INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 141 -1
VENDOR RANKING
CALL ORDER : 141 CONTRACT ID : R -29931-A COUNTIES : LAPORTE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : 64
CONTRACT TIME : 10/02/10 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9946071
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 4,552,534.28 100.0000%
2 35-1058916 WOODRUFF & SONS INC $ 4,686,110.08 102.9341%
3 35-1068009 DYER CONSTRUCTION CO $ 5,669,166.16 124.5277%
4 35-1489621 HRP CONSTRUCTION INC $ 6,724,569.24 147.7105%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 141 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : R -29931-A COUNTIES : LAPORTE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1058916 |( 3 ) 35-1068009
|RIETH RILEY CONSTRUCTION |WOODRUFF & SONS INC |DYER CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 44500.00000 44500.00| 80000.00000 80000.00| 30000.00000 30000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 160.00000 320.00| 260.00000 520.00| 120.00000 240.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 36.000 MOS | 105.00000 3780.00| 67.00000 2412.00| 120.00000 4320.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 295600.00000 295600.00| 173743.00000 173743.00| 280000.00000 280000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 58000.00000 58000.00| 36000.00000 36000.00| 124800.00000 124800.00
CLEARING RIGHT OF WAY | | |
0013 202-01300 1.000 EACH | 1578.95000 1578.95| 1600.00000 1600.00| 1900.00000 1900.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0014 202-02278 1197.000 LFT | 5.00000 5985.00| 2.70000 3231.90| 3.99000 4776.03
CURB, CONCRETE, REMOVE | | |
0015 202-02279 609.000 LFT | 5.00000 3045.00| 2.70000 1644.30| 3.99000 2429.91
CURB AND GUTTER, REMOVE | | |
0016 202-02772 1.000 EACH | 223.16000 223.16| 105.00000 105.00| 166.91000 166.91
CASTING, REMOVE | | |
0017 202-02928 3.000 EACH | 677.89000 2033.67| 125.00000 375.00| 238.76000 716.28
CATCH BASIN, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 141 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : R -29931-A COUNTIES : LAPORTE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1058916 |( 3 ) 35-1068009
|RIETH RILEY CONSTRUCTION |WOODRUFF & SONS INC |DYER CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-52710 3725.000 SYS | 8.00000 29800.00| 4.50000 16762.50| 3.89000 14490.25
SIDEWALK, CONCRETE, REMOVE | | |
0019 202-91385 37.000 EACH | 677.89000 25081.93| 125.00000 4625.00| 238.78000 8834.86
INLET, REMOVE | | |
0020 202-93047 17.000 EACH | 1016.84000 17286.28| 350.00000 5950.00| 238.78000 4059.26
MANHOLE, REMOVE | | |
0021 202-96133 6776.000 LFT | 13.00000 88088.00| 9.00000 60984.00| 21.01000 142363.76
PIPE, REMOVE | | |
0022 203-02000 19990.000 CYS | 12.00000 239880.00| 14.50000 289855.00| 20.19000 403598.10
EXCAVATION, COMMON | | |
0023 205-03371 15.000 CYS | 35.30000 529.50| 120.00000 1800.00| 23.71000 355.65
SEDIMENT, REMOVE | | |
0024 205-06933 75.000 EACH | 94.74000 7105.50| 95.00000 7125.00| 90.00000 6750.00
TEMPORARY DITCH INLET PROTECTION | | |
0025 205-06937 341.000 LFT | 2.51000 855.91| 2.50000 852.50| 4.23000 1442.43
TEMPORARY SILT FENCE | | |
0026 205-09543 100.000 TON | 1.00000 100.00| 25.00000 2500.00| 30.24000 3024.00
NO 2 STONE | | |
0027 207-08263 39510.000 SYS | 6.00000 237060.00| 7.00000 276570.00| 12.14000 479651.40
SUBGRADE TREATMENT, TYPE IA | | |
0028 207-08267 3860.000 SYS | 12.50000 48250.00| 11.50000 44390.00| 16.00000 61760.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0029 211-02050 3385.000 CYS | 0.01000 33.85| 1.00000 3385.00| 22.43000 75925.55
B BORROW | | |
0030 211-09264 10396.000 CYS | 8.21000 85351.16| 1.00000 10396.00| 20.00000 207920.00
STRUCTURE BACKFILL, TYPE 1 | | |
0031 303-01180 0.600 TON | 700.00000 420.00| 1750.00000 1050.00| 598.95000 359.37
COMPACTED AGGREGATE, NO. 53 | | |
0032 304-07491 59.200 TON | 111.00000 6571.20| 115.00000 6808.00| 111.50000 6600.80
HMA PATCHING, TYPE C | | |
0033 306-08043 1004.000 SYS | 4.00000 4016.00| 17.00000 17068.00| 6.00000 6024.00
MILLING, TRANSITION | | |
0034 401-07328 2484.000 TON | 60.30000 149785.20| 64.00000 158976.00| 60.62000 150580.08
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0035 401-07398 4006.000 TON | 53.75000 215322.50| 57.00000 228342.00| 54.02000 216404.12
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0036 401-07408 14373.000 TON | 43.55000 625944.15| 46.00000 661158.00| 43.80000 629537.40
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0037 406-05520 22.700 TON | 1.00000 22.70| 665.00000 15095.50| 622.86000 14138.92
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 141 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : R -29931-A COUNTIES : LAPORTE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1058916 |( 3 ) 35-1068009
|RIETH RILEY CONSTRUCTION |WOODRUFF & SONS INC |DYER CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 604-07894 4.700 SYS | 145.00000 681.50| 155.00000 728.50| 145.00000 681.50
CURB RAMP, CONCRETE, A | | |
0039 604-07896 10.200 SYS | 145.00000 1479.00| 155.00000 1581.00| 145.00000 1479.00
CURB RAMP, CONCRETE, B | | |
0040 604-07897 47.800 SYS | 145.00000 6931.00| 155.00000 7409.00| 145.00000 6931.00
CURB RAMP, CONCRETE, C | | |
0041 604-07900 121.800 SYS | 145.00000 17661.00| 155.00000 18879.00| 145.00000 17661.00
CURB RAMP, CONCRETE, F | | |
0042 604-07901 210.100 SYS | 145.00000 30464.50| 150.00000 31515.00| 145.00000 30464.50
CURB RAMP, CONCRETE, G | | |
0043 604-07902 94.100 SYS | 145.00000 13644.50| 155.00000 14585.50| 145.00000 13644.50
CURB RAMP, CONCRETE, H | | |
0044 604-91531 7459.000 SYS | 29.75000 221905.25| 26.00000 193934.00| 24.40000 181999.60
SIDEWALK, CONCRETE, 4 IN. | | |
0045 605-06150 13666.000 LFT | 14.80000 202256.80| 15.50000 211823.00| 14.80000 202256.80
CURB AND GUTTER, C, CONCRETE | | |
0046 610-08446 2161.000 SYS | 44.00000 95084.00| 44.00000 95084.00| 41.25000 89141.25
PCCP FOR APPROACHES, 6 IN. | | |
0047 610-09108 1700.000 SYS | 52.00000 88400.00| 55.00000 93500.00| 52.00000 88400.00
PCCP FOR APPROACHES, 9 IN. | | |
0048 611-06497 64.000 EACH | 157.89000 10104.96| 190.00000 12160.00| 150.00000 9600.00
MAILBOX ASSEMBLY, SINGLE | | |
0049 611-06498 1.000 EACH | 189.47000 189.47| 320.00000 320.00| 180.00000 180.00
MAILBOX ASSEMBLY, DOUBLE | | |
0050 615-06505 9.000 EACH | 784.21000 7057.89| 850.00000 7650.00| 500.00000 4500.00
MONUMENT, B | | |
0051 615-06527 2.000 EACH | 842.11000 1684.22| 640.00000 1280.00| 400.00000 800.00
MONUMENT, SECTION CORNER | | |
0052 616-02320 5.200 SYS | 21.45000 111.54| 200.00000 1040.00| 6.80000 35.36
GEOTEXTILES | | |
0053 621-06567 58.600 kGAL | 1.05000 61.53| 1.05000 61.53| 1.00000 58.60
WATER | | |
0054 621-06575 14631.000 SYS | 4.46000 65254.26| 3.50000 51208.50| 3.22000 47111.82
SODDING, NURSERY | | |
0055 628-09402 18.000 MOS | 1725.00000 31050.00| 1900.00000 34200.00| 2149.48000 38690.64
FIELD OFFICE, B | | |
0056 703-06028 29.000 LBS | 4.00000 116.00| 10.00000 290.00| 49.22000 1427.38
REINFORCING BARS | | |
0057 714-44240 7.000 CYS | 139.55000 976.85| 450.00000 3150.00| 525.00000 3675.00
CONCRETE, A, STRUCTURES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 141 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : R -29931-A COUNTIES : LAPORTE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1058916 |( 3 ) 35-1068009
|RIETH RILEY CONSTRUCTION |WOODRUFF & SONS INC |DYER CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 715-05024 1062.000 LFT | 80.17000 85140.54| 64.00000 67968.00| 180.89000 192105.18
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0059 715-05149 5334.000 LFT | 23.27000 124122.18| 36.00000 192024.00| 47.88000 255391.92
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0060 715-05151 720.000 LFT | 29.80000 21456.00| 39.00000 28080.00| 51.66000 37195.20
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0061 715-05152 402.000 LFT | 34.11000 13712.22| 46.00000 18492.00| 58.31000 23440.62
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0062 715-05154 668.000 LFT | 65.67000 43867.56| 72.00000 48096.00| 71.07000 47474.76
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0063 715-05156 2209.000 LFT | 62.40000 137841.60| 57.00000 125913.00| 86.00000 189974.00
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0064 715-05159 710.000 LFT | 100.15000 71106.50| 375.00000 266250.00| 226.14000 160559.40
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
0065 715-05428 180.000 LFT | 54.35000 9783.00| 47.00000 8460.00| 57.99000 10438.20
PIPE, SLOTTED VANE DRAIN, 12 IN. | | |
0066 715-08306 26.300 TON | 125.75000 3307.23| 135.00000 3550.50| 126.45000 3325.64
HMA FOR STRUCTURE INSTALLATION, TYPE C | | |
0067 715-09064 4978.000 LFT | 1.13000 5625.14| 1.00000 4978.00| 1.20000 5973.60
VIDEO INSPECTION FOR PIPE | | |
0068 715-09550 11.000 LFT | 362.09000 3982.99| 295.00000 3245.00| 444.97000 4894.67
PIPE, SANITARY SEWER, 27 IN. | | |
0069 715-91738 3536.000 LFT | 32.34000 114354.24| 43.00000 152048.00| 49.11000 173652.96
