50ഀ
WATER SERVICE LINE, 0.75" CONNECTION | | |ഀ
LONG WITH | | |ഀ
SECTION TOTALS | $ 6,794,498.38| $ 7,407,914.00| $ 7,994,264.92ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 6,794,498.38| $ 7,407,914.00| $ 7,994,264.92ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 221 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 221 CONTRACT ID : R -30315-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 10/30/09ഀ
LOCATION : ON SR 9 FROM I-69 INTERCHANGE TO JUNCTION OF SR 236 PROJECT(S) : 1779015ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-1139301 E & B PAVING INC $ 275,765.00 100.0000%ഀ
2 31-4351261 SHELLY & SANDS INC AND SUBSIDIARIES $ 312,252.95 113.2315%ഀ
3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 314,940.69 114.2062%ഀ
4 35-0918397 RIETH RILEY CONSTRUCTION $ 338,000.00 122.5681%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 221 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 221 CONTRACT ID : R -30315-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-1139301 |( 2 ) 31-4351261 |( 3 ) 35-1065659ഀ
|E & B PAVING INC |SHELLY & SANDS INC AND SUBSI |BROOKS CONSTRUCTION COMPANY Iഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 ASPHALT RESURFACEഀ
| | |ഀ
0001 105-06845 LUMP | 700.00000 700.00| 1400.00000 1400.00| 12000.00000 12000.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, HMA | | |ഀ
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0008 110-01001 LUMP | 13750.00000 13750.00| 19000.00000 19000.00| 15000.00000 15000.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0009 303-07449 90.000 TON | 50.00000 4500.00| 40.00000 3600.00| 5.00000 450.00ഀ
COMPACTED AGGREGATE, NO. 73 | | |ഀ
0010 304-07783 215.000 TON | 150.00000 32250.00| 180.00000 38700.00| 199.00000 42785.00ഀ
HMA PATCHING, TYPE D | | |ഀ
0011 306-08034 25000.000 SYS | 0.60000 15000.00| 1.00000 25000.00| 1.29000 32250.00ഀ
MILLING, ASPHALT, 1 1/2 IN. | | |ഀ
0012 306-08432 1700.000 SYS | 0.60000 1020.00| 2.60000 4420.00| 0.01000 17.00ഀ
MILLING, APPROACH | | |ഀ
0013 401-07328 2260.000 TON | 65.00000 146900.00| 68.00000 153680.00| 65.55000 148143.00ഀ
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |ഀ
0014 406-05520 7.000 TON | 400.00000 2800.00| 425.00000 2975.00| 10.00000 70.00ഀ
ASPHALT FOR TACK COAT | | |ഀ
0015 628-09402 6.000 MOS | 1500.00000 9000.00| 1800.00000 10800.00| 1843.50000 11061.00ഀ
FIELD OFFICE, B | | |ഀ
0016 720-90105 8.000 EACH | 500.00000 4000.00| 570.00000 4560.00| 625.47000 5003.76ഀ
INLET, REPAIR | | |ഀ
0017 801-01504 21.000 EACH | 10.00000 210.00| 42.00000 882.00| 20.00000 420.00ഀ
TEMPORARY PAVEMENT MESSAGE MARKING, | | |ഀ
LANE INDICATION ARROW | | |ഀ
0018 801-01505 12.000 EACH | 10.00000 120.00| 64.00000 768.00| 24.00000 288.00ഀ
TEMPORARY PAVEMENT MESSAGE MARKINGS, | | |ഀ
WORD (ONLY) | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 221 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 221 CONTRACT ID : R -30315-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1139301 |( 2 ) 31-4351261 |( 3 ) 35-1065659ഀ
|E & B PAVING INC |SHELLY & SANDS INC AND SUBSI |BROOKS CONSTRUCTION COMPANY Iഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0019 801-03290 4.000 EACH | 145.00000 580.00| 164.00000 656.00| 155.00000 620.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0020 801-04304 600.000 LFT | 0.04000 24.00| 1.35000 810.00| 0.59000 354.00ഀ
TEMPORARY PAVEMENT MARKING, PAINT, | | |ഀ
WHITE, 12 IN. | | |ഀ
0021 801-06203 1350.000 LFT | 0.01000 13.50| 0.30000 405.00| 0.01000 13.50ഀ
TEMPORARY PAVEMENT MARKING, 4 IN. | | |ഀ
0022 801-06206 40.000 LFT | 0.02000 0.80| 2.65000 106.00| 0.25000 10.00ഀ
TEMPORARY PAVEMENT MARKING, 6 IN. | | |ഀ
0023 801-06207 1350.000 LFT | 1.00000 1350.00| 1.40000 1890.00| 0.01000 13.50ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
4 IN. | | |ഀ
0024 801-06211 21.000 EACH | 48.18000 1011.78| 58.15000 1221.15| 30.00000 630.00ഀ
TEMPORARY PAVEMENT MESSAGE MARKING, | | |ഀ
REMOVABLE, LANE INDICATION ARROW | | |ഀ
0025 801-06212 12.000 EACH | 74.25000 891.00| 79.30000 951.60| 40.00000 480.00ഀ
TEMPORARY PAVEMENT MESSAGE MARKING, | | |ഀ
REMOVABLE, WORD (ONLY) | | |ഀ
0026 801-06640 20.000 EACH | 105.00000 2100.00| 122.00000 2440.00| 115.00000 2300.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0027 801-06775 LUMP | 19363.82000 19363.82| 16000.00000 16000.00| 24741.57000 24741.57ഀ
MAINTAINING TRAFFIC | | |ഀ
0028 801-09087 600.000 LFT | 2.72000 1632.00| 3.50000 2100.00| 2.00000 1200.00ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
12 IN. | | |ഀ
0029 805-78470 1700.000 LFT | 0.50000 850.00| 0.55000 935.00| 0.55000 935.00ഀ
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |ഀ
0030 805-78795 550.000 LFT | 8.25000 4537.50| 8.75000 4812.50| 9.00000 4950.00ഀ
SAW CUT FOR ROADWAY LOOP AND SEALER | | |ഀ
0031 808-06701 1500.000 LFT | 0.30000 450.00| 0.32000 480.00| 0.30000 450.00ഀ
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |ഀ
IN. | | |ഀ
0032 808-06703 7000.000 LFT | 0.30000 2100.00| 0.32000 2240.00| 0.30000 2100.00ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0033 808-75245 5600.000 LFT | 0.30000 1680.00| 0.32000 1792.00| 0.30000 1680.00ഀ
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |ഀ
IN. | | |ഀ
0034 808-75260 150.000 LFT | 1.60000 240.00| 1.70000 255.00| 1.60000 240.00ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | |ഀ
0035 808-75297 650.000 LFT | 3.50000 2275.00| 3.90000 2535.00| 3.55000 2307.50ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
STOP LINE, 24 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 221 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 221 CONTRACT ID : R -30315-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1139301 |( 2 ) 31-4351261 |( 3 ) 35-1065659ഀ
|E & B PAVING INC |SHELLY & SANDS INC AND SUBSI |BROOKS CONSTRUCTION COMPANY Iഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0036 808-75320 33.000 EACH | 58.00000 1914.00| 61.30000 2022.90| 58.00000 1914.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, LANE INDICATION ARROW | | |ഀ
0037 808-75325 13.000 EACH | 78.00000 1014.00| 82.50000 1072.50| 78.00000 1014.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, WORD (ONLY) | | |ഀ
0038 808-75996 60.000 EACH | 6.96000 417.60| 7.90000 474.00| 6.84000 410.40ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |ഀ
REMOVE | | |ഀ
0039 808-75998 67.000 EACH | 28.00000 1876.00| 29.90000 2003.30| 14.38000 963.46ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |ഀ
0040 801-06710 120.000 DAY | 9.90000 1188.00| 10.50000 1260.00| 1.00000 120.00ഀ
FLASHING ARROW SIGN | | |ഀ
SECTION TOTALS | $ 275,765.00| $ 312,252.95| $ 314,940.69ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 275,765.00| $ 312,252.95| $ 314,940.69ഀ
====================================================================================================================================ഀ
ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 221 -5ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 221 CONTRACT ID : R -30315-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-0918397 |( ) |( )ഀ
|RIETH RILEY CONSTRUCTION | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 ASPHALT RESURFACEഀ
| | |ഀ
0001 105-06845 LUMP | 700.00000 700.00| |ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 109-08359 1.000 DOL | 1.00000 1.00| |ഀ
LIQUIDATED DAMAGES | | |ഀ
0003 109-08360 1.000 DOL | 1.00000 1.00| |ഀ
CONTRACT LIENS | | |ഀ
0004 109-08440 1.000 DOL | 1.00000 1.00| |ഀ
QUALITY ADJUSTMENTS, HMA | | |ഀ
0005 109-08443 1.000 DOL | 1.00000 1.00| |ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0006 109-08444 1.000 DOL | 1.00000 1.00| |ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0007 109-09489 1.000 DOL | 1.00000 1.00| |ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0008 110-01001 LUMP | 16640.75000 16640.75| |ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0009 303-07449 90.000 TON | 55.00000 4950.00| |ഀ
COMPACTED AGGREGATE, NO. 73 | | |ഀ
0010 304-07783 215.000 TON | 210.00000 45150.00| |ഀ
HMA PATCHING, TYPE D | | |ഀ
0011 306-08034 25000.000 SYS | 1.10000 27500.00| |ഀ
MILLING, ASPHALT, 1 1/2 IN. | | |ഀ
0012 306-08432 1700.000 SYS | 1.10000 1870.00| |ഀ
MILLING, APPROACH | | |ഀ
0013 401-07328 2260.000 TON | 78.00000 176280.00| |ഀ
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |ഀ
0014 406-05520 7.000 TON | 550.00000 3850.00| |ഀ
ASPHALT FOR TACK COAT | | |ഀ
0015 628-09402 6.000 MOS | 2400.00000 14400.00| |ഀ
FIELD OFFICE, B | | |ഀ
0016 720-90105 8.000 EACH | 700.00000 5600.00| |ഀ
INLET, REPAIR | | |ഀ
0017 801-01504 21.000 EACH | 40.00000 840.00| |ഀ
TEMPORARY PAVEMENT MESSAGE MARKING, | | |ഀ
LANE INDICATION ARROW | | |ഀ
0018 801-01505 12.000 EACH | 60.00000 720.00| |ഀ
TEMPORARY PAVEMENT MESSAGE MARKINGS, | | |ഀ
WORD (ONLY) | | |ഀ
0019 801-03290 4.000 EACH | 155.00000 620.00| |ഀ
CONSTRUCTION SIGN, C | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 221 -6ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 221 CONTRACT ID : R -30315-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-0918397 |( ) |( )ഀ
|RIETH RILEY CONSTRUCTION | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0020 801-04304 600.000 LFT | 1.25000 750.00| |ഀ
TEMPORARY PAVEMENT MARKING, PAINT, | | |ഀ
WHITE, 12 IN. | | |ഀ
0021 801-06203 1350.000 LFT | 0.29000 391.50| |ഀ
TEMPORARY PAVEMENT MARKING, 4 IN. | | |ഀ
0022 801-06206 40.000 LFT | 2.50000 100.00| |ഀ
TEMPORARY PAVEMENT MARKING, 6 IN. | | |ഀ
0023 801-06207 1350.000 LFT | 0.94000 1269.00| |ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
4 IN. | | |ഀ
0024 801-06211 21.000 EACH | 55.00000 1155.00| |ഀ
TEMPORARY PAVEMENT MESSAGE MARKING, | | |ഀ
REMOVABLE, LANE INDICATION ARROW | | |ഀ
0025 801-06212 12.000 EACH | 75.00000 900.00| |ഀ
TEMPORARY PAVEMENT MESSAGE MARKING, | | |ഀ
REMOVABLE, WORD (ONLY) | | |ഀ
0026 801-06640 20.000 EACH | 115.00000 2300.00| |ഀ
CONSTRUCTION SIGN, A | | |ഀ
0027 801-06775 LUMP | 10000.00000 10000.00| |ഀ
MAINTAINING TRAFFIC | | |ഀ
0028 801-09087 600.000 LFT | 5.64000 3384.00| |ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
12 IN. | | |ഀ
0029 805-78470 1700.000 LFT | 0.50000 850.00| |ഀ
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |ഀ
0030 805-78795 550.000 LFT | 8.25000 4537.50| |ഀ
SAW CUT FOR ROADWAY LOOP AND SEALER | | |ഀ
0031 808-06701 1500.000 LFT | 0.30000 450.00| |ഀ
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |ഀ
IN. | | |ഀ
0032 808-06703 7000.000 LFT | 0.30000 2100.00| |ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0033 808-75245 5600.000 LFT | 0.30000 1680.00| |ഀ
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |ഀ
IN. | | |ഀ
0034 808-75260 150.000 LFT | 1.60000 240.00| |ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | |ഀ
0035 808-75297 650.000 LFT | 3.55000 2307.50| |ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
STOP LINE, 24 IN. | | |ഀ
0036 808-75320 33.000 EACH | 58.00000 1914.00| |ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, LANE INDICATION ARROW | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 221 -7ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 221 CONTRACT ID : R -30315-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-0918397 |( ) |( )ഀ
|RIETH RILEY CONSTRUCTION | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0037 808-75325 13.000 EACH | 78.00000 1014.00| |ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, WORD (ONLY) | | |ഀ
0038 808-75996 60.000 EACH | 7.50000 450.00| |ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |ഀ
REMOVE | | |ഀ
0039 808-75998 67.000 EACH | 28.25000 1892.75| |ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |ഀ
0040 801-06710 120.000 DAY | 9.90000 1188.00| |ഀ
FLASHING ARROW SIGN | | |ഀ
SECTION TOTALS | $ 338,000.00| $ | $ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 338,000.00| $ 0.00| $ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 225 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 225 CONTRACT ID : R -30530-A COUNTIES : PORTERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 11/20/09ഀ
LOCATION : ON US 20 OVER BROWN DITCH, 0.4 MILE EAST OF SR 520 PROJECT(S) : 0301077ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-1058916 WOODRUFF & SONS INC $ 504,902.31 100.0000%ഀ
2 35-1489621 HRP CONSTRUCTION INC $ 718,820.84 142.3683%ഀ
3 35-1106884 ELLAS CONSTRUCTION COMPANY INC $ 719,655.43 142.5336%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 225 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 225 CONTRACT ID : R -30530-A COUNTIES : PORTERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-1058916 |( 2 ) 35-1489621 |( 3 ) 35-1106884ഀ
|WOODRUFF & SONS INC |HRP CONSTRUCTION INC |ELLAS CONSTRUCTION COMPANY INഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 SMALL STRUCTURE REPLACEMENTഀ
| | |ഀ
0001 105-06845 LUMP | 3800.00000 3800.00| 3000.00000 3000.00| 3650.00000 3650.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0007 110-01001 LUMP | 31955.00000 31955.00| 35000.00000 35000.00| 35500.00000 35500.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0008 201-52370 LUMP | 4500.56000 4500.56| 14000.00000 14000.00| 7100.00000 7100.00ഀ
CLEARING RIGHT OF WAY | | |ഀ
0009 202-02240 225.000 SYS | 5.00000 1125.00| 10.00000 2250.00| 18.00000 4050.00ഀ
PAVEMENT REMOVAL | | |ഀ
0010 202-02286 1.000 EACH | 7500.00000 7500.00| 30000.00000 30000.00| 119500.00000 119500.00ഀ
PRESENT STRUCTURE, REMOVE | | |ഀ
0015 203-02000 600.000 CYS | 9.00000 5400.00| 12.00000 7200.00| 15.00000 9000.00ഀ
EXCAVATION, COMMON | | |ഀ
0016 203-02070 165.000 CYS | 7.50000 1237.50| 6.00000 990.00| 17.00000 2805.00ഀ
BORROW | | |ഀ
0017 205-03371 20.000 CYS | 57.00000 1140.00| 10.00000 200.00| 22.50000 450.00ഀ
SEDIMENT, REMOVE | | |ഀ
0018 205-06937 1200.000 LFT | 2.00000 2400.00| 1.94000 2328.00| 1.94000 2328.00ഀ
TEMPORARY SILT FENCE | | |ഀ
0019 205-09235 60.000 DAY | 126.00000 7560.00| 35.00000 2100.00| 1.00000 60.00ഀ
TEMPORARY FILTER BAG | | |ഀ
0020 206-51220 12.000 CYS | 36.00000 432.00| 16.00000 192.00| 22.50000 270.00ഀ
EXCAVATION, WET | | |ഀ
0021 207-08263 940.000 SYS | 5.75000 5405.00| 12.00000 11280.00| 14.75000 13865.00ഀ
SUBGRADE TREATMENT, TYPE IA | | |ഀ
0022 211-09265 415.000 CYS | 25.00000 10375.00| 48.00000 19920.00| 32.00000 13280.00ഀ
STRUCTURE BACKFILL, TYPE 2 | | |ഀ
0023 303-01180 554.300 TON | 18.00000 9977.40| 22.00000 12194.60| 22.00000 12194.60ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 225 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 225 CONTRACT ID : R -30530-A COUNTIES : PORTERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1058916 |( 2 ) 35-1489621 |( 3 ) 35-1106884ഀ
|WOODRUFF & SONS INC |HRP CONSTRUCTION INC |ELLAS CONSTRUCTION COMPANY INഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0024 402-07432 37.100 TON | 114.00000 4229.40| 110.00000 4081.00| 110.00000 4081.00ഀ
HMA SURFACE, TYPE A | | |ഀ
0025 402-07433 60.100 TON | 94.00000 5649.40| 91.00000 5469.10| 91.00000 5469.10ഀ
HMA SURFACE, TYPE B | | |ഀ
0026 402-07435 111.100 TON | 66.00000 7332.60| 64.00000 7110.40| 64.00000 7110.40ഀ
HMA INTERMEDIATE, TYPE A | | |ഀ
0027 402-07438 39.300 TON | 93.00000 3654.90| 90.00000 3537.00| 90.00000 3537.00ഀ
HMA INTERMEDIATE, TYPE B | | |ഀ
0028 402-07441 127.800 TON | 67.00000 8562.60| 65.00000 8307.00| 65.00000 8307.00ഀ
HMA BASE, TYPE B | | |ഀ
0029 406-05521 2207.000 SYS | 0.10000 220.70| 0.10000 220.70| 0.10000 220.70ഀ
ASPHALT FOR TACK COAT | | |ഀ
0030 601-06854 2.000 EACH | 2900.00000 5800.00| 2775.00000 5550.00| 2775.00000 5550.00ഀ
GUARDRAIL, W-BEAM, NESTED | | |ഀ
0031 601-94689 4.000 EACH | 2600.00000 10400.00| 2480.00000 9920.00| 2480.00000 9920.00ഀ
GUARDRAIL END TREATMENT, OS | | |ഀ
0032 601-99105 606.250 LFT | 16.00000 9700.00| 15.50000 9396.88| 15.50000 9396.88ഀ
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |ഀ
0033 616-02320 763.000 SYS | 1.15000 877.45| 2.00000 1526.00| 2.75000 2098.25ഀ
GEOTEXTILES | | |ഀ
0034 616-05688 730.500 TON | 61.00000 44560.50| 68.00000 49674.00| 65.00000 47482.50ഀ
RIPRAP, CLASS 1 | | |ഀ
0035 621-01004 1.000 EACH | 490.00000 490.00| 475.00000 475.00| 475.00000 475.00ഀ
MOBILIZATION AND DEMOBILIZATION FOR | | |ഀ
SEEDING | | |ഀ
0036 621-03787 2.300 LBS | 500.00000 1150.00| 490.00000 1127.00| 490.00000 1127.00ഀ
SEED MIXTURE, D | | |ഀ
0037 621-06559 2410.000 SYS | 1.00000 2410.00| 0.98000 2361.80| 0.98000 2361.80ഀ
MULCHED SEEDING, R | | |ഀ
0038 622-52436 3.000 EACH | 41.00000 123.00| 40.00000 120.00| 40.00000 120.00ഀ
SIGN, DO NOT MOW OR SPRAY | | |ഀ
0039 628-09401 3.000 MOS | 1673.00000 5019.00| 2100.00000 6300.00| 3000.00000 9000.00ഀ
FIELD OFFICE, A | | |ഀ
0040 714-04875 110.000 LFT | 1650.00000 181500.00| 2200.00000 242000.00| 2220.00000 244200.00ഀ
CULVERT, PRECAST, REINFORCED CONCRETE | | |ഀ
BOX , 16 FT X 10 FT | | |ഀ
0041 801-04308 4.000 EACH | 325.00000 1300.00| 200.00000 800.00| 315.00000 1260.00ഀ
ROAD CLOSURE SIGN ASSEMBLY | | |ഀ
0042 801-06207 4000.000 LFT | 1.05000 4200.00| 0.84000 3360.00| 1.02000 4080.00ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
4 IN. | | |ഀ
0043 801-06625 36.000 EACH | 91.00000 3276.00| 55.00000 1980.00| 88.00000 3168.00ഀ
DETOUR ROUTE MARKER ASSEMBLY | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 225 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 225 CONTRACT ID : R -30530-A COUNTIES : PORTERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1058916 |( 2 ) 35-1489621 |( 3 ) 35-1106884ഀ
|WOODRUFF & SONS INC |HRP CONSTRUCTION INC |ELLAS CONSTRUCTION COMPANY INഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0044 801-06640 22.000 EACH | 109.00000 2398.00| 99.00000 2178.00| 105.00000 2310.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0045 801-06645 2.000 EACH | 39.00000 78.00| 50.00000 100.00| 38.00000 76.00ഀ
CONSTRUCTION SIGN, B | | |ഀ
0046 801-06775 LUMP | 975.00000 975.00| 13000.00000 13000.00| 200.00000 200.00ഀ
MAINTAINING TRAFFIC | | |ഀ
0047 801-07119 120.000 LFT | 10.50000 1260.00| 10.50000 1260.00| 10.25000 1230.00ഀ
BARRICADE, III-B | | |ഀ
0048 801-08401 840.000 LFT | 27.00000 22680.00| 32.00000 26880.00| 1.00000 840.00ഀ
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |ഀ
0049 808-06711 400.000 LFT | 0.23000 92.00| 0.45000 180.00| 0.22000 88.00ഀ
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |ഀ
0050 808-06713 1600.000 LFT | 0.23000 368.00| 0.30000 480.00| 0.22000 352.00ഀ
LINE, PAINT, SOLID, WHITE, 4 IN. | | |ഀ
0051 808-06714 2510.000 LFT | 0.23000 577.30| 0.30000 753.00| 0.22000 552.20ഀ
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |ഀ
0052 808-75998 11.000 EACH | 102.00000 1122.00| 65.60000 721.60| 99.00000 1089.00ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |ഀ
0053 306-08034 450.000 SYS | 3.80000 1710.00| 19.50000 8775.00| 12.00000 5400.00ഀ
MILLING, ASPHALT, 1 1/2 IN. | | |ഀ
0054 202-05545 992.000 CYS | 55.00000 54560.00| 70.77000 70203.84| 41.00000 40672.00ഀ
REGULATED MATERIALS, DISPOSE, C | | |ഀ
0055 202-05550 992.000 CYS | 3.00000 2976.00| 24.01000 23817.92| 37.00000 36704.00ഀ
REGULATED MATERIALS, REMOVE, C | | |ഀ
0056 202-05555 992.000 CYS | 19.00000 18848.00| 63.00000 62496.00| 35.00000 34720.00ഀ
REGULATED MATERIALS, TRANSPORT, C | | |ഀ
0057 202-07603 2.000 EACH | 1995.00000 3990.00| 2000.00000 4000.00| 1200.00000 2400.00ഀ
TESTING FOR WASTE, C | | |ഀ
SECTION TOTALS | $ 504,902.31| $ 718,820.84| $ 719,655.43ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 504,902.31| $ 718,820.84| $ 719,655.43ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 241 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 241 CONTRACT ID : R -31041-A COUNTIES : JACKSONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
DESCRIPTION : CONCRETE PAVEMENT RESTORATION COMPLETION DATE : 09/30/09ഀ
LOCATION : ON I-65 SB AT US 31 PROJECT(S) : 0800373ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-1357381 DAVE OMARA CONTRACTOR INC $ 226,720.50 100.0000%ഀ
2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 239,900.00 105.8131%ഀ
3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 282,500.00 124.6028%ഀ
4 35-0918397 RIETH RILEY CONSTRUCTION $ 303,200.00 133.7329%ഀ
5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 364,452.63 160.7497%ഀ
6 35-0999231 HUNT PAVING COMPANY INC $ 453,757.48 200.1396%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 241 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 241 CONTRACT ID : R -31041-A COUNTIES : JACKSONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-1357381 |( 2 ) 35-1151771 |( 3 ) 35-2040801ഀ
|DAVE OMARA CONTRACTOR INC |CALUMET CIVIL CONTRACTORS IN |GOHMANN ASPHALT & CONSTRUCTIOഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 CONCRETE PAVEMENT RESTORATIONഀ
| | |ഀ
0001 105-06845 LUMP | 1200.00000 1200.00| 2500.00000 2500.00| 4000.00000 4000.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 105-08520 2.000 EACH | 190.00000 380.00| 150.00000 300.00| 225.00000 450.00ഀ
CELLULAR TELEPHONE/RADIO | | |ഀ
0003 105-08521 8.000 MOS | 220.00000 1760.00| 150.00000 1200.00| 145.00000 1160.00ഀ
CELLULAR TELEPHONE/RADIO SERVICE | | |ഀ
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |ഀ
MINUTES | | |ഀ
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0010 110-01001 LUMP | 11000.00000 11000.00| 12000.00000 12000.00| 14000.00000 14000.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0011 203-02000 244.000 CYS | 19.00000 4636.00| 40.00000 9760.00| 25.00000 6100.00ഀ
EXCAVATION, COMMON | | |ഀ
0012 207-08262 1142.000 SYS | 16.50000 18843.00| 12.00000 13704.00| 18.00000 20556.00ഀ
SUBGRADE TREATMENT, TYPE I | | |ഀ
0013 303-01180 406.000 TON | 18.50000 7511.00| 15.00000 6090.00| 25.00000 10150.00ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
0014 303-07449 30.000 TON | 25.00000 750.00| 40.00000 1200.00| 50.00000 1500.00ഀ
COMPACTED AGGREGATE, NO. 73 | | |ഀ
0015 402-07434 44.000 TON | 125.00000 5500.00| 130.00000 5720.00| 90.00000 3960.00ഀ
HMA SURFACE, TYPE C | | |ഀ
0016 402-07439 73.000 TON | 85.00000 6205.00| 100.00000 7300.00| 88.00000 6424.00ഀ
HMA INTERMEDIATE, TYPE C | | |ഀ
0017 402-07442 367.000 TON | 52.00000 19084.00| 90.00000 33030.00| 87.00000 31929.00ഀ
HMA BASE, TYPE C | | |ഀ
0018 406-05520 0.600 TON | 600.00000 360.00| 100.00000 60.00| 550.00000 330.00ഀ
ASPHALT FOR TACK COAT | | |ഀ
0019 503-03489 176.000 EACH | 21.50000 3784.00| 18.00000 3168.00| 20.00000 3520.00ഀ
RETROFITTED TIE BARS | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 241 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 241 CONTRACT ID : R -31041-A COUNTIES : JACKSONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1357381 |( 2 ) 35-1151771 |( 3 ) 35-2040801ഀ
|DAVE OMARA CONTRACTOR INC |CALUMET CIVIL CONTRACTORS IN |GOHMANN ASPHALT & CONSTRUCTIOഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0020 503-05240 297.000 LFT | 14.50000 4306.50| 15.00000 4455.00| 15.50000 4603.50ഀ
D-1 CONTRACTION JOINT | | |ഀ
0021 506-06333 609.000 SYS | 90.00000 54810.00| 80.00000 48720.00| 100.00000 60900.00ഀ
PCCP PATCHING, FULL DEPTH | | |ഀ
0022 606-07484 800.000 LFT | 5.00000 4000.00| 5.00000 4000.00| 4.75000 3800.00ഀ
MILLED HMA SHOULDER CORRUGATIONS | | |ഀ
0023 621-06559 200.000 SYS | 1.70000 340.00| 5.00000 1000.00| 3.50000 700.00ഀ
MULCHED SEEDING, R | | |ഀ
0024 628-09402 4.000 MOS | 1700.00000 6800.00| 2500.00000 10000.00| 1700.00000 6800.00ഀ
FIELD OFFICE, B | | |ഀ
0025 628-09407 8.000 MOS | 400.00000 3200.00| 350.00000 2800.00| 350.00000 2800.00ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , 2 EACH | | |ഀ
0026 801-01093 4.000 EACH | 550.00000 2200.00| 521.00000 2084.00| 495.00000 1980.00ഀ
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |ഀ
ASSEMBLY | | |ഀ
0027 801-03290 2.000 EACH | 180.00000 360.00| 173.67000 347.34| 165.00000 330.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0028 801-04746 2.000 EACH | 4000.00000 8000.00| 4400.00000 8800.00| 2200.00000 4400.00ഀ
ENERGY ABSORBING TERMINAL, CZ | | |ഀ
0029 801-06207 4600.000 LFT | 1.10000 5060.00| 1.00000 4600.00| 1.00000 4600.00ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
4 IN. | | |ഀ
0030 801-06640 34.000 EACH | 140.00000 4760.00| 131.57000 4473.38| 125.00000 4250.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0031 801-06645 4.000 EACH | 75.00000 300.00| 68.42000 273.68| 65.00000 260.00ഀ
CONSTRUCTION SIGN, B | | |ഀ
0032 801-06710 60.000 DAY | 21.00000 1260.00| 21.05000 1263.00| 20.00000 1200.00ഀ
FLASHING ARROW SIGN | | |ഀ
0033 801-06775 LUMP | 5000.00000 5000.00| 4929.40000 4929.40| 25660.50000 25660.50ഀ
MAINTAINING TRAFFIC | | |ഀ
0034 801-08401 150.000 LFT | 28.00000 4200.00| 30.00000 4500.00| 25.00000 3750.00ഀ
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |ഀ
0035 801-08508 940.000 LFT | 31.00000 29140.00| 32.00000 30080.00| 45.00000 42300.00ഀ
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |ഀ
ANCHORED | | |ഀ
0037 801-09133 2.000 EACH | 2600.00000 5200.00| 2626.05000 5252.10| 2495.00000 4990.00ഀ
TEMPORARY CHANGEABLE MESSAGE SIGN | | |ഀ
0038 808-06711 800.000 LFT | 0.45000 360.00| 0.44000 352.00| 0.42000 336.00ഀ
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |ഀ
0039 808-06713 2600.000 LFT | 0.45000 1170.00| 0.44000 1144.00| 0.42000 1092.00ഀ
LINE, PAINT, SOLID, WHITE, 4 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 241 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 241 CONTRACT ID : R -31041-A COUNTIES : JACKSONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1357381 |( 2 ) 35-1151771 |( 3 ) 35-2040801ഀ
|DAVE OMARA CONTRACTOR INC |CALUMET CIVIL CONTRACTORS IN |GOHMANN ASPHALT & CONSTRUCTIOഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0040 808-06714 2600.000 LFT | 0.45000 1170.00| 0.44000 1144.00| 0.42000 1092.00ഀ
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |ഀ
0041 808-06716 2100.000 LFT | 0.85000 1785.00| 0.67000 1407.00| 0.64000 1344.00ഀ
LINE, REMOVE | | |ഀ
0042 808-75998 30.000 EACH | 55.00000 1650.00| 49.57000 1487.10| 26.90000 807.00ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |ഀ
0043 808-75996 30.000 EACH | 21.00000 630.00| 25.00000 750.00| 14.00000 420.00ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |ഀ
REMOVE | | |ഀ
SECTION TOTALS | $ 226,720.50| $ 239,900.00| $ 282,500.00ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 226,720.50| $ 239,900.00| $ 282,500.00ഀ
====================================================================================================================================ഀ
ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 241 -5ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 241 CONTRACT ID : R -31041-A COUNTIES : JACKSONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-0918397 |( 5 ) 35-1618530 |( 6 ) 35-0999231ഀ
|RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVI |HUNT PAVING COMPANY INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 CONCRETE PAVEMENT RESTORATIONഀ
| | |ഀ
0001 105-06845 LUMP | 1500.00000 1500.00| 4000.00000 4000.00| 1500.00000 1500.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 105-08520 2.000 EACH | 100.00000 200.00| 350.00000 700.00| 150.00000 300.00ഀ
CELLULAR TELEPHONE/RADIO | | |ഀ
0003 105-08521 8.000 MOS | 100.00000 800.00| 75.00000 600.00| 100.00000 800.00ഀ
CELLULAR TELEPHONE/RADIO SERVICE | | |ഀ
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |ഀ
MINUTES | | |ഀ
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0010 110-01001 LUMP | 19981.00000 19981.00| 18222.63000 18222.63| 42000.00000 42000.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0011 203-02000 244.000 CYS | 45.00000 10980.00| 40.00000 9760.00| 150.00000 36600.00ഀ
EXCAVATION, COMMON | | |ഀ
0012 207-08262 1142.000 SYS | 28.00000 31976.00| 30.00000 34260.00| 33.00000 37686.00ഀ
SUBGRADE TREATMENT, TYPE I | | |ഀ
0013 303-01180 406.000 TON | 21.00000 8526.00| 35.00000 14210.00| 26.00000 10556.00ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
0014 303-07449 30.000 TON | 45.00000 1350.00| 50.00000 1500.00| 78.00000 2340.00ഀ
COMPACTED AGGREGATE, NO. 73 | | |ഀ
0015 402-07434 44.000 TON | 100.00000 4400.00| 150.00000 6600.00| 150.00000 6600.00ഀ
HMA SURFACE, TYPE C | | |ഀ
0016 402-07439 73.000 TON | 90.00000 6570.00| 100.00000 7300.00| 100.00000 7300.00ഀ
HMA INTERMEDIATE, TYPE C | | |ഀ
0017 402-07442 367.000 TON | 65.00000 23855.00| 60.00000 22020.00| 60.00000 22020.00ഀ
HMA BASE, TYPE C | | |ഀ
0018 406-05520 0.600 TON | 550.00000 330.00| 600.00000 360.00| 600.00000 360.00ഀ
ASPHALT FOR TACK COAT | | |ഀ
0019 503-03489 176.000 EACH | 18.00000 3168.00| 50.00000 8800.00| 22.00000 3872.00ഀ
RETROFITTED TIE BARS | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 241 -6ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 241 CONTRACT ID : R -31041-A COUNTIES : JACKSONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-0918397 |( 5 ) 35-1618530 |( 6 ) 35-0999231ഀ
|RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVI |HUNT PAVING COMPANY INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0020 503-05240 297.000 LFT | 18.00000 5346.00| 10.00000 2970.00| 19.00000 5643.00ഀ
D-1 CONTRACTION JOINT | | |ഀ
0021 506-06333 609.000 SYS | 105.00000 63945.00| 150.00000 91350.00| 150.00000 91350.00ഀ
PCCP PATCHING, FULL DEPTH | | |ഀ
0022 606-07484 800.000 LFT | 9.00000 7200.00| 4.75000 3800.00| 5.00000 4000.00ഀ
MILLED HMA SHOULDER CORRUGATIONS | | |ഀ
0023 621-06559 200.000 SYS | 5.00000 1000.00| 2.00000 400.00| 5.00000 1000.00ഀ
MULCHED SEEDING, R | | |ഀ
0024 628-09402 4.000 MOS | 2600.00000 10400.00| 3000.00000 12000.00| 2500.00000 10000.00ഀ
FIELD OFFICE, B | | |ഀ
0025 628-09407 8.000 MOS | 250.00000 2000.00| 350.00000 2800.00| 325.00000 2600.00ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , 2 EACH | | |ഀ
0026 801-01093 4.000 EACH | 1100.00000 4400.00| 495.00000 1980.00| 1246.38000 4985.52ഀ
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |ഀ
ASSEMBLY | | |ഀ
0027 801-03290 2.000 EACH | 295.00000 590.00| 165.00000 330.00| 334.26000 668.52ഀ
CONSTRUCTION SIGN, C | | |ഀ
0028 801-04746 2.000 EACH | 2800.00000 5600.00| 10000.00000 20000.00| 3172.60000 6345.20ഀ
ENERGY ABSORBING TERMINAL, CZ | | |ഀ
0029 801-06207 4600.000 LFT | 1.00000 4600.00| 0.95000 4370.00| 1.96000 9016.00ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
4 IN. | | |ഀ
0030 801-06640 34.000 EACH | 115.00000 3910.00| 125.00000 4250.00| 130.31000 4430.54ഀ
CONSTRUCTION SIGN, A | | |ഀ
0031 801-06645 4.000 EACH | 60.00000 240.00| 65.00000 260.00| 67.99000 271.96ഀ
CONSTRUCTION SIGN, B | | |ഀ
0032 801-06710 60.000 DAY | 20.00000 1200.00| 20.00000 1200.00| 22.68000 1360.80ഀ
FLASHING ARROW SIGN | | |ഀ
0033 801-06775 LUMP | 15000.00000 15000.00| 13000.00000 13000.00| 45000.00000 45000.00ഀ
MAINTAINING TRAFFIC | | |ഀ
0034 801-08401 150.000 LFT | 50.00000 7500.00| 60.00000 9000.00| 70.00000 10500.00ഀ
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |ഀ
0035 801-08508 940.000 LFT | 50.00000 47000.00| 60.00000 56400.00| 78.00000 73320.00ഀ
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |ഀ
ANCHORED | | |ഀ
0037 801-09133 2.000 EACH | 2400.00000 4800.00| 2495.00000 4990.00| 2719.37000 5438.74ഀ
TEMPORARY CHANGEABLE MESSAGE SIGN | | |ഀ
0038 808-06711 800.000 LFT | 0.28000 224.00| 0.42000 336.00| 0.32000 256.00ഀ
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |ഀ
0039 808-06713 2600.000 LFT | 0.28000 728.00| 0.42000 1092.00| 0.32000 832.00ഀ
LINE, PAINT, SOLID, WHITE, 4 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 241 -7ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 241 CONTRACT ID : R -31041-A COUNTIES : JACKSONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-0918397 |( 5 ) 35-1618530 |( 6 ) 35-0999231ഀ
|RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVI |HUNT PAVING COMPANY INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0040 808-06714 2600.000 LFT | 0.28000 728.00| 0.42000 1092.00| 0.32000 832.00ഀ
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |ഀ
0041 808-06716 2100.000 LFT | 1.00000 2100.00| 0.64000 1344.00| 1.13000 2373.00ഀ
LINE, REMOVE | | |ഀ
0042 808-75998 30.000 EACH | 26.90000 807.00| 75.00000 2250.00| 30.48000 914.40ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |ഀ
0043 808-75996 30.000 EACH | 8.00000 240.00| 30.00000 900.00| 22.66000 679.80ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |ഀ
REMOVE | | |ഀ
SECTION TOTALS | $ 303,200.00| $ 364,452.63| $ 453,757.48ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 303,200.00| $ 364,452.63| $ 453,757.48ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 251 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 251 CONTRACT ID : R -31051-A COUNTIES : SHELBYഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
