INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 250 -1
VENDOR RANKING
CALL ORDER : 250 CONTRACT ID : R -30208-A COUNTIES : FRANKLIN
LETTING DATE : 07/09/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 11/19/10
LOCATION : ON WEWE HILL ROAD (OLD SR 1), 1.6 MILES NORTH OF JUNCTION PROJECT(S) : 0710848
OF SR 1 AND SAINT PETERS ROAD
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0844079 PAUL H ROHE COMPANY $ 360,283.75 100.0000%
2 38-3806996 HIS CONSTRUCTORS INC $ 385,934.60 107.1196%
3 35-1357381 DAVE OMARA CONTRACTOR INC $ 388,719.60 107.8926%
4 35-1636776 LINKEL COMPANY $ 438,741.00 121.7765%
5 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 493,670.07 137.0226%
6 35-1872590 BRACKNEY INC $ 499,340.00 138.5963%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 250 -2
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : R -30208-A COUNTIES : FRANKLIN
LETTING DATE : 07/09/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 38-3806996 |( 3 ) 35-1357381
|PAUL H ROHE COMPANY |HIS CONSTRUCTORS INC |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 2900.00000 2900.00| 2800.00000 2800.00| 6900.00000 6900.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 100.00000 100.00| 175.00000 175.00| 300.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 85.00000 510.00| 75.00000 450.00| 100.00000 600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 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 | 25500.00000 25500.00| 19250.00000 19250.00| 19400.00000 19400.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 29320.00000 29320.00| 3800.00000 3800.00| 3800.00000 3800.00
CLEARING RIGHT OF WAY | | |
0012 203-02020 75.000 CYS | 85.00000 6375.00| 55.00000 4125.00| 98.00000 7350.00
EXCAVATION, UNCLASSIFIED | | |
0013 205-06937 625.000 LFT | 3.00000 1875.00| 3.25000 2031.25| 4.00000 2500.00
TEMPORARY SILT FENCE | | |
0014 211-09264 1242.000 CYS | 40.00000 49680.00| 77.00000 95634.00| 39.00000 48438.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0015 211-09267 170.000 CYS | 70.00000 11900.00| 100.00000 17000.00| 150.00000 25500.00
STRUCTURAL BACKFILL, TYPE 4 | | |
0016 303-01180 18.000 TON | 50.00000 900.00| 160.00000 2880.00| 65.00000 1170.00
COMPACTED AGGREGATE, NO. 53 | | |
0017 303-07449 21.700 TON | 52.00000 1128.40| 85.00000 1844.50| 48.00000 1041.60
COMPACTED AGGREGATE, NO. 73 | | |
0018 306-08034 440.000 SYS | 8.50000 3740.00| 10.00000 4400.00| 10.00000 4400.00
MILLING, ASPHALT, 1 1/2 IN | | |
0019 402-07433 37.000 TON | 80.00000 2960.00| 205.00000 7585.00| 250.00000 9250.00
HMA SURFACE, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 250 -3
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : R -30208-A COUNTIES : FRANKLIN
LETTING DATE : 07/09/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 38-3806996 |( 3 ) 35-1357381
|PAUL H ROHE COMPANY |HIS CONSTRUCTORS INC |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 601-06035 400.000 LFT | 25.00000 10000.00| 15.00000 6000.00| 39.00000 15600.00
GUARDRAIL, RESET | | |
0021 616-02320 1083.000 SYS | 4.25000 4602.75| 2.70000 2924.10| 5.00000 5415.00
GEOTEXTILES | | |
0022 616-05689 200.000 TON | 65.00000 13000.00| 50.00000 10000.00| 35.00000 7000.00
RIPRAP, CLASS 2 | | |
0023 616-06405 183.000 TON | 65.00000 11895.00| 55.00000 10065.00| 38.00000 6954.00
RIPRAP, REVETMENT | | |
0024 616-06406 94.000 SYS | 75.00000 7050.00| 52.00000 4888.00| 57.00000 5358.00