WATER MAIN, DUCTILE IRON, 6 IN. | | |
0070 715-91739 419.000 LFT | 39.58000 16584.02| 60.00000 25140.00| 62.37000 26133.03
WATER MAIN, DUCTILE IRON, 8 IN. | | |
0071 715-93910 20.000 EACH | 785.79000 15715.80| 69.00000 1380.00| 1507.44000 30148.80
WATER SERVICE LINE, ADJUST | | |
0072 720-08628 1.000 EACH | 1925.26000 1925.26| 800.00000 800.00| 975.20000 975.20
SLOTTED DRAIN PIPE CLEANOUT PORT, TYPE | | |
II | | |
0073 720-44000 44.000 EACH | 253.36000 11147.84| 230.00000 10120.00| 287.42000 12646.48
CASTING, ADJUST TO GRADE | | |
0074 720-44025 1.000 EACH | 703.68000 703.68| 400.00000 400.00| 641.44000 641.44
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0075 720-44296 1.000 EACH | 506.32000 506.32| 1250.00000 1250.00| 729.08000 729.08
CAP INLET | | |
0076 720-45030 7.000 EACH | 1395.44000 9768.08| 1800.00000 12600.00| 1327.91000 9295.37
INLET, E7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 141 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : R -29931-A COUNTIES : LAPORTE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1058916 |( 3 ) 35-1068009
|RIETH RILEY CONSTRUCTION |WOODRUFF & SONS INC |DYER CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 720-45075 2.000 EACH | 3086.28000 6172.56| 2650.00000 5300.00| 1961.20000 3922.40
INLET, R13 | | |
0078 720-45205 1.000 EACH | 2622.72000 2622.72| 1900.00000 1900.00| 2599.86000 2599.86
CATCH BASIN, A2 | | |
0079 720-45375 53.000 EACH | 958.98000 50825.94| 950.00000 50350.00| 1382.07000 73249.71
PIPE CATCH BASIN, 24 IN., MODIFIED | | |
0080 720-45410 16.000 EACH | 2487.16000 39794.56| 3100.00000 49600.00| 1986.02000 31776.32
MANHOLE, C4 | | |
0081 720-90984 3.000 EACH | 2707.08000 8121.24| 3100.00000 9300.00| 2286.25000 6858.75
MANHOLE, C2 | | |
0082 720-94612 6.000 EACH | 5432.64000 32595.84| 6200.00000 37200.00| 4566.93000 27401.58
MANHOLE, K4 | | |
0083 720-95335 1.000 EACH | 9502.77000 9502.77| 22300.00000 22300.00| 16289.47000 16289.47
MANHOLE, M4 | | |
0084 720-95422 31.000 EACH | 3367.24000 104384.44| 4600.00000 142600.00| 2549.02000 79019.62
MANHOLE, J4 | | |
0085 720-96999 5.000 EACH | 4385.53000 21927.65| 4000.00000 20000.00| 3436.40000 17182.00
FIRE HYDRANT ASSEMBLY | | |
0086 720-98174 30.000 EACH | 2617.27000 78518.10| 2100.00000 63000.00| 2395.98000 71879.40
INLET, B15 | | |
0087 720-98555 33.000 EACH | 2651.60000 87502.80| 2100.00000 69300.00| 2395.59000 79054.47
INLET, C15 | | |
0088 720-99416 30.000 EACH | 2976.09000 89282.70| 2000.00000 60000.00| 2733.00000 81990.00
CATCH BASIN, B15 | | |
0089 720-99417 42.000 EACH | 2987.42000 125471.64| 2000.00000 84000.00| 2825.30000 118662.60
CATCH BASIN, C15 | | |
0090 732-02531 20.000 EACH | 868.16000 17363.20| 850.00000 17000.00| 782.19000 15643.80
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON 6 IN. | | |
0091 732-02532 2.000 EACH | 1208.95000 2417.90| 1150.00000 2300.00| 1107.07000 2214.14
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON, 8 IN. | | |
0092 732-90578 3.000 EACH | 1482.11000 4446.33| 69.00000 207.00| 890.07000 2670.21
WATER METER, RELOCATE | | |
0093 801-04308 15.000 EACH | 314.74000 4721.10| 315.00000 4725.00| 299.00000 4485.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0094 801-06625 67.000 EACH | 74.74000 5007.58| 75.00000 5025.00| 71.00000 4757.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0095 801-06640 25.000 EACH | 136.84000 3421.00| 135.00000 3375.00| 130.00000 3250.00
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 141 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : R -29931-A COUNTIES : LAPORTE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1058916 |( 3 ) 35-1068009
|RIETH RILEY CONSTRUCTION |WOODRUFF & SONS INC |DYER CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0096 801-06710 28.000 DAY | 11.58000 324.24| 11.50000 322.00| 11.00000 308.00
FLASHING ARROW SIGN | | |
0097 801-06775 LUMP | 20205.08000 20205.08| 16000.00000 16000.00| 66095.76000 66095.76
MAINTAINING TRAFFIC | | |
0098 801-07118 192.000 LFT | 18.95000 3638.40| 19.00000 3648.00| 18.00000 3456.00
BARRICADE, III-A | | |
0099 801-07119 144.000 LFT | 18.95000 2728.80| 19.00000 2736.00| 18.00000 2592.00
BARRICADE, III-B | | |
0100 802-05701 870.700 LFT | 14.11000 12285.58| 14.00000 12189.80| 14.79000 12877.65
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0101 802-07059 85.000 EACH | 51.05000 4339.25| 51.00000 4335.00| 36.00000 3060.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0102 802-07060 1.000 EACH | 157.89000 157.89| 155.00000 155.00| 120.00000 120.00
SIGN, SHEET, RELOCATE | | |
0103 802-76025 628.300 SFT | 14.60000 9173.18| 14.50000 9110.35| 15.00000 9424.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0104 802-76035 25.500 SFT | 15.16000 386.58| 15.50000 395.25| 17.00000 433.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0105 802-76045 90.000 SFT | 16.11000 1449.90| 16.00000 1440.00| 17.50000 1575.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0106 805-01815 4.000 EACH | 1947.37000 7789.48| 2000.00000 8000.00| 2300.00000 9200.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0107 805-01842 5.000 EACH | 642.11000 3210.55| 650.00000 3250.00| 642.00000 3210.00
HANDHOLE, SIGNAL | | |
0108 805-02152 8.000 EACH | 589.47000 4715.76| 600.00000 4800.00| 600.00000 4800.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0109 805-06592 1042.000 LFT | 11.79000 12285.18| 12.00000 12504.00| 12.50000 13025.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0110 805-78109 1.000 EACH | 9324.21000 9324.21| 9500.00000 9500.00| 9000.00000 9000.00
CONTROLLER AND CABINET, SECONDARY, MENU | | |
DRIVEN, 8 PHASE | | |
0111 805-78205 3.000 EACH | 783.16000 2349.48| 790.00000 2370.00| 820.00000 2460.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 141 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : R -29931-A COUNTIES : LAPORTE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1058916 |( 3 ) 35-1068009
|RIETH RILEY CONSTRUCTION |WOODRUFF & SONS INC |DYER CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0112 805-78230 5.000 EACH | 1105.26000 5526.30| 1100.00000 5500.00| 1140.00000 5700.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0113 805-78415 4.000 EACH | 1621.05000 6484.20| 1600.00000 6400.00| 1840.00000 7360.00
SPAN, CATENARY, AND TETHER | | |
0114 805-78420 4.000 EACH | 284.21000 1136.84| 285.00000 1140.00| 325.00000 1300.00
DISCONNECT HANGER | | |
0115 805-78467 39.000 LFT | 2.21000 86.19| 2.25000 87.75| 2.60000 101.40
SIGNAL CABLE, 3C 8GA. | | |
0116 805-78470 4780.000 LFT | 0.81000 3871.80| 1.00000 4780.00| 0.41000 1959.80
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0117 805-78485 827.000 LFT | 1.98000 1637.46| 2.00000 1654.00| 1.00000 827.00
SIGNAL CABLE, 5C 14GA. | | |
0118 805-78490 1787.000 LFT | 2.08000 3716.96| 2.00000 3574.00| 2.00000 3574.00
SIGNAL CABLE, 7C 14GA. | | |
0119 805-78510 1633.000 LFT | 0.84000 1371.72| 1.00000 1633.00| 1.10000 1796.30
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0120 805-78785 9.000 EACH | 510.53000 4594.77| 500.00000 4500.00| 540.00000 4860.00
SIGNAL DETECTOR HOUSING | | |
0121 805-78795 1460.000 LFT | 11.32000 16527.20| 11.50000 16790.00| 9.00000 13140.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0122 805-78925 1.000 EACH | 721.05000 721.05| 725.00000 725.00| 720.00000 720.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0123 805-81032 4.000 EACH | 4105.26000 16421.04| 4100.00000 16400.00| 4400.00000 17600.00
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0124 805-92504 5.000 EACH | 198.95000 994.75| 200.00000 1000.00| 194.00000 970.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0125 805-96121 8.000 EACH | 145.26000 1162.08| 145.00000 1160.00| 142.00000 1136.00
PEDESTRIAN PUSH BUTTON AND SIGN | | |
0126 808-06703 1122.000 LFT | 0.28000 314.16| 0.30000 336.60| 0.27000 302.94
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0127 808-06716 632.000 LFT | 1.05000 663.60| 1.05000 663.60| 1.00000 632.00
LINE, REMOVE | | |
0128 808-75240 460.000 LFT | 0.28000 128.80| 0.30000 138.00| 0.27000 124.20
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0129 808-75245 16171.000 LFT | 0.28000 4527.88| 0.30000 4851.30| 0.27000 4366.17
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 141 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : R -29931-A COUNTIES : LAPORTE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1058916 |( 3 ) 35-1068009
|RIETH RILEY CONSTRUCTION |WOODRUFF & SONS INC |DYER CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0130 808-75297 592.000 LFT | 4.21000 2492.32| 4.25000 2516.00| 4.00000 2368.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0131 808-75300 3112.700 LFT | 0.95000 2957.07| 1.00000 3112.70| 0.90000 2801.43