DESCRIPTION : PCCP PATCHING COMPLETION DATE : 09/22/09ഀ
LOCATION : ON SR 252 AT INTERCHANGE WITH I-65 PROJECT(S) : 0800382ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-1917625 MILESTONE CONTRACTORS LP $ 241,352.00 100.0000%ഀ
2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 242,700.90 100.5589%ഀ
3 38-1892125 KELCRIS CORPORATION $ 259,597.36 107.5596%ഀ
4 35-0918397 RIETH RILEY CONSTRUCTION $ 263,000.00 108.9695%ഀ
5 35-1139301 E & B PAVING INC $ 269,450.00 111.6419%ഀ
6 35-0999231 HUNT PAVING COMPANY INC $ 298,196.66 123.5526%ഀ
7 35-1357381 DAVE OMARA CONTRACTOR INC $ 326,389.40 135.2338%ഀ
8 35-0175870 BERNS CONSTRUCTION COMPANY INC $ 330,586.60 136.9728%ഀ
9 35-1618530 AMERICAN CONTRACTING & SERVICES $ 446,349.89 184.9373%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 251 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 251 CONTRACT ID : R -31051-A COUNTIES : SHELBYഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 38-1892125ഀ
|MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |KELCRIS CORPORATIONഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 PCCP PATCHINGഀ
| | |ഀ
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0005 110-01001 LUMP | 11000.00000 11000.00| 10000.00000 10000.00| 22025.00000 22025.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0006 303-01180 176.000 TON | 29.00000 5104.00| 20.00000 3520.00| 0.01000 1.76ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
0007 503-03489 250.000 EACH | 6.85000 1712.50| 24.00000 6000.00| 6.70000 1675.00ഀ
RETROFITTED TIE BARS | | |ഀ
0008 503-05240 500.000 LFT | 14.00000 7000.00| 17.00000 8500.00| 7.35000 3675.00ഀ
D-1 CONTRACTION JOINT | | |ഀ
0009 506-06333 1924.000 SYS | 78.00000 150072.00| 90.00000 173160.00| 107.00000 205868.00ഀ
PCCP PATCHING, FULL DEPTH | | |ഀ
0010 506-06334 50.000 SYS | 215.00000 10750.00| 189.00000 9450.00| 185.00000 9250.00ഀ
PCCP PATCHING, PARTIAL DEPTH | | |ഀ
0011 507-07482 200.000 LFT | 1.35000 270.00| 1.29000 258.00| 2.90000 580.00ഀ
CRACKS AND JOINTS IN PCCP, ROUT AND SEA | | |ഀ
0012 628-09401 4.000 MOS | 2200.00000 8800.00| 1300.00000 5200.00| 100.00000 400.00ഀ
FIELD OFFICE, A | | |ഀ
0013 628-09407 4.000 MOS | 625.00000 2500.00| 250.00000 1000.00| 100.00000 400.00ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , ONE EACH | | |ഀ
0014 801-03290 4.000 EACH | 150.00000 600.00| 145.00000 580.00| 145.00000 580.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0015 801-06207 300.000 LFT | 3.70000 1110.00| 1.50000 450.00| 1.50000 450.00ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
4 IN. | | |ഀ
0016 801-06640 30.000 EACH | 125.00000 3750.00| 120.00000 3600.00| 120.00000 3600.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0017 801-06645 2.000 EACH | 50.00000 100.00| 45.00000 90.00| 45.00000 90.00ഀ
CONSTRUCTION SIGN, B | | |ഀ
0019 801-06775 LUMP | 31689.98000 31689.98| 14250.00000 14250.00| 4495.00000 4495.00ഀ
MAINTAINING TRAFFIC | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 251 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 251 CONTRACT ID : R -31051-A COUNTIES : SHELBYഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 38-1892125ഀ
|MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |KELCRIS CORPORATIONഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0020 808-06712 451.000 LFT | 0.37000 166.87| 0.65000 293.15| 0.35000 157.85ഀ
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |ഀ
0021 808-06713 3608.000 LFT | 0.37000 1334.96| 0.35000 1262.80| 0.35000 1262.80ഀ
LINE, PAINT, SOLID, WHITE, 4 IN. | | |ഀ
0022 808-06714 237.000 LFT | 0.37000 87.69| 0.35000 82.95| 0.35000 82.95ഀ
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |ഀ
0023 801-09133 2.000 EACH | 2650.00000 5300.00| 2500.00000 5000.00| 2500.00000 5000.00ഀ
TEMPORARY CHANGEABLE MESSAGE SIGN | | |ഀ
SECTION TOTALS | $ 241,352.00| $ 242,700.90| $ 259,597.36ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 241,352.00| $ 242,700.90| $ 259,597.36ഀ
====================================================================================================================================ഀ
ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 251 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 251 CONTRACT ID : R -31051-A COUNTIES : SHELBYഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-0918397 |( 5 ) 35-1139301 |( 6 ) 35-0999231ഀ
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |HUNT PAVING COMPANY INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 PCCP PATCHINGഀ
| | |ഀ
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0005 110-01001 LUMP | 12830.40000 12830.40| 13450.00000 13450.00| 15000.00000 15000.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0006 303-01180 176.000 TON | 40.00000 7040.00| 50.00000 8800.00| 40.00000 7040.00ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
0007 503-03489 250.000 EACH | 12.00000 3000.00| 10.00000 2500.00| 13.00000 3250.00ഀ
RETROFITTED TIE BARS | | |ഀ
0008 503-05240 500.000 LFT | 13.00000 6500.00| 7.00000 3500.00| 11.00000 5500.00ഀ
D-1 CONTRACTION JOINT | | |ഀ
0009 506-06333 1924.000 SYS | 93.00000 178932.00| 106.00000 203944.00| 85.00000 163540.00ഀ
PCCP PATCHING, FULL DEPTH | | |ഀ
0010 506-06334 50.000 SYS | 250.00000 12500.00| 100.00000 5000.00| 200.00000 10000.00ഀ
PCCP PATCHING, PARTIAL DEPTH | | |ഀ
0011 507-07482 200.000 LFT | 2.00000 400.00| 8.25000 1650.00| 2.26000 452.00ഀ
CRACKS AND JOINTS IN PCCP, ROUT AND SEA | | |ഀ
0012 628-09401 4.000 MOS | 2400.00000 9600.00| 2000.00000 8000.00| 2585.82000 10343.28ഀ
FIELD OFFICE, A | | |ഀ
0013 628-09407 4.000 MOS | 250.00000 1000.00| 300.00000 1200.00| 282.71000 1130.84ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , ONE EACH | | |ഀ
0014 801-03290 4.000 EACH | 145.00000 580.00| 145.00000 580.00| 163.98000 655.92ഀ
CONSTRUCTION SIGN, C | | |ഀ
0015 801-06207 300.000 LFT | 1.40000 420.00| 1.60000 480.00| 2.43000 729.00ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
4 IN. | | |ഀ
0016 801-06640 30.000 EACH | 120.00000 3600.00| 120.00000 3600.00| 135.70000 4071.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0017 801-06645 2.000 EACH | 45.00000 90.00| 45.00000 90.00| 50.89000 101.78ഀ
CONSTRUCTION SIGN, B | | |ഀ
0019 801-06775 LUMP | 20000.00000 20000.00| 10148.40000 10148.40| 69006.24000 69006.24ഀ
MAINTAINING TRAFFIC | | |ഀ
0020 808-06712 451.000 LFT | 0.35000 157.85| 0.35000 157.85| 0.40000 180.40ഀ
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 251 -5ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 251 CONTRACT ID : R -31051-A COUNTIES : SHELBYഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-0918397 |( 5 ) 35-1139301 |( 6 ) 35-0999231ഀ
|RIETH RILEY CONSTRUCTION |E & B PAVING INC |HUNT PAVING COMPANY INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0021 808-06713 3608.000 LFT | 0.35000 1262.80| 0.35000 1262.80| 0.40000 1443.20ഀ
LINE, PAINT, SOLID, WHITE, 4 IN. | | |ഀ
0022 808-06714 237.000 LFT | 0.35000 82.95| 0.35000 82.95| 0.40000 94.80ഀ
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |ഀ
0023 801-09133 2.000 EACH | 2500.00000 5000.00| 2500.00000 5000.00| 2827.10000 5654.20ഀ
TEMPORARY CHANGEABLE MESSAGE SIGN | | |ഀ
SECTION TOTALS | $ 263,000.00| $ 269,450.00| $ 298,196.66ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 263,000.00| $ 269,450.00| $ 298,196.66ഀ
====================================================================================================================================ഀ
ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 251 -6ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 251 CONTRACT ID : R -31051-A COUNTIES : SHELBYഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 7 ) 35-1357381 |( 8 ) 35-0175870 |( 9 ) 35-1618530ഀ
|DAVE OMARA CONTRACTOR INC |BERNS CONSTRUCTION COMPANY I |AMERICAN CONTRACTING & SERVICഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 PCCP PATCHINGഀ
| | |ഀ
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0005 110-01001 LUMP | 16000.00000 16000.00| 16000.00000 16000.00| 22317.49000 22317.49ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0006 303-01180 176.000 TON | 50.00000 8800.00| 37.00000 6512.00| 55.00000 9680.00ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
0007 503-03489 250.000 EACH | 21.50000 5375.00| 19.00000 4750.00| 40.00000 10000.00ഀ
RETROFITTED TIE BARS | | |ഀ
0008 503-05240 500.000 LFT | 11.00000 5500.00| 14.00000 7000.00| 15.00000 7500.00ഀ
D-1 CONTRACTION JOINT | | |ഀ
0009 506-06333 1924.000 SYS | 104.00000 200096.00| 105.00000 202020.00| 150.00000 288600.00ഀ
PCCP PATCHING, FULL DEPTH | | |ഀ
0010 506-06334 50.000 SYS | 215.00000 10750.00| 305.00000 15250.00| 450.00000 22500.00ഀ
PCCP PATCHING, PARTIAL DEPTH | | |ഀ
0011 507-07482 200.000 LFT | 1.50000 300.00| 8.80000 1760.00| 2.50000 500.00ഀ
CRACKS AND JOINTS IN PCCP, ROUT AND SEA | | |ഀ
0012 628-09401 4.000 MOS | 1900.00000 7600.00| 3300.00000 13200.00| 3000.00000 12000.00ഀ
FIELD OFFICE, A | | |ഀ
0013 628-09407 4.000 MOS | 520.00000 2080.00| 825.00000 3300.00| 400.00000 1600.00ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , ONE EACH | | |ഀ
0014 801-03290 4.000 EACH | 160.00000 640.00| 145.00000 580.00| 160.00000 640.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0015 801-06207 300.000 LFT | 1.10000 330.00| 3.39000 1017.00| 3.30000 990.00ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
4 IN. | | |ഀ
0016 801-06640 30.000 EACH | 140.00000 4200.00| 120.00000 3600.00| 140.00000 4200.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0017 801-06645 2.000 EACH | 48.00000 96.00| 45.00000 90.00| 50.00000 100.00ഀ
CONSTRUCTION SIGN, B | | |ഀ
0019 801-06775 LUMP | 57500.00000 57500.00| 49000.00000 49000.00| 58000.00000 58000.00ഀ
MAINTAINING TRAFFIC | | |ഀ
0020 808-06712 451.000 LFT | 0.40000 180.40| 0.35000 157.85| 0.40000 180.40ഀ
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 251 -7ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 251 CONTRACT ID : R -31051-A COUNTIES : SHELBYഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 7 ) 35-1357381 |( 8 ) 35-0175870 |( 9 ) 35-1618530ഀ
|DAVE OMARA CONTRACTOR INC |BERNS CONSTRUCTION COMPANY I |AMERICAN CONTRACTING & SERVICഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0021 808-06713 3608.000 LFT | 0.40000 1443.20| 0.35000 1262.80| 0.40000 1443.20ഀ
LINE, PAINT, SOLID, WHITE, 4 IN. | | |ഀ
0022 808-06714 237.000 LFT | 0.40000 94.80| 0.35000 82.95| 0.40000 94.80ഀ
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |ഀ
0023 801-09133 2.000 EACH | 2700.00000 5400.00| 2500.00000 5000.00| 3000.00000 6000.00ഀ
TEMPORARY CHANGEABLE MESSAGE SIGN | | |ഀ
SECTION TOTALS | $ 326,389.40| $ 330,586.60| $ 446,349.89ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 326,389.40| $ 330,586.60| $ 446,349.89ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 261 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 261 CONTRACT ID : R -31605-A COUNTIES : LAKEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 08/31/10ഀ
LOCATION : ON BROAD STREET FROM 45TH AVENUE TO RIDGE ROAD PROJECT(S) : 0400713ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-1120685 WALSH & KELLY INC $ 3,559,252.51 100.0000%ഀ
2 35-1569222 GRIMMER CONSTRUCTION INC $ 3,658,431.33 102.7865%ഀ
3 35-0918397 RIETH RILEY CONSTRUCTION $ 3,818,712.36 107.2897%ഀ
4 35-1068009 DYER CONSTRUCTION CO $ 3,874,841.14 108.8667%ഀ
5 35-1035122 GARIUP CONSTRUCTION CO INC $ 4,167,000.00 117.0751%ഀ
6 35-1058916 WOODRUFF & SONS INC $ 4,336,024.39 121.8240%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 261 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 261 CONTRACT ID : R -31605-A COUNTIES : LAKEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-1120685 |( 2 ) 35-1569222 |( 3 ) 35-0918397ഀ
|WALSH & KELLY INC |GRIMMER CONSTRUCTION INC |RIETH RILEY CONSTRUCTIONഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 PAVEMENT REPLACEMENTഀ
| | |ഀ
0001 105-06845 LUMP | 21000.00000 21000.00| 35700.00000 35700.00| 35000.00000 35000.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, HMA | | |ഀ
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0008 110-01001 LUMP | 177000.00000 177000.00| 183000.00000 183000.00| 190935.61000 190935.61ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0009 201-52370 LUMP | 72000.00000 72000.00| 35000.00000 35000.00| 38187.12000 38187.12ഀ
CLEARING RIGHT OF WAY | | |ഀ
0010 202-01300 1.000 EACH | 2200.00000 2200.00| 2340.00000 2340.00| 2200.00000 2200.00ഀ
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |ഀ
0011 202-93763 31.000 EACH | 320.00000 9920.00| 341.00000 10571.00| 320.00000 9920.00ഀ
LIGHT STANDARD AND FOUNDATION, REMOVE | | |ഀ
0012 202-96151 LUMP | 1000.00000 1000.00| 1060.00000 1060.00| 1000.00000 1000.00ഀ
TRANSPORTATION OF SALVAGEABLE ITEMS | | |ഀ
0013 203-02000 11990.000 CYS | 18.75000 224812.50| 21.80000 261382.00| 17.50000 209825.00ഀ
EXCAVATION, COMMON | | |ഀ
0014 205-03371 100.000 CYS | 35.00000 3500.00| 3.00000 300.00| 15.00000 1500.00ഀ
SEDIMENT, REMOVE | | |ഀ
0015 205-06937 7692.000 LFT | 1.58000 12153.36| 1.00000 7692.00| 1.75000 13461.00ഀ
TEMPORARY SILT FENCE | | |ഀ
0016 207-08263 27107.000 SYS | 5.45000 147733.15| 4.80000 130113.60| 12.00000 325284.00ഀ
SUBGRADE TREATMENT, TYPE IA | | |ഀ
0017 207-08267 2830.000 SYS | 18.00000 50940.00| 7.80000 22074.00| 25.00000 70750.00ഀ
SUBGRADE TREATMENT, TYPE IIIA | | |ഀ
0018 211-09264 9266.000 CYS | 0.01000 92.66| 0.01000 92.66| 0.01000 92.66ഀ
STRUCTURE BACKFILL, TYPE 1 | | |ഀ
0019 301-07448 171.000 TON | 45.00000 7695.00| 24.20000 4138.20| 30.00000 5130.00ഀ
COMPACTED AGGREGATE, NO. 53, BASE | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 261 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 261 CONTRACT ID : R -31605-A COUNTIES : LAKEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1120685 |( 2 ) 35-1569222 |( 3 ) 35-0918397ഀ
|WALSH & KELLY INC |GRIMMER CONSTRUCTION INC |RIETH RILEY CONSTRUCTIONഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0021 401-07328 2154.000 TON | 64.00000 137856.00| 64.00000 137856.00| 79.00000 170166.00ഀ
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |ഀ
0022 401-07398 3590.000 TON | 54.00000 193860.00| 54.00000 193860.00| 58.00000 208220.00ഀ
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |ഀ
0023 401-07408 5744.000 TON | 50.00000 287200.00| 50.00000 287200.00| 52.50000 301560.00ഀ
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |ഀ
0024 401-07424 4523.000 TON | 52.00000 235196.00| 52.00000 235196.00| 56.25000 254418.75ഀ
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |ഀ
0025 401-08333 4724.000 TON | 58.00000 273992.00| 58.00000 273992.00| 62.00000 292888.00ഀ
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |ഀ
mm | | |ഀ
0026 402-05498 21.000 TON | 140.00000 2940.00| 140.00000 2940.00| 132.00000 2772.00ഀ
HMA FOR PARKING AREA | | |ഀ
0027 402-07453 170.000 TON | 105.00000 17850.00| 75.00000 12750.00| 88.50000 15045.00ഀ
HMA FOR TEMPORARY PAVEMENT | | |ഀ
0028 406-05520 27.100 TON | 900.00000 24390.00| 900.00000 24390.00| 400.00000 10840.00ഀ
ASPHALT FOR TACK COAT | | |ഀ
0029 604-07899 7.000 SYS | 220.00000 1540.00| 139.00000 973.00| 175.00000 1225.00ഀ
CURB RAMP, CONCRETE, E | | |ഀ
0030 604-07900 56.000 SYS | 120.00000 6720.00| 121.00000 6776.00| 100.00000 5600.00ഀ
CURB RAMP, CONCRETE, F | | |ഀ
0031 604-07901 6.000 SYS | 250.00000 1500.00| 131.00000 786.00| 120.00000 720.00ഀ
CURB RAMP, CONCRETE, G | | |ഀ
0032 604-07902 15.000 SYS | 185.00000 2775.00| 177.00000 2655.00| 130.00000 1950.00ഀ
CURB RAMP, CONCRETE, H | | |ഀ
0033 604-07903 22.000 SYS | 185.00000 4070.00| 94.90000 2087.80| 100.00000 2200.00ഀ
CURB RAMP, CONCRETE, K | | |ഀ
0034 604-44251 2.000 CYS | 1200.00000 2400.00| 432.00000 864.00| 700.00000 1400.00ഀ
STEPS, CONCRETE | | |ഀ
0035 604-91531 4454.000 SYS | 40.00000 178160.00| 40.00000 178160.00| 38.50000 171479.00ഀ
SIDEWALK, CONCRETE, 4 IN. | | |ഀ
0036 605-52807 6062.000 LFT | 19.75000 119724.50| 17.80000 107903.60| 15.00000 90930.00ഀ
CURB AND GUTTER, COMBINED | | |ഀ
0037 610-07486 500.000 TON | 80.00000 40000.00| 80.00000 40000.00| 76.00000 38000.00ഀ
HMA FOR APPROACHES, TYPE A | | |ഀ
0038 610-08446 1914.000 SYS | 52.00000 99528.00| 44.20000 84598.80| 69.00000 132066.00ഀ
PCCP FOR APPROACHES, 6 IN. | | |ഀ
0039 610-09108 894.000 SYS | 67.00000 59898.00| 61.00000 54534.00| 73.00000 65262.00ഀ
PCCP FOR APPROACHES, 9 IN. | | |ഀ
0040 611-06497 5.000 EACH | 225.00000 1125.00| 222.00000 1110.00| 250.00000 1250.00ഀ
MAILBOX ASSEMBLY, SINGLE | | |ഀ
0041 615-06505 4.000 EACH | 870.00000 3480.00| 838.00000 3352.00| 700.00000 2800.00ഀ
MONUMENT, B | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 261 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 261 CONTRACT ID : R -31605-A COUNTIES : LAKEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1120685 |( 2 ) 35-1569222 |( 3 ) 35-0918397ഀ
|WALSH & KELLY INC |GRIMMER CONSTRUCTION INC |RIETH RILEY CONSTRUCTIONഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0042 616-02320 65.000 SYS | 3.48000 226.20| 0.90000 58.50| 2.00000 130.00ഀ
GEOTEXTILES | | |ഀ
0043 616-06405 33.000 TON | 70.00000 2310.00| 74.40000 2455.20| 60.00000 1980.00ഀ
RIPRAP, REVETMENT | | |ഀ
0044 621-01004 4.000 EACH | 485.00000 1940.00| 516.00000 2064.00| 485.00000 1940.00ഀ
MOBILIZATION AND DEMOBILIZATION FOR | | |ഀ
SEEDING | | |ഀ
0045 621-06545 0.210 TON | 1715.00000 360.15| 1830.00000 384.30| 1715.00000 360.15ഀ
FERTILIZER | | |ഀ
0046 621-06557 164.000 LBS | 4.15000 680.60| 4.40000 721.60| 4.15000 680.60ഀ
SEED MIXTURE, T | | |ഀ
0047 621-06565 4.100 TON | 510.00000 2091.00| 543.00000 2226.30| 510.00000 2091.00ഀ
MULCHING MATERIAL | | |ഀ
0048 621-06567 19.400 kGAL | 1.00000 19.40| 1.10000 21.34| 1.00000 19.40ഀ
WATER | | |ഀ
0049 621-06575 5389.000 SYS | 5.06000 27268.34| 8.50000 45806.50| 3.78000 20370.42ഀ
SODDING, NURSERY | | |ഀ
0050 628-09402 14.000 MOS | 3200.00000 44800.00| 2145.00000 30030.00| 3000.00000 42000.00ഀ
FIELD OFFICE, B | | |ഀ
0051 715-03025 1.000 EACH | 5300.00000 5300.00| 4270.00000 4270.00| 5300.00000 5300.00ഀ
SANITARY MANHOLE | | |ഀ
0052 715-05048 8082.000 LFT | 7.50000 60615.00| 10.10000 81628.20| 7.50000 60615.00ഀ
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |ഀ
0053 715-05149 1777.500 LFT | 40.00000 71100.00| 45.30000 80520.75| 40.00000 71100.00ഀ
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |ഀ
0054 715-05151 589.000 LFT | 42.00000 24738.00| 38.60000 22735.40| 42.00000 24738.00ഀ
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |ഀ
0055 715-05152 723.000 LFT | 52.00000 37596.00| 42.10000 30438.30| 52.00000 37596.00ഀ
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |ഀ
0056 715-05154 366.500 LFT | 55.00000 20157.50| 69.80000 25581.70| 55.00000 20157.50ഀ
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |ഀ
0057 715-05161 2415.500 LFT | 95.00000 229472.50| 128.00000 309184.00| 95.00000 229472.50ഀ
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |ഀ
0058 715-05409 60.000 LFT | 68.00000 4080.00| 119.00000 7140.00| 68.00000 4080.00ഀ
PIPE, SANITARY SEWER, 10 IN. | | |ഀ
0059 715-06004 1.000 EACH | 3000.00000 3000.00| 1930.00000 1930.00| 3000.00000 3000.00ഀ
CONCRETE ANCHOR, 48 IN. | | |ഀ
0060 715-96389 1.000 EACH | 1000.00000 1000.00| 854.00000 854.00| 1000.00000 1000.00ഀ
PIPE END SECTION, PRECAST CONCRETE, 24 | | |ഀ
IN. | | |ഀ
0061 718-06532 3000.000 LFT | 2.25000 6750.00| 0.60000 1800.00| 1.05000 3150.00ഀ
VIDEO INSPECTION FOR UNDERDRAINS | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 261 -5ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 261 CONTRACT ID : R -31605-A COUNTIES : LAKEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1120685 |( 2 ) 35-1569222 |( 3 ) 35-0918397ഀ
|WALSH & KELLY INC |GRIMMER CONSTRUCTION INC |RIETH RILEY CONSTRUCTIONഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0062 718-52610 730.000 CYS | 35.00000 25550.00| 20.50000 14965.00| 35.00000 25550.00ഀ
AGGREGATE FOR UNDERDRAINS | | |ഀ
0063 720-44000 37.000 EACH | 200.00000 7400.00| 452.00000 16724.00| 200.00000 7400.00ഀ
CASTING, ADJUST TO GRADE | | |ഀ
0064 720-44025 1.000 EACH | 400.00000 400.00| 672.00000 672.00| 400.00000 400.00ഀ
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |ഀ
0065 720-45080 2.000 EACH | 1300.00000 2600.00| 1920.00000 3840.00| 1300.00000 2600.00ഀ
INLET, S14 | | |ഀ
0066 720-45410 12.000 EACH | 1500.00000 18000.00| 2130.00000 25560.00| 1500.00000 18000.00ഀ
MANHOLE, C4 | | |ഀ
0067 720-93501 3.000 EACH | 5400.00000 16200.00| 5110.00000 15330.00| 5400.00000 16200.00ഀ
MANHOLE, L4 | | |ഀ
0068 720-94612 20.000 EACH | 3000.00000 60000.00| 3970.00000 79400.00| 3000.00000 60000.00ഀ
MANHOLE, K4 | | |ഀ
0069 720-94840 15.000 EACH | 75.00000 1125.00| 143.00000 2145.00| 75.00000 1125.00ഀ
CASTING, ADJUST TO GRADE, WATER VALVE | | |ഀ
0070 720-98174 59.000 EACH | 1800.00000 106200.00| 2030.00000 119770.00| 1800.00000 106200.00ഀ
INLET, B15 | | |ഀ
0071 720-98555 7.000 EACH | 1800.00000 12600.00| 2030.00000 14210.00| 1800.00000 12600.00ഀ
INLET, C15 | | |ഀ
0072 732-91742 3.000 EACH | 1600.00000 4800.00| 1410.00000 4230.00| 1600.00000 4800.00ഀ
FIRE HYDRANT , RELOCATE | | |ഀ
0073 732-94780 10.000 EACH | 550.00000 5500.00| 764.00000 7640.00| 550.00000 5500.00ഀ
WATER SERVICE CONNECTION , ADJUST | | |ഀ
0074 801-01504 6.000 EACH | 75.00000 450.00| 20.20000 121.20| 20.00000 120.00ഀ
TEMPORARY PAVEMENT MESSAGE MARKING, | | |ഀ
LANE INDICATION ARROW | | |ഀ
0075 801-01505 6.000 EACH | 75.00000 450.00| 29.80000 178.80| 30.00000 180.00ഀ
TEMPORARY PAVEMENT MESSAGE MARKINGS, | | |ഀ
WORD (ONLY) | | |ഀ
0076 801-02617 2.000 EACH | 1500.00000 3000.00| 1250.00000 2500.00| 500.00000 1000.00ഀ
TEMPORARY POLE, WOOD, WITH DOWN GUYS | | |ഀ
AND ANCHORS | | |ഀ
0077 801-03290 2.000 EACH | 225.00000 450.00| 239.00000 478.00| 225.00000 450.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0078 801-06203 31243.000 LFT | 0.17000 5311.31| 0.20000 6248.60| 0.17000 5311.31ഀ
TEMPORARY PAVEMENT MARKING, 4 IN. | | |ഀ
0079 801-06207 5305.000 LFT | 0.96000 5092.80| 1.00000 5305.00| 0.96000 5092.80ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
4 IN. | | |ഀ
0080 801-06211 2.000 EACH | 65.00000 130.00| 69.20000 138.40| 65.00000 130.00ഀ
TEMPORARY PAVEMENT MESSAGE MARKING, | | |ഀ
REMOVABLE, LANE INDICATION ARROW | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 261 -6ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 261 CONTRACT ID : R -31605-A COUNTIES : LAKEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1120685 |( 2 ) 35-1569222 |( 3 ) 35-0918397ഀ
|WALSH & KELLY INC |GRIMMER CONSTRUCTION INC |RIETH RILEY CONSTRUCTIONഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0081 801-06212 2.000 EACH | 85.00000 170.00| 90.50000 181.00| 85.00000 170.00ഀ
TEMPORARY PAVEMENT MESSAGE MARKING, | | |ഀ
REMOVABLE, WORD (ONLY) | | |ഀ
0082 801-06216 124.000 LFT | 2.75000 341.00| 2.90000 359.60| 2.75000 341.00ഀ
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |ഀ
24 IN. | | |ഀ
0083 801-06218 42.000 LFT | 6.76000 283.92| 6.10000 256.20| 5.76000 241.92ഀ
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |ഀ
REMOVABLE, 24 IN. | | |ഀ
0084 801-06539 LUMP | 8400.00000 8400.00| 8940.00000 8940.00| 8400.00000 8400.00ഀ
TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | |ഀ
MAINTAIN , PHASE 2A | | |ഀ
0085 801-06539 LUMP | 1842.00000 1842.00| 1960.00000 1960.00| 1842.00000 1842.00ഀ
TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | |ഀ
MAINTAIN , PHASE 2B | | |ഀ
0086 801-06539 LUMP | 2100.00000 2100.00| 2230.00000 2230.00| 2100.00000 2100.00ഀ
TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | |ഀ
MAINTAIN , PHASE 3A | | |ഀ
0087 801-06539 LUMP | 1200.00000 1200.00| 1280.00000 1280.00| 1200.00000 1200.00ഀ
TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | |ഀ
MAINTAIN , PHASE 3B | | |ഀ
0088 801-06640 33.000 EACH | 158.00000 5214.00| 168.00000 5544.00| 158.00000 5214.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0089 801-06645 12.000 EACH | 55.00000 660.00| 58.50000 702.00| 55.00000 660.00ഀ
CONSTRUCTION SIGN, B | | |ഀ
0090 801-06710 600.000 DAY | 4.86000 2916.00| 5.20000 3120.00| 4.86000 2916.00ഀ
FLASHING ARROW SIGN | | |ഀ
0091 801-06775 LUMP | 38000.00000 38000.00| 50800.00000 50800.00| 66000.00000 66000.00ഀ
MAINTAINING TRAFFIC | | |ഀ
0092 801-07119 192.000 LFT | 10.75000 2064.00| 11.40000 2188.80| 10.75000 2064.00ഀ
BARRICADE, III-B | | |ഀ
0093 801-94295 6.000 EACH | 145.00000 870.00| 154.00000 924.00| 145.00000 870.00ഀ
SIGNAL HEAD, RELOCATE | | |ഀ
0094 802-05701 270.000 LFT | 11.88000 3207.60| 12.60000 3402.00| 11.88000 3207.60ഀ
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |ഀ
BASE | | |ഀ
0095 802-76025 108.000 SFT | 13.20000 1425.60| 14.10000 1522.80| 13.20000 1425.60ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.080 IN. THICKNESS | | |ഀ
0096 802-76035 37.000 SFT | 13.40000 495.80| 14.30000 529.10| 13.40000 495.80ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.100 IN. THICKNESS | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 261 -7ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 261 CONTRACT ID : R -31605-A COUNTIES : LAKEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1120685 |( 2 ) 35-1569222 |( 3 ) 35-0918397ഀ
|WALSH & KELLY INC |GRIMMER CONSTRUCTION INC |RIETH RILEY CONSTRUCTIONഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0098 805-01842 7.000 EACH | 621.00000 4347.00| 661.00000 4627.00| 621.00000 4347.00ഀ
HANDHOLE, SIGNAL | | |ഀ
0099 805-01843 17.000 EACH | 145.00000 2465.00| 154.00000 2618.00| 145.00000 2465.00ഀ
SIGNAL HANDHOLE ADJUST TO GRADE | | |ഀ
0100 805-01844 1144.000 LFT | 12.21000 13968.24| 13.00000 14872.00| 12.21000 13968.24ഀ
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |ഀ
UNDERGROUND | | |ഀ
0101 805-02037 1.000 EACH | 3020.00000 3020.00| 3210.00000 3210.00| 3020.00000 3020.00ഀ
SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | |ഀ
0102 805-02069 1.000 EACH | 3100.00000 3100.00| 3300.00000 3300.00| 3100.00000 3100.00ഀ
SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | |ഀ
0103 805-02073 2.000 EACH | 3420.00000 6840.00| 3640.00000 7280.00| 3420.00000 6840.00ഀ
SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | |ഀ
0104 805-02087 LUMP | 500.00000 500.00| 532.00000 532.00| 500.00000 500.00ഀ
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |ഀ
EQUIPMENT | | |ഀ
0105 805-02152 8.000 EACH | 800.00000 6400.00| 851.00000 6808.00| 800.00000 6400.00ഀ
PEDESTRIAN SIGNAL HEAD WITH | | |ഀ
INTERNATIONAL SYMBOLS, 18 IN. | | |ഀ
0106 805-02373 3050.000 LFT | 3.00000 9150.00| 3.20000 9760.00| 3.00000 9150.00ഀ
INTERCONNECT CABLE, FIBER OPTIC | | |ഀ
0107 805-02595 4.000 EACH | 125.00000 500.00| 133.00000 532.00| 125.00000 500.00ഀ
CONTROLLER, RESET TIMING | | |ഀ
0108 805-06592 1252.000 LFT | 12.21000 15286.92| 13.00000 16276.00| 12.21000 15286.92ഀ
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |ഀ
0109 805-09042 2400.000 LFT | 0.68000 1632.00| 0.70000 1680.00| 0.68000 1632.00ഀ
POLE CIRCUIT CABLE | | |ഀ
0110 805-78109 1.000 EACH | 13840.00000 13840.00| 14700.00000 14700.00| 13840.00000 13840.00ഀ
CONTROLLER AND CABINET, SECONDARY, MENU | | |ഀ
DRIVEN, 8 PHASE | | |ഀ
0111 805-78205 8.000 EACH | 960.00000 7680.00| 1020.00000 8160.00| 960.00000 7680.00ഀ
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |ഀ
AMBER, GREEN | | |ഀ
0112 805-78445 1.000 EACH | 510.00000 510.00| 543.00000 543.00| 510.00000 510.00ഀ
SIGNAL SERVICE | | |ഀ
0113 805-78467 32.000 LFT | 2.00000 64.00| 2.10000 67.20| 2.00000 64.00ഀ
SIGNAL CABLE, 3C 8GA. | | |ഀ
0114 805-78470 1962.000 LFT | 0.40000 784.80| 0.40000 784.80| 0.40000 784.80ഀ
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |ഀ
0115 805-78480 453.000 LFT | 1.00000 453.00| 1.10000 498.30| 1.00000 453.00ഀ
SIGNAL CABLE, 3C 14GA. | | |ഀ
0116 805-78485 900.000 LFT | 1.12000 1008.00| 1.20000 1080.00| 1.12000 1008.00ഀ
SIGNAL CABLE, 5C 14GA. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 261 -8ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 261 CONTRACT ID : R -31605-A COUNTIES : LAKEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1120685 |( 2 ) 35-1569222 |( 3 ) 35-0918397ഀ
|WALSH & KELLY INC |GRIMMER CONSTRUCTION INC |RIETH RILEY CONSTRUCTIONഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0117 805-78490 437.000 LFT | 1.32000 576.84| 1.40000 611.80| 1.32000 576.84ഀ
SIGNAL CABLE, 7C 14GA. | | |ഀ
0118 805-78510 3330.000 LFT | 0.89000 2963.70| 0.90000 2997.00| 0.89000 2963.70ഀ
SIGNAL CABLE, 2C 16GA., SHIELDED | | |ഀ
0119 805-78785 6.000 EACH | 540.00000 3240.00| 575.00000 3450.00| 540.00000 3240.00ഀ
SIGNAL DETECTOR HOUSING | | |ഀ
0120 805-78795 657.000 LFT | 9.00000 5913.00| 9.60000 6307.20| 9.00000 5913.00ഀ
SAW CUT FOR ROADWAY LOOP AND SEALER | | |ഀ
0121 805-78925 1.000 EACH | 751.00000 751.00| 799.00000 799.00| 751.00000 751.00ഀ
CONTROLLER CABINET FOUNDATION, P1 | | |ഀ
0122 805-92504 14.000 EACH | 280.00000 3920.00| 298.00000 4172.00| 280.00000 3920.00ഀ
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |ഀ
0123 805-96121 8.000 EACH | 106.00000 848.00| 113.00000 904.00| 106.00000 848.00ഀ
PEDESTRIAN PUSH BUTTON AND SIGN | | |ഀ
0124 805-97237 1144.000 LFT | 8.40000 9609.60| 8.90000 10181.60| 8.40000 9609.60ഀ
WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | |ഀ
CONDUIT, 4 1/C | | |ഀ
0125 807-01603 2.000 EACH | 2988.00000 5976.00| 3180.00000 6360.00| 2988.00000 5976.00ഀ
SERVICE POINT, TYPE II | | |ഀ
0126 807-01878 24.000 EACH | 285.00000 6840.00| 303.00000 7272.00| 285.00000 6840.00ഀ
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |ഀ
SODIUM, 250 WATT | | |ഀ
0127 807-02193 24.000 EACH | 762.00000 18288.00| 811.00000 19464.00| 762.00000 18288.00ഀ
LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | |ഀ
8 FT. | | |ഀ
0128 807-04654 24.000 EACH | 1235.00000 29640.00| 1310.00000 31440.00| 1235.00000 29640.00ഀ
LIGHT POLE , 40 FT EMH, 6.0 FT MAST ARM | | |ഀ
0129 807-07580 3488.000 LFT | 8.40000 29299.20| 8.90000 31043.20| 8.40000 29299.20ഀ
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |ഀ
TRENCH, 4 1/C | | |ഀ
0130 807-86910 24.000 EACH | 20.00000 480.00| 21.30000 511.20| 20.00000 480.00ഀ
CONNECTOR KIT, UNFUSED | | |ഀ
0131 807-86915 24.000 EACH | 22.00000 528.00| 23.40000 561.60| 22.00000 528.00ഀ
CONNECTOR KIT, FUSED | | |ഀ
0132 807-86925 66.000 EACH | 24.00000 1584.00| 25.60000 1689.60| 24.00000 1584.00ഀ
MULTIPLE COMPRESSION FITTING, | | |ഀ
WATERPROOFED | | |ഀ
0133 807-86935 26.000 EACH | 23.00000 598.00| 24.50000 637.00| 23.00000 598.00ഀ
INSULATION LINK, WATERPROOFED | | |ഀ
0134 808-05866 17.400 SYS | 27.00000 469.80| 28.70000 499.38| 27.00000 469.80ഀ
PAVEMENT MESSAGE MARKING, REMOVE | | |ഀ
0135 808-05929 821.000 LFT | 0.52000 426.92| 0.60000 492.60| 0.52000 426.92ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
CROSSWALK LINE, 8 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 261 -9ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 261 CONTRACT ID : R -31605-A COUNTIES : LAKEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1120685 |( 2 ) 35-1569222 |( 3 ) 35-0918397ഀ
|WALSH & KELLY INC |GRIMMER CONSTRUCTION INC |RIETH RILEY CONSTRUCTIONഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0136 808-06368 296.000 LFT | 1.00000 296.00| 1.10000 325.60| 1.00000 296.00ഀ
TRANSVERSE MARKING, REMOVE | | |ഀ
0137 808-06701 2653.000 LFT | 0.29000 769.37| 0.30000 795.90| 0.29000 769.37ഀ
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |ഀ
IN. | | |ഀ
0138 808-06703 290.000 LFT | 0.29000 84.10| 0.30000 87.00| 0.29000 84.10ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0139 808-06716 2620.000 LFT | 0.39000 1021.80| 0.40000 1048.00| 0.39000 1021.80ഀ
LINE, REMOVE | | |ഀ
0140 808-75245 10759.000 LFT | 0.29000 3120.11| 0.30000 3227.70| 0.29000 3120.11ഀ
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |ഀ
IN. | | |ഀ
0141 808-75278 114.000 LFT | 1.78000 202.92| 1.90000 216.60| 1.78000 202.92ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |ഀ
0142 808-75297 186.000 LFT | 3.55000 660.30| 3.80000 706.80| 3.55000 660.30ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
STOP LINE, 24 IN. | | |ഀ
0143 808-75320 2.000 EACH | 70.00000 140.00| 74.50000 149.00| 70.00000 140.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, LANE INDICATION ARROW | | |ഀ
0144 808-75325 2.000 EACH | 98.00000 196.00| 104.00000 208.00| 98.00000 196.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, WORD (ONLY) | | |ഀ
0145 715-91361 300.000 LFT | 33.00000 9900.00| 35.00000 10500.00| 33.00000 9900.00ഀ