RIPRAP, REVETMENT | | |
0025 616-95754 102.000 LFT | 40.00000 4080.00| 18.00000 1836.00| 25.00000 2550.00
PAVED SIDE DITCH, BREAK | | |
0026 621-01004 1.000 EACH | 800.00000 800.00| 810.00000 810.00| 1125.00000 1125.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0027 621-06559 890.000 SYS | 2.00000 1780.00| 2.05000 1824.50| 2.00000 1780.00
MULCHED SEEDING, R | | |
0028 621-06574 135.000 SYS | 8.00000 1080.00| 8.25000 1113.75| 35.00000 4725.00
SODDING | | |
0029 621-09815 OP1 720.000 SYS | | | 175.00000 126000.00
ARTICULATED CONCRETE BLOCK | | |
0030 625-09375 OP2 240.000 CYS | 325.00000 78000.00| 270.00000 64800.00|
REVET MATTRESS, METALLIC COATED | | |
0031 628-09402 6.000 MOS | 1750.00000 10500.00| 1900.00000 11400.00| 1600.00000 9600.00
FIELD OFFICE, B | | |
0032 715-06004 1.000 EACH | 3600.00000 3600.00| 2200.00000 2200.00| 2500.00000 2500.00
CONCRETE ANCHOR, 48 IN | | |
0033 715-06825 2.000 EACH | 8100.00000 16200.00| 2900.00000 5800.00| 2900.00000 5800.00
CONCRETE ANCHOR , MIN AREA 46.0 SFT | | |
0034 715-08176 106.500 LFT | 500.00000 53250.00| 749.00000 79768.50| 482.00000 51333.00
PIPE, TYPE 1, DEFORMED, MIN AREA 46.1 S | | |
0035 715-08305 24.000 TON | 90.00000 2160.00| 425.00000 10200.00| 250.00000 6000.00
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0036 720-44296 2.000 EACH | 500.00000 1000.00| 2900.00000 5800.00| 490.00000 980.00
CAP INLET | | |
0037 801-04308 4.000 EACH | 350.00000 1400.00| 350.00000 1400.00| 400.00000 1600.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0038 801-07118 96.000 LFT | 11.50000 1104.00| 12.00000 1152.00| 13.00000 1248.00
BARRICADE, III-A | | |
0039 801-07119 40.000 LFT | 15.00000 600.00| 16.00000 640.00| 18.00000 720.00
BARRICADE, III-B | | |
0040 808-06713 444.000 LFT | 1.45000 643.80| 1.50000 666.00| 2.00000 888.00
LINE, PAINT, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 250 -4
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : R -30208-A COUNTIES : FRANKLIN
LETTING DATE : 07/09/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 38-3806996 |( 3 ) 35-1357381
|PAUL H ROHE COMPANY |HIS CONSTRUCTORS INC |DAVE OMARA CONTRACTOR INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 808-06714 444.000 LFT | 1.45000 643.80| 1.50000 666.00| 2.00000 888.00
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
SECTION TOTALS | $ 360,283.75| $ 385,934.60| $ 388,719.60
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 360,283.75| $ 385,934.60| $ 388,719.60
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 250 -5
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : R -30208-A COUNTIES : FRANKLIN
LETTING DATE : 07/09/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1636776 |( 5 ) 31-1323837 |( 6 ) 35-1872590
|LINKEL COMPANY |SUNESIS CONSTRUCTION COMPANY |BRACKNEY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 60000.00000 60000.00| 3033.11000 3033.11| 3000.00000 3000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 200.00000 200.00| 203.80000 203.80| 1500.00000 1500.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 100.00000 600.00| 127.38000 764.28| 250.00000 1500.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0010 110-01001 LUMP | 60000.00000 60000.00| 30043.95000 30043.95| 55000.00000 55000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 60000.00000 60000.00| 20017.15000 20017.15| 17000.00000 17000.00
CLEARING RIGHT OF WAY | | |