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0132 808-75320 16.000 EACH | 68.42000 1094.72| 69.00000 1104.00| 65.00000 1040.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0133 808-75325 16.000 EACH | 84.21000 1347.36| 85.00000 1360.00| 80.00000 1280.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0134 808-75350 2.000 EACH | 157.90000 315.80| 155.00000 310.00| 150.00000 300.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (SCHOOL) | | |
0135 808-75998 104.000 EACH | 31.21000 3245.84| 31.00000 3224.00| 29.65000 3083.60
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0136 808-98796 37.000 LFT | 10.53000 389.61| 10.50000 388.50| 10.00000 370.00
LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
SECTION TOTALS | $ 4,552,534.28| $ 4,686,110.08| $ 5,669,166.16
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,552,534.28| $ 4,686,110.08| $ 5,669,166.16
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 141 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : R -29931-A COUNTIES : LAPORTE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( ) |( )
|HRP CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 128000.00000 128000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 250.00000 500.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 36.000 MOS | 75.00000 2700.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 459000.00000 459000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 342000.00000 342000.00| |
CLEARING RIGHT OF WAY | | |
0013 202-01300 1.000 EACH | 1900.00000 1900.00| |
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0014 202-02278 1197.000 LFT | 2.50000 2992.50| |
CURB, CONCRETE, REMOVE | | |
0015 202-02279 609.000 LFT | 2.50000 1522.50| |
CURB AND GUTTER, REMOVE | | |
0016 202-02772 1.000 EACH | 125.00000 125.00| |
CASTING, REMOVE | | |
0017 202-02928 3.000 EACH | 150.00000 450.00| |
CATCH BASIN, REMOVE | | |
0018 202-52710 3725.000 SYS | 5.00000 18625.00| |
SIDEWALK, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 141 -11
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : R -29931-A COUNTIES : LAPORTE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( ) |( )
|HRP CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-91385 37.000 EACH | 150.00000 5550.00| |
INLET, REMOVE | | |
0020 202-93047 17.000 EACH | 225.00000 3825.00| |
MANHOLE, REMOVE | | |
0021 202-96133 6776.000 LFT | 8.00000 54208.00| |
PIPE, REMOVE | | |
0022 203-02000 19990.000 CYS | 28.00000 559720.00| |
EXCAVATION, COMMON | | |
0023 205-03371 15.000 CYS | 15.00000 225.00| |
SEDIMENT, REMOVE | | |
0024 205-06933 75.000 EACH | 90.00000 6750.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0025 205-06937 341.000 LFT | 1.75000 596.75| |
TEMPORARY SILT FENCE | | |
0026 205-09543 100.000 TON | 30.00000 3000.00| |
NO 2 STONE | | |
0027 207-08263 39510.000 SYS | 5.95000 235084.50| |
SUBGRADE TREATMENT, TYPE IA | | |
0028 207-08267 3860.000 SYS | 16.00000 61760.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0029 211-02050 3385.000 CYS | 5.00000 16925.00| |
B BORROW | | |
0030 211-09264 10396.000 CYS | 12.00000 124752.00| |
STRUCTURE BACKFILL, TYPE 1 | | |
0031 303-01180 0.600 TON | 40.00000 24.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0032 304-07491 59.200 TON | 111.50000 6600.80| |
HMA PATCHING, TYPE C | | |
0033 306-08043 1004.000 SYS | 6.00000 6024.00| |
MILLING, TRANSITION | | |
0034 401-07328 2484.000 TON | 60.62000 150580.08| |
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0035 401-07398 4006.000 TON | 54.02000 216404.12| |
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0036 401-07408 14373.000 TON | 43.80000 629537.40| |
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0037 406-05520 22.700 TON | 622.86000 14138.92| |
ASPHALT FOR TACK COAT | | |
0038 604-07894 4.700 SYS | 145.00000 681.50| |
CURB RAMP, CONCRETE, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 141 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : R -29931-A COUNTIES : LAPORTE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( ) |( )
|HRP CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 604-07896 10.200 SYS | 145.00000 1479.00| |
CURB RAMP, CONCRETE, B | | |
0040 604-07897 47.800 SYS | 145.00000 6931.00| |
CURB RAMP, CONCRETE, C | | |
0041 604-07900 121.800 SYS | 145.00000 17661.00| |
CURB RAMP, CONCRETE, F | | |
0042 604-07901 210.100 SYS | 145.00000 30464.50| |
CURB RAMP, CONCRETE, G | | |
0043 604-07902 94.100 SYS | 145.00000 13644.50| |
CURB RAMP, CONCRETE, H | | |
0044 604-91531 7459.000 SYS | 29.75000 221905.25| |
SIDEWALK, CONCRETE, 4 IN. | | |
0045 605-06150 13666.000 LFT | 14.80000 202256.80| |
CURB AND GUTTER, C, CONCRETE | | |
0046 610-08446 2161.000 SYS | 44.00000 95084.00| |
PCCP FOR APPROACHES, 6 IN. | | |
0047 610-09108 1700.000 SYS | 52.00000 88400.00| |
PCCP FOR APPROACHES, 9 IN. | | |
0048 611-06497 64.000 EACH | 150.00000 9600.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0049 611-06498 1.000 EACH | 180.00000 180.00| |
MAILBOX ASSEMBLY, DOUBLE | | |
0050 615-06505 9.000 EACH | 500.00000 4500.00| |
MONUMENT, B | | |
0051 615-06527 2.000 EACH | 400.00000 800.00| |
MONUMENT, SECTION CORNER | | |
0052 616-02320 5.200 SYS | 10.00000 52.00| |
GEOTEXTILES | | |
0053 621-06567 58.600 kGAL | 150.00000 8790.00| |
WATER | | |
0054 621-06575 14631.000 SYS | 3.09000 45209.79| |
SODDING, NURSERY | | |
0055 628-09402 18.000 MOS | 2000.00000 36000.00| |
FIELD OFFICE, B | | |
0056 703-06028 29.000 LBS | 10.00000 290.00| |
REINFORCING BARS | | |
0057 714-44240 7.000 CYS | 200.00000 1400.00| |
CONCRETE, A, STRUCTURES | | |
0058 715-05024 1062.000 LFT | 55.00000 58410.00| |
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 141 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : R -29931-A COUNTIES : LAPORTE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( ) |( )
|HRP CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 715-05149 5334.000 LFT | 25.00000 133350.00| |
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0060 715-05151 720.000 LFT | 27.00000 19440.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0061 715-05152 402.000 LFT | 33.00000 13266.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0062 715-05154 668.000 LFT | 39.00000 26052.00| |
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0063 715-05156 2209.000 LFT | 48.00000 106032.00| |
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0064 715-05159 710.000 LFT | 88.00000 62480.00| |
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
0065 715-05428 180.000 LFT | 125.00000 22500.00| |
PIPE, SLOTTED VANE DRAIN, 12 IN. | | |
0066 715-08306 26.300 TON | 126.45000 3325.64| |
HMA FOR STRUCTURE INSTALLATION, TYPE C | | |
0067 715-09064 4978.000 LFT | 1.20000 5973.60| |
VIDEO INSPECTION FOR PIPE | | |
0068 715-09550 11.000 LFT | 750.00000 8250.00| |
PIPE, SANITARY SEWER, 27 IN. | | |
0069 715-91738 3536.000 LFT | 52.00000 183872.00| |
WATER MAIN, DUCTILE IRON, 6 IN. | | |
0070 715-91739 419.000 LFT | 82.00000 34358.00| |
WATER MAIN, DUCTILE IRON, 8 IN. | | |
0071 715-93910 20.000 EACH | 900.00000 18000.00| |
WATER SERVICE LINE, ADJUST | | |
0072 720-08628 1.000 EACH | 3500.00000 3500.00| |
SLOTTED DRAIN PIPE CLEANOUT PORT, TYPE | | |
II | | |
0073 720-44000 44.000 EACH | 200.00000 8800.00| |
CASTING, ADJUST TO GRADE | | |
0074 720-44025 1.000 EACH | 450.00000 450.00| |
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0075 720-44296 1.000 EACH | 750.00000 750.00| |
CAP INLET | | |
0076 720-45030 7.000 EACH | 6100.00000 42700.00| |
INLET, E7 | | |
0077 720-45075 2.000 EACH | 7400.00000 14800.00| |
INLET, R13 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 141 -14
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : R -29931-A COUNTIES : LAPORTE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( ) |( )
|HRP CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0078 720-45205 1.000 EACH | 6600.00000 6600.00| |
CATCH BASIN, A2 | | |
0079 720-45375 53.000 EACH | 2900.00000 153700.00| |
PIPE CATCH BASIN, 24 IN., MODIFIED | | |
0080 720-45410 16.000 EACH | 8900.00000 142400.00| |
MANHOLE, C4 | | |
0081 720-90984 3.000 EACH | 9100.00000 27300.00| |
MANHOLE, C2 | | |
0082 720-94612 6.000 EACH | 13700.00000 82200.00| |
MANHOLE, K4 | | |
0083 720-95335 1.000 EACH | 14100.00000 14100.00| |
MANHOLE, M4 | | |
0084 720-95422 31.000 EACH | 11200.00000 347200.00| |
MANHOLE, J4 | | |
0085 720-96999 5.000 EACH | 4900.00000 24500.00| |
FIRE HYDRANT ASSEMBLY | | |
0086 720-98174 30.000 EACH | 6700.00000 201000.00| |
INLET, B15 | | |
0087 720-98555 33.000 EACH | 6700.00000 221100.00| |
INLET, C15 | | |
0088 720-99416 30.000 EACH | 6900.00000 207000.00| |
CATCH BASIN, B15 | | |
0089 720-99417 42.000 EACH | 6900.00000 289800.00| |
CATCH BASIN, C15 | | |
0090 732-02531 20.000 EACH | 1650.00000 33000.00| |
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON 6 IN. | | |
0091 732-02532 2.000 EACH | 2450.00000 4900.00| |
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON, 8 IN. | | |
0092 732-90578 3.000 EACH | 450.00000 1350.00| |
WATER METER, RELOCATE | | |