PIPE, PVC, 6 IN. , SDR 35 | | |ഀ
0146 715-92037 300.000 LFT | 32.00000 9600.00| 32.50000 9750.00| 32.00000 9600.00ഀ
PIPE, PVC, 4 IN. , SDR 35 | | |ഀ
0147 205-09543 100.000 TON | 45.00000 4500.00| 27.50000 2750.00| 25.00000 2500.00ഀ
NO 2 STONE | | |ഀ
0148 805-01816 2.000 EACH | 780.00000 1560.00| 830.00000 1660.00| 780.00000 1560.00ഀ
SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | |ഀ
X 8FT. | | |ഀ
0149 805-05698 2.000 EACH | 745.00000 1490.00| 793.00000 1586.00| 745.00000 1490.00ഀ
SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | |ഀ
X 2FT. 6 IN. X 7 FT. | | |ഀ
SECTION TOTALS | $ 3,559,252.51| $ 3,658,431.33| $ 3,818,712.36ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 3,559,252.51| $ 3,658,431.33| $ 3,818,712.36ഀ
====================================================================================================================================ഀ
ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 261 -10ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 261 CONTRACT ID : R -31605-A COUNTIES : LAKEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1068009 |( 5 ) 35-1035122 |( 6 ) 35-1058916ഀ
|DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO INC |WOODRUFF & SONS INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 PAVEMENT REPLACEMENTഀ
| | |ഀ
0001 105-06845 LUMP | 28000.00000 28000.00| 235000.00000 235000.00| 52000.00000 52000.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, HMA | | |ഀ
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0008 110-01001 LUMP | 190000.00000 190000.00| 192685.45000 192685.45| 131000.00000 131000.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0009 201-52370 LUMP | 38605.00000 38605.00| 78000.00000 78000.00| 60000.00000 60000.00ഀ
CLEARING RIGHT OF WAY | | |ഀ
0010 202-01300 1.000 EACH | 2200.00000 2200.00| 2400.00000 2400.00| 2400.00000 2400.00ഀ
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |ഀ
0011 202-93763 31.000 EACH | 320.00000 9920.00| 460.00000 14260.00| 350.00000 10850.00ഀ
LIGHT STANDARD AND FOUNDATION, REMOVE | | |ഀ
0012 202-96151 LUMP | 1000.00000 1000.00| 5000.00000 5000.00| 1100.00000 1100.00ഀ
TRANSPORTATION OF SALVAGEABLE ITEMS | | |ഀ
0013 203-02000 11990.000 CYS | 17.17000 205868.30| 18.00000 215820.00| 20.00000 239800.00ഀ
EXCAVATION, COMMON | | |ഀ
0014 205-03371 100.000 CYS | 22.41000 2241.00| 30.00000 3000.00| 25.00000 2500.00ഀ
SEDIMENT, REMOVE | | |ഀ
0015 205-06937 7692.000 LFT | 2.10000 16153.20| 2.00000 15384.00| 2.00000 15384.00ഀ
TEMPORARY SILT FENCE | | |ഀ
0016 207-08263 27107.000 SYS | 7.09000 192188.63| 5.50000 149088.50| 8.00000 216856.00ഀ
SUBGRADE TREATMENT, TYPE IA | | |ഀ
0017 207-08267 2830.000 SYS | 11.51000 32573.30| 8.50000 24055.00| 20.00000 56600.00ഀ
SUBGRADE TREATMENT, TYPE IIIA | | |ഀ
0018 211-09264 9266.000 CYS | 16.43000 152240.38| 28.00000 259448.00| 28.00000 259448.00ഀ
STRUCTURE BACKFILL, TYPE 1 | | |ഀ
0019 301-07448 171.000 TON | 21.59000 3691.89| 18.00000 3078.00| 50.00000 8550.00ഀ
COMPACTED AGGREGATE, NO. 53, BASE | | |ഀ
0021 401-07328 2154.000 TON | 64.00000 137856.00| 70.00000 150780.00| 91.00000 196014.00ഀ
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 261 -11ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 261 CONTRACT ID : R -31605-A COUNTIES : LAKEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1068009 |( 5 ) 35-1035122 |( 6 ) 35-1058916ഀ
|DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO INC |WOODRUFF & SONS INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0022 401-07398 3590.000 TON | 54.00000 193860.00| 60.00000 215400.00| 67.00000 240530.00ഀ
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |ഀ
0023 401-07408 5744.000 TON | 50.00000 287200.00| 54.00000 310176.00| 61.00000 350384.00ഀ
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |ഀ
0024 401-07424 4523.000 TON | 52.00000 235196.00| 55.00000 248765.00| 65.00000 293995.00ഀ
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |ഀ
0025 401-08333 4724.000 TON | 58.00000 273992.00| 64.00000 302336.00| 72.00000 340128.00ഀ
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |ഀ
mm | | |ഀ
0026 402-05498 21.000 TON | 140.00000 2940.00| 150.00000 3150.00| 150.00000 3150.00ഀ
HMA FOR PARKING AREA | | |ഀ
0027 402-07453 170.000 TON | 75.00000 12750.00| 85.00000 14450.00| 101.00000 17170.00ഀ
HMA FOR TEMPORARY PAVEMENT | | |ഀ
0028 406-05520 27.100 TON | 900.00000 24390.00| 1000.00000 27100.00| 450.00000 12195.00ഀ
ASPHALT FOR TACK COAT | | |ഀ
0029 604-07899 7.000 SYS | 126.00000 882.00| 250.00000 1750.00| 165.00000 1155.00ഀ
CURB RAMP, CONCRETE, E | | |ഀ
0030 604-07900 56.000 SYS | 109.70000 6143.20| 160.00000 8960.00| 160.00000 8960.00ഀ
CURB RAMP, CONCRETE, F | | |ഀ
0031 604-07901 6.000 SYS | 118.50000 711.00| 180.00000 1080.00| 135.00000 810.00ഀ
CURB RAMP, CONCRETE, G | | |ഀ
0032 604-07902 15.000 SYS | 162.00000 2430.00| 200.00000 3000.00| 135.00000 2025.00ഀ
CURB RAMP, CONCRETE, H | | |ഀ
0033 604-07903 22.000 SYS | 85.00000 1870.00| 150.00000 3300.00| 135.00000 2970.00ഀ
CURB RAMP, CONCRETE, K | | |ഀ
0034 604-44251 2.000 CYS | 250.00000 500.00| 2500.00000 5000.00| 675.00000 1350.00ഀ
STEPS, CONCRETE | | |ഀ
0035 604-91531 4454.000 SYS | 38.27000 170454.58| 55.00000 244970.00| 35.00000 155890.00ഀ
SIDEWALK, CONCRETE, 4 IN. | | |ഀ
0036 605-52807 6062.000 LFT | 17.93000 108691.66| 22.00000 133364.00| 22.50000 136395.00ഀ
CURB AND GUTTER, COMBINED | | |ഀ
0037 610-07486 500.000 TON | 80.00000 40000.00| 94.00000 47000.00| 87.00000 43500.00ഀ
HMA FOR APPROACHES, TYPE A | | |ഀ
0038 610-08446 1914.000 SYS | 38.75000 74167.50| 40.00000 76560.00| 50.00000 95700.00ഀ
PCCP FOR APPROACHES, 6 IN. | | |ഀ
0039 610-09108 894.000 SYS | 52.58000 47006.52| 55.00000 49170.00| 61.00000 54534.00ഀ
PCCP FOR APPROACHES, 9 IN. | | |ഀ
0040 611-06497 5.000 EACH | 250.00000 1250.00| 250.00000 1250.00| 280.00000 1400.00ഀ
MAILBOX ASSEMBLY, SINGLE | | |ഀ
0041 615-06505 4.000 EACH | 350.00000 1400.00| 900.00000 3600.00| 785.00000 3140.00ഀ
MONUMENT, B | | |ഀ
0042 616-02320 65.000 SYS | 5.31000 345.15| 10.00000 650.00| 8.50000 552.50ഀ
GEOTEXTILES | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 261 -12ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 261 CONTRACT ID : R -31605-A COUNTIES : LAKEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1068009 |( 5 ) 35-1035122 |( 6 ) 35-1058916ഀ
|DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO INC |WOODRUFF & SONS INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0043 616-06405 33.000 TON | 60.45000 1994.85| 85.00000 2805.00| 67.00000 2211.00ഀ
RIPRAP, REVETMENT | | |ഀ
0044 621-01004 4.000 EACH | 485.00000 1940.00| 300.00000 1200.00| 545.00000 2180.00ഀ
MOBILIZATION AND DEMOBILIZATION FOR | | |ഀ
SEEDING | | |ഀ
0045 621-06545 0.210 TON | 1715.00000 360.15| 4000.00000 840.00| 1900.00000 399.00ഀ
FERTILIZER | | |ഀ
0046 621-06557 164.000 LBS | 4.15000 680.60| 4.00000 656.00| 4.50000 738.00ഀ
SEED MIXTURE, T | | |ഀ
0047 621-06565 4.100 TON | 510.00000 2091.00| 1300.00000 5330.00| 570.00000 2337.00ഀ
MULCHING MATERIAL | | |ഀ
0048 621-06567 19.400 kGAL | 1.00000 19.40| 70.00000 1358.00| 1.10000 21.34ഀ
WATER | | |ഀ
0049 621-06575 5389.000 SYS | 4.78000 25759.42| 6.50000 35028.50| 5.50000 29639.50ഀ
SODDING, NURSERY | | |ഀ
0050 628-09402 14.000 MOS | 2304.24000 32259.36| 3300.00000 46200.00| 1700.00000 23800.00ഀ
FIELD OFFICE, B | | |ഀ
0051 715-03025 1.000 EACH | 4048.36000 4048.36| 4000.00000 4000.00| 8800.00000 8800.00ഀ
SANITARY MANHOLE | | |ഀ
0052 715-05048 8082.000 LFT | 11.80000 95367.60| 3.00000 24246.00| 16.00000 129312.00ഀ
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |ഀ
0053 715-05149 1777.500 LFT | 56.11000 99735.53| 26.00000 46215.00| 29.00000 51547.50ഀ
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |ഀ
0054 715-05151 589.000 LFT | 41.09000 24202.01| 28.00000 16492.00| 26.00000 15314.00ഀ
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |ഀ
0055 715-05152 723.000 LFT | 46.91000 33915.93| 32.00000 23136.00| 29.00000 20967.00ഀ
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |ഀ
0056 715-05154 366.500 LFT | 70.18000 25720.97| 40.00000 14660.00| 43.00000 15759.50ഀ
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |ഀ
0057 715-05161 2415.500 LFT | 123.90000 299280.45| 95.00000 229472.50| 87.00000 210148.50ഀ
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |ഀ
0058 715-05409 60.000 LFT | 125.27000 7516.20| 40.00000 2400.00| 132.00000 7920.00ഀ
PIPE, SANITARY SEWER, 10 IN. | | |ഀ
0059 715-06004 1.000 EACH | 1968.25000 1968.25| 3000.00000 3000.00| 3000.00000 3000.00ഀ
CONCRETE ANCHOR, 48 IN. | | |ഀ
0060 715-96389 1.000 EACH | 804.05000 804.05| 1400.00000 1400.00| 600.00000 600.00ഀ
PIPE END SECTION, PRECAST CONCRETE, 24 | | |ഀ
IN. | | |ഀ
0061 718-06532 3000.000 LFT | 1.05000 3150.00| 1.80000 5400.00| 1.50000 4500.00ഀ
VIDEO INSPECTION FOR UNDERDRAINS | | |ഀ
0062 718-52610 730.000 CYS | 21.44000 15651.20| 28.00000 20440.00| 19.00000 13870.00ഀ
AGGREGATE FOR UNDERDRAINS | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 261 -13ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 261 CONTRACT ID : R -31605-A COUNTIES : LAKEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1068009 |( 5 ) 35-1035122 |( 6 ) 35-1058916ഀ
|DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO INC |WOODRUFF & SONS INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0063 720-44000 37.000 EACH | 369.41000 13668.17| 350.00000 12950.00| 275.00000 10175.00ഀ
CASTING, ADJUST TO GRADE | | |ഀ
0064 720-44025 1.000 EACH | 599.83000 599.83| 800.00000 800.00| 500.00000 500.00ഀ
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |ഀ
0065 720-45080 2.000 EACH | 2251.54000 4503.08| 1900.00000 3800.00| 2200.00000 4400.00ഀ
INLET, S14 | | |ഀ
0066 720-45410 12.000 EACH | 2019.01000 24228.12| 2200.00000 26400.00| 2575.00000 30900.00ഀ
MANHOLE, C4 | | |ഀ
0067 720-93501 3.000 EACH | 7058.00000 21174.00| 6500.00000 19500.00| 9300.00000 27900.00ഀ
MANHOLE, L4 | | |ഀ
0068 720-94612 20.000 EACH | 3561.75000 71235.00| 4200.00000 84000.00| 6100.00000 122000.00ഀ
MANHOLE, K4 | | |ഀ
0069 720-94840 15.000 EACH | 268.22000 4023.30| 300.00000 4500.00| 250.00000 3750.00ഀ
CASTING, ADJUST TO GRADE, WATER VALVE | | |ഀ
0070 720-98174 59.000 EACH | 2927.48000 172721.32| 1600.00000 94400.00| 2300.00000 135700.00ഀ
INLET, B15 | | |ഀ
0071 720-98555 7.000 EACH | 2722.17000 19055.19| 1600.00000 11200.00| 2300.00000 16100.00ഀ
INLET, C15 | | |ഀ
0072 732-91742 3.000 EACH | 2709.17000 8127.51| 3000.00000 9000.00| 1350.00000 4050.00ഀ
FIRE HYDRANT , RELOCATE | | |ഀ
0073 732-94780 10.000 EACH | 1218.74000 12187.40| 1500.00000 15000.00| 2500.00000 25000.00ഀ
WATER SERVICE CONNECTION , ADJUST | | |ഀ
0074 801-01504 6.000 EACH | 42.00000 252.00| 50.00000 300.00| 110.00000 660.00ഀ
TEMPORARY PAVEMENT MESSAGE MARKING, | | |ഀ
LANE INDICATION ARROW | | |ഀ
0075 801-01505 6.000 EACH | 58.00000 348.00| 50.00000 300.00| 110.00000 660.00ഀ
TEMPORARY PAVEMENT MESSAGE MARKINGS, | | |ഀ
WORD (ONLY) | | |ഀ
0076 801-02617 2.000 EACH | 1200.00000 2400.00| 2000.00000 4000.00| 2800.00000 5600.00ഀ
TEMPORARY POLE, WOOD, WITH DOWN GUYS | | |ഀ
AND ANCHORS | | |ഀ
0077 801-03290 2.000 EACH | 225.00000 450.00| 250.00000 500.00| 330.00000 660.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0078 801-06203 31243.000 LFT | 0.17000 5311.31| 0.20000 6248.60| 0.25000 7810.75ഀ
TEMPORARY PAVEMENT MARKING, 4 IN. | | |ഀ
0079 801-06207 5305.000 LFT | 0.96000 5092.80| 1.20000 6366.00| 1.10000 5835.50ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
4 IN. | | |ഀ
0080 801-06211 2.000 EACH | 65.00000 130.00| 75.00000 150.00| 110.00000 220.00ഀ
TEMPORARY PAVEMENT MESSAGE MARKING, | | |ഀ
REMOVABLE, LANE INDICATION ARROW | | |ഀ
0081 801-06212 2.000 EACH | 85.00000 170.00| 95.00000 190.00| 110.00000 220.00ഀ
TEMPORARY PAVEMENT MESSAGE MARKING, | | |ഀ
REMOVABLE, WORD (ONLY) | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 261 -14ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 261 CONTRACT ID : R -31605-A COUNTIES : LAKEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1068009 |( 5 ) 35-1035122 |( 6 ) 35-1058916ഀ
|DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO INC |WOODRUFF & SONS INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0082 801-06216 124.000 LFT | 2.75000 341.00| 3.00000 372.00| 2.25000 279.00ഀ
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |ഀ
24 IN. | | |ഀ
0083 801-06218 42.000 LFT | 5.76000 241.92| 6.00000 252.00| 11.25000 472.50ഀ
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |ഀ
REMOVABLE, 24 IN. | | |ഀ
0084 801-06539 LUMP | 8400.00000 8400.00| 10000.00000 10000.00| 9400.00000 9400.00ഀ
TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | |ഀ
MAINTAIN , PHASE 2A | | |ഀ
0085 801-06539 LUMP | 1842.00000 1842.00| 2300.00000 2300.00| 2100.00000 2100.00ഀ
TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | |ഀ
MAINTAIN , PHASE 2B | | |ഀ
0086 801-06539 LUMP | 2100.00000 2100.00| 2300.00000 2300.00| 2300.00000 2300.00ഀ
TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | |ഀ
MAINTAIN , PHASE 3A | | |ഀ
0087 801-06539 LUMP | 1200.00000 1200.00| 2300.00000 2300.00| 1350.00000 1350.00ഀ
TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | |ഀ
MAINTAIN , PHASE 3B | | |ഀ
0088 801-06640 33.000 EACH | 158.00000 5214.00| 170.00000 5610.00| 225.00000 7425.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0089 801-06645 12.000 EACH | 55.00000 660.00| 65.00000 780.00| 55.00000 660.00ഀ
CONSTRUCTION SIGN, B | | |ഀ
0090 801-06710 600.000 DAY | 4.86000 2916.00| 6.00000 3600.00| 7.00000 4200.00ഀ
FLASHING ARROW SIGN | | |ഀ
0091 801-06775 LUMP | 46636.93000 46636.93| 45000.00000 45000.00| 55000.00000 55000.00ഀ
MAINTAINING TRAFFIC | | |ഀ
0092 801-07119 192.000 LFT | 10.75000 2064.00| 12.00000 2304.00| 15.00000 2880.00ഀ
BARRICADE, III-B | | |ഀ
0093 801-94295 6.000 EACH | 145.00000 870.00| 160.00000 960.00| 163.00000 978.00ഀ
SIGNAL HEAD, RELOCATE | | |ഀ
0094 802-05701 270.000 LFT | 11.88000 3207.60| 13.00000 3510.00| 13.00000 3510.00ഀ
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |ഀ
BASE | | |ഀ
0095 802-76025 108.000 SFT | 13.20000 1425.60| 15.00000 1620.00| 15.00000 1620.00ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.080 IN. THICKNESS | | |ഀ
0096 802-76035 37.000 SFT | 13.40000 495.80| 15.00000 555.00| 15.00000 555.00ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.100 IN. THICKNESS | | |ഀ
0098 805-01842 7.000 EACH | 621.00000 4347.00| 700.00000 4900.00| 700.00000 4900.00ഀ
HANDHOLE, SIGNAL | | |ഀ
0099 805-01843 17.000 EACH | 145.00000 2465.00| 160.00000 2720.00| 165.00000 2805.00ഀ
SIGNAL HANDHOLE ADJUST TO GRADE | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 261 -15ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 261 CONTRACT ID : R -31605-A COUNTIES : LAKEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1068009 |( 5 ) 35-1035122 |( 6 ) 35-1058916ഀ
|DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO INC |WOODRUFF & SONS INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0100 805-01844 1144.000 LFT | 12.21000 13968.24| 13.00000 14872.00| 14.00000 16016.00ഀ
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |ഀ
UNDERGROUND | | |ഀ
0101 805-02037 1.000 EACH | 3020.00000 3020.00| 3300.00000 3300.00| 3400.00000 3400.00ഀ
SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | |ഀ
0102 805-02069 1.000 EACH | 3100.00000 3100.00| 3400.00000 3400.00| 3450.00000 3450.00ഀ
SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | |ഀ
0103 805-02073 2.000 EACH | 3420.00000 6840.00| 3600.00000 7200.00| 3850.00000 7700.00ഀ
SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | |ഀ
0104 805-02087 LUMP | 500.00000 500.00| 600.00000 600.00| 560.00000 560.00ഀ
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |ഀ
EQUIPMENT | | |ഀ
0105 805-02152 8.000 EACH | 800.00000 6400.00| 900.00000 7200.00| 900.00000 7200.00ഀ
PEDESTRIAN SIGNAL HEAD WITH | | |ഀ
INTERNATIONAL SYMBOLS, 18 IN. | | |ഀ
0106 805-02373 3050.000 LFT | 3.00000 9150.00| 3.50000 10675.00| 3.30000 10065.00ഀ
INTERCONNECT CABLE, FIBER OPTIC | | |ഀ
0107 805-02595 4.000 EACH | 125.00000 500.00| 150.00000 600.00| 125.00000 500.00ഀ
CONTROLLER, RESET TIMING | | |ഀ
0108 805-06592 1252.000 LFT | 12.21000 15286.92| 13.00000 16276.00| 14.00000 17528.00ഀ
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |ഀ
0109 805-09042 2400.000 LFT | 0.68000 1632.00| 0.80000 1920.00| 1.00000 2400.00ഀ
POLE CIRCUIT CABLE | | |ഀ
0110 805-78109 1.000 EACH | 13840.00000 13840.00| 15000.00000 15000.00| 15500.00000 15500.00ഀ
CONTROLLER AND CABINET, SECONDARY, MENU | | |ഀ
DRIVEN, 8 PHASE | | |ഀ
0111 805-78205 8.000 EACH | 960.00000 7680.00| 1000.00000 8000.00| 1100.00000 8800.00ഀ
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |ഀ
AMBER, GREEN | | |ഀ
0112 805-78445 1.000 EACH | 510.00000 510.00| 570.00000 570.00| 575.00000 575.00ഀ
SIGNAL SERVICE | | |ഀ
0113 805-78467 32.000 LFT | 2.00000 64.00| 2.30000 73.60| 2.25000 72.00ഀ
SIGNAL CABLE, 3C 8GA. | | |ഀ
0114 805-78470 1962.000 LFT | 0.40000 784.80| 0.50000 981.00| 0.50000 981.00ഀ
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |ഀ
0115 805-78480 453.000 LFT | 1.00000 453.00| 2.00000 906.00| 1.10000 498.30ഀ
SIGNAL CABLE, 3C 14GA. | | |ഀ
0116 805-78485 900.000 LFT | 1.12000 1008.00| 1.30000 1170.00| 1.25000 1125.00ഀ
SIGNAL CABLE, 5C 14GA. | | |ഀ
0117 805-78490 437.000 LFT | 1.32000 576.84| 1.50000 655.50| 1.50000 655.50ഀ
SIGNAL CABLE, 7C 14GA. | | |ഀ
0118 805-78510 3330.000 LFT | 0.89000 2963.70| 1.00000 3330.00| 1.00000 3330.00ഀ
SIGNAL CABLE, 2C 16GA., SHIELDED | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 261 -16ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 261 CONTRACT ID : R -31605-A COUNTIES : LAKEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1068009 |( 5 ) 35-1035122 |( 6 ) 35-1058916ഀ
|DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO INC |WOODRUFF & SONS INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0119 805-78785 6.000 EACH | 540.00000 3240.00| 600.00000 3600.00| 600.00000 3600.00ഀ
SIGNAL DETECTOR HOUSING | | |ഀ
0120 805-78795 657.000 LFT | 9.00000 5913.00| 10.00000 6570.00| 10.00000 6570.00ഀ
SAW CUT FOR ROADWAY LOOP AND SEALER | | |ഀ
0121 805-78925 1.000 EACH | 751.00000 751.00| 140.00000 140.00| 845.00000 845.00ഀ
CONTROLLER CABINET FOUNDATION, P1 | | |ഀ
0122 805-92504 14.000 EACH | 280.00000 3920.00| 320.00000 4480.00| 315.00000 4410.00ഀ
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |ഀ
0123 805-96121 8.000 EACH | 106.00000 848.00| 120.00000 960.00| 120.00000 960.00ഀ
PEDESTRIAN PUSH BUTTON AND SIGN | | |ഀ
0124 805-97237 1144.000 LFT | 8.40000 9609.60| 9.00000 10296.00| 10.00000 11440.00ഀ
WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | |ഀ
CONDUIT, 4 1/C | | |ഀ
0125 807-01603 2.000 EACH | 2988.00000 5976.00| 3300.00000 6600.00| 3350.00000 6700.00ഀ
SERVICE POINT, TYPE II | | |ഀ
0126 807-01878 24.000 EACH | 285.00000 6840.00| 320.00000 7680.00| 320.00000 7680.00ഀ
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |ഀ
SODIUM, 250 WATT | | |ഀ
0127 807-02193 24.000 EACH | 762.00000 18288.00| 850.00000 20400.00| 850.00000 20400.00ഀ
LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | |ഀ
8 FT. | | |ഀ
0128 807-04654 24.000 EACH | 1235.00000 29640.00| 1300.00000 31200.00| 1400.00000 33600.00ഀ
LIGHT POLE , 40 FT EMH, 6.0 FT MAST ARM | | |ഀ
0129 807-07580 3488.000 LFT | 8.40000 29299.20| 9.00000 31392.00| 10.00000 34880.00ഀ
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |ഀ
TRENCH, 4 1/C | | |ഀ
0130 807-86910 24.000 EACH | 20.00000 480.00| 22.00000 528.00| 22.00000 528.00ഀ
CONNECTOR KIT, UNFUSED | | |ഀ
0131 807-86915 24.000 EACH | 22.00000 528.00| 24.00000 576.00| 25.00000 600.00ഀ
CONNECTOR KIT, FUSED | | |ഀ
0132 807-86925 66.000 EACH | 24.00000 1584.00| 26.00000 1716.00| 26.00000 1716.00ഀ
MULTIPLE COMPRESSION FITTING, | | |ഀ
WATERPROOFED | | |ഀ
0133 807-86935 26.000 EACH | 23.00000 598.00| 25.00000 650.00| 25.00000 650.00ഀ
INSULATION LINK, WATERPROOFED | | |ഀ
0134 808-05866 17.400 SYS | 27.00000 469.80| 30.00000 522.00| 22.00000 382.80ഀ
PAVEMENT MESSAGE MARKING, REMOVE | | |ഀ
0135 808-05929 821.000 LFT | 0.52000 426.92| 0.60000 492.60| 2.00000 1642.00ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
CROSSWALK LINE, 8 IN. | | |ഀ
0136 808-06368 296.000 LFT | 1.00000 296.00| 1.20000 355.20| 2.00000 592.00ഀ
TRANSVERSE MARKING, REMOVE | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 261 -17ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 261 CONTRACT ID : R -31605-A COUNTIES : LAKEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1068009 |( 5 ) 35-1035122 |( 6 ) 35-1058916ഀ
|DYER CONSTRUCTION CO |GARIUP CONSTRUCTION CO INC |WOODRUFF & SONS INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0137 808-06701 2653.000 LFT | 0.29000 769.37| 0.30000 795.90| 0.50000 1326.50ഀ
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |ഀ
IN. | | |ഀ
0138 808-06703 290.000 LFT | 0.29000 84.10| 0.30000 87.00| 0.50000 145.00ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0139 808-06716 2620.000 LFT | 0.39000 1021.80| 0.50000 1310.00| 1.10000 2882.00ഀ
LINE, REMOVE | | |ഀ
0140 808-75245 10759.000 LFT | 0.29000 3120.11| 0.35000 3765.65| 0.50000 5379.50ഀ
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |ഀ
IN. | | |ഀ
0141 808-75278 114.000 LFT | 1.78000 202.92| 2.00000 228.00| 3.30000 376.20ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |ഀ
0142 808-75297 186.000 LFT | 3.55000 660.30| 4.00000 744.00| 7.00000 1302.00ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
STOP LINE, 24 IN. | | |ഀ
0143 808-75320 2.000 EACH | 70.00000 140.00| 80.00000 160.00| 160.00000 320.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, LANE INDICATION ARROW | | |ഀ
0144 808-75325 2.000 EACH | 98.00000 196.00| 110.00000 220.00| 225.00000 450.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, WORD (ONLY) | | |ഀ
0145 715-91361 300.000 LFT | 50.46000 15138.00| 10.00000 3000.00| 29.00000 8700.00ഀ
PIPE, PVC, 6 IN. , SDR 35 | | |ഀ
0146 715-92037 300.000 LFT | 50.13000 15039.00| 10.00000 3000.00| 26.00000 7800.00ഀ
PIPE, PVC, 4 IN. , SDR 35 | | |ഀ
0147 205-09543 100.000 TON | 31.42000 3142.00| 30.00000 3000.00| 23.00000 2300.00ഀ
NO 2 STONE | | |ഀ
0148 805-01816 2.000 EACH | 780.00000 1560.00| 1000.00000 2000.00| 875.00000 1750.00ഀ
SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | |ഀ
X 8FT. | | |ഀ
0149 805-05698 2.000 EACH | 745.00000 1490.00| 900.00000 1800.00| 830.00000 1660.00ഀ
SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | |ഀ
X 2FT. 6 IN. X 7 FT. | | |ഀ
SECTION TOTALS | $ 3,874,841.14| $ 4,167,000.00| $ 4,336,024.39ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 3,874,841.14| $ 4,167,000.00| $ 4,336,024.39ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 281 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 281 CONTRACT ID : R -31824-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
DESCRIPTION : AUXILIARY LANE CONSTRUCTION COMPLETION DATE : 11/16/09ഀ
LOCATION : ON I-69 AT SR 9/SR 67 WEST JUNCTION PROJECT(S) : 0810279ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-1461789 POINDEXTER EXCAVATING $ 889,449.50 100.0000%ഀ
2 35-1139301 E & B PAVING INC $ 938,800.00 105.5484%ഀ
3 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 974,000.00 109.5059%ഀ
4 31-4351261 SHELLY & SANDS INC AND SUBSIDIARIES $ 1,005,886.90 113.0910%ഀ
5 35-0918397 RIETH RILEY CONSTRUCTION $ 1,032,480.00 116.0808%ഀ
6 35-1128289 BEATY CONSTRUCTION INC $ 1,173,601.43 131.9469%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 281 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 281 CONTRACT ID : R -31824-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-1461789 |( 2 ) 35-1139301 |( 3 ) 35-1151771ഀ
|POINDEXTER EXCAVATING |E & B PAVING INC |CALUMET CIVIL CONTRACTORS INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 AUXILLARY LANE CONSTRUCTIONഀ
| | |ഀ
0001 105-06845 LUMP | 83000.00000 83000.00| 12350.00000 12350.00| 20375.00000 20375.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, HMA | | |ഀ
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0008 110-01001 LUMP | 58000.00000 58000.00| 33300.00000 33300.00| 50000.00000 50000.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0009 202-01845 1125.000 LFT | 2.80000 3150.00| 2.70000 3037.50| 2.70000 3037.50ഀ
CONDUIT, REMOVE | | |ഀ
0010 202-02241 175.000 LFT | 6.00000 1050.00| 5.00000 875.00| 5.00000 875.00ഀ
GUARDRAIL, REMOVE | | |ഀ
0011 202-02271 2.000 EACH | 450.00000 900.00| 300.00000 600.00| 425.00000 850.00ഀ
HEADWALL, REMOVE | | |ഀ
0012 202-02278 400.000 LFT | 6.50000 2600.00| 7.50000 3000.00| 3.25000 1300.00ഀ
CURB, CONCRETE, REMOVE | | |ഀ
0013 202-52710 225.000 SYS | 7.50000 1687.50| 6.00000 1350.00| 5.00000 1125.00ഀ
SIDEWALK, CONCRETE, REMOVE | | |ഀ
0014 202-74035 3.000 EACH | 70.00000 210.00| 66.50000 199.50| 66.50000 199.50ഀ
SIGN, REMOVE | | |ഀ
0015 202-86946 6.000 EACH | 560.00000 3360.00| 559.00000 3354.00| 559.00000 3354.00ഀ
HANDHOLE, REMOVE | | |ഀ
0016 202-91385 2.000 EACH | 400.00000 800.00| 300.00000 600.00| 360.00000 720.00ഀ
INLET, REMOVE | | |ഀ
0017 202-93741 2.000 EACH | 525.00000 1050.00| 700.00000 1400.00| 500.00000 1000.00ഀ
GUARD RAIL END TREATMENT, REMOVE | | |ഀ
0019 202-93974 1.000 EACH | 1800.00000 1800.00| 1636.00000 1636.00| 1636.00000 1636.00ഀ
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |ഀ
DOUBLE ARM, REMOVE | | |ഀ
0020 202-93999 2.000 EACH | 1450.00000 2900.00| 1383.00000 2766.00| 1383.00000 2766.00ഀ
SIGNAL POLE, REMOVE | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 281 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 281 CONTRACT ID : R -31824-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1461789 |( 2 ) 35-1139301 |( 3 ) 35-1151771ഀ
|POINDEXTER EXCAVATING |E & B PAVING INC |CALUMET CIVIL CONTRACTORS INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0021 202-96022 4.000 EACH | 550.00000 2200.00| 550.00000 2200.00| 380.00000 1520.00ഀ
CONCRETE FOUNDATION, REMOVE | | |ഀ
0022 202-96133 50.000 LFT | 13.00000 650.00| 12.00000 600.00| 5.00000 250.00ഀ
PIPE, REMOVE | | |ഀ
0023 202-96328 1.000 EACH | 800.00000 800.00| 200.00000 200.00| 420.00000 420.00ഀ
FOUNDATION, STREET LIGHT, REMOVE | | |ഀ
0024 202-96718 28.000 EACH | 17.00000 476.00| 16.00000 448.00| 16.00000 448.00ഀ
POST, GUARD RAIL, REMOVE | | |ഀ
0025 202-97909 LUMP | 1800.00000 1800.00| 1649.00000 1649.00| 1649.00000 1649.00ഀ
TRAFFIC SIGNAL INTERCONNECT, REMOVE | | |ഀ
0026 202-99626 1.000 EACH | 900.00000 900.00| 250.00000 250.00| 875.00000 875.00ഀ
FOUNDATION FOR SIGNING, REMOVE | | |ഀ
0027 203-02000 1200.000 CYS | 17.00000 20400.00| 62.00000 74400.00| 50.00000 60000.00ഀ
EXCAVATION, COMMON | | |ഀ
0028 205-03371 60.000 CYS | 15.00000 900.00| 25.00000 1500.00| 24.00000 1440.00ഀ
SEDIMENT, REMOVE | | |ഀ
0029 205-06932 1000.000 LFT | 5.25000 5250.00| 4.00000 4000.00| 4.90000 4900.00ഀ
TEMPORARY CHECK DAM, STRAW BALES | | |ഀ
0030 206-51230 625.000 CYS | 8.50000 5312.50| 27.00000 16875.00| 1.00000 625.00ഀ
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |ഀ
0031 207-08263 2520.000 SYS | 8.50000 21420.00| 8.65000 21798.00| 8.50000 21420.00ഀ
SUBGRADE TREATMENT, TYPE IA | | |ഀ
0032 211-09268 2350.000 CYS | 44.00000 103400.00| 40.00000 94000.00| 57.00000 133950.00ഀ
STRUCTURE BACKFILL, TYPE 5 | | |ഀ
0033 303-01180 565.000 TON | 15.00000 8475.00| 21.91000 12379.15| 24.00000 13560.00ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
0034 401-06264 LUMP | 1.00000 1.00| 1.00000 1.00| 100.00000 100.00ഀ
PROFILOGRAPH, HMA | | |ഀ
0035 401-07409 1800.000 TON | 53.00000 95400.00| 55.00000 99000.00| 52.00000 93600.00ഀ
QC/QA-HMA, 4, 64, BASE, 25.0 mm | | |ഀ
0036 402-07784 210.000 TON | 78.00000 16380.00| 87.00000 18270.00| 85.00000 17850.00ഀ
HMA SURFACE, TYPE D | | |ഀ
0037 402-07785 350.000 TON | 61.00000 21350.00| 58.00000 20300.00| 65.00000 22750.00ഀ
HMA INTERMEDIATE, TYPE D | | |ഀ
0038 406-05520 1.300 TON | 60.00000 78.00| 480.00000 624.00| 50.00000 65.00ഀ
ASPHALT FOR TACK COAT | | |ഀ
0039 601-02103 75.000 LFT | 25.00000 1875.00| 23.00000 1725.00| 23.00000 1725.00ഀ
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | |ഀ
IN. SPACING | | |ഀ
0040 601-08434 1.000 EACH | 1230.00000 1230.00| 1175.00000 1175.00| 1175.00000 1175.00ഀ
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |ഀ
PARTS PACKAGE, STAGE 2 | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 281 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 281 CONTRACT ID : R -31824-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1461789 |( 2 ) 35-1139301 |( 3 ) 35-1151771ഀ
|POINDEXTER EXCAVATING |E & B PAVING INC |CALUMET CIVIL CONTRACTORS INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0041 601-94689 1.000 EACH | 2760.00000 2760.00| 2630.00000 2630.00| 2630.00000 2630.00ഀ
GUARDRAIL END TREATMENT, OS | | |ഀ
0042 605-02493 145.000 SYS | 51.30000 7438.50| 67.00000 9715.00| 124.00000 17980.00ഀ
CURB ISLAND, CONCRETE | | |ഀ
0043 605-06150 275.000 LFT | 18.90000 5197.50| 15.00000 4125.00| 24.00000 6600.00ഀ
CURB AND GUTTER, C, CONCRETE | | |ഀ
0044 605-94082 1.000 EACH | 1300.00000 1300.00| 540.00000 540.00| 460.00000 460.00ഀ
CURB TURNOUT, CONCRETE | | |ഀ
0045 616-02320 55.000 SYS | 11.00000 605.00| 5.00000 275.00| 5.00000 275.00ഀ
GEOTEXTILES | | |ഀ
0046 616-06405 33.000 TON | 38.00000 1254.00| 35.00000 1155.00| 37.00000 1221.00ഀ
RIPRAP, REVETMENT | | |ഀ
0047 621-01004 2.000 EACH | 550.00000 1100.00| 500.00000 1000.00| 498.00000 996.00ഀ
MOBILIZATION AND DEMOBILIZATION FOR | | |ഀ
SEEDING | | |ഀ
0048 621-01852 960.000 SYS | 1.50000 1440.00| 1.35000 1296.00| 1.90000 1824.00ഀ
MULCHED SEEDING, GRASS, 2 | | |ഀ
0049 621-06567 100.000 kGAL | 5.00000 500.00| 1.00000 100.00| 0.50000 50.00ഀ
WATER | | |ഀ
0050 621-06574 475.000 SYS | 4.50000 2137.50| 4.31000 2047.25| 6.58000 3125.50ഀ
SODDING | | |ഀ
0051 628-09402 6.000 MOS | 1700.00000 10200.00| 2271.07000 13626.42| 1500.00000 9000.00ഀ
FIELD OFFICE, B | | |ഀ
0052 714-05562 7540.000 SFT | 16.20000 122148.00| 27.15000 204711.00| 1.00000 7540.00ഀ
RETAINING WALL | | |ഀ
0053 715-05028 675.000 LFT | 18.50000 12487.50| 25.00000 16875.00| 24.00000 16200.00ഀ
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |ഀ
0054 715-05032 400.000 LFT | 22.60000 9040.00| 27.00000 10800.00| 34.00000 13600.00ഀ
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |ഀ
0055 715-05152 210.000 LFT | 24.00000 5040.00| 32.00000 6720.00| 41.00000 8610.00ഀ
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |ഀ
0056 720-45030 5.000 EACH | 1100.00000 5500.00| 1200.00000 6000.00| 1360.00000 6800.00ഀ
INLET, E7 | | |ഀ
0057 720-45410 3.000 EACH | 1400.00000 4200.00| 1900.00000 5700.00| 2060.00000 6180.00ഀ
MANHOLE, C4 | | |ഀ
0058 720-45431 1.000 EACH | 2100.00000 2100.00| 2300.00000 2300.00| 2900.00000 2900.00ഀ
MANHOLE, J | | |ഀ
0059 720-90349 5.000 EACH | 1580.00000 7900.00| 2000.00000 10000.00| 2250.00000 11250.00ഀ
MANHOLE, C8 | | |ഀ
0060 720-93411 4.000 EACH | 1950.00000 7800.00| 1650.00000 6600.00| 2250.00000 9000.00ഀ
INLET, C15, MODIFIED | | |ഀ
0061 720-96995 2.000 EACH | 550.00000 1100.00| 350.00000 700.00| 400.00000 800.00ഀ
CLEAN INLET | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 281 -5ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 281 CONTRACT ID : R -31824-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1461789 |( 2 ) 35-1139301 |( 3 ) 35-1151771ഀ
|POINDEXTER EXCAVATING |E & B PAVING INC |CALUMET CIVIL CONTRACTORS INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0062 720-98555 3.000 EACH | 1900.00000 5700.00| 1600.00000 4800.00| 2250.00000 6750.00ഀ
INLET, C15 | | |ഀ
0063 801-03290 6.000 EACH | 155.00000 930.00| 145.00000 870.00| 54.00000 324.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0064 801-06207 300.000 LFT | 1.60000 480.00| 0.72000 216.00| 3.00000 900.00ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
4 IN. | | |ഀ
0065 801-06640 18.000 EACH | 116.00000 2088.00| 110.00000 1980.00| 36.00000 648.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0066 801-06775 LUMP | 18000.00000 18000.00| 14920.93000 14920.93| 198543.50000 198543.50ഀ
MAINTAINING TRAFFIC | | |ഀ
0067 802-05704 160.000 LFT | 13.70000 2192.00| 13.00000 2080.00| 13.00000 2080.00ഀ
SIGN POST, SQUARE, 1, UNREINFORCED | | |ഀ
ANCHOR BASE | | |ഀ
0068 802-07158 1.000 EACH | 3800.00000 3800.00| 3616.00000 3616.00| 3616.00000 3616.00ഀ
CANTILEVER TRAFFIC SIGN SUPPORT | | |ഀ
FOUNDATION, I | | |ഀ
0069 802-76025 57.000 SFT | 26.00000 1482.00| 24.00000 1368.00| 24.00000 1368.00ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.080 IN. THICKNESS | | |ഀ