0012 203-02020 75.000 CYS | 25.00000 1875.00| 21.70000 1627.50| 55.00000 4125.00
EXCAVATION, UNCLASSIFIED | | |
0013 205-06937 625.000 LFT | 2.00000 1250.00| 3.59000 2243.75| 3.00000 1875.00
TEMPORARY SILT FENCE | | |
0014 211-09264 1242.000 CYS | 80.00000 99360.00| 18.61000 23113.62| 40.00000 49680.00
STRUCTURAL BACKFILL, TYPE 1 | | |
0015 211-09267 170.000 CYS | 90.00000 15300.00| 207.33000 35246.10| 100.00000 17000.00
STRUCTURAL BACKFILL, TYPE 4 | | |
0016 303-01180 18.000 TON | 20.00000 360.00| 115.90000 2086.20| 40.00000 720.00
COMPACTED AGGREGATE, NO. 53 | | |
0017 303-07449 21.700 TON | 20.00000 434.00| 140.67000 3052.54| 40.00000 868.00
COMPACTED AGGREGATE, NO. 73 | | |
0018 306-08034 440.000 SYS | 15.00000 6600.00| 31.80000 13992.00| 16.00000 7040.00
MILLING, ASPHALT, 1 1/2 IN | | |
0019 402-07433 37.000 TON | 250.00000 9250.00| 226.10000 8365.70| 200.00000 7400.00
HMA SURFACE, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 250 -6
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : R -30208-A COUNTIES : FRANKLIN
LETTING DATE : 07/09/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1636776 |( 5 ) 31-1323837 |( 6 ) 35-1872590
|LINKEL COMPANY |SUNESIS CONSTRUCTION COMPANY |BRACKNEY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 601-06035 400.000 LFT | 25.00000 10000.00| 16.67000 6668.00| 26.00000 10400.00
GUARDRAIL, RESET | | |
0021 616-02320 1083.000 SYS | 2.00000 2166.00| 2.58000 2794.14| 2.00000 2166.00
GEOTEXTILES | | |
0022 616-05689 200.000 TON | 50.00000 10000.00| 44.33000 8866.00| 65.00000 13000.00
RIPRAP, CLASS 2 | | |
0023 616-06405 183.000 TON | 48.00000 8784.00| 43.43000 7947.69| 60.00000 10980.00
RIPRAP, REVETMENT | | |
0024 616-06406 94.000 SYS | 68.00000 6392.00| 66.47000 6248.18| 41.00000 3854.00
RIPRAP, REVETMENT | | |
0025 616-95754 102.000 LFT | 10.00000 1020.00| 54.38000 5546.76| 97.00000 9894.00
PAVED SIDE DITCH, BREAK | | |
0026 621-01004 1.000 EACH | 1000.00000 1000.00| 1045.71000 1045.71| 610.00000 610.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0027 621-06559 890.000 SYS | 2.00000 1780.00| 1.73000 1539.70| 12.00000 10680.00
MULCHED SEEDING, R | | |
0028 621-06574 135.000 SYS | 5.00000 675.00| 48.86000 6596.10| 32.00000 4320.00
SODDING | | |
0029 621-09815 OP1 720.000 SYS | | 155.86000 112219.20| 220.00000 158400.00
ARTICULATED CONCRETE BLOCK | | |
0030 625-09375 OP2 240.000 CYS | 100.00000 24000.00| |
REVET MATTRESS, METALLIC COATED | | |
0031 628-09402 6.000 MOS | 1500.00000 9000.00| 1539.55000 9237.30| 2000.00000 12000.00
FIELD OFFICE, B | | |
0032 715-06004 1.000 EACH | 3000.00000 3000.00| 5041.68000 5041.68| 2000.00000 2000.00
CONCRETE ANCHOR, 48 IN | | |
0033 715-06825 2.000 EACH | 3000.00000 6000.00| 12169.38000 24338.76| 3000.00000 6000.00
CONCRETE ANCHOR , MIN AREA 46.0 SFT | | |
0034 715-08176 106.500 LFT | 250.00000 26625.00| 1329.49000 141590.69| 700.00000 74550.00
PIPE, TYPE 1, DEFORMED, MIN AREA 46.1 S | | |
0035 715-08305 24.000 TON | 225.00000 5400.00| 209.14000 5019.36| 200.00000 4800.00
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0036 720-44296 2.000 EACH | 600.00000 1200.00| 694.97000 1389.94| 2000.00000 4000.00
CAP INLET | | |
0037 801-04308 4.000 EACH | 250.00000 1000.00| 310.89000 1243.56| 400.00000 1600.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0038 801-07118 96.000 LFT | 20.00000 1920.00| 11.31000 1085.76| 15.00000 1440.00
BARRICADE, III-A | | |