0093 801-04308 15.000 EACH | 299.00000 4485.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0094 801-06625 67.000 EACH | 71.00000 4757.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0095 801-06640 25.000 EACH | 130.00000 3250.00| |
CONSTRUCTION SIGN, A | | |
0096 801-06710 28.000 DAY | 11.00000 308.00| |
FLASHING ARROW SIGN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 141 -15
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : R -29931-A COUNTIES : LAPORTE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( ) |( )
|HRP CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 801-06775 LUMP | 197000.00000 197000.00| |
MAINTAINING TRAFFIC | | |
0098 801-07118 192.000 LFT | 18.00000 3456.00| |
BARRICADE, III-A | | |
0099 801-07119 144.000 LFT | 18.00000 2592.00| |
BARRICADE, III-B | | |
0100 802-05701 870.700 LFT | 14.80000 12886.36| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0101 802-07059 85.000 EACH | 36.00000 3060.00| |
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0102 802-07060 1.000 EACH | 120.00000 120.00| |
SIGN, SHEET, RELOCATE | | |
0103 802-76025 628.300 SFT | 15.00000 9424.50| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0104 802-76035 25.500 SFT | 17.00000 433.50| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0105 802-76045 90.000 SFT | 17.50000 1575.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0106 805-01815 4.000 EACH | 2300.00000 9200.00| |
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0107 805-01842 5.000 EACH | 642.00000 3210.00| |
HANDHOLE, SIGNAL | | |
0108 805-02152 8.000 EACH | 600.00000 4800.00| |
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0109 805-06592 1042.000 LFT | 12.50000 13025.00| |
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0110 805-78109 1.000 EACH | 9000.00000 9000.00| |
CONTROLLER AND CABINET, SECONDARY, MENU | | |
DRIVEN, 8 PHASE | | |
0111 805-78205 3.000 EACH | 820.00000 2460.00| |
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0112 805-78230 5.000 EACH | 1140.00000 5700.00| |
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 141 -16
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : R -29931-A COUNTIES : LAPORTE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( ) |( )
|HRP CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0113 805-78415 4.000 EACH | 1840.00000 7360.00| |
SPAN, CATENARY, AND TETHER | | |
0114 805-78420 4.000 EACH | 325.00000 1300.00| |
DISCONNECT HANGER | | |
0115 805-78467 39.000 LFT | 2.60000 101.40| |
SIGNAL CABLE, 3C 8GA. | | |
0116 805-78470 4780.000 LFT | 0.41000 1959.80| |
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0117 805-78485 827.000 LFT | 1.00000 827.00| |
SIGNAL CABLE, 5C 14GA. | | |
0118 805-78490 1787.000 LFT | 2.00000 3574.00| |
SIGNAL CABLE, 7C 14GA. | | |
0119 805-78510 1633.000 LFT | 1.10000 1796.30| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0120 805-78785 9.000 EACH | 540.00000 4860.00| |
SIGNAL DETECTOR HOUSING | | |
0121 805-78795 1460.000 LFT | 9.00000 13140.00| |
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0122 805-78925 1.000 EACH | 720.00000 720.00| |
CONTROLLER CABINET FOUNDATION, P1 | | |
0123 805-81032 4.000 EACH | 4400.00000 17600.00| |
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0124 805-92504 5.000 EACH | 194.00000 970.00| |
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0125 805-96121 8.000 EACH | 142.00000 1136.00| |
PEDESTRIAN PUSH BUTTON AND SIGN | | |
0126 808-06703 1122.000 LFT | 0.28000 314.16| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0127 808-06716 632.000 LFT | 1.04000 657.28| |
LINE, REMOVE | | |
0128 808-75240 460.000 LFT | 0.28000 128.80| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0129 808-75245 16171.000 LFT | 0.28000 4527.88| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0130 808-75297 592.000 LFT | 4.15000 2456.80| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 141 -17
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : R -29931-A COUNTIES : LAPORTE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( ) |( )
|HRP CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0131 808-75300 3112.700 LFT | 0.93000 2894.81| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0132 808-75320 16.000 EACH | 67.45000 1079.20| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0133 808-75325 16.000 EACH | 83.02000 1328.32| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0134 808-75350 2.000 EACH | 155.66000 311.32| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (SCHOOL) | | |
0135 808-75998 104.000 EACH | 29.65000 3083.60| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0136 808-98796 37.000 LFT | 10.38000 384.06| |
LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
SECTION TOTALS | $ 6,724,569.24| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 6,724,569.24| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 171 -1
VENDOR RANKING
CALL ORDER : 171 CONTRACT ID : B -29668-A COUNTIES : LAWRENCE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : 66
CONTRACT TIME : 06/30/10 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0400183
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1875662 CRIDER & CRIDER INC $ 3,691,320.05 100.0000%
2 35-1878024 RAGLE INC $ 3,949,128.94 106.9842%
3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 4,075,000.00 110.3941%
4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 4,118,284.39 111.5667%
5 35-1128289 BEATY CONSTRUCTION INC $ 4,123,228.67 111.7007%
6 35-1385672 FORCE CONSTRUCTION CO INC $ 4,219,426.61 114.3067%
7 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 4,249,796.13 115.1294%
8 35-1917625 MILESTONE CONTRACTORS LP $ 4,541,683.25 123.0368%
9 61-1013120 T & C CONTRACTING INC $ 4,623,889.40 125.2638%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 171 -2
TABULATION OF BIDS
ROUTE : HAMILTON BOULEVARD
CALL ORDER : 171 CONTRACT ID : B -29668-A COUNTIES : LAWRENCE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1878024 |( 3 ) 35-2040801
|CRIDER & CRIDER INC |RAGLE INC |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE CONSTRUCTION
| | |
0001 105-06845 LUMP | 29500.00000 29500.00| 25000.00000 25000.00| 50003.99000 50003.99
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0005 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 184000.00000 184000.00| 197000.00000 197000.00| 202000.00000 202000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 73566.00000 73566.00| 79000.00000 79000.00| 81000.00000 81000.00
CLEARING RIGHT OF WAY | | |
0012 202-01261 3.000 EACH | 1.00000 3.00| 50.00000 150.00| 0.01000 0.03
TESTING FOR ASBESTOS | | |
0013 202-03000 LUMP | 1.00000 1.00| 1.00000 1.00| 0.01000 0.01
HOUSES AND BUILDINGS, REMOVE PARCEL #8B | | |
0014 202-03000 LUMP | 2000.00000 2000.00| 1.00000 1.00| 0.01000 0.01
HOUSES AND BUILDINGS, REMOVE PARCEL #9 | | |
0015 202-03000 LUMP | 1.00000 1.00| 1.00000 1.00| 0.01000 0.01
HOUSES AND BUILDINGS, REMOVE PARCEL, #8 | | |
0017 203-02000 3940.000 CYS | 10.00000 39400.00| 14.50000 57130.00| 9.00000 35460.00
EXCAVATION, COMMON | | |
0018 203-02070 14425.000 CYS | 10.50000 151462.50| 8.00000 115400.00| 9.00000 129825.00
BORROW | | |
0019 205-03371 12.000 CYS | 30.00000 360.00| 6.00000 72.00| 11.50000 138.00
SEDIMENT, REMOVE | | |
0020 205-06931 41.000 TON | 42.00000 1722.00| 24.00000 984.00| 50.00000 2050.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0021 205-06936 59.000 TON | 30.00000 1770.00| 22.00000 1298.00| 48.00000 2832.00
TEMPORARY SEDIMENT TRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 171 -3
TABULATION OF BIDS
ROUTE : HAMILTON BOULEVARD
CALL ORDER : 171 CONTRACT ID : B -29668-A COUNTIES : LAWRENCE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1878024 |( 3 ) 35-2040801
|CRIDER & CRIDER INC |RAGLE INC |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0022 205-06937 2815.000 LFT | 2.00000 5630.00| 1.75000 4926.25| 1.45000 4081.75
TEMPORARY SILT FENCE | | |
0023 205-09543 100.000 TON | 18.00000 1800.00| 20.00000 2000.00| 28.00000 2800.00
NO 2 STONE | | |
0024 207-08264 5033.000 SYS | 1.50000 7549.50| 4.00000 20132.00| 3.00000 15099.00
SUBGRADE TREATMENT, TYPE II | | |
0025 211-09265 156.000 CYS | 29.00000 4524.00| 26.50000 4134.00| 55.00000 8580.00
STRUCTURE BACKFILL, TYPE 2 | | |
0026 216-06392 26544.000 CYS | 42.00000 1114848.00| 43.50000 1154664.00| 37.00000 982128.00
CELLULAR CONCRETE FILL, II | | |
0027 216-06394 2372.000 CYS | 47.00000 111484.00| 47.50000 112670.00| 42.25000 100217.00
CELLULAR CONCRETE FILL, IV | | |
0028 301-07448 5035.000 TON | 13.75000 69231.25| 15.00000 75525.00| 22.00000 110770.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0029 302-06464 1012.000 CYS | 34.25000 34661.00| 32.50000 32890.00| 42.00000 42504.00
SUBBASE FOR PCCP | | |
0033 406-05520 1.000 TON | 600.00000 600.00| 550.00000 550.00| 500.00000 500.00
ASPHALT FOR TACK COAT | | |
0034 501-06321 4411.000 SYS | 41.00000 180851.00| 36.00000 158796.00| 40.00000 176440.00
QC/QA-PCCP, 10 IN. | | |
0035 503-05240 2330.000 LFT | 9.00000 20970.00| 9.00000 20970.00| 10.00000 23300.00