0070 802-76140 1.000 EACH | 48500.00000 48500.00| 46268.00000 46268.00| 46268.00000 46268.00ഀ
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |ഀ
DOUBLE ARM | | |ഀ
0071 802-92402 LUMP | 750.00000 750.00| 695.00000 695.00| 695.00000 695.00ഀ
OVERHEAD SIGNS, REMOVE AND RELOCATE | | |ഀ
0073 805-01842 4.000 EACH | 1020.00000 4080.00| 971.00000 3884.00| 971.00000 3884.00ഀ
HANDHOLE, SIGNAL | | |ഀ
0074 805-01844 1760.000 LFT | 15.20000 26752.00| 14.50000 25520.00| 14.50000 25520.00ഀ
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |ഀ
UNDERGROUND | | |ഀ
0075 805-02373 825.000 LFT | 3.30000 2722.50| 3.10000 2557.50| 3.10000 2557.50ഀ
INTERCONNECT CABLE, FIBER OPTIC | | |ഀ
0076 805-06834 2.000 EACH | 9750.00000 19500.00| 9285.00000 18570.00| 9285.00000 18570.00ഀ
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |ഀ
PHASE, TS2, TYPE I | | |ഀ
0077 805-09067 9.000 EACH | 140.00000 1260.00| 133.00000 1197.00| 133.00000 1197.00ഀ
TRAFFIC SIGNAL HEAD, REMOVE | | |ഀ
0078 805-78205 8.000 EACH | 740.00000 5920.00| 708.00000 5664.00| 708.00000 5664.00ഀ
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |ഀ
AMBER, GREEN | | |ഀ
0079 805-78230 1.000 EACH | 1067.00000 1067.00| 1016.00000 1016.00| 1016.00000 1016.00ഀ
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |ഀ
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 281 -6ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 281 CONTRACT ID : R -31824-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1461789 |( 2 ) 35-1139301 |( 3 ) 35-1151771ഀ
|POINDEXTER EXCAVATING |E & B PAVING INC |CALUMET CIVIL CONTRACTORS INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0080 805-78415 4.000 EACH | 2370.00000 9480.00| 2259.00000 9036.00| 2259.00000 9036.00ഀ
SPAN, CATENARY, AND TETHER | | |ഀ
0081 805-78420 4.000 EACH | 250.00000 1000.00| 236.00000 944.00| 236.00000 944.00ഀ
DISCONNECT HANGER | | |ഀ
0082 805-78445 2.000 EACH | 1020.00000 2040.00| 971.00000 1942.00| 971.00000 1942.00ഀ
SIGNAL SERVICE | | |ഀ
0083 805-78467 185.000 LFT | 2.50000 462.50| 2.30000 425.50| 2.30000 425.50ഀ
SIGNAL CABLE, 3C 8GA. | | |ഀ
0084 805-78485 275.000 LFT | 1.40000 385.00| 1.30000 357.50| 1.30000 357.50ഀ
SIGNAL CABLE, 5C 14GA. | | |ഀ
0085 805-78490 1900.000 LFT | 1.70000 3230.00| 1.60000 3040.00| 1.60000 3040.00ഀ
SIGNAL CABLE, 7C 14GA. | | |ഀ
0086 805-78925 2.000 EACH | 1270.00000 2540.00| 1210.00000 2420.00| 1210.00000 2420.00ഀ
CONTROLLER CABINET FOUNDATION, P1 | | |ഀ
0087 805-81060 2.000 EACH | 5320.00000 10640.00| 5065.00000 10130.00| 5065.00000 10130.00ഀ
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |ഀ
0088 805-86838 575.000 LFT | 7.90000 4542.50| 7.50000 4312.50| 7.50000 4312.50ഀ
WIRE, NO. 4 COPPER IN CONDUIT, 1C | | |ഀ
0089 805-95524 9.000 EACH | 283.00000 2547.00| 270.00000 2430.00| 270.00000 2430.00ഀ
HANDHOLE COVER | | |ഀ
0090 805-98540 2.000 EACH | 2770.00000 5540.00| 2639.00000 5278.00| 2639.00000 5278.00ഀ
FOUNDATION AND ANCHOR BOLTS FOR STRAIN | | |ഀ
POLE | | |ഀ
0091 807-02191 5.000 EACH | 1038.00000 5190.00| 989.00000 4945.00| 989.00000 4945.00ഀ
HANDHOLE, LIGHTING | | |ഀ
0092 807-08469 1.000 EACH | 1040.00000 1040.00| 992.00000 992.00| 992.00000 992.00ഀ
LIGHTING FOUNDATION, CONCRETE, WITH | | |ഀ
GROUNDING, 24" X 24" X 96" | | |ഀ
0093 808-06703 1250.000 LFT | 0.50000 625.00| 0.47000 587.50| 0.40000 500.00ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0094 808-75245 2525.000 LFT | 0.50000 1262.50| 0.47000 1186.75| 0.40000 1010.00ഀ
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |ഀ
IN. | | |ഀ
0095 808-75260 400.000 LFT | 2.00000 800.00| 1.88000 752.00| 4.00000 1600.00ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | |ഀ
0096 808-75998 25.000 EACH | 52.50000 1312.50| 45.00000 1125.00| 60.00000 1500.00ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |ഀ
0097 808-95638 1950.000 SFT | 0.80000 1560.00| 0.73000 1423.50| 0.75000 1462.50ഀ
CENTER CURB PAINTING | | |ഀ
0098 802-76175 45.000 LFT | 180.00000 8100.00| 172.00000 7740.00| 172.00000 7740.00ഀ
WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | |ഀ
ASSEMBLY (CANTILEVER) , CANTILEVER | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 281 -7ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 281 CONTRACT ID : R -31824-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1461789 |( 2 ) 35-1139301 |( 3 ) 35-1151771ഀ
|POINDEXTER EXCAVATING |E & B PAVING INC |CALUMET CIVIL CONTRACTORS INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0099 802-76035 45.000 SFT | 26.00000 1170.00| 24.50000 1102.50| 24.50000 1102.50ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.100 IN. THICKNESS | | |ഀ
0100 807-02603 1.000 EACH | 500.00000 500.00| 453.00000 453.00| 453.00000 453.00ഀ
LIGHT STANDARD, RELOCATE | | |ഀ
0101 807-91082 1.000 EACH | 200.00000 200.00| 171.00000 171.00| 171.00000 171.00ഀ
LUMINAIRE, REMOVE AND RELOCATE | | |ഀ
SECTION TOTALS | $ 889,449.50| $ 938,800.00| $ 974,000.00ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 889,449.50| $ 938,800.00| $ 974,000.00ഀ
====================================================================================================================================ഀ
ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 281 -8ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 281 CONTRACT ID : R -31824-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 31-4351261 |( 5 ) 35-0918397 |( 6 ) 35-1128289ഀ
|SHELLY & SANDS INC AND SUBSI |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 AUXILLARY LANE CONSTRUCTIONഀ
| | |ഀ
0001 105-06845 LUMP | 10566.00000 10566.00| 10000.00000 10000.00| 7275.00000 7275.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, HMA | | |ഀ
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0008 110-01001 LUMP | 38758.00000 38758.00| 39443.05000 39443.05| 58600.00000 58600.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0009 202-01845 1125.000 LFT | 1.00000 1125.00| 2.70000 3037.50| 3.00000 3375.00ഀ
CONDUIT, REMOVE | | |ഀ
0010 202-02241 175.000 LFT | 5.00000 875.00| 5.00000 875.00| 5.50000 962.50ഀ
GUARDRAIL, REMOVE | | |ഀ
0011 202-02271 2.000 EACH | 445.00000 890.00| 120.00000 240.00| 975.00000 1950.00ഀ
HEADWALL, REMOVE | | |ഀ
0012 202-02278 400.000 LFT | 4.00000 1600.00| 6.20000 2480.00| 6.00000 2400.00ഀ
CURB, CONCRETE, REMOVE | | |ഀ
0013 202-52710 225.000 SYS | 6.00000 1350.00| 11.00000 2475.00| 6.50000 1462.50ഀ
SIDEWALK, CONCRETE, REMOVE | | |ഀ
0014 202-74035 3.000 EACH | 26.00000 78.00| 66.50000 199.50| 72.25000 216.75ഀ
SIGN, REMOVE | | |ഀ
0015 202-86946 6.000 EACH | 106.00000 636.00| 559.00000 3354.00| 608.00000 3648.00ഀ
HANDHOLE, REMOVE | | |ഀ
0016 202-91385 2.000 EACH | 310.00000 620.00| 328.00000 656.00| 500.00000 1000.00ഀ
INLET, REMOVE | | |ഀ
0017 202-93741 2.000 EACH | 528.00000 1056.00| 500.00000 1000.00| 750.00000 1500.00ഀ
GUARD RAIL END TREATMENT, REMOVE | | |ഀ
0019 202-93974 1.000 EACH | 3698.00000 3698.00| 1636.00000 1636.00| 1775.00000 1775.00ഀ
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |ഀ
DOUBLE ARM, REMOVE | | |ഀ
0020 202-93999 2.000 EACH | 264.00000 528.00| 1383.00000 2766.00| 1500.00000 3000.00ഀ
SIGNAL POLE, REMOVE | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 281 -9ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 281 CONTRACT ID : R -31824-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 31-4351261 |( 5 ) 35-0918397 |( 6 ) 35-1128289ഀ
|SHELLY & SANDS INC AND SUBSI |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0021 202-96022 4.000 EACH | 370.00000 1480.00| 980.00000 3920.00| 900.00000 3600.00ഀ
CONCRETE FOUNDATION, REMOVE | | |ഀ
0022 202-96133 50.000 LFT | 23.00000 1150.00| 21.00000 1050.00| 18.85000 942.50ഀ
PIPE, REMOVE | | |ഀ
0023 202-96328 1.000 EACH | 370.00000 370.00| 350.00000 350.00| 500.00000 500.00ഀ
FOUNDATION, STREET LIGHT, REMOVE | | |ഀ
0024 202-96718 28.000 EACH | 17.00000 476.00| 16.00000 448.00| 16.00000 448.00ഀ
POST, GUARD RAIL, REMOVE | | |ഀ
0025 202-97909 LUMP | 1057.00000 1057.00| 1649.00000 1649.00| 1750.00000 1750.00ഀ
TRAFFIC SIGNAL INTERCONNECT, REMOVE | | |ഀ
0026 202-99626 1.000 EACH | 528.00000 528.00| 500.00000 500.00| 435.00000 435.00ഀ
FOUNDATION FOR SIGNING, REMOVE | | |ഀ
0027 203-02000 1200.000 CYS | 22.00000 26400.00| 37.15000 44580.00| 25.00000 30000.00ഀ
EXCAVATION, COMMON | | |ഀ
0028 205-03371 60.000 CYS | 22.00000 1320.00| 27.00000 1620.00| 12.50000 750.00ഀ
SEDIMENT, REMOVE | | |ഀ
0029 205-06932 1000.000 LFT | 5.00000 5000.00| 5.00000 5000.00| 5.50000 5500.00ഀ
TEMPORARY CHECK DAM, STRAW BALES | | |ഀ
0030 206-51230 625.000 CYS | 25.00000 15625.00| 32.40000 20250.00| 25.00000 15625.00ഀ
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |ഀ
0031 207-08263 2520.000 SYS | 12.00000 30240.00| 20.00000 50400.00| 11.00000 27720.00ഀ
SUBGRADE TREATMENT, TYPE IA | | |ഀ
0032 211-09268 2350.000 CYS | 62.00000 145700.00| 50.00000 117500.00| 1.00000 2350.00ഀ
STRUCTURE BACKFILL, TYPE 5 | | |ഀ
0033 303-01180 565.000 TON | 30.00000 16950.00| 27.00000 15255.00| 22.00000 12430.00ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
0034 401-06264 LUMP | 6999.00000 6999.00| 1015.00000 1015.00| 1.00000 1.00ഀ
PROFILOGRAPH, HMA | | |ഀ
0035 401-07409 1800.000 TON | 49.00000 88200.00| 50.00000 90000.00| 60.00000 108000.00ഀ
QC/QA-HMA, 4, 64, BASE, 25.0 mm | | |ഀ
0036 402-07784 210.000 TON | 90.00000 18900.00| 87.70000 18417.00| 94.50000 19845.00ഀ
HMA SURFACE, TYPE D | | |ഀ
0037 402-07785 350.000 TON | 61.00000 21350.00| 60.50000 21175.00| 63.00000 22050.00ഀ
HMA INTERMEDIATE, TYPE D | | |ഀ
0038 406-05520 1.300 TON | 528.00000 686.40| 540.00000 702.00| 520.00000 676.00ഀ
ASPHALT FOR TACK COAT | | |ഀ
0039 601-02103 75.000 LFT | 24.00000 1800.00| 23.00000 1725.00| 23.00000 1725.00ഀ
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | |ഀ
IN. SPACING | | |ഀ
0040 601-08434 1.000 EACH | 1242.00000 1242.00| 1175.00000 1175.00| 1175.00000 1175.00ഀ
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |ഀ
PARTS PACKAGE, STAGE 2 | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 281 -10ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 281 CONTRACT ID : R -31824-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 31-4351261 |( 5 ) 35-0918397 |( 6 ) 35-1128289ഀ
|SHELLY & SANDS INC AND SUBSI |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0041 601-94689 1.000 EACH | 2799.00000 2799.00| 2630.00000 2630.00| 2630.00000 2630.00ഀ
GUARDRAIL END TREATMENT, OS | | |ഀ
0042 605-02493 145.000 SYS | 41.00000 5945.00| 78.00000 11310.00| 72.75000 10548.75ഀ
CURB ISLAND, CONCRETE | | |ഀ
0043 605-06150 275.000 LFT | 27.00000 7425.00| 31.00000 8525.00| 16.25000 4468.75ഀ
CURB AND GUTTER, C, CONCRETE | | |ഀ
0044 605-94082 1.000 EACH | 484.00000 484.00| 1600.00000 1600.00| 600.00000 600.00ഀ
CURB TURNOUT, CONCRETE | | |ഀ
0045 616-02320 55.000 SYS | 13.00000 715.00| 3.00000 165.00| 3.50000 192.50ഀ
GEOTEXTILES | | |ഀ
0046 616-06405 33.000 TON | 47.00000 1551.00| 36.40000 1201.20| 35.00000 1155.00ഀ
RIPRAP, REVETMENT | | |ഀ
0047 621-01004 2.000 EACH | 526.00000 1052.00| 500.00000 1000.00| 550.00000 1100.00ഀ
MOBILIZATION AND DEMOBILIZATION FOR | | |ഀ
SEEDING | | |ഀ
0048 621-01852 960.000 SYS | 2.00000 1920.00| 1.35000 1296.00| 2.00000 1920.00ഀ
MULCHED SEEDING, GRASS, 2 | | |ഀ
0049 621-06567 100.000 kGAL | 1.00000 100.00| 1.00000 100.00| 0.55000 55.00ഀ
WATER | | |ഀ
0050 621-06574 475.000 SYS | 7.00000 3325.00| 4.31000 2047.25| 8.00000 3800.00ഀ
SODDING | | |ഀ
0051 628-09402 6.000 MOS | 3172.00000 19032.00| 2300.00000 13800.00| 2250.00000 13500.00ഀ
FIELD OFFICE, B | | |ഀ
0052 714-05562 7540.000 SFT | 20.00000 150800.00| 31.00000 233740.00| 59.15000 445991.00ഀ
RETAINING WALL | | |ഀ
0053 715-05028 675.000 LFT | 63.00000 42525.00| 31.00000 20925.00| 20.00000 13500.00ഀ
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |ഀ
0054 715-05032 400.000 LFT | 56.00000 22400.00| 36.00000 14400.00| 28.00000 11200.00ഀ
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |ഀ
0055 715-05152 210.000 LFT | 65.00000 13650.00| 35.00000 7350.00| 30.00000 6300.00ഀ
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |ഀ
0056 720-45030 5.000 EACH | 1972.00000 9860.00| 1800.00000 9000.00| 1190.00000 5950.00ഀ
INLET, E7 | | |ഀ
0057 720-45410 3.000 EACH | 2005.00000 6015.00| 2400.00000 7200.00| 3075.00000 9225.00ഀ
MANHOLE, C4 | | |ഀ
0058 720-45431 1.000 EACH | 2570.00000 2570.00| 3600.00000 3600.00| 4075.00000 4075.00ഀ
MANHOLE, J | | |ഀ
0059 720-90349 5.000 EACH | 2196.00000 10980.00| 2600.00000 13000.00| 3250.00000 16250.00ഀ
MANHOLE, C8 | | |ഀ
0060 720-93411 4.000 EACH | 2405.00000 9620.00| 2600.00000 10400.00| 2075.00000 8300.00ഀ
INLET, C15, MODIFIED | | |ഀ
0061 720-96995 2.000 EACH | 205.00000 410.00| 300.00000 600.00| 350.00000 700.00ഀ
CLEAN INLET | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 281 -11ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 281 CONTRACT ID : R -31824-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 31-4351261 |( 5 ) 35-0918397 |( 6 ) 35-1128289ഀ
|SHELLY & SANDS INC AND SUBSI |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0062 720-98555 3.000 EACH | 2398.00000 7194.00| 2400.00000 7200.00| 2010.00000 6030.00ഀ
INLET, C15 | | |ഀ
0063 801-03290 6.000 EACH | 204.00000 1224.00| 242.00000 1452.00| 165.00000 990.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0064 801-06207 300.000 LFT | 1.00000 300.00| 8.70000 2610.00| 1.65000 495.00ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
4 IN. | | |ഀ
0065 801-06640 18.000 EACH | 172.00000 3096.00| 149.00000 2682.00| 120.00000 2160.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0066 801-06775 LUMP | 24183.00000 24183.00| 12000.00000 12000.00| 71398.43000 71398.43ഀ
MAINTAINING TRAFFIC | | |ഀ
0067 802-05704 160.000 LFT | 13.00000 2080.00| 13.00000 2080.00| 14.00000 2240.00ഀ
SIGN POST, SQUARE, 1, UNREINFORCED | | |ഀ
ANCHOR BASE | | |ഀ
0068 802-07158 1.000 EACH | 4226.00000 4226.00| 3616.00000 3616.00| 3925.00000 3925.00ഀ
CANTILEVER TRAFFIC SIGN SUPPORT | | |ഀ
FOUNDATION, I | | |ഀ
0069 802-76025 57.000 SFT | 23.00000 1311.00| 24.00000 1368.00| 26.00000 1482.00ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.080 IN. THICKNESS | | |ഀ
0070 802-76140 1.000 EACH | 68682.00000 68682.00| 46268.00000 46268.00| 50250.00000 50250.00ഀ
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |ഀ
DOUBLE ARM | | |ഀ
0071 802-92402 LUMP | 1057.00000 1057.00| 695.00000 695.00| 750.00000 750.00ഀ
OVERHEAD SIGNS, REMOVE AND RELOCATE | | |ഀ
0073 805-01842 4.000 EACH | 845.00000 3380.00| 971.00000 3884.00| 1050.00000 4200.00ഀ
HANDHOLE, SIGNAL | | |ഀ
0074 805-01844 1760.000 LFT | 12.00000 21120.00| 14.50000 25520.00| 15.75000 27720.00ഀ
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |ഀ
UNDERGROUND | | |ഀ
0075 805-02373 825.000 LFT | 6.00000 4950.00| 3.10000 2557.50| 3.35000 2763.75ഀ
INTERCONNECT CABLE, FIBER OPTIC | | |ഀ
0076 805-06834 2.000 EACH | 12151.00000 24302.00| 9285.00000 18570.00| 10085.00000 20170.00ഀ
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |ഀ
PHASE, TS2, TYPE I | | |ഀ
0077 805-09067 9.000 EACH | 106.00000 954.00| 133.00000 1197.00| 145.00000 1305.00ഀ
TRAFFIC SIGNAL HEAD, REMOVE | | |ഀ
0078 805-78205 8.000 EACH | 687.00000 5496.00| 708.00000 5664.00| 770.00000 6160.00ഀ
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |ഀ
AMBER, GREEN | | |ഀ
0079 805-78230 1.000 EACH | 1057.00000 1057.00| 1016.00000 1016.00| 1105.00000 1105.00ഀ
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |ഀ
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 281 -12ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 281 CONTRACT ID : R -31824-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 31-4351261 |( 5 ) 35-0918397 |( 6 ) 35-1128289ഀ
|SHELLY & SANDS INC AND SUBSI |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0080 805-78415 4.000 EACH | 2060.00000 8240.00| 2259.00000 9036.00| 2455.00000 9820.00ഀ
SPAN, CATENARY, AND TETHER | | |ഀ
0081 805-78420 4.000 EACH | 290.00000 1160.00| 236.00000 944.00| 256.00000 1024.00ഀ
DISCONNECT HANGER | | |ഀ
0082 805-78445 2.000 EACH | 898.00000 1796.00| 971.00000 1942.00| 1054.00000 2108.00ഀ
SIGNAL SERVICE | | |ഀ
0083 805-78467 185.000 LFT | 3.00000 555.00| 2.30000 425.50| 2.50000 462.50ഀ
SIGNAL CABLE, 3C 8GA. | | |ഀ
0084 805-78485 275.000 LFT | 2.00000 550.00| 1.30000 357.50| 1.40000 385.00ഀ
SIGNAL CABLE, 5C 14GA. | | |ഀ
0085 805-78490 1900.000 LFT | 2.00000 3800.00| 1.60000 3040.00| 1.75000 3325.00ഀ
SIGNAL CABLE, 7C 14GA. | | |ഀ
0086 805-78925 2.000 EACH | 793.00000 1586.00| 1210.00000 2420.00| 1400.00000 2800.00ഀ
CONTROLLER CABINET FOUNDATION, P1 | | |ഀ
0087 805-81060 2.000 EACH | 5706.00000 11412.00| 5065.00000 10130.00| 5500.00000 11000.00ഀ
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |ഀ
0088 805-86838 575.000 LFT | 9.00000 5175.00| 7.50000 4312.50| 8.25000 4743.75ഀ
WIRE, NO. 4 COPPER IN CONDUIT, 1C | | |ഀ
0089 805-95524 9.000 EACH | 476.00000 4284.00| 270.00000 2430.00| 300.00000 2700.00ഀ
HANDHOLE COVER | | |ഀ
0090 805-98540 2.000 EACH | 2377.00000 4754.00| 2639.00000 5278.00| 2875.00000 5750.00ഀ
FOUNDATION AND ANCHOR BOLTS FOR STRAIN | | |ഀ
POLE | | |ഀ
0091 807-02191 5.000 EACH | 845.00000 4225.00| 989.00000 4945.00| 1075.00000 5375.00ഀ
HANDHOLE, LIGHTING | | |ഀ
0092 807-08469 1.000 EACH | 1321.00000 1321.00| 992.00000 992.00| 1075.00000 1075.00ഀ
LIGHTING FOUNDATION, CONCRETE, WITH | | |ഀ
GROUNDING, 24" X 24" X 96" | | |ഀ
0093 808-06703 1250.000 LFT | 0.50000 625.00| 0.62000 775.00| 0.50000 625.00ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0094 808-75245 2525.000 LFT | 0.50000 1262.50| 0.62000 1565.50| 0.50000 1262.50ഀ
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |ഀ
IN. | | |ഀ
0095 808-75260 400.000 LFT | 2.00000 800.00| 2.50000 1000.00| 2.00000 800.00ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | |ഀ
0096 808-75998 25.000 EACH | 21.00000 525.00| 20.00000 500.00| 48.85000 1221.25ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |ഀ
0097 808-95638 1950.000 SFT | 1.00000 1950.00| 2.95000 5752.50| 0.80000 1560.00ഀ
CENTER CURB PAINTING | | |ഀ
0098 802-76175 45.000 LFT | 317.00000 14265.00| 172.00000 7740.00| 186.50000 8392.50ഀ
WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | |ഀ
ASSEMBLY (CANTILEVER) , CANTILEVER | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 281 -13ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 281 CONTRACT ID : R -31824-A COUNTIES : MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 31-4351261 |( 5 ) 35-0918397 |( 6 ) 35-1128289ഀ
|SHELLY & SANDS INC AND SUBSI |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0099 802-76035 45.000 SFT | 25.00000 1125.00| 24.50000 1102.50| 26.50000 1192.50ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.100 IN. THICKNESS | | |ഀ
0100 807-02603 1.000 EACH | 1057.00000 1057.00| 453.00000 453.00| 495.00000 495.00ഀ
LIGHT STANDARD, RELOCATE | | |ഀ
0101 807-91082 1.000 EACH | 370.00000 370.00| 171.00000 171.00| 186.00000 186.00ഀ
LUMINAIRE, REMOVE AND RELOCATE | | |ഀ
SECTION TOTALS | $ 1,005,886.90| $ 1,032,480.00| $ 1,173,601.43ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 1,005,886.90| $ 1,032,480.00| $ 1,173,601.43ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 301 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 301 CONTRACT ID : R -31929-A COUNTIES : JASPERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 07/23/10ഀ
LOCATION : ON MELVILLE STREET FROM CSXRT RR TO SCHOOLHOUSE DITCH PROJECT(S) : 0900085ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-1139301 E & B PAVING INC $ 1,136,921.97 100.0000%ഀ
2 35-1489621 HRP CONSTRUCTION INC $ 1,213,934.27 106.7738%ഀ
3 35-1917625 MILESTONE CONTRACTORS LP $ 1,294,987.24 113.9029%ഀ
4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,332,792.17 117.2281%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 301 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 301 CONTRACT ID : R -31929-A COUNTIES : JASPERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-1139301 |( 2 ) 35-1489621 |( 3 ) 35-1917625ഀ
|E & B PAVING INC |HRP CONSTRUCTION INC |MILESTONE CONTRACTORS LPഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 ASPHALT RESURFACEഀ
| | |ഀ
0001 105-06845 LUMP | 12960.00000 12960.00| 23000.00000 23000.00| 18500.00000 18500.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, HMA | | |ഀ
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0008 110-01001 LUMP | 56750.00000 56750.00| 63000.00000 63000.00| 66000.00000 66000.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0009 201-52370 LUMP | 44250.00000 44250.00| 27300.00000 27300.00| 25000.00000 25000.00ഀ
CLEARING RIGHT OF WAY | | |ഀ
0010 202-01000 LUMP | 15000.00000 15000.00| 13100.00000 13100.00| 21400.00000 21400.00ഀ
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |ഀ
0011 203-02000 2958.000 CYS | 29.50000 87261.00| 16.00000 47328.00| 25.00000 73950.00ഀ
EXCAVATION, COMMON | | |ഀ
0012 203-02070 1007.000 CYS | 0.50000 503.50| 11.00000 11077.00| 5.00000 5035.00ഀ
BORROW | | |ഀ
0013 205-06933 13.000 EACH | 90.00000 1170.00| 90.00000 1170.00| 90.00000 1170.00ഀ
TEMPORARY DITCH INLET PROTECTION | | |ഀ
0014 205-06937 2194.000 LFT | 1.55000 3400.70| 1.55000 3400.70| 2.00000 4388.00ഀ
TEMPORARY SILT FENCE | | |ഀ
0015 207-08263 8863.500 SYS | 5.00000 44317.50| 11.00000 97498.50| 8.50000 75339.75ഀ
SUBGRADE TREATMENT, TYPE IA | | |ഀ
0016 211-09264 1606.000 CYS | 18.00000 28908.00| 17.00000 27302.00| 33.00000 52998.00ഀ
STRUCTURE BACKFILL, TYPE 1 | | |ഀ
0017 301-07448 3898.400 TON | 16.40000 63933.76| 22.00000 85764.80| 15.00000 58476.00ഀ
COMPACTED AGGREGATE, NO. 53, BASE | | |ഀ
0018 303-01180 115.000 TON | 30.00000 3450.00| 22.00000 2530.00| 40.00000 4600.00ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
0019 306-08034 66.900 SYS | 40.00000 2676.00| 35.00000 2341.50| 75.00000 5017.50ഀ
MILLING, ASPHALT, 1 1/2 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 301 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 301 CONTRACT ID : R -31929-A COUNTIES : JASPERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1139301 |( 2 ) 35-1489621 |( 3 ) 35-1917625ഀ
|E & B PAVING INC |HRP CONSTRUCTION INC |MILESTONE CONTRACTORS LPഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0020 401-07321 560.600 TON | 78.00000 43726.80| 89.30000 50061.58| 97.00000 54378.20ഀ
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |ഀ
0021 401-07390 886.500 TON | 72.00000 63828.00| 74.45000 65999.93| 94.00000 83331.00ഀ
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |ഀ
0022 401-07407 1494.800 TON | 68.00000 101646.40| 66.10000 98806.28| 89.00000 133037.20ഀ
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |ഀ
0023 406-05520 3.340 TON | 480.00000 1603.20| 415.00000 1386.10| 600.00000 2004.00ഀ
ASPHALT FOR TACK COAT | | |ഀ
0024 601-94689 4.000 EACH | 2800.00000 11200.00| 2450.00000 9800.00| 3500.00000 14000.00ഀ
GUARDRAIL END TREATMENT, OS | | |ഀ
0025 601-99106 164.000 LFT | 35.00000 5740.00| 32.00000 5248.00| 29.00000 4756.00ഀ
GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | |ഀ
0026 604-91531 110.050 SYS | 36.18000 3981.61| 36.00000 3961.80| 57.00000 6272.85ഀ
SIDEWALK, CONCRETE, 4 IN. | | |ഀ
0027 605-06120 39.700 LFT | 37.00000 1468.90| 28.00000 1111.60| 37.00000 1468.90ഀ
CURB, CONCRETE | | |ഀ
0028 605-06140 2250.600 LFT | 24.95000 56152.47| 18.50000 41636.10| 12.00000 27007.20ഀ
CURB AND GUTTER, CONCRETE | | |ഀ
0029 610-08446 788.500 SYS | 46.50000 36665.25| 42.00000 33117.00| 42.00000 33117.00ഀ
PCCP FOR APPROACHES, 6 IN. | | |ഀ
0030 610-09108 795.810 SYS | 49.00000 38994.69| 49.00000 38994.69| 49.00000 38994.69ഀ
PCCP FOR APPROACHES, 9 IN. | | |ഀ
0031 611-06497 14.000 EACH | 175.00000 2450.00| 165.00000 2310.00| 300.00000 4200.00ഀ
MAILBOX ASSEMBLY, SINGLE | | |ഀ
0032 615-06490 22.000 EACH | 150.00000 3300.00| 132.00000 2904.00| 160.00000 3520.00ഀ
RIGHT OF WAY MARKER | | |ഀ
0033 615-06505 7.000 EACH | 600.00000 4200.00| 700.00000 4900.00| 610.00000 4270.00ഀ
MONUMENT, B | | |ഀ
0034 621-01004 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 450.00000 900.00ഀ
MOBILIZATION AND DEMOBILIZATION FOR | | |ഀ
SEEDING | | |ഀ
0035 621-06575 3339.000 SYS | 3.72000 12421.08| 3.72000 12421.08| 5.50000 18364.50ഀ
SODDING, NURSERY | | |ഀ
0036 628-09403 12.000 MOS | 2100.00000 25200.00| 1600.00000 19200.00| 2700.00000 32400.00ഀ
FIELD OFFICE, C | | |ഀ
0037 702-04878 1284.000 LBS | 5.00000 6420.00| 5.00000 6420.00| 2.00000 2568.00ഀ
GRATES, BASINS, AND FITTINGS, DUCTILE | | |ഀ
IRON | | |ഀ
0038 715-05024 943.000 LFT | 73.00000 68839.00| 40.00000 37720.00| 65.00000 61295.00ഀ
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |ഀ
0039 715-05149 824.000 LFT | 41.00000 33784.00| 25.00000 20600.00| 37.00000 30488.00ഀ
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 301 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 301 CONTRACT ID : R -31929-A COUNTIES : JASPERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1139301 |( 2 ) 35-1489621 |( 3 ) 35-1917625ഀ
|E & B PAVING INC |HRP CONSTRUCTION INC |MILESTONE CONTRACTORS LPഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0040 715-05151 12.000 LFT | 50.00000 600.00| 26.00000 312.00| 75.00000 900.00ഀ
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |ഀ
0041 715-05156 744.000 LFT | 76.00000 56544.00| 32.00000 23808.00| 60.00000 44640.00ഀ
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |ഀ
0042 715-05168 91.000 LFT | 44.00000 4004.00| 25.00000 2275.00| 37.00000 3367.00ഀ
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |ഀ
0043 715-05409 45.000 LFT | 40.00000 1800.00| 55.00000 2475.00| 50.00000 2250.00ഀ
PIPE, SANITARY SEWER, 10 IN. | | |ഀ
0044 715-05428 189.000 LFT | 92.00000 17388.00| 100.00000 18900.00| 125.00000 23625.00ഀ
PIPE, SLOTTED VANE DRAIN, 12 IN. | | |ഀ
0045 715-46040 1.000 EACH | 1135.00000 1135.00| 2200.00000 2200.00| 3200.00000 3200.00ഀ
PIPE END SECTION, 36 IN. | | |ഀ
0046 720-04467 1.000 EACH | 1730.00000 1730.00| 4100.00000 4100.00| 2000.00000 2000.00ഀ
INLET, C5 | | |ഀ
0047 720-08628 1.000 EACH | 1540.00000 1540.00| 2500.00000 2500.00| 1400.00000 1400.00ഀ
SLOTTED DRAIN PIPE CLEANOUT PORT, TYPE | | |ഀ
II | | |ഀ
0048 720-45235 8.000 EACH | 1431.00000 11448.00| 2600.00000 20800.00| 1700.00000 13600.00ഀ
CATCH BASIN, E7 | | |ഀ
0049 720-45265 5.000 EACH | 1040.00000 5200.00| 1300.00000 6500.00| 1100.00000 5500.00ഀ
PIPE CATCH BASIN, 15 IN. | | |ഀ
0050 720-45270 1.000 EACH | 680.00000 680.00| 1400.00000 1400.00| 1200.00000 1200.00ഀ
PIPE CATCH BASIN, 18 IN. | | |ഀ
0051 720-45410 1.000 EACH | 1660.00000 1660.00| 3200.00000 3200.00| 2600.00000 2600.00ഀ
MANHOLE, C4 | | |ഀ
0052 720-95422 18.000 EACH | 1820.00000 32760.00| 4600.00000 82800.00| 3100.00000 55800.00ഀ
MANHOLE, J4 | | |ഀ
0053 720-98174 14.000 EACH | 2085.00000 29190.00| 4100.00000 57400.00| 2700.00000 37800.00ഀ
INLET, B15 | | |ഀ
0054 720-98555 15.000 EACH | 2075.00000 31125.00| 4100.00000 61500.00| 2700.00000 40500.00ഀ
INLET, C15 | | |ഀ
0055 732-02531 3.000 EACH | 780.00000 2340.00| 600.00000 1800.00| 1000.00000 3000.00ഀ
VALVE WITH BOX, RESTRAINED, GATE, | | |ഀ
DUCTILE IRON 6 IN. | | |ഀ
0056 732-09203 3.000 EACH | 905.00000 2715.00| 400.00000 1200.00| 1600.00000 4800.00ഀ
CUT-IN SLEEVE | | |ഀ
0057 732-90573 385.000 LFT | 29.00000 11165.00| 30.00000 11550.00| 62.00000 23870.00ഀ
WATER SERVICE LINE, 0.75 IN | | |ഀ
0058 732-91738 78.000 LFT | 39.00000 3042.00| 50.00000 3900.00| 135.00000 10530.00ഀ
WATER MAIN, DUCTILE IRON, 6 IN. | | |ഀ
0059 732-91742 3.000 EACH | 3415.00000 10245.00| 4000.00000 12000.00| 4800.00000 14400.00ഀ
FIRE HYDRANT | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 301 -5ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 301 CONTRACT ID : R -31929-A COUNTIES : JASPERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1139301 |( 2 ) 35-1489621 |( 3 ) 35-1917625ഀ
|E & B PAVING INC |HRP CONSTRUCTION INC |MILESTONE CONTRACTORS LPഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0060 801-04308 8.000 EACH | 310.00000 2480.00| 310.00000 2480.00| 320.00000 2560.00ഀ
ROAD CLOSURE SIGN ASSEMBLY | | |ഀ
0061 801-06625 13.000 EACH | 89.00000 1157.00| 89.00000 1157.00| 90.00000 1170.00ഀ
DETOUR ROUTE MARKER ASSEMBLY | | |ഀ
0062 801-06640 28.000 EACH | 125.00000 3500.00| 125.00000 3500.00| 125.00000 3500.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0063 801-06645 1.000 EACH | 40.00000 40.00| 40.00000 40.00| 40.00000 40.00ഀ
CONSTRUCTION SIGN, B | | |ഀ
0064 801-06775 LUMP | 10300.00000 10300.00| 18000.00000 18000.00| 18000.00000 18000.00ഀ
MAINTAINING TRAFFIC | | |ഀ
0065 801-07119 144.000 LFT | 10.00000 1440.00| 10.00000 1440.00| 10.00000 1440.00ഀ
BARRICADE, III-B | | |ഀ
0066 802-05701 61.000 LFT | 24.00000 1464.00| 15.75000 960.75| 24.00000 1464.00ഀ
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |ഀ
BASE | | |ഀ
0067 802-76025 41.250 SFT | 16.00000 660.00| 23.00000 948.75| 23.00000 948.75ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.080 IN. THICKNESS | | |ഀ
0068 802-76035 9.000 SFT | 19.00000 171.00| 20.00000 180.00| 20.00000 180.00ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.100 IN. THICKNESS | | |ഀ
0069 808-06703 556.000 LFT | 0.33000 183.48| 0.33000 183.48| 0.35000 194.60ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0070 808-75245 3886.000 LFT | 0.33000 1282.38| 0.33000 1282.38| 0.35000 1360.10ഀ
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |ഀ
IN. | | |ഀ
0071 808-75297 155.000 LFT | 3.55000 550.25| 3.55000 550.25| 4.00000 620.00ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
STOP LINE, 24 IN. | | |ഀ
0072 808-75340 1.000 EACH | 275.00000 275.00| 275.00000 275.00| 275.00000 275.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, WORD, RXR | | |ഀ
SECTION TOTALS | $ 1,136,921.97| $ 1,213,934.27| $ 1,294,987.24ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 1,136,921.97| $ 1,213,934.27| $ 1,294,987.24ഀ
====================================================================================================================================ഀ
ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 301 -6ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 301 CONTRACT ID : R -31929-A COUNTIES : JASPERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-0918397 |( ) |( )ഀ
|RIETH RILEY CONSTRUCTION | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 ASPHALT RESURFACEഀ
| | |ഀ
0001 105-06845 LUMP | 50000.00000 50000.00| |ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 109-08359 1.000 DOL | 1.00000 1.00| |ഀ
LIQUIDATED DAMAGES | | |ഀ
0003 109-08360 1.000 DOL | 1.00000 1.00| |ഀ
CONTRACT LIENS | | |ഀ
0004 109-08440 1.000 DOL | 1.00000 1.00| |ഀ
QUALITY ADJUSTMENTS, HMA | | |ഀ
0005 109-08443 1.000 DOL | 1.00000 1.00| |ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0006 109-08444 1.000 DOL | 1.00000 1.00| |ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0007 109-09489 1.000 DOL | 1.00000 1.00| |ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0008 110-01001 LUMP | 66639.31000 66639.31| |ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0009 201-52370 LUMP | 50000.00000 50000.00| |ഀ
CLEARING RIGHT OF WAY | | |ഀ
0010 202-01000 LUMP | 5965.71000 5965.71| |ഀ
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |ഀ
0011 203-02000 2958.000 CYS | 20.00000 59160.00| |ഀ
EXCAVATION, COMMON | | |ഀ
0012 203-02070 1007.000 CYS | 26.71000 26896.97| |ഀ
BORROW | | |ഀ
0013 205-06933 13.000 EACH | 90.00000 1170.00| |ഀ
TEMPORARY DITCH INLET PROTECTION | | |ഀ
0014 205-06937 2194.000 LFT | 2.78000 6099.32| |ഀ
TEMPORARY SILT FENCE | | |ഀ
0015 207-08263 8863.500 SYS | 5.75000 50965.13| |ഀ
SUBGRADE TREATMENT, TYPE IA | | |ഀ
0016 211-09264 1606.000 CYS | 20.00000 32120.00| |ഀ
STRUCTURE BACKFILL, TYPE 1 | | |ഀ
0017 301-07448 3898.400 TON | 18.37000 71613.61| |ഀ
COMPACTED AGGREGATE, NO. 53, BASE | | |ഀ
0018 303-01180 115.000 TON | 27.98000 3217.70| |ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
0019 306-08034 66.900 SYS | 7.33000 490.38| |ഀ
MILLING, ASPHALT, 1 1/2 IN. | | |ഀ
0020 401-07321 560.600 TON | 89.30000 50061.58| |ഀ
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 301 -7ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 301 CONTRACT ID : R -31929-A COUNTIES : JASPERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-0918397 |( ) |( )ഀ
|RIETH RILEY CONSTRUCTION | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0021 401-07390 886.500 TON | 74.45000 65999.93| |ഀ
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |ഀ
0022 401-07407 1494.800 TON | 66.10000 98806.28| |ഀ
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |ഀ
0023 406-05520 3.340 TON | 415.00000 1386.10| |ഀ