0039 801-07119 40.000 LFT | 22.00000 880.00| 11.31000 452.40| 15.00000 600.00
BARRICADE, III-B | | |
0040 808-06713 444.000 LFT | 3.00000 1332.00| 1.13000 501.72| 1.50000 666.00
LINE, PAINT, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 250 -7
TABULATION OF BIDS
CALL ORDER : 250 CONTRACT ID : R -30208-A COUNTIES : FRANKLIN
LETTING DATE : 07/09/10 10:00 AM DISTRICT : SEYMOUR DISTRICT
====================================================================================================================================
|( 4 ) 35-1636776 |( 5 ) 31-1323837 |( 6 ) 35-1872590
|LINKEL COMPANY |SUNESIS CONSTRUCTION COMPANY |BRACKNEY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 808-06714 444.000 LFT | 3.00000 1332.00| 1.13000 501.72| 1.50000 666.00
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
SECTION TOTALS | $ 438,741.00| $ 493,670.07| $ 499,340.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 438,741.00| $ 493,670.07| $ 499,340.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -1
VENDOR RANKING
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
DESCRIPTION : ROAD REHABILITATION, BRIDGE DECK RECONSTRUCTION, SIGNS COMPLETION DATE : 10/30/12
LOCATION : ON SR 26 FROM 4.5 MILES EAST OF SR 29 TO 2.16 MILES PROJECT(S) : 3234008
WEST OF US 31 3234008
3234008
OTHERS
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 11,208,936.17 100.0000%
2 35-1698047 GRADEX INC $ 11,447,016.65 102.1240%
3 35-1875662 CRIDER & CRIDER INC $ 11,927,661.32 106.4121%
4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 12,221,501.31 109.0336%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -2
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1875662
|E & B PAVING INC |GRADEX INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SIGN INSTALLATION, NEW
| | |
0001 105-06845 LUMP | 84000.00000 84000.00| 144000.00000 144000.00| 185000.00000 185000.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 150.00000 300.00| 150.00000 300.00| 250.00000 500.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 30.000 MOS | 100.00000 3000.00| 100.00000 3000.00| 50.00000 1500.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 560000.00000 560000.00| 572300.00000 572300.00| 595805.96000 595805.96
MOBILIZATION AND DEMOBILIZATION | | |
0013 113-01614 LUMP | 15710.00000 15710.00| 15500.00000 15500.00| 15500.00000 15500.00
PARTNERING OVERHEAD | | |
0014 201-52370 LUMP | 115200.00000 115200.00| 135000.00000 135000.00| 125000.00000 125000.00
CLEARING RIGHT OF WAY | | |
0015 202-02240 8727.000 SYS | 6.50000 56725.50| 6.50000 56725.50| 9.00000 78543.00
PAVEMENT REMOVAL | | |
0016 202-02241 1202.000 LFT | 3.80000 4567.60| 3.80000 4567.60| 5.00000 6010.00
GUARDRAIL, REMOVE | | |
0017 202-02278 3560.000 LFT | 4.50000 16020.00| 4.50000 16020.00| 4.00000 14240.00
CURB, CONCRETE, REMOVE | | |
0018 202-05545 400.000 CYS | 34.00000 13600.00| 34.00000 13600.00| 34.00000 13600.00
REGULATED MATERIALS, DISPOSE, C | | |
0019 202-05550 400.000 CYS | 9.00000 3600.00| 9.00000 3600.00| 9.00000 3600.00
REGULATED MATERIALS, REMOVE, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -3
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1875662
|E & B PAVING INC |GRADEX INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-05555 400.000 CYS | 15.00000 6000.00| 15.00000 6000.00| 15.00000 6000.00
REGULATED MATERIALS, TRANSPORT, C | | |
0021 202-51328 LUMP | 27500.00000 27500.00| 19400.00000 19400.00| 19398.10000 19398.10