D-1 CONTRACTION JOINT | | |
0036 503-05310 71.000 LFT | 140.00000 9940.00| 105.00000 7455.00| 150.00000 10650.00
TERMINAL JOINT | | |
0037 601-01522 4.000 EACH | 2000.00000 8000.00| 1970.00000 7880.00| 1970.00000 7880.00
GUARDRAIL TRANSITION TYPE TGB | | |
0038 601-94689 4.000 EACH | 2500.00000 10000.00| 2395.00000 9580.00| 2395.00000 9580.00
GUARDRAIL END TREATMENT, OS | | |
0039 601-99105 1244.000 LFT | 16.00000 19904.00| 14.88000 18510.72| 14.88000 18510.72
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0040 602-06729 18.000 EACH | 18.00000 324.00| 6.00000 108.00| 10.00000 180.00
BARRIER DELINEATOR | | |
0041 603-97461 2260.000 LFT | 5.00000 11300.00| 4.75000 10735.00| 4.75000 10735.00
TEMPORARY FENCE | | |
0042 609-06259 232.200 SYS | 80.00000 18576.00| 62.50000 14512.50| 100.00000 23220.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0043 615-06510 1.000 EACH | 530.00000 530.00| 495.00000 495.00| 495.00000 495.00
MONUMENT, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 171 -4
TABULATION OF BIDS
ROUTE : HAMILTON BOULEVARD
CALL ORDER : 171 CONTRACT ID : B -29668-A COUNTIES : LAWRENCE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1878024 |( 3 ) 35-2040801
|CRIDER & CRIDER INC |RAGLE INC |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0044 615-06515 1.000 EACH | 135.00000 135.00| 125.00000 125.00| 125.00000 125.00
MONUMENT, D | | |
0045 616-02320 8224.000 SYS | 2.00000 16448.00| 2.00000 16448.00| 3.50000 28784.00
GEOTEXTILES | | |
0046 616-06405 7031.000 TON | 22.00000 154682.00| 17.50000 123042.50| 25.00000 175775.00
RIPRAP, REVETMENT | | |
0047 621-01004 1.000 EACH | 650.00000 650.00| 600.00000 600.00| 600.00000 600.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0048 621-06545 2.000 TON | 595.00000 1190.00| 550.00000 1100.00| 550.00000 1100.00
FERTILIZER | | |
0049 621-06553 685.000 LBS | 3.25000 2226.25| 3.10000 2123.50| 3.10000 2123.50
SEED MIXTURE, R | | |
0050 621-06565 8.000 TON | 450.00000 3600.00| 420.00000 3360.00| 420.00000 3360.00
MULCHING MATERIAL | | |
0051 621-06567 3.000 kGAL | 5.25000 15.75| 5.00000 15.00| 5.00000 15.00
WATER | | |
0052 621-06575 604.000 SYS | 4.75000 2869.00| 5.00000 3020.00| 4.50000 2718.00
SODDING, NURSERY | | |
0053 622-52436 12.000 EACH | 34.50000 414.00| 32.00000 384.00| 32.00000 384.00
SIGN, DO NOT MOW OR SPRAY | | |
0054 622-98200 12.000 EACH | 34.50000 414.00| 32.00000 384.00| 32.00000 384.00
SIGN, DO NOT DISTURB | | |
0055 628-09402 15.000 MOS | 975.00000 14625.00| 1000.00000 15000.00| 1800.00000 27000.00
FIELD OFFICE, B | | |
0056 701-05561 930.000 LFT | 82.00000 76260.00| 125.00000 116250.00| 182.00000 169260.00
DRILLED SHAFT | | |
0057 701-05671 508.000 LFT | 130.00000 66040.00| 130.00000 66040.00| 125.00000 63500.00
PERMANENT CASING | | |
0058 701-05784 55.000 LFT | 270.00000 14850.00| 300.00000 16500.00| 250.00000 13750.00
TRIAL SHAFT HOLES | | |
0059 701-05785 930.000 LFT | 125.00000 116250.00| 135.00000 125550.00| 116.00000 107880.00
EXPLORATION (SHAFT EXCAVATION) | | |
0060 702-51005 299.800 CYS | 400.00000 119920.00| 750.00000 224850.00| 675.00000 202365.00
CONCRETE, A, SUBSTRUCTURE | | |
0061 702-51100 904.000 LBS | 3.00000 2712.00| 2.50000 2260.00| 3.25000 2938.00
DRAIN PIPE, CAST IRON, 6 IN. | | |
0062 702-51110 2576.000 LBS | 3.00000 7728.00| 1.45000 3735.20| 1.50000 3864.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 171 -5
TABULATION OF BIDS
ROUTE : HAMILTON BOULEVARD
CALL ORDER : 171 CONTRACT ID : B -29668-A COUNTIES : LAWRENCE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1878024 |( 3 ) 35-2040801
|CRIDER & CRIDER INC |RAGLE INC |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 703-06028 147453.000 LBS | 0.80000 117962.40| 0.70000 103217.10| 0.75000 110589.75
REINFORCING BARS | | |
0064 703-06029 187855.000 LBS | 0.85000 159676.75| 0.72000 135255.60| 0.85000 159676.75
REINFORCING BARS, EPOXY COATED | | |
0065 704-51002 383.400 CYS | 430.00000 164862.00| 475.00000 182115.00| 525.00000 201285.00
CONCRETE, C, SUPERSTRUCTURE | | |
0066 706-05732 4.000 EACH | 1600.00000 6400.00| 1250.00000 5000.00| 1250.00000 5000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0067 706-51020 65.000 CYS | 240.00000 15600.00| 350.00000 22750.00| 350.00000 22750.00
CONCRETE, C, RAILING | | |
0069 707-09316 1020.000 LFT | 200.00000 204000.00| 380.00000 387600.00| 368.00000 375360.00
STRUCTURALMEMBERS, CONCRETE BULB-T BEAM | | |
78 IN. X 48 IN. | | |
0070 709-51821 LUMP | 6200.00000 6200.00| 5600.00000 5600.00| 6173.76000 6173.76
SURFACE SEAL | | |
0071 714-93638 118.000 LFT | 295.00000 34810.00| 300.00000 35400.00| 445.00000 52510.00
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 5' X 4' | | |
0072 715-05048 1620.000 LFT | 2.33000 3774.60| 4.00000 6480.00| 4.00000 6480.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0073 715-05053 169.000 LFT | 10.20000 1723.80| 10.50000 1774.50| 17.50000 2957.50
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0074 718-06528 3.000 EACH | 525.00000 1575.00| 400.00000 1200.00| 925.00000 2775.00
OUTLET PROTECTOR, 1 | | |
0075 718-06531 5.000 EACH | 500.00000 2500.00| 400.00000 2000.00| 1200.00000 6000.00
OUTLET PROTECTOR, 3 | | |
0076 718-52610 152.000 CYS | 36.00000 5472.00| 25.00000 3800.00| 51.00000 7752.00
AGGREGATE FOR UNDERDRAINS | | |
0077 718-99153 2157.000 SYS | 1.00000 2157.00| 0.45000 970.65| 1.20000 2588.40
GEOTEXTILES FOR UNDERDRAIN | | |
0078 724-51925 154.000 LFT | 150.00000 23100.00| 120.00000 18480.00| 125.00000 19250.00
STRUCTURAL EXPANSION JOINT, SS | | |
0079 801-04308 1.000 EACH | 300.00000 300.00| 295.00000 295.00| 295.00000 295.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0080 801-06640 3.000 EACH | 145.00000 435.00| 135.00000 405.00| 135.00000 405.00
CONSTRUCTION SIGN, A | | |
0081 801-06645 2.000 EACH | 64.00000 128.00| 60.00000 120.00| 60.00000 120.00
CONSTRUCTION SIGN, B | | |
0082 801-06775 LUMP | 31135.00000 31135.00| 5000.00000 5000.00| 25000.00000 25000.00
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 171 -6
TABULATION OF BIDS
ROUTE : HAMILTON BOULEVARD
CALL ORDER : 171 CONTRACT ID : B -29668-A COUNTIES : LAWRENCE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1875662 |( 2 ) 35-1878024 |( 3 ) 35-2040801
|CRIDER & CRIDER INC |RAGLE INC |GOHMANN ASPHALT & CONSTR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 801-07118 48.000 LFT | 22.00000 1056.00| 20.85000 1000.80| 20.85000 1000.80
BARRICADE, III-A | | |
0084 802-05701 47.000 LFT | 12.00000 564.00| 10.96000 515.12| 10.96000 515.12
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0085 802-76025 24.000 SFT | 18.00000 432.00| 17.00000 408.00| 17.00000 408.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0086 802-76035 6.000 SFT | 21.50000 129.00| 19.90000 119.40| 19.90000 119.40
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0087 808-03631 4231.000 LFT | 0.75000 3173.25| 0.70000 2961.70| 0.50000 2115.50
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0088 808-03632 1742.000 LFT | 0.75000 1306.50| 0.70000 1219.40| 0.50000 871.00
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0089 808-04896 142.000 LFT | 0.75000 106.50| 0.70000 99.40| 0.50000 71.00
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
0090 808-75067 34.000 LFT | 22.00000 748.00| 20.00000 680.00| 20.00000 680.00
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
0091 808-75320 1.000 EACH | 81.00000 81.00| 75.00000 75.00| 75.00000 75.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0092 808-75325 1.000 EACH | 81.00000 81.00| 75.00000 75.00| 75.00000 75.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0093 205-06934 5.000 TON | 450.00000 2250.00| 420.00000 2100.00| 420.00000 2100.00
TEMPORARY MULCHING | | |
0094 402-07433 178.000 TON | 69.00000 12282.00| 68.80000 12246.40| 80.00000 14240.00
HMA SURFACE, TYPE B | | |
0095 402-07441 762.000 TON | 59.00000 44958.00| 58.10000 44272.20| 60.00000 45720.00
HMA BASE, TYPE B | | |
0096 501-06727 LUMP | 1050.00000 1050.00| 1500.00000 1500.00| 1500.00000 1500.00
CORING, PCCP | | |
0097 621-06557 300.000 LBS | 3.00000 900.00| 2.90000 870.00| 2.90000 870.00
SEED MIXTURE, T | | |
0098 707-05981 1224.000 SFT | 102.00000 124848.00| 90.00000 110160.00| 115.00000 140760.00
STRUCTURAL MEMBERS, CONCRETE, CB, 42 IN | | |
X 48 IN | | |
SECTION TOTALS | $ 3,691,320.05| $ 3,949,128.94| $ 4,075,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,691,320.05| $ 3,949,128.94| $ 4,075,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 171 -7
TABULATION OF BIDS
ROUTE : HAMILTON BOULEVARD
CALL ORDER : 171 CONTRACT ID : B -29668-A COUNTIES : LAWRENCE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 35-1128289 |( 6 ) 35-1385672
|AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE CONSTRUCTION
| | |
0001 105-06845 LUMP | 17500.00000 17500.00| 16500.00000 16500.00| 13000.00000 13000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0005 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 205914.21000 205914.21| 220600.00000 220600.00| 211000.00000 211000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 82365.68000 82365.68| 82000.00000 82000.00| 17000.00000 17000.00