ASPHALT FOR TACK COAT | | |ഀ
0024 601-94689 4.000 EACH | 2450.00000 9800.00| |ഀ
GUARDRAIL END TREATMENT, OS | | |ഀ
0025 601-99106 164.000 LFT | 32.00000 5248.00| |ഀ
GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | |ഀ
0026 604-91531 110.050 SYS | 66.15000 7279.81| |ഀ
SIDEWALK, CONCRETE, 4 IN. | | |ഀ
0027 605-06120 39.700 LFT | 32.55000 1292.24| |ഀ
CURB, CONCRETE | | |ഀ
0028 605-06140 2250.600 LFT | 19.45000 43774.17| |ഀ
CURB AND GUTTER, CONCRETE | | |ഀ
0029 610-08446 788.500 SYS | 64.27000 50676.90| |ഀ
PCCP FOR APPROACHES, 6 IN. | | |ഀ
0030 610-09108 795.810 SYS | 70.34000 55977.28| |ഀ
PCCP FOR APPROACHES, 9 IN. | | |ഀ
0031 611-06497 14.000 EACH | 474.95000 6649.30| |ഀ
MAILBOX ASSEMBLY, SINGLE | | |ഀ
0032 615-06490 22.000 EACH | 132.00000 2904.00| |ഀ
RIGHT OF WAY MARKER | | |ഀ
0033 615-06505 7.000 EACH | 700.00000 4900.00| |ഀ
MONUMENT, B | | |ഀ
0034 621-01004 2.000 EACH | 450.00000 900.00| |ഀ
MOBILIZATION AND DEMOBILIZATION FOR | | |ഀ
SEEDING | | |ഀ
0035 621-06575 3339.000 SYS | 5.40000 18030.60| |ഀ
SODDING, NURSERY | | |ഀ
0036 628-09403 12.000 MOS | 4072.93000 48875.16| |ഀ
FIELD OFFICE, C | | |ഀ
0037 702-04878 1284.000 LBS | 8.00000 10272.00| |ഀ
GRATES, BASINS, AND FITTINGS, DUCTILE | | |ഀ
IRON | | |ഀ
0038 715-05024 943.000 LFT | 80.00000 75440.00| |ഀ
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |ഀ
0039 715-05149 824.000 LFT | 50.00000 41200.00| |ഀ
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |ഀ
0040 715-05151 12.000 LFT | 60.00000 720.00| |ഀ
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 301 -8ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 301 CONTRACT ID : R -31929-A COUNTIES : JASPERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-0918397 |( ) |( )ഀ
|RIETH RILEY CONSTRUCTION | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0041 715-05156 744.000 LFT | 72.00000 53568.00| |ഀ
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |ഀ
0042 715-05168 91.000 LFT | 55.00000 5005.00| |ഀ
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |ഀ
0043 715-05409 45.000 LFT | 48.00000 2160.00| |ഀ
PIPE, SANITARY SEWER, 10 IN. | | |ഀ
0044 715-05428 189.000 LFT | 75.00000 14175.00| |ഀ
PIPE, SLOTTED VANE DRAIN, 12 IN. | | |ഀ
0045 715-46040 1.000 EACH | 1000.00000 1000.00| |ഀ
PIPE END SECTION, 36 IN. | | |ഀ
0046 720-04467 1.000 EACH | 1500.00000 1500.00| |ഀ
INLET, C5 | | |ഀ
0047 720-08628 1.000 EACH | 1000.00000 1000.00| |ഀ
SLOTTED DRAIN PIPE CLEANOUT PORT, TYPE | | |ഀ
II | | |ഀ
0048 720-45235 8.000 EACH | 1800.00000 14400.00| |ഀ
CATCH BASIN, E7 | | |ഀ
0049 720-45265 5.000 EACH | 1200.00000 6000.00| |ഀ
PIPE CATCH BASIN, 15 IN. | | |ഀ
0050 720-45270 1.000 EACH | 1300.00000 1300.00| |ഀ
PIPE CATCH BASIN, 18 IN. | | |ഀ
0051 720-45410 1.000 EACH | 1800.00000 1800.00| |ഀ
MANHOLE, C4 | | |ഀ
0052 720-95422 18.000 EACH | 2000.00000 36000.00| |ഀ
MANHOLE, J4 | | |ഀ
0053 720-98174 14.000 EACH | 1600.00000 22400.00| |ഀ
INLET, B15 | | |ഀ
0054 720-98555 15.000 EACH | 1900.00000 28500.00| |ഀ
INLET, C15 | | |ഀ
0055 732-02531 3.000 EACH | 1000.00000 3000.00| |ഀ
VALVE WITH BOX, RESTRAINED, GATE, | | |ഀ
DUCTILE IRON 6 IN. | | |ഀ
0056 732-09203 3.000 EACH | 900.00000 2700.00| |ഀ
CUT-IN SLEEVE | | |ഀ
0057 732-90573 385.000 LFT | 18.00000 6930.00| |ഀ
WATER SERVICE LINE, 0.75 IN | | |ഀ
0058 732-91738 78.000 LFT | 39.00000 3042.00| |ഀ
WATER MAIN, DUCTILE IRON, 6 IN. | | |ഀ
0059 732-91742 3.000 EACH | 3500.00000 10500.00| |ഀ
FIRE HYDRANT | | |ഀ
0060 801-04308 8.000 EACH | 310.00000 2480.00| |ഀ
ROAD CLOSURE SIGN ASSEMBLY | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 301 -9ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 301 CONTRACT ID : R -31929-A COUNTIES : JASPERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-0918397 |( ) |( )ഀ
|RIETH RILEY CONSTRUCTION | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0061 801-06625 13.000 EACH | 89.00000 1157.00| |ഀ
DETOUR ROUTE MARKER ASSEMBLY | | |ഀ
0062 801-06640 28.000 EACH | 125.00000 3500.00| |ഀ
CONSTRUCTION SIGN, A | | |ഀ
0063 801-06645 1.000 EACH | 40.00000 40.00| |ഀ
CONSTRUCTION SIGN, B | | |ഀ
0064 801-06775 LUMP | 80277.08000 80277.08| |ഀ
MAINTAINING TRAFFIC | | |ഀ
0065 801-07119 144.000 LFT | 10.00000 1440.00| |ഀ
BARRICADE, III-B | | |ഀ
0066 802-05701 61.000 LFT | 15.75000 960.75| |ഀ
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |ഀ
BASE | | |ഀ
0067 802-76025 41.250 SFT | 23.00000 948.75| |ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.080 IN. THICKNESS | | |ഀ
0068 802-76035 9.000 SFT | 20.00000 180.00| |ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.100 IN. THICKNESS | | |ഀ
0069 808-06703 556.000 LFT | 0.33000 183.48| |ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0070 808-75245 3886.000 LFT | 0.33000 1282.38| |ഀ
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |ഀ
IN. | | |ഀ
0071 808-75297 155.000 LFT | 3.55000 550.25| |ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
STOP LINE, 24 IN. | | |ഀ
0072 808-75340 1.000 EACH | 275.00000 275.00| |ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, WORD, RXR | | |ഀ
SECTION TOTALS | $ 1,332,792.17| $ | $ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 1,332,792.17| $ 0.00| $ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 355 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 355 CONTRACT ID : RS-31810-A COUNTIES : UNION MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT WAYNEഀ
DESCRIPTION : MICROSURFACING COMPLETION DATE : 10/30/09ഀ
LOCATION : ON SR 227, FROM IN/OH STATE LN TO 7.17 mi N OF IN/OH STATE PROJECT(S) : 0810393ഀ
LN AND ON SR32, FROM JCT OF SR 9 TO 4.01 mi W OF JCT OF SR 9 0810407ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 26-2688853 STRAWSER CONSTRUCTION INC $ 905,417.35 100.0000%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 355 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 355 CONTRACT ID : RS-31810-A COUNTIES : UNION MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT WAYNEഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 26-2688853 |( ) |( )ഀ
|STRAWSER CONSTRUCTION INC | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 MICROSURFACINGഀ
| | |ഀ
0001 105-06845 LUMP | 5100.00000 5100.00| |ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 105-08520 1.000 EACH | 200.00000 200.00| |ഀ
CELLULAR TELEPHONE/RADIO | | |ഀ
0003 105-08521 9.000 MOS | 150.00000 1350.00| |ഀ
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 109-09489 1.000 DOL | 1.00000 1.00| |ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0011 110-01001 LUMP | 18760.00000 18760.00| |ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0012 304-07490 100.000 TON | 250.00000 25000.00| |ഀ
HMA PATCHING, TYPE B | | |ഀ
0013 411-09521 176865.000 SYS | 4.07000 719840.55| |ഀ
MICRO-SURFACING, WARRANTED, MULTIPLE | | |ഀ
COURSE | | |ഀ
0014 628-09402 9.000 MOS | 1800.00000 16200.00| |ഀ
FIELD OFFICE, B | | |ഀ
0015 628-09407 9.000 MOS | 250.00000 2250.00| |ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , 1 EACH | | |ഀ
0016 801-03290 4.000 EACH | 239.00000 956.00| |ഀ
CONSTRUCTION SIGN, C | | |ഀ
0017 801-06640 64.000 EACH | 99.00000 6336.00| |ഀ
CONSTRUCTION SIGN, A | | |ഀ
0018 801-06775 LUMP | 81036.00000 81036.00| |ഀ
MAINTAINING TRAFFIC | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 355 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 355 CONTRACT ID : RS-31810-A COUNTIES : UNION MADISONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICT WAYNEഀ
====================================================================================================================================ഀ
|( 1 ) 26-2688853 |( ) |( )ഀ
|STRAWSER CONSTRUCTION INC | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0019 808-06703 8510.000 LFT | 0.39000 3318.90| |ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0020 808-06711 1630.000 LFT | 0.15000 244.50| |ഀ
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |ഀ
0021 808-06712 4940.000 LFT | 0.15000 741.00| |ഀ
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |ഀ
0022 808-06713 68981.000 LFT | 0.15000 10347.15| |ഀ
LINE, PAINT, SOLID, WHITE, 4 IN. | | |ഀ
0023 808-06714 61535.000 LFT | 0.15000 9230.25| |ഀ
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |ഀ
0024 808-75297 328.000 LFT | 4.00000 1312.00| |ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
STOP LINE, 24 IN. | | |ഀ
0025 808-75300 448.000 LFT | 1.00000 448.00| |ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
CROSSWALK LINE, 6 IN. | | |ഀ
0026 808-75320 18.000 EACH | 80.00000 1440.00| |ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, LANE INDICATION ARROW | | |ഀ
0027 808-75325 13.000 EACH | 100.00000 1300.00| |ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, WORD (ONLY) | | |ഀ
SECTION TOTALS | $ 905,417.35| $ | $ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 905,417.35| $ 0.00| $ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 361 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 361 CONTRACT ID : B -29292-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
DESCRIPTION : SUPERSTRUCTURE REPLACEMENT COMPLETION DATE : 08/02/10ഀ
LOCATION : ON US 31 OVER I-465 AND LICK CREEK NORTH OF SR 135 PROJECT(S) : 0600088ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 4,016,316.04 100.0000%ഀ
2 35-1917625 MILESTONE CONTRACTORS LP $ 4,202,000.00 104.6232%ഀ
3 35-1128289 BEATY CONSTRUCTION INC $ 4,334,007.00 107.9100%ഀ
4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 4,585,445.96 114.1704%ഀ
5 36-2231526 WALSH CONSTRUCTION COMPANY $ 4,980,938.26 124.0176%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 361 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 361 CONTRACT ID : B -29292-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 05-0558668 |( 2 ) 35-1917625 |( 3 ) 35-1128289ഀ
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 BRIDGE REPLACEMENTഀ
| | |ഀ
0001 105-06845 LUMP | 8891.37000 8891.37| 12000.00000 12000.00| 14500.00000 14500.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0007 110-01001 LUMP | 200800.00000 200800.00| 208313.20000 208313.20| 220000.00000 220000.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0008 202-02240 824.000 SYS | 13.86000 11420.64| 10.50000 8652.00| 12.50000 10300.00ഀ
PAVEMENT REMOVAL | | |ഀ
0009 202-02241 362.000 LFT | 2.78000 1006.36| 3.00000 1086.00| 15.00000 5430.00ഀ
GUARDRAIL, REMOVE | | |ഀ
0010 202-02273 329.000 SYS | 45.10000 14837.90| 14.50000 4770.50| 16.00000 5264.00ഀ
CENTER CURB, CONCRETE, REMOVE | | |ഀ
0011 202-02274 1660.000 LFT | 5.48000 9096.80| 5.50000 9130.00| 6.30000 10458.00ഀ
CURB, CONCRETE, INTEGRAL, REMOVE | | |ഀ
0012 202-02277 262.000 LFT | 7.07000 1852.34| 3.00000 786.00| 8.70000 2279.40ഀ
GUTTER, LIP, REMOVE | | |ഀ
0013 202-04089 3.000 EACH | 63.44000 190.32| 68.50000 205.50| 37.50000 112.50ഀ
SIGN, SHEET, REMOVE | | |ഀ
0014 202-51328 LUMP | 501000.00000 501000.00| 350000.00000 350000.00| 303175.60000 303175.60ഀ
PRESENT STRUCTURE, REMOVE PORTIONS | | |ഀ
0015 202-51368 119.000 SYS | 18.76000 2232.44| 8.50000 1011.50| 19.00000 2261.00ഀ
SLOPEWALL, REMOVE | | |ഀ
0016 202-91385 4.000 EACH | 389.20000 1556.80| 240.00000 960.00| 270.00000 1080.00ഀ
INLET, REMOVE | | |ഀ
0017 203-02000 688.000 CYS | 32.15000 22119.20| 13.50000 9288.00| 11.50000 7912.00ഀ
EXCAVATION, COMMON | | |ഀ
0018 203-02070 145.000 CYS | 14.74000 2137.30| 13.00000 1885.00| 26.00000 3770.00ഀ
BORROW | | |ഀ
0019 205-06937 825.000 LFT | 4.52000 3729.00| 1.98000 1633.50| 3.00000 2475.00ഀ
TEMPORARY SILT FENCE | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 361 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 361 CONTRACT ID : B -29292-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 05-0558668 |( 2 ) 35-1917625 |( 3 ) 35-1128289ഀ
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0020 206-51230 537.000 CYS | 46.69000 25072.53| 13.00000 6981.00| 20.00000 10740.00ഀ
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |ഀ
0021 206-93520 600.000 SFT | 13.86000 8316.00| 28.00000 16800.00| 38.00000 22800.00ഀ
TEMPORARY SHEET PILING | | |ഀ
0022 211-06467 115.000 CYS | 56.86000 6538.90| 65.00000 7475.00| 39.00000 4485.00ഀ
AGGREGATE FOR END BENT BACKFILL | | |ഀ
0023 211-09268 7.000 CYS | 82.77000 579.39| 85.00000 595.00| 133.00000 931.00ഀ
STRUCTURE BACKFILL, TYPE 5 | | |ഀ
0024 302-07455 121.000 CYS | 37.38000 4522.98| 95.00000 11495.00| 37.50000 4537.50ഀ
DENSE GRADED SUBBASE | | |ഀ
0025 303-01180 118.000 TON | 20.87000 2462.66| 23.00000 2714.00| 19.00000 2242.00ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
0026 303-93506 118.000 CYS | 55.82000 6586.76| 40.00000 4720.00| 42.00000 4956.00ഀ
AGGREGATE, 2 | | |ഀ
0027 304-07494 1010.000 TON | 58.73000 59317.30| 73.00000 73730.00| 81.00000 81810.00ഀ
WIDENING WITH HMA, TYPE C | | |ഀ
0028 306-08043 698.000 SYS | 9.78000 6826.44| 9.00000 6282.00| 18.50000 12913.00ഀ
MILLING, TRANSITION | | |ഀ
0029 402-07434 157.000 TON | 75.03000 11779.71| 80.00000 12560.00| 121.00000 18997.00ഀ
HMA SURFACE, TYPE C | | |ഀ
0030 402-07435 172.000 TON | 66.88000 11503.36| 63.00000 10836.00| 92.00000 15824.00ഀ
HMA INTERMEDIATE, TYPE A | | |ഀ
0031 402-07439 370.000 TON | 66.88000 24745.60| 64.00000 23680.00| 92.00000 34040.00ഀ
HMA INTERMEDIATE, TYPE C | | |ഀ
0032 406-05521 3762.000 SYS | 0.16000 601.92| 0.14000 526.68| 0.25000 940.50ഀ
ASPHALT FOR TACK COAT | | |ഀ
0033 502-06329 318.000 SYS | 72.39000 23020.02| 75.00000 23850.00| 71.00000 22578.00ഀ
PCCP, 12 IN. | | |ഀ
0034 503-03489 144.000 EACH | 13.53000 1948.32| 17.00000 2448.00| 23.50000 3384.00ഀ
RETROFITTED TIE BARS | | |ഀ
0035 503-05310 144.000 LFT | 186.87000 26909.28| 140.00000 20160.00| 184.00000 26496.00ഀ
TERMINAL JOINT | | |ഀ
0036 601-01522 2.000 EACH | 2082.63000 4165.26| 1915.00000 3830.00| 3295.00000 6590.00ഀ
GUARDRAIL TRANSITION TYPE TGB | | |ഀ
0037 601-06035 150.000 LFT | 85.92000 12888.00| 79.00000 11850.00| 54.00000 8100.00ഀ
GUARDRAIL, RESET | | |ഀ
0038 601-94689 2.000 EACH | 2821.07000 5642.14| 2594.00000 5188.00| 3662.00000 7324.00ഀ
GUARDRAIL END TREATMENT, OS | | |ഀ
0039 601-99105 125.000 LFT | 21.75000 2718.75| 20.00000 2500.00| 25.00000 3125.00ഀ
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |ഀ
0040 602-06729 22.000 EACH | 15.23000 335.06| 14.00000 308.00| 17.00000 374.00ഀ
BARRIER DELINEATOR | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 361 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 361 CONTRACT ID : B -29292-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 05-0558668 |( 2 ) 35-1917625 |( 3 ) 35-1128289ഀ
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0041 602-08605 43.000 LFT | 174.40000 7499.20| 100.00000 4300.00| 85.00000 3655.00ഀ
CONCRETE BARRIER, 33 IN. | | |ഀ
0042 605-06090 2048.000 LFT | 20.05000 41062.40| 18.00000 36864.00| 13.00000 26624.00ഀ
CURB, INTEGRAL, CONCRETE | | |ഀ
0043 605-06250 329.000 SYS | 84.10000 27668.90| 60.00000 19740.00| 76.00000 25004.00ഀ
CENTER CURB, C, CONCRETE | | |ഀ
0044 609-06259 482.000 SYS | 56.89000 27420.98| 85.00000 40970.00| 72.00000 34704.00ഀ
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |ഀ
IN. | | |ഀ
0045 616-02320 1113.000 SYS | 3.13000 3483.69| 0.80000 890.40| 3.50000 3895.50ഀ
GEOTEXTILES | | |ഀ
0046 616-05688 410.000 TON | 87.59000 35911.90| 29.00000 11890.00| 45.00000 18450.00ഀ
RIPRAP, CLASS 1 | | |ഀ
0047 616-06405 273.000 TON | 24.02000 6557.46| 28.00000 7644.00| 31.00000 8463.00ഀ
RIPRAP, REVETMENT | | |ഀ
0048 616-51367 119.000 SYS | 147.03000 17496.57| 82.87000 9861.53| 85.00000 10115.00ഀ
SLOPEWALL, CONCRETE, 4 IN. | | |ഀ
0049 619-09437 2541.000 SFT | 12.21000 31025.61| 10.00000 25410.00| 10.00000 25410.00ഀ
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | |ഀ
0050 621-01004 2.000 EACH | 217.51000 435.02| 200.00000 400.00| 300.00000 600.00ഀ
MOBILIZATION AND DEMOBILIZATION FOR | | |ഀ
SEEDING | | |ഀ
0051 621-02363 1447.000 SYS | 0.73000 1056.31| 0.67000 969.49| 1.00000 1447.00ഀ
MULCHED SEEDING, T, CONVENTIONAL MIX | | |ഀ
0052 621-06560 1447.000 SYS | 1.29000 1866.63| 1.19000 1721.93| 1.80000 2604.60ഀ
MULCHED SEEDING, U | | |ഀ
0053 621-06567 0.600 kGAL | 0.54000 0.32| 0.50000 0.30| 0.75000 0.45ഀ
WATER | | |ഀ
0054 621-06574 163.000 SYS | 13.30000 2167.90| 12.23000 1993.49| 18.30000 2982.90ഀ
SODDING | | |ഀ
0055 622-98200 4.000 EACH | 21.31000 85.24| 68.00000 272.00| 102.00000 408.00ഀ
SIGN, DO NOT DISTURB | | |ഀ
0056 628-09401 15.000 MOS | 1526.89000 22903.35| 2400.00000 36000.00| 2185.00000 32775.00ഀ
FIELD OFFICE, A | | |ഀ
0057 628-09407 15.000 MOS | 90.45000 1356.75| 200.00000 3000.00| 100.00000 1500.00ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , ONE EACH | | |ഀ
0058 702-51005 399.000 CYS | 572.70000 228507.30| 990.00000 395010.00| 932.00000 371868.00ഀ
CONCRETE, A, SUBSTRUCTURE | | |ഀ
0059 702-51100 504.000 LBS | 5.85000 2948.40| 4.30000 2167.20| 5.50000 2772.00ഀ
DRAIN PIPE, CAST IRON, 6 IN. | | |ഀ
0060 702-51110 1932.000 LBS | 3.65000 7051.80| 3.20000 6182.40| 2.30000 4443.60ഀ
GRATES, BASINS, AND FITTINGS, CAST IRON | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 361 -5ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 361 CONTRACT ID : B -29292-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 05-0558668 |( 2 ) 35-1917625 |( 3 ) 35-1128289ഀ
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0061 702-51863 560.000 EACH | 8.46000 4737.60| 7.00000 3920.00| 17.00000 9520.00ഀ
FIELD DRILLED HOLE IN CONCRETE | | |ഀ
0062 702-93722 4.000 CYS | 934.78000 3739.12| 380.00000 1520.00| 472.00000 1888.00ഀ
CONCRETE, C | | |ഀ
0063 703-06028 44251.000 LBS | 0.78000 34515.78| 0.72000 31860.72| 0.75000 33188.25ഀ
REINFORCING BARS | | |ഀ
0064 703-06029 342020.000 LBS | 0.74000 253094.80| 0.76000 259935.20| 0.85000 290717.00ഀ
REINFORCING BARS, EPOXY COATED | | |ഀ
0065 703-97936 12.000 EACH | 31.13000 373.56| 29.00000 348.00| 36.00000 432.00ഀ
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |ഀ
0066 704-51002 997.000 CYS | 426.22000 424941.34| 610.00000 608170.00| 600.00000 598200.00ഀ
CONCRETE, C, SUPERSTRUCTURE | | |ഀ
0067 706-05732 4.000 EACH | 2175.08000 8700.32| 1400.00000 5600.00| 1800.00000 7200.00ഀ
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |ഀ
0068 706-51020 76.400 CYS | 326.26000 24926.26| 440.00000 33616.00| 545.00000 41638.00ഀ
CONCRETE, C, RAILING | | |ഀ
0069 709-51821 LUMP | 19080.85000 19080.85| 16290.00000 16290.00| 20000.00000 20000.00ഀ
SURFACE SEAL | | |ഀ
0070 710-09158 170.000 SFT | 96.34000 16377.80| 95.00000 16150.00| 83.00000 14110.00ഀ
PATCHING CONCRETE STRUCTURES | | |ഀ
0071 711-02707 24.000 EACH | 112.08000 2689.92| 50.00000 1200.00| 132.00000 3168.00ഀ
ANCHOR PLATE | | |ഀ
0072 711-04121 88.000 EACH | 41.59000 3659.92| 12.00000 1056.00| 53.00000 4664.00ഀ
ANCHOR BOLT, AB1 | | |ഀ
0073 711-51038 LUMP | 1130952.25000 1130952.25| 1130000.00000 1130000.00| 950000.00000 950000.00ഀ
STRUCTURAL STEEL | | |ഀ
0074 711-51864 12.000 EACH | 7.80000 93.60| 28.00000 336.00| 30.00000 360.00ഀ
DRILLED HOLE | | |ഀ
0075 715-05407 290.000 LFT | 7.86000 2279.40| 13.00000 3770.00| 7.00000 2030.00ഀ
PIPE, END BENT DRAIN, 6 IN. | | |ഀ
0076 724-51925 176.000 LFT | 129.59000 22807.84| 130.00000 22880.00| 119.00000 20944.00ഀ
STRUCTURAL EXPANSION JOINT, SS | | |ഀ
0077 726-93525 24.000 EACH | 569.68000 13672.32| 500.00000 12000.00| 472.00000 11328.00ഀ
BEARING ASSEMBLY, II | | |ഀ
0078 726-93526 20.000 EACH | 519.24000 10384.80| 440.00000 8800.00| 435.00000 8700.00ഀ
BEARING ASSEMBLY, III | | |ഀ
0079 801-01093 2.000 EACH | 643.69000 1287.38| 2475.00000 4950.00| 1000.00000 2000.00ഀ
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |ഀ
ASSEMBLY | | |ഀ
0080 801-03290 12.000 EACH | 226.92000 2723.04| 212.00000 2544.00| 365.00000 4380.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0081 801-03291 1.000 EACH | 87.99000 87.99| 114.00000 114.00| 140.00000 140.00ഀ
CONSTRUCTION SIGN, D | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 361 -6ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 361 CONTRACT ID : B -29292-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 05-0558668 |( 2 ) 35-1917625 |( 3 ) 35-1128289ഀ
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0082 801-04308 2.000 EACH | 365.85000 731.70| 486.00000 972.00| 590.00000 1180.00ഀ
ROAD CLOSURE SIGN ASSEMBLY | | |ഀ
0083 801-06201 22.000 SYS | 165.31000 3636.82| 152.00000 3344.00| 165.00000 3630.00ഀ
TEMPORARY PANEL SIGNS | | |ഀ
0084 801-06202 144.000 LFT | 34.26000 4933.44| 31.50000 4536.00| 22.00000 3168.00ഀ
TEMPORARY PANEL SIGN SUPPORTS | | |ഀ
0085 801-06203 2000.000 LFT | 0.42000 840.00| 0.44000 880.00| 0.65000 1300.00ഀ
TEMPORARY PAVEMENT MARKING, 4 IN. | | |ഀ
0086 801-06207 11046.000 LFT | 1.01000 11156.46| 0.93000 10272.78| 1.10000 12150.60ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
4 IN. | | |ഀ
0087 801-06625 21.000 EACH | 82.43000 1731.03| 104.00000 2184.00| 135.00000 2835.00ഀ
DETOUR ROUTE MARKER ASSEMBLY | | |ഀ
0088 801-06640 73.000 EACH | 179.44000 13099.12| 138.00000 10074.00| 250.00000 18250.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0089 801-06645 2.000 EACH | 48.94000 97.88| 77.00000 154.00| 68.00000 136.00ഀ
CONSTRUCTION SIGN, B | | |ഀ
0090 801-06710 500.000 DAY | 8.70000 4350.00| 0.01000 5.00| 12.00000 6000.00ഀ
FLASHING ARROW SIGN | | |ഀ
0091 801-06775 LUMP | 105855.50000 105855.50| 106000.00000 106000.00| 78000.00000 78000.00ഀ
MAINTAINING TRAFFIC | | |ഀ
0093 801-07119 64.000 LFT | 10.14000 648.96| 33.00000 2112.00| 16.00000 1024.00ഀ
BARRICADE, III-B | | |ഀ
0094 801-08401 1920.000 LFT | 13.67000 26246.40| 29.00000 55680.00| 54.00000 103680.00ഀ
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |ഀ
0095 801-08403 1606.000 LFT | 204.01000 327640.06| 210.00000 337260.00| 342.00000 549252.00ഀ
TEMPORARY TRAFFIC BARRIER, TYPE 4 | | |ഀ
0096 801-09133 2.000 EACH | 6519.78000 13039.56| 6325.00000 12650.00| 9000.00000 18000.00ഀ
TEMPORARY CHANGEABLE MESSAGE SIGN | | |ഀ
0097 802-05701 35.000 LFT | 30.56000 1069.60| 33.00000 1155.00| 24.00000 840.00ഀ
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |ഀ
BASE | | |ഀ
0098 802-07060 3.000 EACH | 381.59000 1144.77| 412.00000 1236.00| 60.00000 180.00ഀ
SIGN, SHEET, RELOCATE | | |ഀ
0100 807-02106 4.000 EACH | 700.19000 2800.76| 756.00000 3024.00| 1800.00000 7200.00ഀ
LUMINAIRE, UNDERPASS, WALL MOUNTED, | | |ഀ
HIGH PRESSURE SODIUM, WITH VANDAL | | |ഀ
SHIELD, 150 WATT, FURNISH | | |ഀ
0101 807-02191 2.000 EACH | 1004.91000 2009.82| 1085.00000 2170.00| 1500.00000 3000.00ഀ
HANDHOLE, LIGHTING | | |ഀ
0102 807-07580 120.000 LFT | 14.82000 1778.40| 16.00000 1920.00| 19.50000 2340.00ഀ
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |ഀ
TRENCH, 4 1/C | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 361 -7ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 361 CONTRACT ID : B -29292-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 05-0558668 |( 2 ) 35-1917625 |( 3 ) 35-1128289ഀ
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS LP |BEATY CONSTRUCTION INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0103 807-82052 2.000 EACH | 1771.79000 3543.58| 1913.00000 3826.00| 7200.00000 14400.00ഀ
UNDERPASS CIRCUIT INSTALLATION, 2 | | |ഀ
LUMINAIRES | | |ഀ
0104 807-86910 4.000 EACH | 54.18000 216.72| 58.50000 234.00| 1.50000 6.00ഀ
CONNECTOR KIT, UNFUSED | | |ഀ
0105 807-86915 4.000 EACH | 54.18000 216.72| 58.50000 234.00| 1.50000 6.00ഀ
CONNECTOR KIT, FUSED | | |ഀ
0106 807-86925 4.000 EACH | 37.51000 150.04| 40.50000 162.00| 37.50000 150.00ഀ
MULTIPLE COMPRESSION FITTING, | | |ഀ
WATERPROOFED | | |ഀ
0107 807-86930 8.000 EACH | 32.42000 259.36| 35.00000 280.00| 22.50000 180.00ഀ
INSULATION LINK, NONWATERPROOFED | | |ഀ
0108 807-86935 4.000 EACH | 36.58000 146.32| 39.50000 158.00| 30.00000 120.00ഀ
INSULATION LINK, WATERPROOFED | | |ഀ
0109 807-95488 2.000 EACH | 458.47000 916.94| 495.00000 990.00| 1875.00000 3750.00ഀ
NEMA 4/5 UNDERPASS OR SIGN CIRCUIT | | |ഀ
BREAKER, ENCLOSURE | | |ഀ
0110 808-03002 464.000 LFT | 1.03000 477.92| 1.15000 533.60| 1.40000 649.60ഀ
LINE, EPOXY, BROKEN, WHITE, 4 IN. | | |ഀ
0111 808-03631 987.000 LFT | 1.03000 1016.61| 1.15000 1135.05| 1.40000 1381.80ഀ
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |ഀ
0112 808-03632 987.000 LFT | 1.03000 1016.61| 1.15000 1135.05| 1.40000 1381.80ഀ
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |ഀ
0113 808-06701 936.000 LFT | 0.41000 383.76| 0.46000 430.56| 0.60000 561.60ഀ
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |ഀ
IN. | | |ഀ
0114 808-06703 3252.000 LFT | 0.41000 1333.32| 0.46000 1495.92| 0.60000 1951.20ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0115 808-06716 4324.000 LFT | 0.49000 2118.76| 0.43000 1859.32| 0.70000 3026.80ഀ
LINE, REMOVE | | |ഀ
0116 808-75245 3263.000 LFT | 0.41000 1337.83| 0.46000 1500.98| 0.60000 1957.80ഀ
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |ഀ
IN. | | |ഀ
0117 808-75996 70.000 EACH | 5.14000 359.80| 4.73000 331.10| 11.00000 770.00ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |ഀ
REMOVE | | |ഀ
0118 808-75998 70.000 EACH | 34.75000 2432.50| 24.98000 1748.60| 48.00000 3360.00ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |ഀ
0119 808-95933 3650.000 LFT | 0.71000 2591.50| 0.47000 1715.50| 1.00000 3650.00ഀ
CURB PAINTING, YELLOW | | |ഀ
SECTION TOTALS | $ 4,016,316.04| $ 4,202,000.00| $ 4,334,007.00ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 4,016,316.04| $ 4,202,000.00| $ 4,334,007.00ഀ
====================================================================================================================================ഀ
ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 361 -8ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 361 CONTRACT ID : B -29292-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1618530 |( 5 ) 36-2231526 |( )ഀ
|AMERICAN CONTRACTING & SERVI |WALSH CONSTRUCTION COMPANY |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 BRIDGE REPLACEMENTഀ
| | |ഀ
0001 105-06845 LUMP | 12000.00000 12000.00| 255000.00000 255000.00|ഀ
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 | 229272.29000 229272.29| 249000.00000 249000.00|ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0008 202-02240 824.000 SYS | 15.00000 12360.00| 15.00000 12360.00|ഀ
PAVEMENT REMOVAL | | |ഀ
0009 202-02241 362.000 LFT | 10.00000 3620.00| 10.00000 3620.00|ഀ
GUARDRAIL, REMOVE | | |ഀ
0010 202-02273 329.000 SYS | 15.00000 4935.00| 37.13000 12215.77|ഀ
CENTER CURB, CONCRETE, REMOVE | | |ഀ
0011 202-02274 1660.000 LFT | 7.00000 11620.00| 5.92000 9827.20|ഀ
CURB, CONCRETE, INTEGRAL, REMOVE | | |ഀ
0012 202-02277 262.000 LFT | 20.00000 5240.00| 13.48000 3531.76|ഀ
GUTTER, LIP, REMOVE | | |ഀ
0013 202-04089 3.000 EACH | 68.50000 205.50| 68.50000 205.50|ഀ
SIGN, SHEET, REMOVE | | |ഀ
0014 202-51328 LUMP | 350000.00000 350000.00| 589855.96000 589855.96|ഀ
PRESENT STRUCTURE, REMOVE PORTIONS | | |ഀ
0015 202-51368 119.000 SYS | 25.00000 2975.00| 13.92000 1656.48|ഀ
SLOPEWALL, REMOVE | | |ഀ
0016 202-91385 4.000 EACH | 500.00000 2000.00| 173.40000 693.60|ഀ
INLET, REMOVE | | |ഀ
0017 203-02000 688.000 CYS | 35.00000 24080.00| 20.93000 14399.84|ഀ
EXCAVATION, COMMON | | |ഀ
0018 203-02070 145.000 CYS | 35.00000 5075.00| 18.32000 2656.40|ഀ
BORROW | | |ഀ
0019 205-06937 825.000 LFT | 1.98000 1633.50| 3.01000 2483.25|ഀ
TEMPORARY SILT FENCE | | |ഀ
0020 206-51230 537.000 CYS | 20.00000 10740.00| 19.34000 10385.58|ഀ
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 361 -9ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 361 CONTRACT ID : B -29292-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1618530 |( 5 ) 36-2231526 |( )ഀ
|AMERICAN CONTRACTING & SERVI |WALSH CONSTRUCTION COMPANY |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0021 206-93520 600.000 SFT | 70.00000 42000.00| 19.68000 11808.00|ഀ
TEMPORARY SHEET PILING | | |ഀ
0022 211-06467 115.000 CYS | 70.00000 8050.00| 38.22000 4395.30|ഀ
AGGREGATE FOR END BENT BACKFILL | | |ഀ
0023 211-09268 7.000 CYS | 200.00000 1400.00| 180.69000 1264.83|ഀ
STRUCTURE BACKFILL, TYPE 5 | | |ഀ
0024 302-07455 121.000 CYS | 70.00000 8470.00| 43.45000 5257.45|ഀ
DENSE GRADED SUBBASE | | |ഀ
0025 303-01180 118.000 TON | 30.00000 3540.00| 18.85000 2224.30|ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
0026 303-93506 118.000 CYS | 70.00000 8260.00| 66.02000 7790.36|ഀ
AGGREGATE, 2 | | |ഀ
0027 304-07494 1010.000 TON | 54.00000 54540.00| 63.52000 64155.20|ഀ
WIDENING WITH HMA, TYPE C | | |ഀ
0028 306-08043 698.000 SYS | 20.00000 13960.00| 10.53000 7349.94|ഀ
MILLING, TRANSITION | | |ഀ
0029 402-07434 157.000 TON | 81.00000 12717.00| 81.00000 12717.00|ഀ
HMA SURFACE, TYPE C | | |ഀ
0030 402-07435 172.000 TON | 61.50000 10578.00| 61.50000 10578.00|ഀ
HMA INTERMEDIATE, TYPE A | | |ഀ
0031 402-07439 370.000 TON | 61.50000 22755.00| 61.50000 22755.00|ഀ
HMA INTERMEDIATE, TYPE C | | |ഀ
0032 406-05521 3762.000 SYS | 0.15000 564.30| 0.15000 564.30|ഀ
ASPHALT FOR TACK COAT | | |ഀ
0033 502-06329 318.000 SYS | 100.00000 31800.00| 60.85000 19350.30|ഀ
PCCP, 12 IN. | | |ഀ
0034 503-03489 144.000 EACH | 40.00000 5760.00| 12.90000 1857.60|ഀ
RETROFITTED TIE BARS | | |ഀ
0035 503-05310 144.000 LFT | 175.00000 25200.00| 129.66000 18671.04|ഀ
TERMINAL JOINT | | |ഀ
0036 601-01522 2.000 EACH | 2200.00000 4400.00| 2200.00000 4400.00|ഀ
GUARDRAIL TRANSITION TYPE TGB | | |ഀ
0037 601-06035 150.000 LFT | 36.00000 5400.00| 36.00000 5400.00|ഀ
GUARDRAIL, RESET | | |ഀ
0038 601-94689 2.000 EACH | 2445.00000 4890.00| 2445.00000 4890.00|ഀ
GUARDRAIL END TREATMENT, OS | | |ഀ
0039 601-99105 125.000 LFT | 17.00000 2125.00| 17.00000 2125.00|ഀ
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |ഀ
0040 602-06729 22.000 EACH | 14.00000 308.00| 20.51000 451.22|ഀ
BARRIER DELINEATOR | | |ഀ
0041 602-08605 43.000 LFT | 100.00000 4300.00| 95.22000 4094.46|ഀ
CONCRETE BARRIER, 33 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 361 -10ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 361 CONTRACT ID : B -29292-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1618530 |( 5 ) 36-2231526 |( )ഀ
|AMERICAN CONTRACTING & SERVI |WALSH CONSTRUCTION COMPANY |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0042 605-06090 2048.000 LFT | 18.00000 36864.00| 13.20000 27033.60|ഀ
CURB, INTEGRAL, CONCRETE | | |ഀ
0043 605-06250 329.000 SYS | 65.00000 21385.00| 78.00000 25662.00|ഀ
CENTER CURB, C, CONCRETE | | |ഀ
0044 609-06259 482.000 SYS | 90.00000 43380.00| 61.41000 29599.62|ഀ
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |ഀ
IN. | | |ഀ
0045 616-02320 1113.000 SYS | 2.50000 2782.50| 1.19000 1324.47|ഀ
GEOTEXTILES | | |ഀ
0046 616-05688 410.000 TON | 30.00000 12300.00| 32.17000 13189.70|ഀ
RIPRAP, CLASS 1 | | |ഀ
0047 616-06405 273.000 TON | 25.00000 6825.00| 30.98000 8457.54|ഀ
RIPRAP, REVETMENT | | |ഀ
0048 616-51367 119.000 SYS | 90.00000 10710.00| 81.81000 9735.39|ഀ
SLOPEWALL, CONCRETE, 4 IN. | | |ഀ
0049 619-09437 2541.000 SFT | 10.00000 25410.00| 11.00000 27951.00|ഀ
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | |ഀ
0050 621-01004 2.000 EACH | 200.00000 400.00| 200.00000 400.00|ഀ
MOBILIZATION AND DEMOBILIZATION FOR | | |ഀ
SEEDING | | |ഀ
0051 621-02363 1447.000 SYS | 0.67000 969.49| 0.67000 969.49|ഀ
MULCHED SEEDING, T, CONVENTIONAL MIX | | |ഀ
0052 621-06560 1447.000 SYS | 1.19000 1721.93| 1.19000 1721.93|ഀ
MULCHED SEEDING, U | | |ഀ
0053 621-06567 0.600 kGAL | 0.50000 0.30| 0.50000 0.30|ഀ
WATER | | |ഀ
0054 621-06574 163.000 SYS | 12.23000 1993.49| 12.23000 1993.49|ഀ
SODDING | | |ഀ
0055 622-98200 4.000 EACH | 68.00000 272.00| 68.00000 272.00|ഀ
SIGN, DO NOT DISTURB | | |ഀ
0056 628-09401 15.000 MOS | 2500.00000 37500.00| 2300.00000 34500.00|ഀ
FIELD OFFICE, A | | |ഀ
0057 628-09407 15.000 MOS | 250.00000 3750.00| 200.00000 3000.00|ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , ONE EACH | | |ഀ
0058 702-51005 399.000 CYS | 850.00000 339150.00| 760.00000 303240.00|ഀ
CONCRETE, A, SUBSTRUCTURE | | |ഀ
0059 702-51100 504.000 LBS | 6.00000 3024.00| 7.70000 3880.80|ഀ
DRAIN PIPE, CAST IRON, 6 IN. | | |ഀ
0060 702-51110 1932.000 LBS | 3.50000 6762.00| 2.28000 4404.96|ഀ
GRATES, BASINS, AND FITTINGS, CAST IRON | | |ഀ
0061 702-51863 560.000 EACH | 15.00000 8400.00| 7.94000 4446.40|ഀ
FIELD DRILLED HOLE IN CONCRETE | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 361 -11ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 361 CONTRACT ID : B -29292-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1618530 |( 5 ) 36-2231526 |( )ഀ
|AMERICAN CONTRACTING & SERVI |WALSH CONSTRUCTION COMPANY |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0062 702-93722 4.000 CYS | 800.00000 3200.00| 674.81000 2699.24|ഀ
CONCRETE, C | | |ഀ