CLEARING RIGHT OF WAY | | |
0012 202-01261 3.000 EACH | 1000.00000 3000.00| 1.00000 3.00| 1600.00000 4800.00
TESTING FOR ASBESTOS | | |
0013 202-03000 LUMP | 1.00000 1.00| 1.00000 1.00| 7500.00000 7500.00
HOUSES AND BUILDINGS, REMOVE PARCEL #8B | | |
0014 202-03000 LUMP | 1.00000 1.00| 1.00000 1.00| 7500.00000 7500.00
HOUSES AND BUILDINGS, REMOVE PARCEL #9 | | |
0015 202-03000 LUMP | 1.00000 1.00| 1.00000 1.00| 7500.00000 7500.00
HOUSES AND BUILDINGS, REMOVE PARCEL, #8 | | |
0017 203-02000 3940.000 CYS | 10.00000 39400.00| 6.90000 27186.00| 7.50000 29550.00
EXCAVATION, COMMON | | |
0018 203-02070 14425.000 CYS | 10.00000 144250.00| 14.25000 205556.25| 8.00000 115400.00
BORROW | | |
0019 205-03371 12.000 CYS | 40.00000 480.00| 30.00000 360.00| 27.72000 332.64
SEDIMENT, REMOVE | | |
0020 205-06931 41.000 TON | 40.00000 1640.00| 40.00000 1640.00| 55.73000 2284.93
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0021 205-06936 59.000 TON | 40.00000 2360.00| 70.00000 4130.00| 24.72000 1458.48
TEMPORARY SEDIMENT TRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 171 -8
TABULATION OF BIDS
ROUTE : HAMILTON BOULEVARD
CALL ORDER : 171 CONTRACT ID : B -29668-A COUNTIES : LAWRENCE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 35-1128289 |( 6 ) 35-1385672
|AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0022 205-06937 2815.000 LFT | 1.55000 4363.25| 1.35000 3800.25| 1.45000 4081.75
TEMPORARY SILT FENCE | | |
0023 205-09543 100.000 TON | 40.00000 4000.00| 45.00000 4500.00| 23.25000 2325.00
NO 2 STONE | | |
0024 207-08264 5033.000 SYS | 4.20000 21138.60| 1.00000 5033.00| 2.10000 10569.30
SUBGRADE TREATMENT, TYPE II | | |
0025 211-09265 156.000 CYS | 40.00000 6240.00| 30.00000 4680.00| 36.81000 5742.36
STRUCTURE BACKFILL, TYPE 2 | | |
0026 216-06392 26544.000 CYS | 45.00000 1194480.00| 44.00000 1167936.00| 45.29000 1202177.76
CELLULAR CONCRETE FILL, II | | |
0027 216-06394 2372.000 CYS | 50.00000 118600.00| 62.25000 147657.00| 58.75000 139355.00
CELLULAR CONCRETE FILL, IV | | |
0028 301-07448 5035.000 TON | 18.00000 90630.00| 15.25000 76783.75| 13.54000 68173.90
COMPACTED AGGREGATE, NO. 53, BASE | | |
0029 302-06464 1012.000 CYS | 35.00000 35420.00| 38.50000 38962.00| 33.48000 33881.76
SUBBASE FOR PCCP | | |
0033 406-05520 1.000 TON | 550.00000 550.00| 565.00000 565.00| 500.00000 500.00
ASPHALT FOR TACK COAT | | |
0034 501-06321 4411.000 SYS | 40.00000 176440.00| 43.00000 189673.00| 39.37000 173661.07
QC/QA-PCCP, 10 IN. | | |
0035 503-05240 2330.000 LFT | 10.00000 23300.00| 10.00000 23300.00| 8.00000 18640.00
D-1 CONTRACTION JOINT | | |
0036 503-05310 71.000 LFT | 150.00000 10650.00| 220.00000 15620.00| 121.49000 8625.79
TERMINAL JOINT | | |
0037 601-01522 4.000 EACH | 1820.00000 7280.00| 2235.00000 8940.00| 1970.00000 7880.00
GUARDRAIL TRANSITION TYPE TGB | | |
0038 601-94689 4.000 EACH | 2248.00000 8992.00| 2575.00000 10300.00| 2395.00000 9580.00
GUARDRAIL END TREATMENT, OS | | |
0039 601-99105 1244.000 LFT | 16.00000 19904.00| 15.90000 19779.60| 14.88000 18510.72
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0040 602-06729 18.000 EACH | 12.00000 216.00| 8.00000 144.00| 7.03000 126.54
BARRIER DELINEATOR | | |
0041 603-97461 2260.000 LFT | 5.00000 11300.00| 4.40000 9944.00| 4.75000 10735.00
TEMPORARY FENCE | | |
0042 609-06259 232.200 SYS | 75.00000 17415.00| 87.00000 20201.40| 65.46000 15199.81
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0043 615-06510 1.000 EACH | 470.00000 470.00| 485.00000 485.00| 495.00000 495.00
MONUMENT, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 171 -9
TABULATION OF BIDS
ROUTE : HAMILTON BOULEVARD
CALL ORDER : 171 CONTRACT ID : B -29668-A COUNTIES : LAWRENCE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 35-1128289 |( 6 ) 35-1385672
|AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0044 615-06515 1.000 EACH | 95.00000 95.00| 245.00000 245.00| 125.00000 125.00
MONUMENT, D | | |
0045 616-02320 8224.000 SYS | 2.00000 16448.00| 1.70000 13980.80| 1.77000 14556.48
GEOTEXTILES | | |
0046 616-06405 7031.000 TON | 20.00000 140620.00| 18.00000 126558.00| 21.07000 148143.17
RIPRAP, REVETMENT | | |
0047 621-01004 1.000 EACH | 700.00000 700.00| 350.00000 350.00| 600.00000 600.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0048 621-06545 2.000 TON | 715.00000 1430.00| 1025.00000 2050.00| 550.00000 1100.00
FERTILIZER | | |
0049 621-06553 685.000 LBS | 3.87000 2650.95| 2.55000 1746.75| 3.10000 2123.50
SEED MIXTURE, R | | |
0050 621-06565 8.000 TON | 545.00000 4360.00| 365.00000 2920.00| 420.00000 3360.00
MULCHING MATERIAL | | |
0051 621-06567 3.000 kGAL | 1.00000 3.00| 1.00000 3.00| 5.00000 15.00
WATER | | |
0052 621-06575 604.000 SYS | 6.55000 3956.20| 4.40000 2657.60| 4.50000 2718.00
SODDING, NURSERY | | |
0053 622-52436 12.000 EACH | 37.00000 444.00| 26.25000 315.00| 22.00000 264.00
SIGN, DO NOT MOW OR SPRAY | | |
0054 622-98200 12.000 EACH | 37.00000 444.00| 26.25000 315.00| 22.00000 264.00
SIGN, DO NOT DISTURB | | |
0055 628-09402 15.000 MOS | 2500.00000 37500.00| 2250.00000 33750.00| 1499.16000 22487.40
FIELD OFFICE, B | | |
0056 701-05561 930.000 LFT | 100.00000 93000.00| 145.50000 135315.00| 194.93000 181284.90
DRILLED SHAFT | | |
0057 701-05671 508.000 LFT | 125.00000 63500.00| 125.00000 63500.00| 241.38000 122621.04
PERMANENT CASING | | |
0058 701-05784 55.000 LFT | 275.00000 15125.00| 265.00000 14575.00| 464.99000 25574.45
TRIAL SHAFT HOLES | | |
0059 701-05785 930.000 LFT | 116.00000 107880.00| 125.00000 116250.00| 189.63000 176355.90
EXPLORATION (SHAFT EXCAVATION) | | |
0060 702-51005 299.800 CYS | 550.00000 164890.00| 685.00000 205363.00| 501.59000 150376.68
CONCRETE, A, SUBSTRUCTURE | | |
0061 702-51100 904.000 LBS | 3.00000 2712.00| 3.25000 2938.00| 4.54000 4104.16
DRAIN PIPE, CAST IRON, 6 IN. | | |
0062 702-51110 2576.000 LBS | 2.00000 5152.00| 3.65000 9402.40| 21.37000 55049.12
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 171 -10
TABULATION OF BIDS
ROUTE : HAMILTON BOULEVARD
CALL ORDER : 171 CONTRACT ID : B -29668-A COUNTIES : LAWRENCE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 35-1128289 |( 6 ) 35-1385672
|AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 703-06028 147453.000 LBS | 0.85000 125335.05| 0.80000 117962.40| 0.85000 125335.05
REINFORCING BARS | | |
0064 703-06029 187855.000 LBS | 0.95000 178462.25| 0.86000 161555.30| 0.94000 176583.70
REINFORCING BARS, EPOXY COATED | | |
0065 704-51002 383.400 CYS | 525.00000 201285.00| 500.00000 191700.00| 537.38000 206031.49
CONCRETE, C, SUPERSTRUCTURE | | |
0066 706-05732 4.000 EACH | 1600.00000 6400.00| 2100.00000 8400.00| 1250.00000 5000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0067 706-51020 65.000 CYS | 550.00000 35750.00| 415.00000 26975.00| 425.00000 27625.00
CONCRETE, C, RAILING | | |
0069 707-09316 1020.000 LFT | 365.00000 372300.00| 309.50000 315690.00| 330.29000 336895.80
STRUCTURALMEMBERS, CONCRETE BULB-T BEAM | | |
78 IN. X 48 IN. | | |
0070 709-51821 LUMP | 6174.00000 6174.00| 6610.08000 6610.08| 6673.76000 6673.76
SURFACE SEAL | | |
0071 714-93638 118.000 LFT | 400.00000 47200.00| 285.00000 33630.00| 342.97000 40470.46
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 5' X 4' | | |
0072 715-05048 1620.000 LFT | 5.00000 8100.00| 2.70000 4374.00| 5.51000 8926.20
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0073 715-05053 169.000 LFT | 15.00000 2535.00| 10.00000 1690.00| 31.70000 5357.30
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0074 718-06528 3.000 EACH | 650.00000 1950.00| 575.00000 1725.00| 839.16000 2517.48
OUTLET PROTECTOR, 1 | | |
0075 718-06531 5.000 EACH | 750.00000 3750.00| 385.00000 1925.00| 637.93000 3189.65
OUTLET PROTECTOR, 3 | | |
0076 718-52610 152.000 CYS | 60.00000 9120.00| 38.25000 5814.00| 38.29000 5820.08
AGGREGATE FOR UNDERDRAINS | | |
0077 718-99153 2157.000 SYS | 1.50000 3235.50| 1.10000 2372.70| 1.49000 3213.93
GEOTEXTILES FOR UNDERDRAIN | | |
0078 724-51925 154.000 LFT | 150.00000 23100.00| 190.00000 29260.00| 98.92000 15233.68
STRUCTURAL EXPANSION JOINT, SS | | |
0079 801-04308 1.000 EACH | 350.00000 350.00| 380.00000 380.00| 295.00000 295.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0080 801-06640 3.000 EACH | 245.00000 735.00| 265.00000 795.00| 135.00000 405.00
CONSTRUCTION SIGN, A | | |
0081 801-06645 2.000 EACH | 65.00000 130.00| 70.00000 140.00| 60.00000 120.00
CONSTRUCTION SIGN, B | | |
0082 801-06775 LUMP | 8000.00000 8000.00| 29121.39000 29121.39| 7156.00000 7156.00
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 171 -11
TABULATION OF BIDS
ROUTE : HAMILTON BOULEVARD
CALL ORDER : 171 CONTRACT ID : B -29668-A COUNTIES : LAWRENCE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 35-1128289 |( 6 ) 35-1385672
|AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION INC |FORCE CONSTRUCTION CO INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 801-07118 48.000 LFT | 12.00000 576.00| 13.00000 624.00| 20.85000 1000.80
BARRICADE, III-A | | |
0084 802-05701 47.000 LFT | 29.00000 1363.00| 14.00000 658.00| 10.96000 515.12
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0085 802-76025 24.000 SFT | 30.00000 720.00| 21.50000 516.00| 17.00000 408.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0086 802-76035 6.000 SFT | 42.00000 252.00| 22.00000 132.00| 19.90000 119.40
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0087 808-03631 4231.000 LFT | 0.38000 1607.78| 0.40000 1692.40| 0.50000 2115.50
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0088 808-03632 1742.000 LFT | 0.38000 661.96| 0.40000 696.80| 0.50000 871.00
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0089 808-04896 142.000 LFT | 0.38000 53.96| 0.40000 56.80| 0.50000 71.00
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
0090 808-75067 34.000 LFT | 20.00000 680.00| 21.25000 722.50| 20.00000 680.00
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
0091 808-75320 1.000 EACH | 125.00000 125.00| 135.00000 135.00| 75.00000 75.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0092 808-75325 1.000 EACH | 125.00000 125.00| 135.00000 135.00| 75.00000 75.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0093 205-06934 5.000 TON | 375.00000 1875.00| 375.00000 1875.00| 420.00000 2100.00
TEMPORARY MULCHING | | |
0094 402-07433 178.000 TON | 81.00000 14418.00| 69.25000 12326.50| 77.00000 13706.00
HMA SURFACE, TYPE B | | |
0095 402-07441 762.000 TON | 61.00000 46482.00| 62.50000 47625.00| 55.50000 42291.00
HMA BASE, TYPE B | | |
0096 501-06727 LUMP | 1500.00000 1500.00| 3000.00000 3000.00| 2500.00000 2500.00
CORING, PCCP | | |
0097 621-06557 300.000 LBS | 2.25000 675.00| 2.15000 645.00| 2.90000 870.00
SEED MIXTURE, T | | |
0098 707-05981 1224.000 SFT | 85.00000 104040.00| 60.25000 73746.00| 95.15000 116463.60
STRUCTURAL MEMBERS, CONCRETE, CB, 42 IN | | |
X 48 IN | | |
SECTION TOTALS | $ 4,118,284.39| $ 4,123,228.67| $ 4,219,426.61
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,118,284.39| $ 4,123,228.67| $ 4,219,426.61
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 171 -12
TABULATION OF BIDS
ROUTE : HAMILTON BOULEVARD
CALL ORDER : 171 CONTRACT ID : B -29668-A COUNTIES : LAWRENCE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 05-0558668 |( 8 ) 35-1917625 |( 9 ) 61-1013120
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS LP |T & C CONTRACTING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW BRIDGE CONSTRUCTION
| | |
0001 105-06845 LUMP | 29482.65000 29482.65| 16000.00000 16000.00| 15000.00000 15000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0005 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 196010.00000 196010.00| 225000.00000 225000.00| 230000.00000 230000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 85340.00000 85340.00| 71000.00000 71000.00| 23000.00000 23000.00
CLEARING RIGHT OF WAY | | |
0012 202-01261 3.000 EACH | 1600.00000 4800.00| 450.00000 1350.00| 1600.00000 4800.00
TESTING FOR ASBESTOS | | |
0013 202-03000 LUMP | 0.00001 0.00| 10000.00000 10000.00| 1.00000 1.00
HOUSES AND BUILDINGS, REMOVE PARCEL #8B | | |
0014 202-03000 LUMP | 0.00001 0.00| 10000.00000 10000.00| 1.00000 1.00
HOUSES AND BUILDINGS, REMOVE PARCEL #9 | | |
0015 202-03000 LUMP | 0.00001 0.00| 10000.00000 10000.00| 1.00000 1.00
HOUSES AND BUILDINGS, REMOVE PARCEL, #8 | | |
0017 203-02000 3940.000 CYS | 9.53000 37548.20| 8.00000 31520.00| 7.25000 28565.00
EXCAVATION, COMMON | | |
0018 203-02070 14425.000 CYS | 8.97000 129392.25| 8.00000 115400.00| 13.25000 191131.25
BORROW | | |
0019 205-03371 12.000 CYS | 17.92000 215.04| 12.00000 144.00| 26.00000 312.00
SEDIMENT, REMOVE | | |
0020 205-06931 41.000 TON | 82.41000 3378.81| 30.00000 1230.00| 48.50000 1988.50
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0021 205-06936 59.000 TON | 134.08000 7910.72| 30.00000 1770.00| 48.50000 2861.50
TEMPORARY SEDIMENT TRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 171 -13
TABULATION OF BIDS
ROUTE : HAMILTON BOULEVARD
CALL ORDER : 171 CONTRACT ID : B -29668-A COUNTIES : LAWRENCE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 05-0558668 |( 8 ) 35-1917625 |( 9 ) 61-1013120
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS LP |T & C CONTRACTING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0022 205-06937 2815.000 LFT | 3.57000 10049.55| 1.50000 4222.50| 1.45000 4081.75
TEMPORARY SILT FENCE | | |
0023 205-09543 100.000 TON | 75.50000 7550.00| 25.00000 2500.00| 97.50000 9750.00
NO 2 STONE | | |
0024 207-08264 5033.000 SYS | 6.20000 31204.60| 4.00000 20132.00| 5.00000 25165.00
SUBGRADE TREATMENT, TYPE II | | |
0025 211-09265 156.000 CYS | 20.65000 3221.40| 16.00000 2496.00| 80.50000 12558.00
STRUCTURE BACKFILL, TYPE 2 | | |
0026 216-06392 26544.000 CYS | 39.15000 1039197.60| 46.00000 1221024.00| 48.00000 1274112.00
CELLULAR CONCRETE FILL, II | | |
0027 216-06394 2372.000 CYS | 44.94000 106597.68| 48.00000 113856.00| 59.00000 139948.00
CELLULAR CONCRETE FILL, IV | | |
0028 301-07448 5035.000 TON | 21.60000 108756.00| 13.00000 65455.00| 13.75000 69231.25
COMPACTED AGGREGATE, NO. 53, BASE | | |
0029 302-06464 1012.000 CYS | 40.70000 41188.40| 25.00000 25300.00| 38.25000 38709.00
SUBBASE FOR PCCP | | |
0033 406-05520 1.000 TON | 524.50000 524.50| 550.00000 550.00| 550.00000 550.00
ASPHALT FOR TACK COAT | | |
0034 501-06321 4411.000 SYS | 37.76000 166559.36| 41.00000 180851.00| 38.25000 168720.75
QC/QA-PCCP, 10 IN. | | |
0035 503-05240 2330.000 LFT | 9.44000 21995.20| 8.50000 19805.00| 9.50000 22135.00
D-1 CONTRACTION JOINT | | |
0036 503-05310 71.000 LFT | 159.05000 11292.55| 180.00000 12780.00| 20.00000 1420.00
TERMINAL JOINT | | |
0037 601-01522 4.000 EACH | 2066.53000 8266.12| 1950.00000 7800.00| 1970.00000 7880.00
GUARDRAIL TRANSITION TYPE TGB | | |
0038 601-94689 4.000 EACH | 2512.36000 10049.44| 2400.00000 9600.00| 2395.00000 9580.00
GUARDRAIL END TREATMENT, OS | | |
0039 601-99105 1244.000 LFT | 15.61000 19418.84| 15.00000 18660.00| 14.88000 18510.72
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0040 602-06729 18.000 EACH | 15.74000 283.32| 13.00000 234.00| 50.00000 900.00
BARRIER DELINEATOR | | |
0041 603-97461 2260.000 LFT | 4.99000 11277.40| 5.00000 11300.00| 4.75000 10735.00
TEMPORARY FENCE | | |
0042 609-06259 232.200 SYS | 104.59000 24285.80| 100.00000 23220.00| 110.00000 25542.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0043 615-06510 1.000 EACH | 519.26000 519.26| 500.00000 500.00| 495.00000 495.00
MONUMENT, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 171 -14
TABULATION OF BIDS
ROUTE : HAMILTON BOULEVARD
CALL ORDER : 171 CONTRACT ID : B -29668-A COUNTIES : LAWRENCE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 05-0558668 |( 8 ) 35-1917625 |( 9 ) 61-1013120
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS LP |T & C CONTRACTING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0044 615-06515 1.000 EACH | 131.12000 131.12| 125.00000 125.00| 125.00000 125.00
MONUMENT, D | | |
0045 616-02320 8224.000 SYS | 2.16000 17763.84| 1.50000 12336.00| 2.40000 19737.60
GEOTEXTILES | | |
0046 616-06405 7031.000 TON | 21.85000 153627.35| 15.00000 105465.00| 29.75000 209172.25
RIPRAP, REVETMENT | | |
0047 621-01004 1.000 EACH | 629.40000 629.40| 600.00000 600.00| 600.00000 600.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0048 621-06545 2.000 TON | 576.95000 1153.90| 555.00000 1110.00| 550.00000 1100.00
FERTILIZER | | |
0049 621-06553 685.000 LBS | 12.83000 8788.55| 3.10000 2123.50| 3.10000 2123.50
SEED MIXTURE, R | | |
0050 621-06565 8.000 TON | 440.58000 3524.64| 420.00000 3360.00| 420.00000 3360.00
MULCHING MATERIAL | | |
0051 621-06567 3.000 kGAL | 5.24000 15.72| 5.00000 15.00| 5.00000 15.00
WATER | | |
0052 621-06575 604.000 SYS | 7.68000 4638.72| 4.50000 2718.00| 4.50000 2718.00
SODDING, NURSERY | | |
0053 622-52436 12.000 EACH | 33.57000 402.84| 32.00000 384.00| 32.00000 384.00
SIGN, DO NOT MOW OR SPRAY | | |
0054 622-98200 12.000 EACH | 33.57000 402.84| 32.00000 384.00| 32.00000 384.00
SIGN, DO NOT DISTURB | | |
0055 628-09402 15.000 MOS | 1551.00000 23265.00| 2100.00000 31500.00| 2100.00000 31500.00
FIELD OFFICE, B | | |
0056 701-05561 930.000 LFT | 138.18000 128507.40| 170.00000 158100.00| 55.75000 51847.50
DRILLED SHAFT | | |
0057 701-05671 508.000 LFT | 139.68000 70957.44| 220.00000 111760.00| 100.25000 50927.00
PERMANENT CASING | | |
0058 701-05784 55.000 LFT | 295.10000 16230.50| 250.00000 13750.00| 835.00000 45925.00
TRIAL SHAFT HOLES | | |
0059 701-05785 930.000 LFT | 133.68000 124322.40| 175.00000 162750.00| 473.00000 439890.00
EXPLORATION (SHAFT EXCAVATION) | | |
0060 702-51005 299.800 CYS | 1108.71000 332391.26| 1000.00000 299800.00| 520.00000 155896.00
CONCRETE, A, SUBSTRUCTURE | | |
0061 702-51100 904.000 LBS | 4.64000 4194.56| 4.00000 3616.00| 9.00000 8136.00
DRAIN PIPE, CAST IRON, 6 IN. | | |