0063 703-06028 44251.000 LBS | 0.80000 35400.80| 0.59000 26108.09|ഀ
REINFORCING BARS | | |ഀ
0064 703-06029 342020.000 LBS | 0.90000 307818.00| 0.67000 229153.40|ഀ
REINFORCING BARS, EPOXY COATED | | |ഀ
0065 703-97936 12.000 EACH | 75.00000 900.00| 50.90000 610.80|ഀ
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |ഀ
0066 704-51002 997.000 CYS | 500.00000 498500.00| 625.00000 623125.00|ഀ
CONCRETE, C, SUPERSTRUCTURE | | |ഀ
0067 706-05732 4.000 EACH | 1800.00000 7200.00| 1300.00000 5200.00|ഀ
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |ഀ
0068 706-51020 76.400 CYS | 500.00000 38200.00| 440.00000 33616.00|ഀ
CONCRETE, C, RAILING | | |ഀ
0069 709-51821 LUMP | 17545.00000 17545.00| 20000.00000 20000.00|ഀ
SURFACE SEAL | | |ഀ
0070 710-09158 170.000 SFT | 125.00000 21250.00| 325.00000 55250.00|ഀ
PATCHING CONCRETE STRUCTURES | | |ഀ
0071 711-02707 24.000 EACH | 125.00000 3000.00| 93.57000 2245.68|ഀ
ANCHOR PLATE | | |ഀ
0072 711-04121 88.000 EACH | 30.00000 2640.00| 39.09000 3439.92|ഀ
ANCHOR BOLT, AB1 | | |ഀ
0073 711-51038 LUMP | 1430000.00000 1430000.00| 1180670.78000 1180670.78|ഀ
STRUCTURAL STEEL | | |ഀ
0074 711-51864 12.000 EACH | 25.00000 300.00| 100.00000 1200.00|ഀ
DRILLED HOLE | | |ഀ
0075 715-05407 290.000 LFT | 15.00000 4350.00| 10.29000 2984.10|ഀ
PIPE, END BENT DRAIN, 6 IN. | | |ഀ
0076 724-51925 176.000 LFT | 135.00000 23760.00| 190.00000 33440.00|ഀ
STRUCTURAL EXPANSION JOINT, SS | | |ഀ
0077 726-93525 24.000 EACH | 750.00000 18000.00| 457.00000 10968.00|ഀ
BEARING ASSEMBLY, II | | |ഀ
0078 726-93526 20.000 EACH | 650.00000 13000.00| 407.00000 8140.00|ഀ
BEARING ASSEMBLY, III | | |ഀ
0079 801-01093 2.000 EACH | 695.00000 1390.00| 24.75000 49.50|ഀ
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |ഀ
ASSEMBLY | | |ഀ
0080 801-03290 12.000 EACH | 245.00000 2940.00| 212.00000 2544.00|ഀ
CONSTRUCTION SIGN, C | | |ഀ
0081 801-03291 1.000 EACH | 95.00000 95.00| 114.00000 114.00|ഀ
CONSTRUCTION SIGN, D | | |ഀ
0082 801-04308 2.000 EACH | 395.00000 790.00| 486.00000 972.00|ഀ
ROAD CLOSURE SIGN ASSEMBLY | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 361 -12ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 361 CONTRACT ID : B -29292-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1618530 |( 5 ) 36-2231526 |( )ഀ
|AMERICAN CONTRACTING & SERVI |WALSH CONSTRUCTION COMPANY |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0083 801-06201 22.000 SYS | 152.00000 3344.00| 152.00000 3344.00|ഀ
TEMPORARY PANEL SIGNS | | |ഀ
0084 801-06202 144.000 LFT | 31.50000 4536.00| 31.50000 4536.00|ഀ
TEMPORARY PANEL SIGN SUPPORTS | | |ഀ
0085 801-06203 2000.000 LFT | 0.45000 900.00| 0.44000 880.00|ഀ
TEMPORARY PAVEMENT MARKING, 4 IN. | | |ഀ
0086 801-06207 11046.000 LFT | 0.93000 10272.78| 0.93000 10272.78|ഀ
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |ഀ
4 IN. | | |ഀ
0087 801-06625 21.000 EACH | 89.00000 1869.00| 104.00000 2184.00|ഀ
DETOUR ROUTE MARKER ASSEMBLY | | |ഀ
0088 801-06640 73.000 EACH | 165.00000 12045.00| 138.00000 10074.00|ഀ
CONSTRUCTION SIGN, A | | |ഀ
0089 801-06645 2.000 EACH | 45.00000 90.00| 77.00000 154.00|ഀ
CONSTRUCTION SIGN, B | | |ഀ
0090 801-06710 500.000 DAY | 8.00000 4000.00| 0.01000 5.00|ഀ
FLASHING ARROW SIGN | | |ഀ
0091 801-06775 LUMP | 90000.00000 90000.00| 175000.00000 175000.00|ഀ
MAINTAINING TRAFFIC | | |ഀ
0093 801-07119 64.000 LFT | 10.95000 700.80| 33.00000 2112.00|ഀ
BARRICADE, III-B | | |ഀ
0094 801-08401 1920.000 LFT | 60.00000 115200.00| 25.32000 48614.40|ഀ
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |ഀ
0095 801-08403 1606.000 LFT | 225.00000 361350.00| 347.46000 558020.76|ഀ
TEMPORARY TRAFFIC BARRIER, TYPE 4 | | |ഀ
0096 801-09133 2.000 EACH | 5995.00000 11990.00| 6325.00000 12650.00|ഀ
TEMPORARY CHANGEABLE MESSAGE SIGN | | |ഀ
0097 802-05701 35.000 LFT | 33.00000 1155.00| 33.00000 1155.00|ഀ
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |ഀ
BASE | | |ഀ
0098 802-07060 3.000 EACH | 412.00000 1236.00| 412.00000 1236.00|ഀ
SIGN, SHEET, RELOCATE | | |ഀ
0100 807-02106 4.000 EACH | 756.00000 3024.00| 756.00000 3024.00|ഀ
LUMINAIRE, UNDERPASS, WALL MOUNTED, | | |ഀ
HIGH PRESSURE SODIUM, WITH VANDAL | | |ഀ
SHIELD, 150 WATT, FURNISH | | |ഀ
0101 807-02191 2.000 EACH | 1085.00000 2170.00| 1085.00000 2170.00|ഀ
HANDHOLE, LIGHTING | | |ഀ
0102 807-07580 120.000 LFT | 16.00000 1920.00| 16.00000 1920.00|ഀ
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |ഀ
TRENCH, 4 1/C | | |ഀ
0103 807-82052 2.000 EACH | 1913.00000 3826.00| 1913.00000 3826.00|ഀ
UNDERPASS CIRCUIT INSTALLATION, 2 | | |ഀ
LUMINAIRES | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 361 -13ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 361 CONTRACT ID : B -29292-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1618530 |( 5 ) 36-2231526 |( )ഀ
|AMERICAN CONTRACTING & SERVI |WALSH CONSTRUCTION COMPANY |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0104 807-86910 4.000 EACH | 58.50000 234.00| 58.50000 234.00|ഀ
CONNECTOR KIT, UNFUSED | | |ഀ
0105 807-86915 4.000 EACH | 58.50000 234.00| 58.50000 234.00|ഀ
CONNECTOR KIT, FUSED | | |ഀ
0106 807-86925 4.000 EACH | 40.50000 162.00| 40.50000 162.00|ഀ
MULTIPLE COMPRESSION FITTING, | | |ഀ
WATERPROOFED | | |ഀ
0107 807-86930 8.000 EACH | 35.00000 280.00| 35.00000 280.00|ഀ
INSULATION LINK, NONWATERPROOFED | | |ഀ
0108 807-86935 4.000 EACH | 39.50000 158.00| 39.50000 158.00|ഀ
INSULATION LINK, WATERPROOFED | | |ഀ
0109 807-95488 2.000 EACH | 495.00000 990.00| 495.00000 990.00|ഀ
NEMA 4/5 UNDERPASS OR SIGN CIRCUIT | | |ഀ
BREAKER, ENCLOSURE | | |ഀ
0110 808-03002 464.000 LFT | 0.95000 440.80| 1.15000 533.60|ഀ
LINE, EPOXY, BROKEN, WHITE, 4 IN. | | |ഀ
0111 808-03631 987.000 LFT | 0.95000 937.65| 1.15000 1135.05|ഀ
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |ഀ
0112 808-03632 987.000 LFT | 0.95000 937.65| 1.15000 1135.05|ഀ
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |ഀ
0113 808-06701 936.000 LFT | 0.38000 355.68| 0.46000 430.56|ഀ
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |ഀ
IN. | | |ഀ
0114 808-06703 3252.000 LFT | 0.38000 1235.76| 0.46000 1495.92|ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0115 808-06716 4324.000 LFT | 0.45000 1945.80| 0.43000 1859.32|ഀ
LINE, REMOVE | | |ഀ
0116 808-75245 3263.000 LFT | 0.38000 1239.94| 0.46000 1500.98|ഀ
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |ഀ
IN. | | |ഀ
0117 808-75996 70.000 EACH | 20.00000 1400.00| 21.88000 1531.60|ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |ഀ
REMOVE | | |ഀ
0118 808-75998 70.000 EACH | 31.95000 2236.50| 29.37000 2055.90|ഀ
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |ഀ
0119 808-95933 3650.000 LFT | 0.65000 2372.50| 0.47000 1715.50|ഀ
CURB PAINTING, YELLOW | | |ഀ
SECTION TOTALS | $ 4,585,445.96| $ 4,980,938.26| $ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 4,585,445.96| $ 4,980,938.26| $ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 371 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 371 CONTRACT ID : B -29323-A COUNTIES : LAPORTEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 07/31/10ഀ
LOCATION : ON CR 200E UNDER NICTD RAILROAD, 2.5 MILES NORTH PROJECT(S) : 0501144ഀ
OF US 20ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 26-3919039 TONN AND BLANK CONSTRUCTION LLC $ 1,282,082.27 100.0000%ഀ
2 35-1339168 LAPORTE CONSTRUCTION COMPANY INC $ 1,617,585.14 126.1686%ഀ
3 36-2231526 WALSH CONSTRUCTION COMPANY $ 2,098,453.34 163.6754%ഀ
4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,330,271.87 181.7568%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 371 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 371 CONTRACT ID : B -29323-A COUNTIES : LAPORTEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 26-3919039 |( 2 ) 35-1339168 |( 3 ) 36-2231526ഀ
|TONN AND BLANK CONSTRUCTION |LAPORTE CONSTRUCTION COMPANY |WALSH CONSTRUCTION COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 BRIDGE REPLACEMENTഀ
| | |ഀ
0001 105-06845 LUMP | 39734.10000 39734.10| 15818.91000 15818.91| 350576.82000 350576.82ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0007 110-01001 LUMP | 152989.80000 152989.80| 80000.00000 80000.00| 109472.25000 109472.25ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0008 201-52370 LUMP | 34057.80000 34057.80| 16000.00000 16000.00| 32992.17000 32992.17ഀ
CLEARING RIGHT OF WAY | | |ഀ
0009 202-51330 LUMP | 11932.12000 11932.12| 44879.81000 44879.81| 127000.00000 127000.00ഀ
PRESENT STRUCTURE, REMOVE | | |ഀ
0010 203-02000 3770.000 CYS | 4.59000 17304.30| 20.90000 78793.00| 14.82000 55871.40ഀ
EXCAVATION, COMMON | | |ഀ
0011 205-06932 300.000 LFT | 2.34000 702.00| 10.05000 3015.00| 10.05000 3015.00ഀ
TEMPORARY CHECK DAM, STRAW BALES | | |ഀ
0012 205-06937 2290.000 LFT | 1.90000 4351.00| 4.44000 10167.60| 2.68000 6137.20ഀ
TEMPORARY SILT FENCE | | |ഀ
0013 206-51230 834.000 CYS | 7.82000 6521.88| 14.27000 11901.18| 12.21000 10183.14ഀ
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |ഀ
0014 206-51817 2000.000 SFT | 29.41000 58820.00| 45.00000 90000.00| 50.00000 100000.00ഀ
SHEET PILING, STEEL | | |ഀ
0015 207-08267 3050.000 SYS | 6.78000 20679.00| 11.16000 34038.00| 9.98000 30439.00ഀ
SUBGRADE TREATMENT, TYPE IIIA | | |ഀ
0016 210-07739 2.000 EACH | 44145.40000 88290.80| 81815.06000 163630.12| 50000.00000 100000.00ഀ
TEMPORARY , ROLL-IN BENT | | |ഀ
0017 211-09264 239.000 CYS | 69.67000 16651.13| 30.00000 7170.00| 14.59000 3487.01ഀ
STRUCTURE BACKFILL, TYPE 1 | | |ഀ
0018 211-09265 30.000 CYS | 79.29000 2378.70| 61.48000 1844.40| 11.55000 346.50ഀ
STRUCTURE BACKFILL, TYPE 2 | | |ഀ
0019 211-09268 112.000 CYS | 70.47000 7892.64| 105.00000 11760.00| 89.71000 10047.52ഀ
STRUCTURE BACKFILL, TYPE 5 | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 371 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 371 CONTRACT ID : B -29323-A COUNTIES : LAPORTEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 26-3919039 |( 2 ) 35-1339168 |( 3 ) 36-2231526ഀ
|TONN AND BLANK CONSTRUCTION |LAPORTE CONSTRUCTION COMPANY |WALSH CONSTRUCTION COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0020 303-01180 880.000 TON | 27.03000 23786.40| 30.27000 26637.60| 26.10000 22968.00ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
0021 303-07662 420.000 TON | 49.51000 20794.20| 57.42000 24116.40| 35.19000 14779.80ഀ
STONE , GLACIAL | | |ഀ
0022 303-90466 110.000 TON | 47.89000 5267.90| 48.13000 5294.30| 40.71000 4478.10ഀ
SUBBALLAST | | |ഀ
0023 303-92491 124.000 TON | 55.56000 6889.44| 54.88000 6805.12| 53.84000 6676.16ഀ
BALLAST | | |ഀ
0024 402-07432 225.000 TON | 67.90000 15277.50| 62.80000 14130.00| 65.28000 14688.00ഀ
HMA SURFACE, TYPE A | | |ഀ
0025 402-07435 375.000 TON | 55.14000 20677.50| 51.00000 19125.00| 53.01000 19878.75ഀ
HMA INTERMEDIATE, TYPE A | | |ഀ
0026 402-07440 430.000 TON | 50.06000 21525.80| 46.30000 19909.00| 48.13000 20695.90ഀ
HMA BASE, TYPE A | | |ഀ
0027 406-05520 1.500 TON | 10.81000 16.22| 10.00000 15.00| 10.39000 15.59ഀ
ASPHALT FOR TACK COAT | | |ഀ
0028 601-08434 2.000 EACH | 1264.46000 2528.92| 1135.00000 2270.00| 1200.00000 2400.00ഀ
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |ഀ
PARTS PACKAGE, STAGE 2 | | |ഀ
0029 601-94689 4.000 EACH | 2746.16000 10984.64| 2465.00000 9860.00| 2300.00000 9200.00ഀ
GUARDRAIL END TREATMENT, OS | | |ഀ
0030 601-99105 768.750 LFT | 18.66000 14344.88| 16.75000 12876.56| 17.00000 13068.75ഀ
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |ഀ
0031 615-06505 6.000 EACH | 796.55000 4779.30| 715.00000 4290.00| 600.00000 3600.00ഀ
MONUMENT, B | | |ഀ
0032 615-06527 1.000 EACH | 584.88000 584.88| 525.00000 525.00| 500.00000 500.00ഀ
MONUMENT, SECTION CORNER | | |ഀ
0033 616-02320 570.000 SYS | 1.71000 974.70| 4.33000 2468.10| 1.41000 803.70ഀ
GEOTEXTILES | | |ഀ
0034 621-01004 1.000 EACH | 270.30000 270.30| 250.00000 250.00| 250.00000 250.00ഀ
MOBILIZATION AND DEMOBILIZATION FOR | | |ഀ
SEEDING | | |ഀ
0035 621-01597 1075.000 SYS | 15.05000 16178.75| 13.92000 14964.00| 13.92000 14964.00ഀ
EROSION CONTROL, MAT | | |ഀ
0036 621-03787 12.000 LBS | 113.53000 1362.36| 105.00000 1260.00| 105.00000 1260.00ഀ
SEED MIXTURE, D | | |ഀ
0037 621-06565 1.600 TON | 648.72000 1037.95| 600.00000 960.00| 600.00000 960.00ഀ
MULCHING MATERIAL | | |ഀ
0038 622-52436 5.000 EACH | 43.25000 216.25| 40.00000 200.00| 50.00000 250.00ഀ
SIGN, DO NOT MOW OR SPRAY | | |ഀ
0039 622-91786 123.000 EACH | 11.46000 1409.58| 10.60000 1303.80| 10.60000 1303.80ഀ
SEEDLING | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 371 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 371 CONTRACT ID : B -29323-A COUNTIES : LAPORTEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 26-3919039 |( 2 ) 35-1339168 |( 3 ) 36-2231526ഀ
|TONN AND BLANK CONSTRUCTION |LAPORTE CONSTRUCTION COMPANY |WALSH CONSTRUCTION COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0040 628-09402 13.000 MOS | 998.03000 12974.39| 1000.00000 13000.00| 2320.38000 30164.94ഀ
FIELD OFFICE, B | | |ഀ
0041 628-09407 13.000 MOS | 83.17000 1081.21| 250.00000 3250.00| 307.69000 3999.97ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , I EACH | | |ഀ
0042 701-01849 1359.000 LFT | 75.70000 102876.30| 60.00000 81540.00| 84.86000 115324.74ഀ
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |ഀ
312 IN., 14 IN. | | |ഀ
0043 702-51005 56.000 CYS | 689.73000 38624.88| 750.00000 42000.00| 2140.26000 119854.56ഀ
CONCRETE, A, SUBSTRUCTURE | | |ഀ
0044 702-51863 84.000 EACH | 36.04000 3027.36| 23.09000 1939.56| 30.00000 2520.00ഀ
FIELD DRILLED HOLE IN CONCRETE | | |ഀ
0045 703-51030 13818.000 LBS | 0.85000 11745.30| 1.00000 13818.00| 0.93000 12850.74ഀ
REINFORCING STEEL | | |ഀ
0046 709-51821 LUMP | 540.60000 540.60| 500.00000 500.00| 2500.00000 2500.00ഀ
SURFACE SEAL | | |ഀ
0047 709-98224 1413.000 SFT | 11.73000 16574.49| 10.97000 15500.61| 23.00000 32499.00ഀ
WATERPROOF MEMBRANE | | |ഀ
0048 711-51038 LUMP | 112522.65000 112522.65| 161500.00000 161500.00| 250000.00000 250000.00ഀ
STRUCTURAL STEEL | | |ഀ
0049 714-07665 LUMP | 265715.71000 265715.71| 325000.00000 325000.00| 300000.00000 300000.00ഀ
RETAINING WALL | | |ഀ
0050 714-99348 54.000 LFT | 330.61000 17852.94| 1819.64000 98260.56| 275.00000 14850.00ഀ
CULVERT, PRECAST, REINFORCED CONCRETE | | |ഀ
BOX, 5' X 3' | | |ഀ
0051 715-03584 2.000 EACH | 886.58000 1773.16| 2507.97000 5015.94| 793.79000 1587.58ഀ
SAFETY METAL END SECTION, 4:1, 18 IN. | | |ഀ
0052 715-03795 8.000 LFT | 766.30000 6130.40| 188.54000 1508.32| 186.04000 1488.32ഀ
PIPE, DUCTILE IRON, 6 IN. | | |ഀ
0053 715-04612 140.000 LFT | 44.17000 6183.80| 65.70000 9198.00| 52.65000 7371.00ഀ
PIPE , PERFORATED, HALF ROUND WITH PAN, | | |ഀ
8 IN. | | |ഀ
0054 715-05123 233.000 LFT | 41.79000 9737.07| 74.00000 17242.00| 52.55000 12244.15ഀ
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |ഀ
0055 715-05127 266.000 LFT | 64.86000 17252.76| 211.84000 56349.44| 98.66000 26243.56ഀ
PIPE, TYPE 1, CURCULAR, 42 IN. | | |ഀ
0056 715-05171 32.000 LFT | 65.92000 2109.44| 62.53000 2000.96| 52.79000 1689.28ഀ
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |ഀ
0057 715-05407 67.000 LFT | 5.65000 378.55| 54.85000 3674.95| 13.21000 885.07ഀ
PIPE, END BENT DRAIN, 6 IN. | | |ഀ
0058 715-05842 2.000 EACH | 486.54000 973.08| 5000.00000 10000.00| 1097.96000 2195.92ഀ
CONCRETE ANCHOR, 42 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 371 -5ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 371 CONTRACT ID : B -29323-A COUNTIES : LAPORTEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 26-3919039 |( 2 ) 35-1339168 |( 3 ) 36-2231526ഀ
|TONN AND BLANK CONSTRUCTION |LAPORTE CONSTRUCTION COMPANY |WALSH CONSTRUCTION COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0059 715-46020 1.000 EACH | 864.96000 864.96| 1563.31000 1563.31| 878.91000 878.91ഀ
PIPE END SECTION, 24 IN. | | |ഀ
0060 715-97544 28.000 LFT | 41.32000 1156.96| 69.01000 1932.28| 48.03000 1344.84ഀ
PIPE, DUCTILE IRON, 8 IN. | | |ഀ
0061 716-07654 60.000 LFT | 88.01000 5280.60| 128.00000 7680.00| 128.00000 7680.00ഀ
PIPE INSTALLATION, TRENCHLESS, 6 IN. | | |ഀ
0062 801-03290 8.000 EACH | 216.24000 1729.92| 165.00000 1320.00| 165.00000 1320.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0063 801-06775 LUMP | 6595.32000 6595.32| 1318.61000 1318.61| 50000.00000 50000.00ഀ
MAINTAINING TRAFFIC | | |ഀ
0064 802-05701 58.000 LFT | 16.32000 946.56| 14.65000 849.70| 22.00000 1276.00ഀ
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |ഀ
BASE | | |ഀ
0065 802-76025 31.200 SFT | 27.85000 868.92| 25.00000 780.00| 26.00000 811.20ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.080 IN. THICKNESS | | |ഀ
0067 808-06703 1700.000 LFT | 1.08000 1836.00| 0.40000 680.00| 0.40000 680.00ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0068 808-75245 1700.000 LFT | 1.08000 1836.00| 0.40000 680.00| 0.40000 680.00ഀ
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |ഀ
IN. | | |ഀ
0069 805-06595 160.000 LFT | 10.47000 1675.20| 20.00000 3200.00| 20.00000 3200.00ഀ
CONDUIT, PVC, 2 IN. , SCHEDULE 40 | | |ഀ
SECTION TOTALS | $ 1,282,082.27| $ 1,617,585.14| $ 2,098,453.34ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 1,282,082.27| $ 1,617,585.14| $ 2,098,453.34ഀ
====================================================================================================================================ഀ
ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 371 -6ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 371 CONTRACT ID : B -29323-A COUNTIES : LAPORTEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-0918397 |( ) |( )ഀ
|RIETH RILEY CONSTRUCTION | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 BRIDGE REPLACEMENTഀ
| | |ഀ
0001 105-06845 LUMP | 42000.00000 42000.00| |ഀ
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 109-09489 1.000 DOL | 1.00000 1.00| |ഀ
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |ഀ
0007 110-01001 LUMP | 116500.00000 116500.00| |ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0008 201-52370 LUMP | 23000.00000 23000.00| |ഀ
CLEARING RIGHT OF WAY | | |ഀ
0009 202-51330 LUMP | 235931.61000 235931.61| |ഀ
PRESENT STRUCTURE, REMOVE | | |ഀ
0010 203-02000 3770.000 CYS | 15.50000 58435.00| |ഀ
EXCAVATION, COMMON | | |ഀ
0011 205-06932 300.000 LFT | 10.05000 3015.00| |ഀ
TEMPORARY CHECK DAM, STRAW BALES | | |ഀ
0012 205-06937 2290.000 LFT | 1.76000 4030.40| |ഀ
TEMPORARY SILT FENCE | | |ഀ
0013 206-51230 834.000 CYS | 25.00000 20850.00| |ഀ
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |ഀ
0014 206-51817 2000.000 SFT | 60.00000 120000.00| |ഀ
SHEET PILING, STEEL | | |ഀ
0015 207-08267 3050.000 SYS | 9.10000 27755.00| |ഀ
SUBGRADE TREATMENT, TYPE IIIA | | |ഀ
0016 210-07739 2.000 EACH | 275000.00000 550000.00| |ഀ
TEMPORARY , ROLL-IN BENT | | |ഀ
0017 211-09264 239.000 CYS | 20.00000 4780.00| |ഀ
STRUCTURE BACKFILL, TYPE 1 | | |ഀ
0018 211-09265 30.000 CYS | 190.00000 5700.00| |ഀ
STRUCTURE BACKFILL, TYPE 2 | | |ഀ
0019 211-09268 112.000 CYS | 60.00000 6720.00| |ഀ
STRUCTURE BACKFILL, TYPE 5 | | |ഀ
0020 303-01180 880.000 TON | 16.10000 14168.00| |ഀ
COMPACTED AGGREGATE, NO. 53 | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 371 -7ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 371 CONTRACT ID : B -29323-A COUNTIES : LAPORTEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-0918397 |( ) |( )ഀ
|RIETH RILEY CONSTRUCTION | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0021 303-07662 420.000 TON | 200.00000 84000.00| |ഀ
STONE , GLACIAL | | |ഀ
0022 303-90466 110.000 TON | 105.00000 11550.00| |ഀ
SUBBALLAST | | |ഀ
0023 303-92491 124.000 TON | 120.00000 14880.00| |ഀ
BALLAST | | |ഀ
0024 402-07432 225.000 TON | 62.80000 14130.00| |ഀ
HMA SURFACE, TYPE A | | |ഀ
0025 402-07435 375.000 TON | 51.00000 19125.00| |ഀ
HMA INTERMEDIATE, TYPE A | | |ഀ
0026 402-07440 430.000 TON | 46.30000 19909.00| |ഀ
HMA BASE, TYPE A | | |ഀ
0027 406-05520 1.500 TON | 10.00000 15.00| |ഀ
ASPHALT FOR TACK COAT | | |ഀ
0028 601-08434 2.000 EACH | 1135.00000 2270.00| |ഀ
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |ഀ
PARTS PACKAGE, STAGE 2 | | |ഀ
0029 601-94689 4.000 EACH | 2465.00000 9860.00| |ഀ
GUARDRAIL END TREATMENT, OS | | |ഀ
0030 601-99105 768.750 LFT | 16.75000 12876.56| |ഀ
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |ഀ
0031 615-06505 6.000 EACH | 715.00000 4290.00| |ഀ
MONUMENT, B | | |ഀ
0032 615-06527 1.000 EACH | 525.00000 525.00| |ഀ
MONUMENT, SECTION CORNER | | |ഀ
0033 616-02320 570.000 SYS | 6.00000 3420.00| |ഀ
GEOTEXTILES | | |ഀ
0034 621-01004 1.000 EACH | 250.00000 250.00| |ഀ
MOBILIZATION AND DEMOBILIZATION FOR | | |ഀ
SEEDING | | |ഀ
0035 621-01597 1075.000 SYS | 13.92000 14964.00| |ഀ
EROSION CONTROL, MAT | | |ഀ
0036 621-03787 12.000 LBS | 105.00000 1260.00| |ഀ
SEED MIXTURE, D | | |ഀ
0037 621-06565 1.600 TON | 600.00000 960.00| |ഀ
MULCHING MATERIAL | | |ഀ
0038 622-52436 5.000 EACH | 40.00000 200.00| |ഀ
SIGN, DO NOT MOW OR SPRAY | | |ഀ
0039 622-91786 123.000 EACH | 10.60000 1303.80| |ഀ
SEEDLING | | |ഀ
0040 628-09402 13.000 MOS | 3500.00000 45500.00| |ഀ
FIELD OFFICE, B | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 371 -8ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 371 CONTRACT ID : B -29323-A COUNTIES : LAPORTEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-0918397 |( ) |( )ഀ
|RIETH RILEY CONSTRUCTION | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0041 628-09407 13.000 MOS | 350.00000 4550.00| |ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , I EACH | | |ഀ
0042 701-01849 1359.000 LFT | 80.00000 108720.00| |ഀ
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |ഀ
312 IN., 14 IN. | | |ഀ
0043 702-51005 56.000 CYS | 900.00000 50400.00| |ഀ
CONCRETE, A, SUBSTRUCTURE | | |ഀ
0044 702-51863 84.000 EACH | 17.00000 1428.00| |ഀ
FIELD DRILLED HOLE IN CONCRETE | | |ഀ
0045 703-51030 13818.000 LBS | 1.60000 22108.80| |ഀ
REINFORCING STEEL | | |ഀ
0046 709-51821 LUMP | 3000.00000 3000.00| |ഀ
SURFACE SEAL | | |ഀ
0047 709-98224 1413.000 SFT | 11.00000 15543.00| |ഀ
WATERPROOF MEMBRANE | | |ഀ
0048 711-51038 LUMP | 150000.00000 150000.00| |ഀ
STRUCTURAL STEEL | | |ഀ
0049 714-07665 LUMP | 350000.00000 350000.00| |ഀ
RETAINING WALL | | |ഀ
0050 714-99348 54.000 LFT | 300.00000 16200.00| |ഀ
CULVERT, PRECAST, REINFORCED CONCRETE | | |ഀ
BOX, 5' X 3' | | |ഀ
0051 715-03584 2.000 EACH | 820.00000 1640.00| |ഀ
SAFETY METAL END SECTION, 4:1, 18 IN. | | |ഀ
0052 715-03795 8.000 LFT | 135.00000 1080.00| |ഀ
PIPE, DUCTILE IRON, 6 IN. | | |ഀ
0053 715-04612 140.000 LFT | 105.00000 14700.00| |ഀ
PIPE , PERFORATED, HALF ROUND WITH PAN, | | |ഀ
8 IN. | | |ഀ
0054 715-05123 233.000 LFT | 50.00000 11650.00| |ഀ
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |ഀ
0055 715-05127 266.000 LFT | 155.00000 41230.00| |ഀ
PIPE, TYPE 1, CURCULAR, 42 IN. | | |ഀ
0056 715-05171 32.000 LFT | 42.00000 1344.00| |ഀ
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |ഀ
0057 715-05407 67.000 LFT | 40.00000 2680.00| |ഀ
PIPE, END BENT DRAIN, 6 IN. | | |ഀ
0058 715-05842 2.000 EACH | 2300.00000 4600.00| |ഀ
CONCRETE ANCHOR, 42 IN. | | |ഀ
0059 715-46020 1.000 EACH | 530.00000 530.00| |ഀ
PIPE END SECTION, 24 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 371 -9ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 371 CONTRACT ID : B -29323-A COUNTIES : LAPORTEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : LAPORTE DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-0918397 |( ) |( )ഀ
|RIETH RILEY CONSTRUCTION | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0060 715-97544 28.000 LFT | 125.00000 3500.00| |ഀ
PIPE, DUCTILE IRON, 8 IN. | | |ഀ
0061 716-07654 60.000 LFT | 128.00000 7680.00| |ഀ
PIPE INSTALLATION, TRENCHLESS, 6 IN. | | |ഀ
0062 801-03290 8.000 EACH | 165.00000 1320.00| |ഀ
CONSTRUCTION SIGN, C | | |ഀ
0063 801-06775 LUMP | 16000.00000 16000.00| |ഀ
MAINTAINING TRAFFIC | | |ഀ
0064 802-05701 58.000 LFT | 14.65000 849.70| |ഀ
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |ഀ
BASE | | |ഀ
0065 802-76025 31.200 SFT | 25.00000 780.00| |ഀ
SIGN, SHEET, ENCAPSULATED LENS WITH | | |ഀ
LEGEND, 0.080 IN. THICKNESS | | |ഀ
0067 808-06703 1700.000 LFT | 0.40000 680.00| |ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0068 808-75245 1700.000 LFT | 0.40000 680.00| |ഀ
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |ഀ
IN. | | |ഀ
0069 805-06595 160.000 LFT | 20.00000 3200.00| |ഀ
CONDUIT, PVC, 2 IN. , SCHEDULE 40 | | |ഀ
SECTION TOTALS | $ 2,330,271.87| $ | $ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 2,330,271.87| $ 0.00| $ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 401 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 401 CONTRACT ID : M -30919-A COUNTIES : SPENCERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : VINCENNES DISTRICTഀ
DESCRIPTION : EROSION CONTROL COMPLETION DATE : 06/01/10ഀ
LOCATION : ALONG US 231 FROM SR 66 OVERPASS TO 1.18 MILES NORTH PROJECT(S) : 0800008ഀ
OF SR 66 OVERPASSഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 332,336.50 100.0000%ഀ
2 35-1878024 RAGLE INC $ 356,336.35 107.2216%ഀ
3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 405,000.00 121.8644%ഀ
4 35-1817574 YARDBERRY LANDSCAPE $ 509,741.00 153.3810%ഀ
5 90-0177865 HIS CONSTRUCTORS LLC $ 517,800.00 155.8059%ഀ
6 35-0626844 J H RUDOLPH & COMPANY $ 548,363.50 165.0025%ഀ
7 35-1582525 JERRY AIGNER CONSTRUCTION $ 625,896.00 188.3320%ഀ
35-1636776 LINKEL COMPANY IRREGULARഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 401 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 401 CONTRACT ID : M -30919-A COUNTIES : SPENCERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : VINCENNES DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-1009310 |( 2 ) 35-1878024 |( 3 ) 35-2040801ഀ
|DEIG BROTHERS LUMBER & CONST |RAGLE INC |GOHMANN ASPHALT & CONSTRUCTIOഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 EROSION CONTROLഀ
| | |ഀ
0001 105-06845 LUMP | 1010.00000 1010.00| 2000.00000 2000.00| 3500.00000 3500.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 105-08520 2.000 EACH | 160.00000 320.00| 100.00000 200.00| 100.00000 200.00ഀ
CELLULAR TELEPHONE/RADIO | | |ഀ
0003 105-08521 24.000 MOS | 210.00000 5040.00| 80.00000 1920.00| 60.00000 1440.00ഀ
CELLULAR TELEPHONE/RADIO SERVICE | | |ഀ
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |ഀ
MINUTES | | |ഀ
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0009 110-01001 LUMP | 12415.00000 12415.00| 17500.00000 17500.00| 20200.00000 20200.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0010 203-02070 2606.000 CYS | 11.70000 30490.20| 5.00000 13030.00| 30.00000 78180.00ഀ
BORROW | | |ഀ
0011 205-06937 5810.000 LFT | 1.30000 7553.00| 1.55000 9005.50| 1.27000 7378.70ഀ
TEMPORARY SILT FENCE | | |ഀ
0012 601-06035 200.000 LFT | 25.25000 5050.00| 12.50000 2500.00| 26.00000 5200.00ഀ
GUARDRAIL, RESET | | |ഀ
0013 616-02320 9506.000 SYS | 1.50000 14259.00| 1.75000 16635.50| 1.00000 9506.00ഀ
GEOTEXTILES | | |ഀ
0014 616-06405 7381.000 TON | 23.25000 171608.25| 31.25000 230656.25| 30.00000 221430.00ഀ
RIPRAP, REVETMENT | | |ഀ
0015 621-01004 1.000 EACH | 700.00000 700.00| 695.00000 695.00| 695.00000 695.00ഀ
MOBILIZATION AND DEMOBILIZATION FOR | | |ഀ
SEEDING | | |ഀ
0016 621-02770 15635.000 SYS | 1.05000 16416.75| 1.03000 16104.05| 1.03000 16104.05ഀ
EROSION CONTROL BLANKET | | |ഀ
0017 621-06545 1.300 TON | 908.00000 1180.40| 900.00000 1170.00| 900.00000 1170.00ഀ
FERTILIZER | | |ഀ
0018 621-06553 557.000 LBS | 3.70000 2060.90| 3.65000 2033.05| 3.65000 2033.05ഀ
SEED MIXTURE, R | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 401 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 401 CONTRACT ID : M -30919-A COUNTIES : SPENCERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : VINCENNES DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1009310 |( 2 ) 35-1878024 |( 3 ) 35-2040801ഀ
|DEIG BROTHERS LUMBER & CONST |RAGLE INC |GOHMANN ASPHALT & CONSTRUCTIOഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0019 628-09402 12.000 MOS | 1600.00000 19200.00| 1200.00000 14400.00| 1400.00000 16800.00ഀ
FIELD OFFICE, B | | |ഀ
0020 628-09407 12.000 MOS | 160.00000 1920.00| 75.00000 900.00| 125.00000 1500.00ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , 1 EACH | | |ഀ
0021 801-03290 4.000 EACH | 167.00000 668.00| 165.00000 660.00| 165.00000 660.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0022 801-06640 18.000 EACH | 130.00000 2340.00| 129.00000 2322.00| 129.00000 2322.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0023 801-06710 110.000 DAY | 10.00000 1100.00| 10.00000 1100.00| 10.00000 1100.00ഀ
FLASHING ARROW SIGN | | |ഀ
0024 801-06775 LUMP | 13000.00000 13000.00| 16500.00000 16500.00| 11576.20000 11576.20ഀ
MAINTAINING TRAFFIC | | |ഀ
0025 201-52370 LUMP | 26000.00000 26000.00| 7000.00000 7000.00| 4000.00000 4000.00ഀ
CLEARING RIGHT OF WAY | | |ഀ
SECTION TOTALS | $ 332,336.50| $ 356,336.35| $ 405,000.00ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 332,336.50| $ 356,336.35| $ 405,000.00ഀ
====================================================================================================================================ഀ
ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 401 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 401 CONTRACT ID : M -30919-A COUNTIES : SPENCERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : VINCENNES DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1817574 |( 5 ) 90-0177865 |( 6 ) 35-0626844ഀ
|YARDBERRY LANDSCAPE |HIS CONSTRUCTORS LLC |J H RUDOLPH & COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 EROSION CONTROLഀ
| | |ഀ
0001 105-06845 LUMP | 5000.00000 5000.00| 1690.00000 1690.00| 8000.00000 8000.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 105-08520 2.000 EACH | 300.00000 600.00| 250.00000 500.00| 125.00000 250.00ഀ
CELLULAR TELEPHONE/RADIO | | |ഀ
0003 105-08521 24.000 MOS | 150.00000 3600.00| 90.00000 2160.00| 60.00000 1440.00ഀ
CELLULAR TELEPHONE/RADIO SERVICE | | |ഀ
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |ഀ
MINUTES | | |ഀ
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0009 110-01001 LUMP | 21800.00000 21800.00| 23978.80000 23978.80| 40000.00000 40000.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0010 203-02070 2606.000 CYS | 20.00000 52120.00| 32.50000 84695.00| 43.50000 113361.00ഀ
BORROW | | |ഀ
0011 205-06937 5810.000 LFT | 2.75000 15977.50| 1.40000 8134.00| 3.00000 17430.00ഀ
TEMPORARY SILT FENCE | | |ഀ
0012 601-06035 200.000 LFT | 45.00000 9000.00| 42.00000 8400.00| 28.50000 5700.00ഀ
GUARDRAIL, RESET | | |ഀ
0013 616-02320 9506.000 SYS | 3.50000 33271.00| 4.70000 44678.20| 3.00000 28518.00ഀ
GEOTEXTILES | | |ഀ
0014 616-06405 7381.000 TON | 35.00000 258335.00| 31.00000 228811.00| 29.00000 214049.00ഀ
RIPRAP, REVETMENT | | |ഀ
0015 621-01004 1.000 EACH | 700.00000 700.00| 725.00000 725.00| 750.00000 750.00ഀ
MOBILIZATION AND DEMOBILIZATION FOR | | |ഀ
SEEDING | | |ഀ
0016 621-02770 15635.000 SYS | 1.40000 21889.00| 2.00000 31270.00| 2.00000 31270.00ഀ
EROSION CONTROL BLANKET | | |ഀ
0017 621-06545 1.300 TON | 750.00000 975.00| 950.00000 1235.00| 945.00000 1228.50ഀ
FERTILIZER | | |ഀ
0018 621-06553 557.000 LBS | 4.50000 2506.50| 4.00000 2228.00| 4.00000 2228.00ഀ
SEED MIXTURE, R | | |ഀ
0019 628-09402 12.000 MOS | 2400.00000 28800.00| 3050.00000 36600.00| 1700.00000 20400.00ഀ
FIELD OFFICE, B | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 401 -5ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 401 CONTRACT ID : M -30919-A COUNTIES : SPENCERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : VINCENNES DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 35-1817574 |( 5 ) 90-0177865 |( 6 ) 35-0626844ഀ
|YARDBERRY LANDSCAPE |HIS CONSTRUCTORS LLC |J H RUDOLPH & COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0020 628-09407 12.000 MOS | 450.00000 5400.00| 275.00000 3300.00| 230.00000 2760.00ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , 1 EACH | | |ഀ
0021 801-03290 4.000 EACH | 181.00000 724.00| 175.00000 700.00| 182.00000 728.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0022 801-06640 18.000 EACH | 141.00000 2538.00| 135.00000 2430.00| 142.00000 2556.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0023 801-06710 110.000 DAY | 50.00000 5500.00| 11.00000 1210.00| 29.00000 3190.00ഀ
FLASHING ARROW SIGN | | |ഀ
0024 801-06775 LUMP | 16000.00000 16000.00| 28750.00000 28750.00| 23000.00000 23000.00ഀ
MAINTAINING TRAFFIC | | |ഀ
0025 201-52370 LUMP | 25000.00000 25000.00| 6300.00000 6300.00| 31500.00000 31500.00ഀ
CLEARING RIGHT OF WAY | | |ഀ
SECTION TOTALS | $ 509,741.00| $ 517,800.00| $ 548,363.50ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 509,741.00| $ 517,800.00| $ 548,363.50ഀ