0062 702-51110 2576.000 LBS | 3.35000 8629.60| 1.60000 4121.60| 5.00000 12880.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 171 -15
TABULATION OF BIDS
ROUTE : HAMILTON BOULEVARD
CALL ORDER : 171 CONTRACT ID : B -29668-A COUNTIES : LAWRENCE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 05-0558668 |( 8 ) 35-1917625 |( 9 ) 61-1013120
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS LP |T & C CONTRACTING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 703-06028 147453.000 LBS | 0.88000 129758.64| 0.80000 117962.40| 0.95000 140080.35
REINFORCING BARS | | |
0064 703-06029 187855.000 LBS | 0.87000 163433.85| 0.85000 159676.75| 1.05000 197247.75
REINFORCING BARS, EPOXY COATED | | |
0065 704-51002 383.400 CYS | 855.63000 328048.54| 1000.00000 383400.00| 595.00000 228123.00
CONCRETE, C, SUPERSTRUCTURE | | |
0066 706-05732 4.000 EACH | 1311.25000 5245.00| 1350.00000 5400.00| 1250.00000 5000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0067 706-51020 65.000 CYS | 367.15000 23864.75| 300.00000 19500.00| 355.00000 23075.00
CONCRETE, C, RAILING | | |
0069 707-09316 1020.000 LFT | 284.30000 289986.00| 345.00000 351900.00| 350.00000 357000.00
STRUCTURALMEMBERS, CONCRETE BULB-T BEAM | | |
78 IN. X 48 IN. | | |
0070 709-51821 LUMP | 7000.77000 7000.77| 6200.00000 6200.00| 6173.76000 6173.76
SURFACE SEAL | | |
0071 714-93638 118.000 LFT | 295.36000 34852.48| 75.00000 8850.00| 330.00000 38940.00
CULVERT, PRECAST, REINFORCED CONCRETE | | |
BOX, 5' X 4' | | |
0072 715-05048 1620.000 LFT | 4.09000 6625.80| 3.90000 6318.00| 4.50000 7290.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0073 715-05053 169.000 LFT | 20.72000 3501.68| 20.00000 3380.00| 11.90000 2011.10
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0074 718-06528 3.000 EACH | 729.06000 2187.18| 700.00000 2100.00| 737.00000 2211.00
OUTLET PROTECTOR, 1 | | |
0075 718-06531 5.000 EACH | 608.42000 3042.10| 600.00000 3000.00| 737.00000 3685.00
OUTLET PROTECTOR, 3 | | |
0076 718-52610 152.000 CYS | 43.22000 6569.44| 42.00000 6384.00| 32.00000 4864.00
AGGREGATE FOR UNDERDRAINS | | |
0077 718-99153 2157.000 SYS | 1.99000 4292.43| 2.00000 4314.00| 2.00000 4314.00
GEOTEXTILES FOR UNDERDRAIN | | |
0078 724-51925 154.000 LFT | 230.72000 35530.88| 240.00000 36960.00| 100.00000 15400.00
STRUCTURAL EXPANSION JOINT, SS | | |
0079 801-04308 1.000 EACH | 309.46000 309.46| 300.00000 300.00| 295.00000 295.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0080 801-06640 3.000 EACH | 141.62000 424.86| 140.00000 420.00| 135.00000 405.00
CONSTRUCTION SIGN, A | | |
0081 801-06645 2.000 EACH | 62.94000 125.88| 60.00000 120.00| 60.00000 120.00
CONSTRUCTION SIGN, B | | |
0082 801-06775 LUMP | 7191.12000 7191.12| 3000.00000 3000.00| 4240.45000 4240.45
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 171 -16
TABULATION OF BIDS
ROUTE : HAMILTON BOULEVARD
CALL ORDER : 171 CONTRACT ID : B -29668-A COUNTIES : LAWRENCE
LETTING DATE : 06/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 05-0558668 |( 8 ) 35-1917625 |( 9 ) 61-1013120
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS LP |T & C CONTRACTING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0083 801-07118 48.000 LFT | 21.87000 1049.76| 21.00000 1008.00| 20.85000 1000.80
BARRICADE, III-A | | |
0084 802-05701 47.000 LFT | 11.50000 540.50| 11.00000 517.00| 10.96000 515.12
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0085 802-76025 24.000 SFT | 17.83000 427.92| 17.00000 408.00| 17.00000 408.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0086 802-76035 6.000 SFT | 20.88000 125.28| 20.00000 120.00| 19.90000 119.40
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0087 808-03631 4231.000 LFT | 0.52000 2200.12| 0.50000 2115.50| 0.70000 2961.70
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0088 808-03632 1742.000 LFT | 0.52000 905.84| 0.50000 871.00| 0.70000 1219.40
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0089 808-04896 142.000 LFT | 0.52000 73.84| 0.50000 71.00| 0.70000 99.40
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
0090 808-75067 34.000 LFT | 20.98000 713.32| 20.00000 680.00| 20.00000 680.00
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
0091 808-75320 1.000 EACH | 78.68000 78.68| 400.00000 400.00| 75.00000 75.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0092 808-75325 1.000 EACH | 78.68000 78.68| 450.00000 450.00| 75.00000 75.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0093 205-06934 5.000 TON | 771.98000 3859.90| 420.00000 2100.00| 420.00000 2100.00
TEMPORARY MULCHING | | |
0094 402-07433 178.000 TON | 80.77000 14377.06| 81.00000 14418.00| 68.80000 12246.40
HMA SURFACE, TYPE B | | |
0095 402-07441 762.000 TON | 78.99000 60190.38| 61.00000 46482.00| 58.10000 44272.20
HMA BASE, TYPE B | | |
0096 501-06727 LUMP | 1573.50000 1573.50| 1050.00000 1050.00| 1600.00000 1600.00
CORING, PCCP | | |
0097 621-06557 300.000 LBS | 13.94000 4182.00| 3.00000 900.00| 2.90000 870.00
SEED MIXTURE, T | | |
0098 707-05981 1224.000 SFT | 74.78000 91530.72| 166.00000 203184.00| 115.00000 140760.00
STRUCTURAL MEMBERS, CONCRETE, CB, 42 IN | | |
X 48 IN | | |
SECTION TOTALS | $ 4,249,796.13| $ 4,541,683.25| $ 4,623,889.40
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,249,796.13| $ 4,541,683.25| $ 4,623,889.40
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 181 -1
VENDOR RANKING
CALL ORDER : 181 CONTRACT ID : B -31480-A COUNTIES : VERMILLION
LETTING DATE : 06/10/09 10:00 AM DISTRICT : 61
CONTRACT TIME : 09/15/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0800832
0800833
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 90-0177865 HIS CONSTRUCTORS LLC $ 816,587.72 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 181 -2
TABULATION OF BIDS
ROUTE : 74
CALL ORDER : 181 CONTRACT ID : B -31480-A COUNTIES : VERMILLION
LETTING DATE : 06/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( ) |( )
|HIS CONSTRUCTORS LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE MAINTENANCE
| | |
0001 105-08520 1.000 EACH | 165.00000 165.00| |
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 5.000 MOS | 80.00000 400.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0006 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0007 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0008 110-01001 LUMP | 23041.12000 23041.12| |
MOBILIZATION AND DEMOBILIZATION | | |
0009 203-02000 262.000 CYS | 48.00000 12576.00| |
EXCAVATION, COMMON | | |
0010 304-07492 518.000 TON | 50.00000 25900.00| |
WIDENING WITH HMA, TYPE A | | |
0011 619-09429 23966.000 SFT | 7.40000 177348.40| |
CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | |
QP-2 , STR NO 1 | | |
0012 619-09429 23966.000 SFT | 7.40000 177348.40| |
CLEAN STEEL BRIDGE, PARTIAL, TYPE 1, | | |
QP-2 , STR NO 2 | | |
0013 619-09437 23966.000 SFT | 1.50000 35949.00| |
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | |
STR NO 1 | | |
0014 619-09437 23966.000 SFT | 1.50000 35949.00| |
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 , | | |
STR NO 2 | | |
0015 628-09402 5.000 MOS | 2100.00000 10500.00| |
FIELD OFFICE, B | | |
0016 711-51035 2117.000 LBS | 82.00000 173594.00| |
STRUCTURAL STEEL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/24/09
PAGE : 181 -3
TABULATION OF BIDS
ROUTE : 74
CALL ORDER : 181 CONTRACT ID : B -31480-A COUNTIES : VERMILLION
LETTING DATE : 06/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( ) |( )
|HIS CONSTRUCTORS LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 711-51864 641.000 EACH | 60.00000 38460.00| |
DRILLED HOLE | | |
0018 711-51866 160.000 EACH | 90.00000 14400.00| |
RIVET, REMOVE | | |
0019 711-96479 96.000 EACH | 75.00000 7200.00| |
BOLT, REMOVE | | |
0020 801-01093 9.000 EACH | 310.00000 2790.00| |
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0021 801-03290 5.000 EACH | 135.00000 675.00| |
CONSTRUCTION SIGN, C | | |
0022 801-06207 22400.000 LFT | 0.95000 21280.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0023 801-06640 41.000 EACH | 95.00000 3895.00| |
CONSTRUCTION SIGN, A | | |
0024 801-06710 120.000 DAY | 11.00000 1320.00| |
FLASHING ARROW SIGN | | |
0025 801-06775 LUMP | 17750.00000 17750.00| |
MAINTAINING TRAFFIC | | |
0026 801-08507 2616.000 LFT | 10.00000 26160.00| |
TEMPORARY TRAFFIC BARRIER, TYPE 1, | | |
ANCHORED | | |
0027 801-09133 2.000 EACH | 1800.00000 3600.00| |
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0028 808-06711 1300.000 LFT | 0.12000 156.00| |
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0029 808-06713 3340.000 LFT | 0.26000 868.40| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0030 808-06714 3340.000 LFT | 0.26000 868.40| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0031 808-06716 7980.000 LFT | 0.55000 4389.00| |
LINE, REMOVE | | |
SECTION TOTALS | $ 816,587.72| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 816,587.72| $ 0.00| $
====================================================================================================================================