====================================================================================================================================ഀ
ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 401 -6ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 401 CONTRACT ID : M -30919-A COUNTIES : SPENCERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : VINCENNES DISTRICTഀ
====================================================================================================================================ഀ
|( 7 ) 35-1582525 |( ) |( )ഀ
|JERRY AIGNER CONSTRUCTION | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 EROSION CONTROLഀ
| | |ഀ
0001 105-06845 LUMP | 10000.00000 10000.00| |ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 105-08520 2.000 EACH | 250.00000 500.00| |ഀ
CELLULAR TELEPHONE/RADIO | | |ഀ
0003 105-08521 24.000 MOS | 50.00000 1200.00| |ഀ
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 110-01001 LUMP | 56000.00000 56000.00| |ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0010 203-02070 2606.000 CYS | 22.00000 57332.00| |ഀ
BORROW | | |ഀ
0011 205-06937 5810.000 LFT | 2.25000 13072.50| |ഀ
TEMPORARY SILT FENCE | | |ഀ
0012 601-06035 200.000 LFT | 90.00000 18000.00| |ഀ
GUARDRAIL, RESET | | |ഀ
0013 616-02320 9506.000 SYS | 3.00000 28518.00| |ഀ
GEOTEXTILES | | |ഀ
0014 616-06405 7381.000 TON | 40.00000 295240.00| |ഀ
RIPRAP, REVETMENT | | |ഀ
0015 621-01004 1.000 EACH | 750.00000 750.00| |ഀ
MOBILIZATION AND DEMOBILIZATION FOR | | |ഀ
SEEDING | | |ഀ
0016 621-02770 15635.000 SYS | 4.50000 70357.50| |ഀ
EROSION CONTROL BLANKET | | |ഀ
0017 621-06545 1.300 TON | 1100.00000 1430.00| |ഀ
FERTILIZER | | |ഀ
0018 621-06553 557.000 LBS | 3.00000 1671.00| |ഀ
SEED MIXTURE, R | | |ഀ
0019 628-09402 12.000 MOS | 3300.00000 39600.00| |ഀ
FIELD OFFICE, B | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 401 -7ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 401 CONTRACT ID : M -30919-A COUNTIES : SPENCERഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : VINCENNES DISTRICTഀ
====================================================================================================================================ഀ
|( 7 ) 35-1582525 |( ) |( )ഀ
|JERRY AIGNER CONSTRUCTION | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0020 628-09407 12.000 MOS | 110.00000 1320.00| |ഀ
FIELD OFFICE COMPUTER SYSTEM, | | |ഀ
ADDITIONAL , 1 EACH | | |ഀ
0021 801-03290 4.000 EACH | 375.00000 1500.00| |ഀ
CONSTRUCTION SIGN, C | | |ഀ
0022 801-06640 18.000 EACH | 150.00000 2700.00| |ഀ
CONSTRUCTION SIGN, A | | |ഀ
0023 801-06710 110.000 DAY | 20.00000 2200.00| |ഀ
FLASHING ARROW SIGN | | |ഀ
0024 801-06775 LUMP | 17000.00000 17000.00| |ഀ
MAINTAINING TRAFFIC | | |ഀ
0025 201-52370 LUMP | 7500.00000 7500.00| |ഀ
CLEARING RIGHT OF WAY | | |ഀ
SECTION TOTALS | $ 625,896.00| $ | $ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 625,896.00| $ 0.00| $ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 411 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 411 CONTRACT ID : M -31008-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
DESCRIPTION : GUARDRAIL, MAINTENANCE COMPLETION DATE : 08/31/10ഀ
LOCATION : ALONG VARIOUS ROADS AT VARIOUS LOCATIONS THROUGHOUT PROJECT(S) : 0800308ഀ
MARION COUNTYഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-0821499 JAMES H DREW CORPORATION $ 243,219.00 100.0000%ഀ
2 35-2110733 SPECIALTIES COMPANY LLC AND SUBSIDIARY $ 283,998.00 116.7664%ഀ
3 35-1643252 C-TECH CORPORATION INC $ 286,602.50 117.8372%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 411 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 411 CONTRACT ID : M -31008-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-2110733 |( 3 ) 35-1643252ഀ
|JAMES H DREW CORPORATION |SPECIALTIES COMPANY LLC AND |C-TECH CORPORATION INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 GUARDRAIL, MAINTENANCEഀ
| | |ഀ
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0005 110-01001 LUMP | 7000.00000 7000.00| 14100.00000 14100.00| 19000.00000 19000.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0006 601-01522 1.000 EACH | 1675.00000 1675.00| 2200.00000 2200.00| 2000.00000 2000.00ഀ
GUARDRAIL TRANSITION TYPE TGB | | |ഀ
0007 601-03452 1.000 EACH | 75.00000 75.00| 200.00000 200.00| 125.00000 125.00ഀ
EXCAVATION OF DAMAGED STEEL BEAM | | |ഀ
GUARDRAIL BURIED END SECTION, LABOR | | |ഀ
ONLY , LABOR ONLY | | |ഀ
0008 601-03453 12.000 EACH | 5.00000 60.00| 50.00000 600.00| 3.50000 42.00ഀ
GUARDRAIL, CLAMP BAR, 7.125 IN., | | |ഀ
ALUMINUM | | |ഀ
0009 601-03454 1.000 EACH | 60.00000 60.00| 150.00000 150.00| 60.00000 60.00ഀ
GUARDRAIL, ALUMINUM MODIFIED TERMINAL | | |ഀ
ENDS | | |ഀ
0010 601-03455 1.000 EACH | 25.00000 25.00| 150.00000 150.00| 25.00000 25.00ഀ
GUARDRAIL, ALUMINUM OFFSET BRACKET, | | |ഀ
TYPE E | | |ഀ
0011 601-03456 3.000 EACH | 75.00000 225.00| 90.00000 270.00| 60.00000 180.00ഀ
GUARDRAIL POST, WOOD TYPE W5 | | |ഀ
0012 601-03457 6.000 EACH | 175.00000 1050.00| 250.00000 1500.00| 180.00000 1080.00ഀ
GUARDRAIL W THRIE BEAM RAIL SECTION, 12 | | |ഀ
FT. 6 IN. | | |ഀ
0013 601-03460 50.000 LFT | 5.00000 250.00| 7.00000 350.00| 3.00000 150.00ഀ
GUARDRAIL, CHANNEL 6.7 LBS PER LFT., | | |ഀ
LABOR ONLY , LABOR ONLY | | |ഀ
0014 601-03462 250.000 EACH | 75.00000 18750.00| 80.00000 20000.00| 70.00000 17500.00ഀ
GUARDRAIL, POST STEEL, 8.5 LBS PER LFT, | | |ഀ
7 FT. 0 IN. | | |ഀ
0015 601-03464 6.000 EACH | 45.00000 270.00| 50.00000 300.00| 45.00000 270.00ഀ
GUARDRAIL, STEEL CURVED TERMINAL END | | |ഀ
SECTION | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 411 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 411 CONTRACT ID : M -31008-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-2110733 |( 3 ) 35-1643252ഀ
|JAMES H DREW CORPORATION |SPECIALTIES COMPANY LLC AND |C-TECH CORPORATION INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0016 601-03469 6.000 EACH | 4.50000 27.00| 6.00000 36.00| 8.00000 48.00ഀ
W BEAM BACK UP PLATE, STEEL | | |ഀ
0017 601-03471 5.000 EACH | 3300.00000 16500.00| 3600.00000 18000.00| 3200.00000 16000.00ഀ
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |ഀ
TUBES OR SOIL PLATES, ABOVE GROUND | | |ഀ
COMPONENTS ONLY | | |ഀ
0018 601-03492 LUMP | 1500.00000 1500.00| 1750.00000 1750.00| 1750.00000 1750.00ഀ
GUARDRAIL, MISCELLANEOUS MATERIAL, AND | | |ഀ
LABOR FOR REPAIR _ | | |ഀ
0019 601-06273 6.000 EACH | 2000.00000 12000.00| 3000.00000 18000.00| 2800.00000 16800.00ഀ
GUARDRAIL END TREATMENT, SKT-350 | | |ഀ
0020 601-06798 200.000 EACH | 13.00000 2600.00| 12.00000 2400.00| 8.05000 1610.00ഀ
TIMBER BLOCK | | |ഀ
0021 601-07179 35.000 EACH | 1900.00000 66500.00| 2300.00000 80500.00| 2500.00000 87500.00ഀ
ET_2000 OS UNIT, COMPLETE WITHOUT | | |ഀ
FOUNDATION TUBES OR SOIL PLATES, ABOVE | | |ഀ
GROUND COMPONENTS ONLY | | |ഀ
0022 601-07564 1.000 EACH | 200.00000 200.00| 200.00000 200.00| 125.00000 125.00ഀ
SOIL TUBE AND PLATE FOR END TREATMENT, | | |ഀ
OS OR MS | | |ഀ
0023 601-08131 1.000 EACH | 11.00000 11.00| 15.00000 15.00| 12.00000 12.00ഀ
GUARDRAIL, THRIE BEAM, BACKUP PLATE, | | |ഀ
STEEL | | |ഀ
0024 601-08132 1.000 EACH | 65.00000 65.00| 75.00000 75.00| 50.00000 50.00ഀ
GUARDRAIL, THRIE BEAM, BLOCKOUT, STEEL | | |ഀ
0025 601-08133 1.000 EACH | 100.00000 100.00| 125.00000 125.00| 105.00000 105.00ഀ
GUARDRAIL, POST STEEL, 8.5 LBS. PER LFT | | |ഀ
, 10 FT. 0 IN. | | |ഀ
0026 601-61370 160.000 EACH | 25.00000 4000.00| 40.00000 6400.00| 12.65000 2024.00ഀ
GUARDRAIL POST BRACKET, 8.5 LBS PER LFT | | |ഀ
, GALVANIZED 1 FT. 2.25 IN. | | |ഀ
0027 601-61545 1.000 EACH | 16.00000 16.00| 30.00000 30.00| 25.00000 25.00ഀ
GUARDRAIL POST, ALUMINUM, INSTALL , | | |ഀ
LABOR ONLY | | |ഀ
0028 601-62070 6000.000 LFT | 9.00000 54000.00| 9.50000 57000.00| 8.75000 52500.00ഀ
GUARDRAIL, STEEL BEAM, GALVANIZED | | |ഀ
0029 601-62080 100.000 LFT | 11.00000 1100.00| 13.50000 1350.00| 12.65000 1265.00ഀ
GUARDRAIL, STEEL BEAM, CURVED SECTION, | | |ഀ
GALVANIZED | | |ഀ
0030 601-62100 1.000 EACH | 25.00000 25.00| 33.00000 33.00| 25.00000 25.00ഀ
GUARDRAIL POST, STEEL, INSTALL , LABOR | | |ഀ
ONLY | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 411 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 411 CONTRACT ID : M -31008-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-2110733 |( 3 ) 35-1643252ഀ
|JAMES H DREW CORPORATION |SPECIALTIES COMPANY LLC AND |C-TECH CORPORATION INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0031 601-62540 450.000 EACH | 18.00000 8100.00| 23.00000 10350.00| 14.00000 6300.00ഀ
GUARDRAIL POST, PLUMB | | |ഀ
0032 601-62555 50.000 LFT | 4.50000 225.00| 7.00000 350.00| 4.15000 207.50ഀ
GUARDRAIL,, TUBING, ELIPTICAL, ALUMINUM | | |ഀ
LABOR ONLY , LABOR ONLY | | |ഀ
0033 601-62570 2.000 EACH | 7.00000 14.00| 100.00000 200.00| 10.00000 20.00ഀ
GUARDRAIL DIAPHRAGM, ALUMINUM | | |ഀ
0034 601-62580 2.000 EACH | 17.00000 34.00| 100.00000 200.00| 20.00000 40.00ഀ
GUARDRAIL SPLICE BAR, ALUMINUM | | |ഀ
0035 601-90678 1.000 CYS | 300.00000 300.00| 500.00000 500.00| 375.00000 375.00ഀ
CONCRETE, A, BURIED END SECTION | | |ഀ
0038 601-91504 1.000 EACH | 70.00000 70.00| 150.00000 150.00| 100.00000 100.00ഀ
GUARDRAIL POST, W1, 10 IN X 10 IN | | |ഀ
0039 601-91505 1.000 EACH | 60.00000 60.00| 125.00000 125.00| 70.00000 70.00ഀ
GUARDRAIL POST, W2, 8 IN. X 8 IN. | | |ഀ
0040 601-91510 1.000 EACH | 60.00000 60.00| 125.00000 125.00| 70.00000 70.00ഀ
GUARDRAIL POST, W3, 8 IN. X 8 IN. | | |ഀ
0041 601-91511 1.000 EACH | 60.00000 60.00| 125.00000 125.00| 70.00000 70.00ഀ
GUARDRAIL POST, W4, 8 IN. X 8 IN. | | |ഀ
0042 601-91542 1.000 EACH | 15.00000 15.00| 30.00000 30.00| 15.00000 15.00ഀ
GUARDRAIL BLOCK, 6 IN. X 8 IN., B1 | | |ഀ
0043 601-91575 1.000 EACH | 15.00000 15.00| 30.00000 30.00| 15.00000 15.00ഀ
GUARDRAIL BLOCK, 6 IN. X 8 IN., B2 | | |ഀ
0044 601-91576 1.000 EACH | 13.00000 13.00| 30.00000 30.00| 15.00000 15.00ഀ
GUARDRAIL BLOCK, 6 IN. X 8 IN., B3 | | |ഀ
0045 601-91649 4.000 EACH | 135.00000 540.00| 150.00000 600.00| 135.00000 540.00ഀ
GUARDRAIL THRIE BEAM TRANSITION SECTION | | |ഀ
GALVANIZED | | |ഀ
0046 601-91653 2.000 EACH | 100.00000 200.00| 150.00000 300.00| 105.00000 210.00ഀ
GUARDRAIL THRIE BEAM TERMINAL CONNECTOR | | |ഀ
GALVANIZED | | |ഀ
0047 601-92271 5.000 EACH | 5.00000 25.00| 25.00000 125.00| 5.00000 25.00ഀ
GUARDRAIL POST BRACKET, GALVANIZED, | | |ഀ
LABOR ONLY | | |ഀ
0048 601-92355 1.000 EACH | 35.00000 35.00| 100.00000 100.00| 60.00000 60.00ഀ
GUARDRAIL STANDARD TERMINAL CONNECTOR, | | |ഀ
MICHIGAN END SHOE | | |ഀ
0049 601-95342 1.000 EACH | 90.00000 90.00| 125.00000 125.00| 55.00000 55.00ഀ
GUARDRAIL SPLICE PLATE, C, GALVANIZED | | |ഀ
0050 601-97054 1.000 EACH | 25.00000 25.00| 45.00000 45.00| 15.00000 15.00ഀ
GUARDRAIL BRACKET, STEEL, OFFSET | | |ഀ
0051 801-03290 4.000 EACH | 350.00000 1400.00| 400.00000 1600.00| 500.00000 2000.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 411 -5ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 411 CONTRACT ID : M -31008-A COUNTIES : MARIONഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-2110733 |( 3 ) 35-1643252ഀ
|JAMES H DREW CORPORATION |SPECIALTIES COMPANY LLC AND |C-TECH CORPORATION INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0052 801-06640 6.000 EACH | 150.00000 900.00| 300.00000 1800.00| 400.00000 2400.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0053 801-06775 LUMP | 3500.00000 3500.00| 12000.00000 12000.00| 30000.00000 30000.00ഀ
MAINTAINING TRAFFIC | | |ഀ
0054 601-52501 1.000 EACH | 75.00000 75.00| 100.00000 100.00| 100.00000 100.00ഀ
GUARDRAIL POST , HBA, TOP POST | | |ഀ
0055 601-52501 225.000 EACH | 175.00000 39375.00| 130.00000 29250.00| 105.00000 23625.00ഀ
GUARDRAIL POST , HBA, BOTTOM POST | | |ഀ
SECTION TOTALS | $ 243,219.00| $ 283,998.00| $ 286,602.50ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 243,219.00| $ 283,998.00| $ 286,602.50ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 421 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 421 CONTRACT ID : M -31009-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
DESCRIPTION : GUARDRAIL MAINTENANCE COMPLETION DATE : 08/31/10ഀ
LOCATION : AT VARIOUS LOCATIONS THROUGHOUT THE GREENFIELD DISTRICT PROJECT(S) : 0800310ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-0821499 JAMES H DREW CORPORATION $ 158,184.00 100.0000%ഀ
2 35-1643252 C-TECH CORPORATION INC $ 192,499.00 121.6931%ഀ
3 35-2110733 SPECIALTIES COMPANY LLC AND SUBSIDIARY $ 227,704.00 143.9488%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 421 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 421 CONTRACT ID : M -31009-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733ഀ
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC AND Sഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 GUARDRAIL MAINTENANCEഀ
| | |ഀ
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0005 110-01001 LUMP | 7000.00000 7000.00| 21000.00000 21000.00| 11300.00000 11300.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0006 601-01522 1.000 EACH | 1675.00000 1675.00| 2000.00000 2000.00| 2200.00000 2200.00ഀ
GUARDRAIL TRANSITION TYPE TGB | | |ഀ
0007 601-03452 3.000 EACH | 115.00000 345.00| 125.00000 375.00| 200.00000 600.00ഀ
EXCAVATION OF DAMAGED STEEL BEAM | | |ഀ
GUARDRAIL BURIED END SECTION, LABOR ONLY| | |ഀ
0008 601-03453 12.000 EACH | 3.75000 45.00| 3.50000 42.00| 50.00000 600.00ഀ
GUARDRAIL, CLAMP BAR, 7.125 IN., | | |ഀ
ALUMINUM | | |ഀ
0009 601-03454 1.000 EACH | 65.00000 65.00| 60.00000 60.00| 150.00000 150.00ഀ
GUARDRAIL, ALUMINUM MODIFIED TERMINAL | | |ഀ
ENDS | | |ഀ
0010 601-03455 1.000 EACH | 25.00000 25.00| 25.00000 25.00| 150.00000 150.00ഀ
GUARDRAIL, ALUMINUM OFFSET BRACKET, | | |ഀ
TYPE E | | |ഀ
0011 601-03456 10.000 EACH | 85.00000 850.00| 60.00000 600.00| 90.00000 900.00ഀ
GUARDRAIL POST, WOOD TYPE W5 | | |ഀ
0012 601-03457 4.000 EACH | 135.00000 540.00| 180.00000 720.00| 300.00000 1200.00ഀ
GUARDRAIL W THRIE BEAM RAIL SECTION, 12 | | |ഀ
FT. 6 IN. | | |ഀ
0013 601-03460 225.000 LFT | 7.00000 1575.00| 2.90000 652.50| 7.00000 1575.00ഀ
GUARDRAIL, CHANNEL 6.7 LBS PER LFT., | | |ഀ
LABOR ONLY | | |ഀ
0014 601-03462 150.000 EACH | 75.00000 11250.00| 70.00000 10500.00| 90.00000 13500.00ഀ
GUARDRAIL, POST STEEL, 8.5 LBS PER LFT, | | |ഀ
7 FT. 0 IN. | | |ഀ
0015 601-03464 2.000 EACH | 45.00000 90.00| 50.00000 100.00| 50.00000 100.00ഀ
GUARDRAIL, STEEL CURVED TERMINAL END | | |ഀ
SECTION | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 421 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 421 CONTRACT ID : M -31009-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733ഀ
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC AND Sഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0016 601-03469 5.000 EACH | 5.00000 25.00| 8.00000 40.00| 6.00000 30.00ഀ
W BEAM BACK UP PLATE, STEEL | | |ഀ
0017 601-03471 6.000 EACH | 3325.00000 19950.00| 3200.00000 19200.00| 3700.00000 22200.00ഀ
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |ഀ
TUBES OR SOIL PLATES, ABOVE GROUND | | |ഀ
COMPONENTS ONLY | | |ഀ
0018 601-03492 LUMP | 1500.00000 1500.00| 2000.00000 2000.00| 1750.00000 1750.00ഀ
GUARDRAIL, MISCELLANEOUS MATERIAL, AND | | |ഀ
LABOR FOR REPAIR _ | | |ഀ
0025 601-06273 1.000 EACH | 2000.00000 2000.00| 3000.00000 3000.00| 3200.00000 3200.00ഀ
GUARDRAIL END TREATMENT, SKT-350 | | |ഀ
0026 601-06798 90.000 EACH | 13.00000 1170.00| 8.05000 724.50| 12.00000 1080.00ഀ
TIMBER BLOCK | | |ഀ
0027 601-07179 20.000 EACH | 1900.00000 38000.00| 2500.00000 50000.00| 2500.00000 50000.00ഀ
ET_2000 OS UNIT, COMPLETE WITHOUT | | |ഀ
FOUNDATION TUBES OR SOIL PLATES, ABOVE | | |ഀ
GROUND COMPONENTS ONLY | | |ഀ
0028 601-07564 1.000 EACH | 150.00000 150.00| 125.00000 125.00| 200.00000 200.00ഀ
SOIL TUBE AND PLATE FOR END TREATMENT, | | |ഀ
OS OR MS | | |ഀ
0029 601-08131 1.000 EACH | 7.00000 7.00| 12.00000 12.00| 15.00000 15.00ഀ
GUARDRAIL, THRIE BEAM, BACKUP PLATE, | | |ഀ
STEEL | | |ഀ
0030 601-08132 1.000 EACH | 60.00000 60.00| 50.00000 50.00| 75.00000 75.00ഀ
GUARDRAIL, THRIE BEAM, BLOCKOUT, STEEL | | |ഀ
0031 601-08133 1.000 EACH | 95.00000 95.00| 105.00000 105.00| 125.00000 125.00ഀ
GUARDRAIL, POST STEEL, 8.5 LBS. PER LFT | | |ഀ
, 10 FT. 0 IN. | | |ഀ
0032 601-61370 100.000 EACH | 25.00000 2500.00| 12.65000 1265.00| 50.00000 5000.00ഀ
GUARDRAIL POST BRACKET, 8.5 LBS PER LFT | | |ഀ
, GALVANIZED 1 FT. 2.25 IN. | | |ഀ
0033 601-61545 1.000 EACH | 16.00000 16.00| 25.00000 25.00| 30.00000 30.00ഀ
GUARDRAIL POST, ALUMINUM, INSTALL , | | |ഀ
LABOR ONLY | | |ഀ
0034 601-62070 3700.000 LFT | 9.00000 33300.00| 8.75000 32375.00| 10.50000 38850.00ഀ
GUARDRAIL, STEEL BEAM, GALVANIZED | | |ഀ
0035 601-62080 210.000 LFT | 11.00000 2310.00| 12.65000 2656.50| 14.50000 3045.00ഀ
GUARDRAIL, STEEL BEAM, CURVED SECTION, | | |ഀ
GALVANIZED | | |ഀ
0036 601-62100 50.000 EACH | 26.00000 1300.00| 25.00000 1250.00| 36.00000 1800.00ഀ
GUARDRAIL POST, STEEL, INSTALL , LABOR | | |ഀ
ONLY | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 421 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 421 CONTRACT ID : M -31009-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733ഀ
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC AND Sഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0037 601-62540 160.000 EACH | 17.00000 2720.00| 15.00000 2400.00| 26.00000 4160.00ഀ
GUARDRAIL POST, PLUMB | | |ഀ
0038 601-62555 50.000 LFT | 3.60000 180.00| 4.15000 207.50| 7.00000 350.00ഀ
GUARDRAIL,, TUBING, ELIPTICAL, ALUMINUM | | |ഀ
LABOR ONLY | | |ഀ
0039 601-62570 2.000 EACH | 10.00000 20.00| 10.00000 20.00| 100.00000 200.00ഀ
GUARDRAIL DIAPHRAGM, ALUMINUM | | |ഀ
0040 601-62580 2.000 EACH | 17.00000 34.00| 20.00000 40.00| 100.00000 200.00ഀ
GUARDRAIL SPLICE BAR, ALUMINUM | | |ഀ
0041 601-90678 1.000 CYS | 300.00000 300.00| 375.00000 375.00| 500.00000 500.00ഀ
CONCRETE, A, BURIED END SECTION | | |ഀ
0044 601-91504 1.000 EACH | 75.00000 75.00| 100.00000 100.00| 150.00000 150.00ഀ
GUARDRAIL POST, W1, 10 IN X 10 IN | | |ഀ
0045 601-91505 10.000 EACH | 60.00000 600.00| 70.00000 700.00| 125.00000 1250.00ഀ
GUARDRAIL POST, W2, 8 IN. X 8 IN. | | |ഀ
0046 601-91510 1.000 EACH | 60.00000 60.00| 70.00000 70.00| 125.00000 125.00ഀ
GUARDRAIL POST, W3, 8 IN. X 8 IN. | | |ഀ
0047 601-91511 2.000 EACH | 60.00000 120.00| 70.00000 140.00| 125.00000 250.00ഀ
GUARDRAIL POST, W4, 8 IN. X 8 IN. | | |ഀ
0048 601-91542 1.000 EACH | 15.00000 15.00| 15.00000 15.00| 30.00000 30.00ഀ
GUARDRAIL BLOCK, 6 IN. X 8 IN., B1 | | |ഀ
0049 601-91575 1.000 EACH | 15.00000 15.00| 15.00000 15.00| 30.00000 30.00ഀ
GUARDRAIL BLOCK, 6 IN. X 8 IN., B2 | | |ഀ
0050 601-91576 1.000 EACH | 13.00000 13.00| 15.00000 15.00| 30.00000 30.00ഀ
GUARDRAIL BLOCK, 6 IN. X 8 IN., B3 | | |ഀ
0051 601-91649 3.000 EACH | 135.00000 405.00| 135.00000 405.00| 150.00000 450.00ഀ
GUARDRAIL THRIE BEAM TRANSITION SECTION | | |ഀ
GALVANIZED | | |ഀ
0052 601-91653 2.000 EACH | 100.00000 200.00| 105.00000 210.00| 150.00000 300.00ഀ
GUARDRAIL THRIE BEAM TERMINAL CONNECTOR | | |ഀ
GALVANIZED | | |ഀ
0053 601-92271 50.000 EACH | 8.00000 400.00| 4.00000 200.00| 25.00000 1250.00ഀ
GUARDRAIL POST BRACKET, GALVANIZED, | | |ഀ
LABOR ONLY | | |ഀ
0054 601-92355 3.000 EACH | 40.00000 120.00| 55.00000 165.00| 100.00000 300.00ഀ
GUARDRAIL STANDARD TERMINAL CONNECTOR, | | |ഀ
MICHIGAN END SHOE | | |ഀ
0055 601-95342 3.000 EACH | 100.00000 300.00| 50.00000 150.00| 125.00000 375.00ഀ
GUARDRAIL SPLICE PLATE, C, GALVANIZED | | |ഀ
0056 601-97054 1.000 EACH | 25.00000 25.00| 15.00000 15.00| 55.00000 55.00ഀ
GUARDRAIL BRACKET, STEEL, OFFSET | | |ഀ
0057 801-03290 4.000 EACH | 350.00000 1400.00| 500.00000 2000.00| 400.00000 1600.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 421 -5ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 421 CONTRACT ID : M -31009-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : GREENFIELD DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733ഀ
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |SPECIALTIES COMPANY LLC AND Sഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0058 801-06640 6.000 EACH | 150.00000 900.00| 400.00000 2400.00| 300.00000 1800.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0059 801-06775 LUMP | 4000.00000 4000.00| 18350.00000 18350.00| 14000.00000 14000.00ഀ
MAINTAINING TRAFFIC | | |ഀ
0060 210-07248 1.000 EACH | 50.00000 50.00| 375.00000 375.00| 5000.00000 5000.00ഀ
CABLE , BARRIER ANCHOR POST, TL-4, | | |ഀ
REPLACEMENT | | |ഀ
0061 210-07248 25.000 EACH | 25.00000 625.00| 80.00000 2000.00| 500.00000 12500.00ഀ
CABLE , BARRIER STANDARD LINE POST, TL- | | |ഀ
0062 210-06752 1.000 EACH | 60.00000 60.00| 350.00000 350.00| 1500.00000 1500.00ഀ
INSTALL , TL-4 CABLE BARRIER STANDARD | | |ഀ
SPLICE | | |ഀ
0063 210-06752 1.000 EACH | 40.00000 40.00| 350.00000 350.00| 1500.00000 1500.00ഀ
INSTALL , TL-4 CABLE BARRIER TURNBUCKLE | | |ഀ
TENSION | | |ഀ
0064 210-07248 1.000 EACH | 200.00000 200.00| 375.00000 375.00| 2500.00000 2500.00ഀ
CABLE , TL-4, REPLACEMENT OF 100 LFT, | | |ഀ
LABOR | | |ഀ
0065 210-07248 1.000 EACH | 60.00000 60.00| 400.00000 400.00| 2000.00000 2000.00ഀ
CABLE , TL-4, RETENSIONING, LABOR ONLY | | |ഀ
0066 601-52501 110.000 EACH | 175.00000 19250.00| 105.00000 11550.00| 140.00000 15400.00ഀ
GUARDRAIL POST , HBA, BOTTOM POST | | |ഀ
0067 601-52501 2.000 EACH | 75.00000 150.00| 100.00000 200.00| 110.00000 220.00ഀ
GUARDRAIL POST , HBA, TOP POST | | |ഀ
SECTION TOTALS | $ 158,184.00| $ 192,499.00| $ 227,704.00ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 158,184.00| $ 192,499.00| $ 227,704.00ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 431 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 431 CONTRACT ID : M -31046-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
DESCRIPTION : GUARDRAIL MAINTENANCE COMPLETION DATE : 04/30/10ഀ
LOCATION : AT VARIOUS LOCATIONS WITHIN SEYMOUR DISTRICT PROJECT(S) : 0800377ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-0821499 JAMES H DREW CORPORATION $ 388,133.00 100.0000%ഀ
2 35-1643252 C-TECH CORPORATION INC $ 432,383.50 111.4009%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 431 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 431 CONTRACT ID : M -31046-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( )ഀ
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 GUARDRAIL MAINTENANCEഀ
| | |ഀ
0001 105-08520 1.000 EACH | 125.00000 125.00| 225.00000 225.00|ഀ
CELLULAR TELEPHONE/RADIO | | |ഀ
0002 105-08521 12.000 MOS | 75.00000 900.00| 115.00000 1380.00|ഀ
CELLULAR TELEPHONE/RADIO SERVICE | | |ഀ
0003 105-08524 1.000 DOL | 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|ഀ
LIQUIDATED DAMAGES | | |ഀ
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|ഀ
CONTRACT LIENS | | |ഀ
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0008 110-01001 LUMP | 18650.00000 18650.00| 38000.00000 38000.00|ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0009 601-01128 1.000 EACH | 1120.00000 1120.00| 1085.00000 1085.00|ഀ
GUARDRAIL TRANSITION TYPE WGB | | |ഀ
0010 601-01522 1.000 EACH | 1754.00000 1754.00| 1885.00000 1885.00|ഀ
GUARDRAIL TRANSITION TYPE TGB | | |ഀ
0011 601-02103 1000.000 LFT | 21.00000 21000.00| 18.00000 18000.00|ഀ
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | |ഀ
IN. SPACING | | |ഀ
0012 601-03444 10.000 EACH | 130.00000 1300.00| 150.00000 1500.00|ഀ
CAT TRANSITION STEEL POST, MK 9 | | |ഀ
0013 601-03445 15.000 EACH | 155.00000 2325.00| 239.00000 3585.00|ഀ
CAT TRANSITION PANEL, MK WC | | |ഀ
0014 601-03446 2.000 EACH | 58.00000 116.00| 205.00000 410.00|ഀ
CAT TRANSITION CABLE, MK CA | | |ഀ
0015 601-03447 1.000 EACH | 50.00000 50.00| 115.00000 115.00|ഀ
CAT BRACKET MK BK, FOR TRANSITION CABLE | | |ഀ
MK CA | | |ഀ
0016 601-03448 3.000 EACH | 25.00000 75.00| 115.00000 345.00|ഀ
CAT TRANSITION STEEL POST BRACKET, MK D | | |ഀ
0017 601-03462 180.000 EACH | 85.00000 15300.00| 66.00000 11880.00|ഀ
GUARDRAIL, POST STEEL, 8.5 LBS PER LFT, | | |ഀ
7 FT. 0 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 431 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 431 CONTRACT ID : M -31046-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( )ഀ
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0018 601-03471 10.000 EACH | 3000.00000 30000.00| 2630.00000 26300.00|ഀ
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |ഀ
TUBES OR SOIL PLATES, ABOVE GROUND | | |ഀ
COMPONENTS ONLY | | |ഀ
0019 601-03471 2.000 EACH | 1480.00000 2960.00| 1830.00000 3660.00|ഀ
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |ഀ
TUBES OR SOIL PLATES, ABOVE GROUND | | |ഀ
COMPONENTS ONLY , STAGE 1&2 | | |ഀ
0020 601-03471 2.000 EACH | 2162.00000 4324.00| 2360.00000 4720.00|ഀ
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |ഀ
TUBES OR SOIL PLATES, ABOVE GROUND | | |ഀ
COMPONENTS ONLY , STAGE 1,2 &3 | | |ഀ
0021 601-03471 2.000 EACH | 2667.00000 5334.00| 2696.00000 5392.00|ഀ
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |ഀ
TUBES OR SOIL PLATES, ABOVE GROUND | | |ഀ
COMPONENTS ONLY , STAGE 1,2,3,4 MS | | |ഀ
0022 601-03471 2.000 EACH | 2667.00000 5334.00| 2696.00000 5392.00|ഀ
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |ഀ
TUBES OR SOIL PLATES, ABOVE GROUND | | |ഀ
COMPONENTS ONLY , STAGE 1,2,3,4 OS | | |ഀ
0023 601-03599 2.000 EACH | 140.00000 280.00| 230.00000 460.00|ഀ
GUARDRAIL, THRIE BEAM, RAIL SECTION, 12 | | |ഀ
FT. 6 IN | | |ഀ
0024 601-03683 30.000 HRS | 335.00000 10050.00| 255.00000 7650.00|ഀ
COMBINATION ATTENUATING TERMINAL, | | |ഀ
REPAIR, LABOR ONLY | | |ഀ
0025 601-05399 LUMP | 200.00000 200.00| 60.00000 60.00|ഀ
GUARDRAIL ,MISCELLANEOUS MATERIAL AND | | |ഀ
LABOR | | |ഀ
0026 601-05856 1.000 EACH | 380.00000 380.00| 380.00000 380.00|ഀ
CAT , 10 GA. SLOTTED RAIL, MKWB | | |ഀ
0027 601-05856 1.000 EACH | 300.00000 300.00| 320.00000 320.00|ഀ
CAT , 12 GA. SLOTTED RAIL, MKWB | | |ഀ
0028 601-05856 1.000 EACH | 100.00000 100.00| 130.00000 130.00|ഀ
CAT , FOUNDATION TUBE, RESET | | |ഀ
0029 601-05856 1.000 EACH | 115.00000 115.00| 355.00000 355.00|ഀ
CAT , NOSE PLATE, MKWP | | |ഀ
0030 601-05856 3.000 EACH | 100.00000 300.00| 167.00000 501.00|ഀ
CAT , POST, WOOD, NO. 1 | | |ഀ
0031 601-05856 3.000 EACH | 90.00000 270.00| 167.00000 501.00|ഀ
CAT , POST, WOOD, NO. 2-6 | | |ഀ
0032 601-05856 1.000 EACH | 145.00000 145.00| 321.00000 321.00|ഀ
CAT , SIDE NOSE PLATE, MKWD | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 431 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 431 CONTRACT ID : M -31046-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( )ഀ
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0033 601-05856 5.000 EACH | 335.00000 1675.00| 505.00000 2525.00|ഀ
CAT ,REPAIR LABOR ONLY | | |ഀ
0034 601-05857 20.000 EACH | 30.00000 600.00| 32.00000 640.00|ഀ
GUARDRAIL, BLOCKOUT, WOOD, 4 IN. X 6 IN | | |ഀ
0035 601-06273 1.000 EACH | 30.00000 30.00| 160.00000 160.00|ഀ
GUARDRAIL END TREATMENT, SKT-350 , | | |ഀ
ET-2000, BLOCK ONLY | | |ഀ
0036 601-06273 1.000 EACH | 848.00000 848.00| 1415.00000 1415.00|ഀ
GUARDRAIL END TREATMENT, SKT-350 , | | |ഀ
ET-2000, HEAD ONLY | | |ഀ
0037 601-06273 1.000 EACH | 110.00000 110.00| 185.00000 185.00|ഀ
GUARDRAIL END TREATMENT, SKT-350 , | | |ഀ
ET-2000, POST ONLY | | |ഀ
0038 601-06273 1.000 EACH | 150.00000 150.00| 510.00000 510.00|ഀ
GUARDRAIL END TREATMENT, SKT-350 , | | |ഀ
ET-2000, RESET HEAD | | |ഀ
0039 601-06273 1.000 EACH | 310.00000 310.00| 380.00000 380.00|ഀ
GUARDRAIL END TREATMENT, SKT-350 , | | |ഀ
ET-2000, SLOTTED RAIL ONLY | | |ഀ
0040 601-61340 1.000 EACH | 155.00000 155.00| 45.00000 45.00|ഀ
GUARDRAIL POST, 15.5 LBS PER FT., | | |ഀ
GALVANIZED, 6 FT. 3 IN. LONG | | |ഀ
0041 601-61350 1.000 EACH | 25.00000 25.00| 12.00000 12.00|ഀ
GUARDRAIL POST BRACKET, 15.5 LBS PER | | |ഀ
LFT., GALVANIZED, 1 FT. 2.25 IN. | | |ഀ
0042 601-61390 10.000 EACH | 45.00000 450.00| 43.00000 430.00|ഀ
GUARDRAIL TERMINAL END SECTION, CURVED, | | |ഀ
SINGLE FACE, GALVANIZED | | |ഀ
0043 601-62530 1.000 EACH | 35.00000 35.00| 140.00000 140.00|ഀ
GUARDRAIL PIER CONNECTION, ES | | |ഀ
0044 601-62540 650.000 EACH | 19.00000 12350.00| 13.45000 8742.50|ഀ
GUARDRAIL POST, PLUMB | | |ഀ
0045 601-91428 15.000 EACH | 115.00000 1725.00| 355.00000 5325.00|ഀ
GUARDRAIL ATTENUATING TERMINAL, NOSE | | |ഀ
ASSEMBLY, MKN | | |ഀ
0046 601-91432 25.000 EACH | 145.00000 3625.00| 322.00000 8050.00|ഀ
GUARDRAIL ATTENUATING TERMINAL, SIDE | | |ഀ
PLATE, MKSD | | |ഀ
0047 601-91504 7.000 EACH | 140.00000 980.00| 81.00000 567.00|ഀ
GUARDRAIL POST, W1, 10 IN X 10 IN | | |ഀ
0048 601-91505 2.000 EACH | 105.00000 210.00| 60.00000 120.00|ഀ
GUARDRAIL POST, W2, 8 IN. X 8 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 431 -5ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 431 CONTRACT ID : M -31046-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( )ഀ
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0049 601-91542 30.000 EACH | 20.00000 600.00| 15.00000 450.00|ഀ
GUARDRAIL BLOCK, 6 IN. X 8 IN., B1 | | |ഀ
0050 601-91649 2.000 EACH | 120.00000 240.00| 210.00000 420.00|ഀ
GUARDRAIL THRIE BEAM TRANSITION SECTION | | |ഀ
GALVANIZED | | |ഀ
0051 601-91653 2.000 EACH | 125.00000 250.00| 200.00000 400.00|ഀ
GUARDRAIL THRIE BEAM TERMINAL CONNECTOR | | |ഀ
GALVANIZED | | |ഀ
0052 601-92973 20.000 EACH | 335.00000 6700.00| 750.00000 15000.00|ഀ
GUARDRAIL END TREATMENT, LABOR ONLY | | |ഀ
0053 601-93346 2.000 EACH | 75.00000 150.00| 130.00000 260.00|ഀ
GUARDRAIL CONNECTOR, AS | | |ഀ
0054 601-94689 25.000 EACH | 3000.00000 75000.00| 2640.00000 66000.00|ഀ
GUARDRAIL END TREATMENT, OS | | |ഀ
0055 601-94690 12.000 EACH | 3900.00000 46800.00| 4260.00000 51120.00|ഀ
GUARDRAIL END TREATMENT, MS | | |ഀ
0056 601-95972 55.000 EACH | 90.00000 4950.00| 50.00000 2750.00|ഀ
GUARDRAIL POST (CRT), 8 IN.X 6 IN. | | |ഀ
TREATED LUMBER, 6 FT. 0 IN. LONG | | |ഀ
0057 601-96591 6500.000 LFT | 10.00000 65000.00| 8.40000 54600.00|ഀ
GUARDRAIL PANEL, STEEL BEAM | | |ഀ
0058 601-97950 100.000 EACH | 17.00000 1700.00| 10.00000 1000.00|ഀ
GUARDRAIL POST BRACKET, TREATED TIMBER, | | |ഀ
6 IN. X 6 IN. | | |ഀ
0059 601-99105 50.000 LFT | 17.40000 870.00| 16.00000 800.00|ഀ
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |ഀ
0060 601-99123 1.000 EACH | 1583.00000 1583.00| 2600.00000 2600.00|ഀ
GUARDRAIL TRANSITION, GP | | |ഀ
0061 628-09402 12.000 MOS | 2000.00000 24000.00| 2240.00000 26880.00|ഀ
FIELD OFFICE, B | | |ഀ
0062 801-06775 LUMP | 14200.00000 14200.00| 46300.00000 46300.00|ഀ
MAINTAINING TRAFFIC | | |ഀ
SECTION TOTALS | $ 388,133.00| $ 432,383.50| $ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 388,133.00| $ 432,383.50| $ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 441 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 441 CONTRACT ID : M -31047-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
DESCRIPTION : GUARDRAIL MAINTENANCE AND REPAIR COMPLETION DATE : 04/30/10ഀ
LOCATION : ALONG VARIOUS LOCATIONS THROUGHOUT THE SEYMOUR DISTRICT PROJECT(S) : 0800378ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-0821499 JAMES H DREW CORPORATION $ 229,449.00 100.0000%ഀ
2 35-1643252 C-TECH CORPORATION INC $ 283,320.50 123.4786%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 441 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 441 CONTRACT ID : M -31047-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( )ഀ
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 GUARDRAIL MAINTENANCE AND REPAIRഀ
| | |ഀ
0001 105-08520 1.000 EACH | 125.00000 125.00| 225.00000 225.00|ഀ
CELLULAR TELEPHONE/RADIO | | |ഀ
0002 105-08521 12.000 MOS | 75.00000 900.00| 115.00000 1380.00|ഀ
CELLULAR TELEPHONE/RADIO SERVICE | | |ഀ
0003 105-08524 1.000 DOL | 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|ഀ
LIQUIDATED DAMAGES | | |ഀ
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|ഀ
CONTRACT LIENS | | |ഀ
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0008 110-01001 LUMP | 4955.00000 4955.00| 26000.00000 26000.00|ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0009 601-01128 1.000 EACH | 1120.00000 1120.00| 1085.00000 1085.00|ഀ
GUARDRAIL TRANSITION TYPE WGB | | |ഀ
0010 601-01522 1.000 EACH | 1754.00000 1754.00| 1885.00000 1885.00|ഀ
GUARDRAIL TRANSITION TYPE TGB | | |ഀ
0011 601-02103 700.000 LFT | 19.00000 13300.00| 18.00000 12600.00|ഀ
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | |ഀ
IN. SPACING | | |ഀ
0012 601-03444 3.000 EACH | 130.00000 390.00| 150.00000 450.00|ഀ
CAT TRANSITION STEEL POST, MK 9 | | |ഀ
0013 601-03445 3.000 EACH | 155.00000 465.00| 239.00000 717.00|ഀ
CAT TRANSITION PANEL, MK WC | | |ഀ
0014 601-03446 1.000 EACH | 58.00000 58.00| 205.00000 205.00|ഀ
CAT TRANSITION CABLE, MK CA | | |ഀ
0015 601-03447 1.000 EACH | 50.00000 50.00| 115.00000 115.00|ഀ
CAT BRACKET MK BK, FOR TRANSITION CABLE | | |ഀ
MK CA | | |ഀ
0016 601-03448 1.000 EACH | 25.00000 25.00| 115.00000 115.00|ഀ
CAT TRANSITION STEEL POST BRACKET, MK D | | |ഀ
0017 601-03462 150.000 EACH | 85.00000 12750.00| 66.00000 9900.00|ഀ
GUARDRAIL, POST STEEL, 8.5 LBS PER LFT, | | |ഀ
7 FT. 0 IN. | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 441 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 441 CONTRACT ID : M -31047-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( )ഀ
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0018 601-03471 5.000 EACH | 3000.00000 15000.00| 2630.00000 13150.00|ഀ
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |ഀ
TUBES OR SOIL PLATES, ABOVE GROUND | | |ഀ
COMPONENTS ONLY | | |ഀ
0019 601-03471 1.000 EACH | 2162.00000 2162.00| 2360.00000 2360.00|ഀ
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |ഀ
TUBES OR SOIL PLATES, ABOVE GROUND | | |ഀ
COMPONENTS ONLY , ABOVE GROUND, | | |ഀ
COMPONENTS ONLY | | |ഀ
0020 601-03471 1.000 EACH | 2667.00000 2667.00| 2696.00000 2696.00|ഀ
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |ഀ
TUBES OR SOIL PLATES, ABOVE GROUND | | |ഀ
COMPONENTS ONLY , ABOVE GROUND, | | |ഀ
COMPONENTS ONLY | | |ഀ
0021 601-03471 1.000 EACH | 2667.00000 2667.00| 2696.00000 2696.00|ഀ
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |ഀ
TUBES OR SOIL PLATES, ABOVE GROUND | | |ഀ
COMPONENTS ONLY , ABOVE GROUND, | | |ഀ
COMPONENTS ONLY | | |ഀ
0022 601-03471 1.000 EACH | 1425.00000 1425.00| 1830.00000 1830.00|ഀ
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |ഀ
TUBES OR SOIL PLATES, ABOVE GROUND | | |ഀ
COMPONENTS ONLY , ABOVE GROUND, | | |ഀ
COMPONETS ONLY | | |ഀ
0023 601-03599 1.000 EACH | 140.00000 140.00| 230.00000 230.00|ഀ
GUARDRAIL, THRIE BEAM, RAIL SECTION, 12 | | |ഀ
FT. 6 IN | | |ഀ
0024 601-03683 20.000 HRS | 335.00000 6700.00| 255.00000 5100.00|ഀ
COMBINATION ATTENUATING TERMINAL, | | |ഀ
REPAIR, LABOR ONLY | | |ഀ
0025 601-05399 LUMP | 200.00000 200.00| 60.00000 60.00|ഀ
GUARDRAIL , MISC MATERIAL AND LABOR, | | |ഀ
REPAIR | | |ഀ
0026 601-05856 1.000 EACH | 380.00000 380.00| 380.00000 380.00|ഀ
CAT , 10 GA. , SLOTTED RAIL, MKWB | | |ഀ
0027 601-05856 1.000 EACH | 300.00000 300.00| 320.00000 320.00|ഀ
CAT , 12 GA., SLOTTED RAIL, MKWB | | |ഀ
0028 601-05856 1.000 EACH | 100.00000 100.00| 130.00000 130.00|ഀ
CAT , FOUNDATION TUBE, RESET | | |ഀ
0029 601-05856 1.000 EACH | 115.00000 115.00| 355.00000 355.00|ഀ
CAT , NOSE PLATE, MKWP | | |ഀ
0030 601-05856 1.000 EACH | 90.00000 90.00| 167.00000 167.00|ഀ
CAT , POST, WOOD, NO 2-6 | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 441 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 441 CONTRACT ID : M -31047-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( )ഀ
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0031 601-05856 1.000 EACH | 100.00000 100.00| 167.00000 167.00|ഀ
CAT , POST, WOOD, NO. 1 | | |ഀ
0032 601-05856 2.000 EACH | 335.00000 670.00| 505.00000 1010.00|ഀ
CAT , REPAIR LABOR ONLY | | |ഀ
0033 601-05856 1.000 EACH | 145.00000 145.00| 321.00000 321.00|ഀ
CAT , SIDE NOSE PLATE, MKWD | | |ഀ
0034 601-05857 10.000 EACH | 30.00000 300.00| 32.00000 320.00|ഀ
GUARDRAIL, BLOCKOUT, WOOD, 4 IN. X 6 IN | | |ഀ
0035 601-06273 1.000 EACH | 30.00000 30.00| 160.00000 160.00|ഀ
GUARDRAIL END TREATMENT, SKT-350 , | | |ഀ
ET-2000, BLOCK ONLY | | |ഀ
0036 601-06273 1.000 EACH | 848.00000 848.00| 1415.00000 1415.00|ഀ
GUARDRAIL END TREATMENT, SKT-350 , | | |ഀ
ET-2000, HEAD ONLY | | |ഀ
0037 601-06273 1.000 EACH | 110.00000 110.00| 185.00000 185.00|ഀ
GUARDRAIL END TREATMENT, SKT-350 , | | |ഀ
ET-2000, POST ONLY | | |ഀ
0038 601-06273 1.000 EACH | 150.00000 150.00| 510.00000 510.00|ഀ
GUARDRAIL END TREATMENT, SKT-350 , | | |ഀ
ET-2000, RESET HEAD | | |ഀ
0039 601-06273 1.000 EACH | 310.00000 310.00| 380.00000 380.00|ഀ
GUARDRAIL END TREATMENT, SKT-350 , | | |ഀ
ET-2000, SLOTTED RAIL ONLY | | |ഀ
0040 601-61340 3.000 EACH | 155.00000 465.00| 45.00000 135.00|ഀ
GUARDRAIL POST, 15.5 LBS PER FT., | | |ഀ
GALVANIZED, 6 FT. 3 IN. LONG | | |ഀ
0041 601-61350 5.000 EACH | 25.00000 125.00| 12.00000 60.00|ഀ
GUARDRAIL POST BRACKET, 15.5 LBS PER | | |ഀ
LFT., GALVANIZED, 1 FT. 2.25 IN. | | |ഀ
0042 601-61390 5.000 EACH | 45.00000 225.00| 43.00000 215.00|ഀ
GUARDRAIL TERMINAL END SECTION, CURVED, | | |ഀ
SINGLE FACE, GALVANIZED | | |ഀ
0043 601-62530 1.000 EACH | 35.00000 35.00| 140.00000 140.00|ഀ
GUARDRAIL PIER CONNECTION, ES | | |ഀ
0044 601-62540 550.000 EACH | 18.00000 9900.00| 13.45000 7397.50|ഀ
GUARDRAIL POST, PLUMB | | |ഀ
0045 601-91428 5.000 EACH | 115.00000 575.00| 355.00000 1775.00|ഀ
GUARDRAIL ATTENUATING TERMINAL, NOSE | | |ഀ
ASSEMBLY, MKN | | |ഀ
0046 601-91432 6.000 EACH | 145.00000 870.00| 322.00000 1932.00|ഀ
GUARDRAIL ATTENUATING TERMINAL, SIDE | | |ഀ
PLATE, MKSD | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 441 -5ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 441 CONTRACT ID : M -31047-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( )ഀ
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0047 601-91504 2.000 EACH | 140.00000 280.00| 81.00000 162.00|ഀ
GUARDRAIL POST, W1, 10 IN X 10 IN | | |ഀ
0048 601-91505 2.000 EACH | 105.00000 210.00| 60.00000 120.00|ഀ
GUARDRAIL POST, W2, 8 IN. X 8 IN. | | |ഀ
0049 601-91542 2.000 EACH | 20.00000 40.00| 15.00000 30.00|ഀ
GUARDRAIL BLOCK, 6 IN. X 8 IN., B1 | | |ഀ
0050 601-91649 1.000 EACH | 125.00000 125.00| 210.00000 210.00|ഀ
GUARDRAIL THRIE BEAM TRANSITION SECTION | | |ഀ
GALVANIZED | | |ഀ
0051 601-91653 1.000 EACH | 120.00000 120.00| 200.00000 200.00|ഀ
GUARDRAIL THRIE BEAM TERMINAL CONNECTOR | | |ഀ
GALVANIZED | | |ഀ
0052 601-92973 20.000 EACH | 335.00000 6700.00| 750.00000 15000.00|ഀ
GUARDRAIL END TREATMENT, LABOR ONLY | | |ഀ
0053 601-93346 2.000 EACH | 75.00000 150.00| 130.00000 260.00|ഀ
GUARDRAIL CONNECTOR, AS | | |ഀ
0054 601-94689 20.000 EACH | 2740.00000 54800.00| 2640.00000 52800.00|ഀ
GUARDRAIL END TREATMENT, OS | | |ഀ
0055 601-94690 6.000 EACH | 3700.00000 22200.00| 4260.00000 25560.00|ഀ
GUARDRAIL END TREATMENT, MS | | |ഀ
0056 601-95972 35.000 EACH | 90.00000 3150.00| 50.00000 1750.00|ഀ
GUARDRAIL POST (CRT), 8 IN.X 6 IN. | | |ഀ
TREATED LUMBER, 6 FT. 0 IN. LONG | | |ഀ
0057 601-96591 5000.000 LFT | 9.00000 45000.00| 8.40000 42000.00|ഀ
GUARDRAIL PANEL, STEEL BEAM | | |ഀ
0058 601-97950 90.000 EACH | 17.00000 1530.00| 10.00000 900.00|ഀ
GUARDRAIL POST BRACKET, TREATED TIMBER, | | |ഀ
6 IN. X 6 IN. | | |ഀ
0059 601-99105 200.000 LFT | 15.40000 3080.00| 16.00000 3200.00|ഀ
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |ഀ
0060 601-99123 1.000 EACH | 1583.00000 1583.00| 2600.00000 2600.00|ഀ
GUARDRAIL TRANSITION, GP | | |ഀ
0061 801-03290 4.000 EACH | 345.00000 1380.00| 500.00000 2000.00|ഀ
CONSTRUCTION SIGN, C | | |ഀ
0062 801-06775 LUMP | 6400.00000 6400.00| 36250.00000 36250.00|ഀ
MAINTAINING TRAFFIC | | |ഀ
SECTION TOTALS | $ 229,449.00| $ 283,320.50| $ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 229,449.00| $ 283,320.50| $ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 461 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 461 CONTRACT ID : M -31050-A COUNTIES : CRAWFORD FLOYDഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICT HARRISONഀ
DESCRIPTION : ROADSIDE MAINTENANCE, MOWING COMPLETION DATE : 11/01/10ഀ
LOCATION : ALONG I-64, FROM DISTRICT LINE TO US 150 PROJECT(S) : 0800381ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-1636776 LINKEL COMPANY $ 37,352.00 100.0000%ഀ
2 32-0064635 THOMPSON INTERSTATE MOWING INC $ 54,502.00 145.9145%ഀ
3 35-2045735 J & M CONTRACTING INC $ 57,099.00 152.8673%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 461 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 461 CONTRACT ID : M -31050-A COUNTIES : CRAWFORD FLOYDഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICT HARRISONഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-1636776 |( 2 ) 32-0064635 |( 3 ) 35-2045735ഀ
|LINKEL COMPANY |THOMPSON INTERSTATE MOWING I |J & M CONTRACTING INCഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 ROADSIDE MAINTENANCE, MOWINGഀ
| | |ഀ
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0003 623-04884 1.000 CYCL | 4000.00000 4000.00| 12000.00000 12000.00| 8500.00000 8500.00ഀ
MOWING, CYCLE NO. 1 , 2010 | | |ഀ
0004 623-04885 1.000 CYCL | 4000.00000 4000.00| 12000.00000 12000.00| 8597.00000 8597.00ഀ
MOWING, CYCLE NO. 2 , 2010 | | |ഀ
0005 623-04886 1.000 CYCL | 5000.00000 5000.00| 15500.00000 15500.00| 26000.00000 26000.00ഀ
MOWING, CYCLE NO. 3 , 2010 | | |ഀ
0006 623-04884 1.000 CYCL | 24350.00000 24350.00| 15000.00000 15000.00| 14000.00000 14000.00ഀ
MOWING, CYCLE NO. 1 , 2009 | | |ഀ
SECTION TOTALS | $ 37,352.00| $ 54,502.00| $ 57,099.00ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 37,352.00| $ 54,502.00| $ 57,099.00ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 471 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 471 CONTRACT ID : M -31057-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
DESCRIPTION : GUARDRAIL MAINTENANCE OR REPAIR COMPLETION DATE : 04/30/10ഀ
LOCATION : ALONG VARIOUS LOCATIONS THROUGHOUT THE SEYMOUR DISTRICT PROJECT(S) : 0800390ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-0821499 JAMES H DREW CORPORATION $ 265,084.00 100.0000%ഀ
2 35-1643252 C-TECH CORPORATION INC $ 274,291.00 103.4732%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 471 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 471 CONTRACT ID : M -31057-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( )ഀ
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 GUARDRAIL, MAINTENANCE OR REPAIRഀ
| | |ഀ
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 | 4875.00000 4875.00| 18000.00000 18000.00|ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0006 601-01128 1.000 EACH | 1095.00000 1095.00| 1085.00000 1085.00|ഀ
GUARDRAIL TRANSITION TYPE WGB | | |ഀ
0007 601-01522 1.000 EACH | 1760.00000 1760.00| 1885.00000 1885.00|ഀ
GUARDRAIL TRANSITION TYPE TGB | | |ഀ
0008 601-02103 600.000 LFT | 19.00000 11400.00| 18.00000 10800.00|ഀ
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | |ഀ
IN. SPACING | | |ഀ
0009 601-02212 50.000 EACH | 17.00000 850.00| 14.50000 725.00|ഀ
GUARDRAIL POST, BRACKET, 8.5 LBS PER FT | | |ഀ
GALVANIZED, 1 FT. 5 IN. | | |ഀ
0010 601-03444 5.000 EACH | 90.00000 450.00| 150.00000 750.00|ഀ
CAT TRANSITION STEEL POST, MK 9 | | |ഀ
0011 601-03445 5.000 EACH | 122.00000 610.00| 239.00000 1195.00|ഀ
CAT TRANSITION PANEL, MK WC | | |ഀ
0012 601-03446 5.000 EACH | 70.00000 350.00| 205.00000 1025.00|ഀ
CAT TRANSITION CABLE, MK CA | | |ഀ
0013 601-03447 5.000 EACH | 45.00000 225.00| 115.00000 575.00|ഀ
CAT BRACKET MK BK, FOR TRANSITION CABLE | | |ഀ
MK CA | | |ഀ
0014 601-03448 5.000 EACH | 20.00000 100.00| 115.00000 575.00|ഀ
CAT TRANSITION STEEL POST BRACKET, MK D | | |ഀ
0015 601-03462 75.000 EACH | 84.00000 6300.00| 66.00000 4950.00|ഀ
GUARDRAIL, POST STEEL, 8.5 LBS PER LFT, | | |ഀ
7 FT. 0 IN. | | |ഀ
0016 601-03471 8.000 EACH | 2685.00000 21480.00| 2630.00000 21040.00|ഀ
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |ഀ
TUBES OR SOIL PLATES, ABOVE GROUND | | |ഀ
COMPONENTS ONLY | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 471 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 471 CONTRACT ID : M -31057-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( )ഀ
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0017 601-03599 5.000 EACH | 105.00000 525.00| 230.00000 1150.00|ഀ
GUARDRAIL, THRIE BEAM, RAIL SECTION, 12 | | |ഀ
FT. 6 IN | | |ഀ
0018 601-03683 50.000 HRS | 335.00000 16750.00| 255.00000 12750.00|ഀ
COMBINATION ATTENUATING TERMINAL, | | |ഀ
REPAIR, LABOR ONLY | | |ഀ
0019 601-61340 75.000 EACH | 155.00000 11625.00| 45.00000 3375.00|ഀ
GUARDRAIL POST, 15.5 LBS PER FT., | | |ഀ
GALVANIZED, 6 FT. 3 IN. LONG | | |ഀ
0020 601-61350 50.000 EACH | 27.00000 1350.00| 12.00000 600.00|ഀ
GUARDRAIL POST BRACKET, 15.5 LBS PER | | |ഀ
LFT., GALVANIZED, 1 FT. 2.25 IN. | | |ഀ
0021 601-61390 5.000 EACH | 40.00000 200.00| 43.00000 215.00|ഀ
GUARDRAIL TERMINAL END SECTION, CURVED, | | |ഀ
SINGLE FACE, GALVANIZED | | |ഀ
0022 601-61400 5.000 EACH | 635.00000 3175.00| 984.00000 4920.00|ഀ
GUARDRAIL BURIED END, GALVANIZED, | | |ഀ
SINGLE FACE | | |ഀ
0023 601-61545 25.000 EACH | 40.00000 1000.00| 23.00000 575.00|ഀ
GUARDRAIL POST, ALUMINUM, INSTALL | | |ഀ
0024 601-62530 2.000 EACH | 25.00000 50.00| 140.00000 280.00|ഀ
GUARDRAIL PIER CONNECTION, ES | | |ഀ
0025 601-62540 500.000 EACH | 16.00000 8000.00| 13.45000 6725.00|ഀ
GUARDRAIL POST, PLUMB | | |ഀ
0026 601-62555 250.000 LFT | 7.00000 1750.00| 2.00000 500.00|ഀ
GUARDRAIL,, TUBING, ELIPTICAL, ALUMINUM | | |ഀ
LABOR ONLY | | |ഀ
0027 601-62580 10.000 EACH | 35.00000 350.00| 15.00000 150.00|ഀ
GUARDRAIL SPLICE BAR, ALUMINUM | | |ഀ
0028 601-90678 11.000 CYS | 350.00000 3850.00| 250.00000 2750.00|ഀ
CONCRETE, A, BURIED END SECTION | | |ഀ
0029 601-91428 6.000 EACH | 240.00000 1440.00| 355.00000 2130.00|ഀ
GUARDRAIL ATTENUATING TERMINAL, NOSE | | |ഀ
ASSEMBLY, MKN | | |ഀ
0030 601-91432 6.000 EACH | 275.00000 1650.00| 322.00000 1932.00|ഀ
GUARDRAIL ATTENUATING TERMINAL, SIDE | | |ഀ
PLATE, MKSD | | |ഀ
0031 601-91504 5.000 EACH | 115.00000 575.00| 81.00000 405.00|ഀ
GUARDRAIL POST, W1, 10 IN X 10 IN | | |ഀ
0032 601-91505 5.000 EACH | 85.00000 425.00| 60.00000 300.00|ഀ
GUARDRAIL POST, W2, 8 IN. X 8 IN. | | |ഀ
0033 601-91542 5.000 EACH | 17.00000 85.00| 15.00000 75.00|ഀ
GUARDRAIL BLOCK, 6 IN. X 8 IN., B1 | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 471 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 471 CONTRACT ID : M -31057-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : SEYMOUR DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-0821499 |( 2 ) 35-1643252 |( )ഀ
|JAMES H DREW CORPORATION |C-TECH CORPORATION INC |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0034 601-91649 2.000 EACH | 120.00000 240.00| 210.00000 420.00|ഀ
GUARDRAIL THRIE BEAM TRANSITION SECTION | | |ഀ
GALVANIZED | | |ഀ
0035 601-91653 2.000 EACH | 85.00000 170.00| 200.00000 400.00|ഀ
GUARDRAIL THRIE BEAM TERMINAL CONNECTOR | | |ഀ
GALVANIZED | | |ഀ
0036 601-93346 5.000 EACH | 85.00000 425.00| 130.00000 650.00|ഀ
GUARDRAIL CONNECTOR, AS | | |ഀ
0037 601-94645 1.000 EACH | 5100.00000 5100.00| 8400.00000 8400.00|ഀ
GUARDRAIL END TREATMENT, SENTRE | | |ഀ
0038 601-94689 8.000 EACH | 2430.00000 19440.00| 2640.00000 21120.00|ഀ
GUARDRAIL END TREATMENT, OS | | |ഀ
0039 601-94690 5.000 EACH | 3900.00000 19500.00| 4260.00000 21300.00|ഀ
GUARDRAIL END TREATMENT, MS | | |ഀ
0040 601-95972 5.000 EACH | 95.00000 475.00| 50.00000 250.00|ഀ
GUARDRAIL POST (CRT), 8 IN.X 6 IN. | | |ഀ
TREATED LUMBER, 6 FT. 0 IN. LONG | | |ഀ
0041 601-96591 4950.000 LFT | 10.00000 49500.00| 8.40000 41580.00|ഀ
GUARDRAIL PANEL, STEEL BEAM | | |ഀ
0042 601-97947 100.000 EACH | 14.00000 1400.00| 5.00000 500.00|ഀ
GUARDRAIL CLAMP BAR, ALUMINUM | | |ഀ
0043 601-97950 5.000 EACH | 17.00000 85.00| 10.00000 50.00|ഀ
GUARDRAIL POST BRACKET, TREATED TIMBER, | | |ഀ
6 IN. X 6 IN. | | |ഀ
0044 601-99105 2000.000 LFT | 16.00000 32000.00| 16.00000 32000.00|ഀ
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |ഀ
0045 601-99109 250.000 LFT | 24.00000 6000.00| 32.00000 8000.00|ഀ
GUARDRAIL, W BEAM, DOUBLE FACED, 3 FT. | | |ഀ
1.5 IN. SPACING | | |ഀ
0046 601-99123 1.000 EACH | 1490.00000 1490.00| 2600.00000 2600.00|ഀ
GUARDRAIL TRANSITION, GP | | |ഀ
0047 628-09401 12.000 MOS | 1955.00000 23460.00| 2240.00000 26880.00|ഀ
FIELD OFFICE, A | | |ഀ
0048 801-06775 LUMP | 3500.00000 3500.00| 8700.00000 8700.00|ഀ
MAINTAINING TRAFFIC | | |ഀ
SECTION TOTALS | $ 265,084.00| $ 274,291.00| $ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 265,084.00| $ 274,291.00| $ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 481 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 481 CONTRACT ID : M -31546-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICTഀ
DESCRIPTION : DEBRIS REMOVAL COMPLETION DATE : 11/15/09ഀ
LOCATION : VARIOUS LOCATIONS IN CRAWFORDSVILLE DISTRICT PROJECT(S) : 0800239ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-1415044 F & K CONSTRUCTION INC $ 195,747.50 100.0000%ഀ
2 35-1817574 YARDBERRY LANDSCAPE $ 201,580.00 102.9796%ഀ
3 35-1636776 LINKEL COMPANY $ 216,985.00 110.8494%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 481 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 481 CONTRACT ID : M -31546-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-1415044 |( 2 ) 35-1817574 |( 3 ) 35-1636776ഀ
|F & K CONSTRUCTION INC |YARDBERRY LANDSCAPE |LINKEL COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 DEBRIS REMOVALഀ
| | |ഀ
0001 105-08520 1.000 EACH | 410.00000 410.00| 250.00000 250.00| 500.00000 500.00ഀ
CELLULAR TELEPHONE/RADIO | | |ഀ
0002 105-08521 6.000 MOS | 120.00000 720.00| 150.00000 900.00| 100.00000 600.00ഀ
CELLULAR TELEPHONE/RADIO SERVICE | | |ഀ
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |ഀ
MINUTES | | |ഀ
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0008 110-01001 LUMP | 9800.00000 9800.00| 8000.00000 8000.00| 50000.00000 50000.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0009 201-90788 LUMP | 32105.00000 32105.00| 35000.00000 35000.00| 50000.00000 50000.00ഀ
DEBRIS, REMOVE , STR. 1 | | |ഀ
0010 201-90788 LUMP | 19390.00000 19390.00| 16000.00000 16000.00| 10000.00000 10000.00ഀ
DEBRIS, REMOVE , STR. 10 | | |ഀ
0012 201-90788 LUMP | 19390.00000 19390.00| 21000.00000 21000.00| 15000.00000 15000.00ഀ
DEBRIS, REMOVE , STR. 2 | | |ഀ
0013 201-90788 LUMP | 4950.00000 4950.00| 3800.00000 3800.00| 2000.00000 2000.00ഀ
DEBRIS, REMOVE , STR. 3 | | |ഀ
0014 201-90788 LUMP | 4950.00000 4950.00| 4000.00000 4000.00| 2000.00000 2000.00ഀ
DEBRIS, REMOVE , STR. 4 | | |ഀ
0015 201-90788 LUMP | 835.00000 835.00| 2000.00000 2000.00| 1000.00000 1000.00ഀ
DEBRIS, REMOVE , STR. 5 | | |ഀ
0016 201-90788 LUMP | 14050.00000 14050.00| 2000.00000 2000.00| 1500.00000 1500.00ഀ
DEBRIS, REMOVE , STR. 6 | | |ഀ
0017 201-90788 LUMP | 835.00000 835.00| 900.00000 900.00| 1000.00000 1000.00ഀ
DEBRIS, REMOVE , STR. 7 | | |ഀ
0018 201-90788 LUMP | 4950.00000 4950.00| 3000.00000 3000.00| 2500.00000 2500.00ഀ
DEBRIS, REMOVE , STR. 8 | | |ഀ
0019 201-90788 LUMP | 13050.00000 13050.00| 42000.00000 42000.00| 2500.00000 2500.00ഀ
DEBRIS, REMOVE , STR. 9 | | |ഀ
0020 205-03371 1000.000 CYS | 33.00000 33000.00| 25.00000 25000.00| 25.00000 25000.00ഀ
SEDIMENT, REMOVE , STR. 1 | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 481 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 481 CONTRACT ID : M -31546-A COUNTIES : VARIOUSഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1415044 |( 2 ) 35-1817574 |( 3 ) 35-1636776ഀ
|F & K CONSTRUCTION INC |YARDBERRY LANDSCAPE |LINKEL COMPANYഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0021 205-03371 50.000 CYS | 20.75000 1037.50| 25.00000 1250.00| 50.00000 2500.00ഀ
SEDIMENT, REMOVE , STR. 6 | | |ഀ
0022 628-09408 6.000 MOS | 55.00000 330.00| 450.00000 2700.00| 200.00000 1200.00ഀ
MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | |ഀ
0023 628-09409 6.000 MOS | 75.00000 450.00| 150.00000 900.00| 200.00000 1200.00ഀ
MOBILE INTERNET SERVICE , 1 EACH | | |ഀ
0024 801-03290 30.000 EACH | 345.00000 10350.00| 247.50000 7425.00| 100.00000 3000.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0025 801-06640 40.000 EACH | 230.00000 9200.00| 165.00000 6600.00| 100.00000 4000.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0026 801-06710 10.000 DAY | 74.00000 740.00| 60.00000 600.00| 90.00000 900.00ഀ
FLASHING ARROW SIGN FOR STR. 6 | | |ഀ
0027 801-06775 LUMP | 7600.00000 7600.00| 13000.00000 13000.00| 40000.00000 40000.00ഀ
MAINTAINING TRAFFIC | | |ഀ
0028 801-09133 2.000 EACH | 3800.00000 7600.00| 2625.00000 5250.00| 290.00000 580.00ഀ
TEMPORARY CHANGEABLE MESSAGE SIGN FOR | | |ഀ
STR. 6 | | |ഀ
SECTION TOTALS | $ 195,747.50| $ 201,580.00| $ 216,985.00ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 195,747.50| $ 201,580.00| $ 216,985.00ഀ
====================================================================================================================================ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 561 -1ഀ
VENDOR RANKINGഀ
ഀ
CALL ORDER : 561 CONTRACT ID : TM-30888-A COUNTIES : ORANGEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : VINCENNES DISTRICTഀ
DESCRIPTION : TRAFFIC SIGNAL MODERNIZATION COMPLETION DATE : 11/15/09ഀ
LOCATION : ON US 150 AT SOUTH JUNCTION WITH SR 37 PROJECT(S) : 0800228ഀ
ഀ
ഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
TOTAL % OVERഀ
RANK VENDOR NO./NAME BID LOW BIDഀ
-------------------------------------------------------------------------------------------------------------------------------ഀ
1 35-1675187 HUMMEL ELECTRIC INC $ 57,162.00 100.0000%ഀ
2 35-1657131 MICHIANA CONTRACTING INC $ 58,182.36 101.7850%ഀ
3 35-0821499 JAMES H DREW CORPORATION $ 74,838.45 130.9234%ഀ
4 74-2851603 QUANTA SERVICES INC $ 111,792.75 195.5718%ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 561 -2ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 561 CONTRACT ID : TM-30888-A COUNTIES : ORANGEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : VINCENNES DISTRICTഀ
ഀ
====================================================================================================================================ഀ
|( 1 ) 35-1675187 |( 2 ) 35-1657131 |( 3 ) 35-0821499ഀ
|HUMMEL ELECTRIC INC |MICHIANA CONTRACTING INC |JAMES H DREW CORPORATIONഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 TRAFFIC SIGNAL MODERNIZATIONഀ
| | |ഀ
0001 105-06845 LUMP | 1000.00000 1000.00| 50.00000 50.00| 1616.00000 1616.00ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
LIQUIDATED DAMAGES | | |ഀ
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
CONTRACT LIENS | | |ഀ
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0006 110-01001 LUMP | 2792.12000 2792.12| 6800.00000 6800.00| 5891.00000 5891.00ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0007 202-01300 1.000 EACH | 1500.00000 1500.00| 1000.00000 1000.00| 3911.00000 3911.00ഀ
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |ഀ
0008 202-90277 2.000 EACH | 300.00000 600.00| 150.00000 300.00| 548.00000 1096.00ഀ
DETECTOR HOUSING, REMOVE | | |ഀ
0009 628-09402 6.000 MOS | 1500.00000 9000.00| 1700.00000 10200.00| 1774.00000 10644.00ഀ
FIELD OFFICE, B | | |ഀ
0010 801-03290 3.000 EACH | 180.00000 540.00| 350.00000 1050.00| 173.00000 519.00ഀ
CONSTRUCTION SIGN, C | | |ഀ
0011 801-06640 8.000 EACH | 144.00000 1152.00| 140.00000 1120.00| 121.00000 968.00ഀ
CONSTRUCTION SIGN, A | | |ഀ
0012 801-06775 LUMP | 1200.00000 1200.00| 2650.00000 2650.00| 5206.00000 5206.00ഀ
MAINTAINING TRAFFIC | | |ഀ
0013 802-07058 10.000 EACH | 100.00000 1000.00| 160.00000 1600.00| 229.00000 2290.00ഀ
SIGN, SHEET ASSEMBLY, RELOCATE | | |ഀ
0014 805-02087 LUMP | 500.00000 500.00| 100.00000 100.00| 1616.00000 1616.00ഀ
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |ഀ
EQUIPMENT | | |ഀ
0015 805-02152 8.000 EACH | 504.00000 4032.00| 475.00000 3800.00| 436.00000 3488.00ഀ
PEDESTRIAN SIGNAL HEAD WITH | | |ഀ
INTERNATIONAL SYMBOLS, 18 IN. | | |ഀ
0016 805-78205 7.000 EACH | 720.00000 5040.00| 615.00000 4305.00| 651.00000 4557.00ഀ
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |ഀ
AMBER, GREEN | | |ഀ
0017 805-78230 1.000 EACH | 972.00000 972.00| 1015.00000 1015.00| 1027.00000 1027.00ഀ
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |ഀ
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 561 -3ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 561 CONTRACT ID : TM-30888-A COUNTIES : ORANGEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : VINCENNES DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1675187 |( 2 ) 35-1657131 |( 3 ) 35-0821499ഀ
|HUMMEL ELECTRIC INC |MICHIANA CONTRACTING INC |JAMES H DREW CORPORATIONഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0018 805-78370 8.000 EACH | 180.00000 1440.00| 85.00000 680.00| 153.00000 1224.00ഀ
PEDESTRIAN PUSH BUTTON | | |ഀ
0019 805-78415 4.000 EACH | 1600.00000 6400.00| 1430.00000 5720.00| 2168.00000 8672.00ഀ
SPAN, CATENARY, AND TETHER | | |ഀ
0020 805-78420 4.000 EACH | 280.00000 1120.00| 215.00000 860.00| 220.00000 880.00ഀ
DISCONNECT HANGER | | |ഀ
0021 805-78445 1.000 EACH | 550.00000 550.00| 685.00000 685.00| 960.00000 960.00ഀ
SIGNAL SERVICE | | |ഀ
0022 805-78467 50.000 LFT | 2.00000 100.00| 1.80000 90.00| 2.30000 115.00ഀ
SIGNAL CABLE, 3C 8GA. | | |ഀ
0023 805-78470 2928.000 LFT | 0.40000 1171.20| 0.12000 351.36| 0.60000 1756.80ഀ
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |ഀ
0024 805-78480 475.000 LFT | 1.00000 475.00| 1.15000 546.25| 1.10000 522.50ഀ
SIGNAL CABLE, 3C 14GA. | | |ഀ
0025 805-78485 415.000 LFT | 2.00000 830.00| 1.30000 539.50| 1.30000 539.50ഀ
SIGNAL CABLE, 5C 14GA. | | |ഀ
0026 805-78490 500.000 LFT | 2.00000 1000.00| 1.40000 700.00| 1.50000 750.00ഀ
SIGNAL CABLE, 7C 14GA. | | |ഀ
0027 805-78510 975.000 LFT | 0.80000 780.00| 1.15000 1121.25| 0.95000 926.25ഀ
SIGNAL CABLE, 2C 16GA., SHIELDED | | |ഀ
0028 805-78785 2.000 EACH | 600.00000 1200.00| 750.00000 1500.00| 1006.00000 2012.00ഀ
SIGNAL DETECTOR HOUSING | | |ഀ
0029 805-78795 1056.000 LFT | 7.20000 7603.20| 6.20000 6547.20| 8.00000 8448.00ഀ
SAW CUT FOR ROADWAY LOOP AND SEALER | | |ഀ
0030 805-92504 6.000 EACH | 280.00000 1680.00| 325.00000 1950.00| 310.00000 1860.00ഀ
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |ഀ
0032 808-06368 443.000 LFT | 3.12000 1382.16| 1.20000 531.60| 3.00000 1329.00ഀ
TRANSVERSE MARKING, REMOVE | | |ഀ
0033 808-06703 140.000 LFT | 0.84000 117.60| 1.20000 168.00| 0.80000 112.00ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0034 808-06716 240.000 LFT | 0.62000 148.80| 1.20000 288.00| 0.55000 132.00ഀ
LINE, REMOVE | | |ഀ
0035 808-75297 95.000 LFT | 4.80000 456.00| 7.00000 665.00| 4.60000 437.00ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
STOP LINE, 24 IN. | | |ഀ
0036 808-75300 348.000 LFT | 1.20000 417.60| 1.20000 417.60| 1.20000 417.60ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
CROSSWALK LINE, 6 IN. | | |ഀ
0037 808-75320 4.000 EACH | 84.00000 336.00| 70.00000 280.00| 79.50000 318.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, LANE INDICATION ARROW | | |ഀ
0038 808-75325 2.000 EACH | 120.00000 240.00| 85.00000 170.00| 114.00000 228.00ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, WORD (ONLY) | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 561 -4ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 561 CONTRACT ID : TM-30888-A COUNTIES : ORANGEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : VINCENNES DISTRICTഀ
====================================================================================================================================ഀ
|( 1 ) 35-1675187 |( 2 ) 35-1657131 |( 3 ) 35-0821499ഀ
|HUMMEL ELECTRIC INC |MICHIANA CONTRACTING INC |JAMES H DREW CORPORATIONഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0039 808-05866 11.800 SYS | 32.40000 382.32| 32.00000 377.60| 31.00000 365.80ഀ
PAVEMENT MESSAGE MARKING, REMOVE | | |ഀ
SECTION TOTALS | $ 57,162.00| $ 58,182.36| $ 74,838.45ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 57,162.00| $ 58,182.36| $ 74,838.45ഀ
====================================================================================================================================ഀ
ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 561 -5ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 561 CONTRACT ID : TM-30888-A COUNTIES : ORANGEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : VINCENNES DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 74-2851603 |( ) |( )ഀ
|QUANTA SERVICES INC | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
SECTION 0001 TRAFFIC SIGNAL MODERNIZATIONഀ
| | |ഀ
0001 105-06845 LUMP | 7800.00000 7800.00| |ഀ
CONSTRUCTION ENGINEERING | | |ഀ
0002 109-08359 1.000 DOL | 1.00000 1.00| |ഀ
LIQUIDATED DAMAGES | | |ഀ
0003 109-08360 1.000 DOL | 1.00000 1.00| |ഀ
CONTRACT LIENS | | |ഀ
0004 109-08443 1.000 DOL | 1.00000 1.00| |ഀ
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |ഀ
CONTROL DEVICES | | |ഀ
0005 109-08444 1.000 DOL | 1.00000 1.00| |ഀ
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |ഀ
0006 110-01001 LUMP | 5500.00000 5500.00| |ഀ
MOBILIZATION AND DEMOBILIZATION | | |ഀ
0007 202-01300 1.000 EACH | 3000.00000 3000.00| |ഀ
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |ഀ
0008 202-90277 2.000 EACH | 500.00000 1000.00| |ഀ
DETECTOR HOUSING, REMOVE | | |ഀ
0009 628-09402 6.000 MOS | 2600.00000 15600.00| |ഀ
FIELD OFFICE, B | | |ഀ
0010 801-03290 3.000 EACH | 150.00000 450.00| |ഀ
CONSTRUCTION SIGN, C | | |ഀ
0011 801-06640 8.000 EACH | 105.00000 840.00| |ഀ
CONSTRUCTION SIGN, A | | |ഀ
0012 801-06775 LUMP | 5500.00000 5500.00| |ഀ
MAINTAINING TRAFFIC | | |ഀ
0013 802-07058 10.000 EACH | 830.00000 8300.00| |ഀ
SIGN, SHEET ASSEMBLY, RELOCATE | | |ഀ
0014 805-02087 LUMP | 1600.00000 1600.00| |ഀ
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |ഀ
EQUIPMENT | | |ഀ
0015 805-02152 8.000 EACH | 950.00000 7600.00| |ഀ
PEDESTRIAN SIGNAL HEAD WITH | | |ഀ
INTERNATIONAL SYMBOLS, 18 IN. | | |ഀ
0016 805-78205 7.000 EACH | 1100.00000 7700.00| |ഀ
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |ഀ
AMBER, GREEN | | |ഀ
0017 805-78230 1.000 EACH | 1350.00000 1350.00| |ഀ
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |ഀ
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |ഀ
0018 805-78370 8.000 EACH | 260.00000 2080.00| |ഀ
PEDESTRIAN PUSH BUTTON | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 561 -6ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 561 CONTRACT ID : TM-30888-A COUNTIES : ORANGEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : VINCENNES DISTRICTഀ
====================================================================================================================================ഀ
|( 4 ) 74-2851603 |( ) |( )ഀ
|QUANTA SERVICES INC | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0019 805-78415 4.000 EACH | 3000.00000 12000.00| |ഀ
SPAN, CATENARY, AND TETHER | | |ഀ
0020 805-78420 4.000 EACH | 330.00000 1320.00| |ഀ
DISCONNECT HANGER | | |ഀ
0021 805-78445 1.000 EACH | 1000.00000 1000.00| |ഀ
SIGNAL SERVICE | | |ഀ
0022 805-78467 50.000 LFT | 4.20000 210.00| |ഀ
SIGNAL CABLE, 3C 8GA. | | |ഀ
0023 805-78470 2928.000 LFT | 0.30000 878.40| |ഀ
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |ഀ
0024 805-78480 475.000 LFT | 2.80000 1330.00| |ഀ
SIGNAL CABLE, 3C 14GA. | | |ഀ
0025 805-78485 415.000 LFT | 2.90000 1203.50| |ഀ
SIGNAL CABLE, 5C 14GA. | | |ഀ
0026 805-78490 500.000 LFT | 3.10000 1550.00| |ഀ
SIGNAL CABLE, 7C 14GA. | | |ഀ
0027 805-78510 975.000 LFT | 2.40000 2340.00| |ഀ
SIGNAL CABLE, 2C 16GA., SHIELDED | | |ഀ
0028 805-78785 2.000 EACH | 750.00000 1500.00| |ഀ
SIGNAL DETECTOR HOUSING | | |ഀ
0029 805-78795 1056.000 LFT | 12.70000 13411.20| |ഀ
SAW CUT FOR ROADWAY LOOP AND SEALER | | |ഀ
0030 805-92504 6.000 EACH | 640.00000 3840.00| |ഀ
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |ഀ
0032 808-06368 443.000 LFT | 2.59000 1147.37| |ഀ
TRANSVERSE MARKING, REMOVE | | |ഀ
0033 808-06703 140.000 LFT | 0.69000 96.60| |ഀ
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |ഀ
0034 808-06716 240.000 LFT | 0.49000 117.60| |ഀ
LINE, REMOVE | | |ഀ
0035 808-75297 95.000 LFT | 4.00000 380.00| |ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
STOP LINE, 24 IN. | | |ഀ
0036 808-75300 348.000 LFT | 1.01000 351.48| |ഀ
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |ഀ
CROSSWALK LINE, 6 IN. | | |ഀ
0037 808-75320 4.000 EACH | 69.00000 276.00| |ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, LANE INDICATION ARROW | | |ഀ
0038 808-75325 2.000 EACH | 99.00000 198.00| |ഀ
PAVEMENT MESSAGE MARKINGS, | | |ഀ
THERMOPLASTIC, WORD (ONLY) | | |ഀ
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/28/11ഀ
PAGE : 561 -7ഀ
TABULATION OF BIDSഀ
ഀ
CALL ORDER : 561 CONTRACT ID : TM-30888-A COUNTIES : ORANGEഀ
LETTING DATE : 07/15/09 10:00 AM DISTRICT : VINCENNES DISTRICTഀ
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|( 4 ) 74-2851603 |( ) |( )ഀ
|QUANTA SERVICES INC | |ഀ
LINE NO / ITEM CODE / ALT | | |ഀ
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNTഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
0039 808-05866 11.800 SYS | 27.00000 318.60| |ഀ
PAVEMENT MESSAGE MARKING, REMOVE | | |ഀ
SECTION TOTALS | $ 111,792.75| $ | $ഀ
------------------------------------------+-----------------------------+-----------------------------+-----------------------------ഀ
CONTRACT TOTALS | $ 111,792.75| $ 0.00| $ഀ
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