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0022 202-52710 855.000 SYS | 5.50000 4702.50| 5.50000 4702.50| 5.00000 4275.00
SIDEWALK, CONCRETE, REMOVE | | |
0023 202-91351 125.000 LFT | 67.00000 8375.00| 67.00000 8375.00| 40.00000 5000.00
TRACK, REMOVE | | |
0024 202-91385 10.000 EACH | 389.00000 3890.00| 389.00000 3890.00| 300.00000 3000.00
INLET, REMOVE | | |
0025 202-93995 2.000 EACH | 1100.00000 2200.00| 1100.00000 2200.00| 750.00000 1500.00
SIGNAL POLE FOUNDATION, REMOVE | | |
0026 203-02000 123604.000 CYS | 10.75000 1328743.00| 10.75000 1328743.00| 15.35000 1897321.40
EXCAVATION, COMMON | | |
0027 205-03371 160.000 CYS | 17.00000 2720.00| 17.00000 2720.00| 25.00000 4000.00
SEDIMENT, REMOVE | | |
0028 205-06931 2278.000 TON | 23.50000 53533.00| 23.50000 53533.00| 30.00000 68340.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0029 205-06932 2380.000 LFT | 9.20000 21896.00| 9.20000 21896.00| 9.20000 21896.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0030 205-06933 5.000 EACH | 125.00000 625.00| 125.00000 625.00| 125.00000 625.00
TEMPORARY DITCH INLET PROTECTION | | |
0031 205-06934 156.000 TON | 283.00000 44148.00| 283.00000 44148.00| 283.00000 44148.00
TEMPORARY MULCHING | | |
0032 205-06936 239.000 TON | 23.50000 5616.50| 23.50000 5616.50| 40.00000 9560.00
TEMPORARY SEDIMENT TRAP | | |
0033 205-06937 4808.000 LFT | 1.28000 6154.24| 1.28000 6154.24| 1.28000 6154.24
TEMPORARY SILT FENCE | | |
0034 207-08263 54761.000 SYS | 4.73000 259019.53| 4.00000 219044.00| 4.56000 249710.16
SUBGRADE TREATMENT, TYPE IA | | |
0035 207-08264 1840.000 SYS | 5.35000 9844.00| 2.25000 4140.00| 3.50000 6440.00
SUBGRADE TREATMENT, TYPE II | | |
0036 207-08265 3085.000 SYS | 7.00000 21595.00| 7.00000 21595.00| 9.00000 27765.00
SUBGRADE TREATMENT, TYPE IIA | | |
0037 207-08266 608.000 SYS | 4.50000 2736.00| 4.50000 2736.00| 3.00000 1824.00
SUBGRADE TREATMENT, TYPE III | | |
0038 207-08267 16166.000 SYS | 6.50000 105079.00| 6.25000 101037.50| 8.00000 129328.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0039 207-08268 16472.000 SYS | 10.50000 172956.00| 10.15000 167190.80| 12.00000 197664.00
SUBGRADE TREATMENT, TYPE IV | | |
0040 211-09264 8722.000 CYS | 18.00000 156996.00| 18.00000 156996.00| 25.00000 218050.00
STRUCTURAL BACKFILL, TYPE 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -4
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1875662
|E & B PAVING INC |GRADEX INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 211-09265 1919.000 CYS | 27.00000 51813.00| 27.00000 51813.00| 25.00000 47975.00
STRUCTURAL BACKFILL, TYPE 2 | | |
0042 211-09266 5.000 CYS | 35.00000 175.00| 128.00000 640.00| 90.00000 450.00
STRUCTURAL BACKFILL, TYPE 3 | | |
0043 211-09268 335.000 CYS | 60.00000 20100.00| 60.00000 20100.00| 100.00000 33500.00
STRUCTURAL BACKFILL, TYPE 5 | | |
0044 214-07202 711.000 SYS | 5.50000 3910.50| 5.50000 3910.50| 4.00000 2844.00
GEOGRID, TYPE I | | |
0045 302-07455 44.300 CYS | 35.00000 1550.50| 140.00000 6202.00| 140.00000 6202.00
DENSE GRADED SUBBASE | | |
0046 303-01180 32033.000 TON | 16.00000 512528.00| 16.00000 512528.00| 15.00000 480495.00
COMPACTED AGGREGATE, NO. 53 | | |
0047 303-08210 1000.000 TON | 25.00000 25000.00| 25.00000 25000.00| 25.00000 25000.00
COMPACTED AGGREGATE NO. 53, TEMP FOR | | |
DRIVEWAYS | | |
0048 304-07492 4796.000 TON | 49.75000 238601.00| 49.75000 238601.00| 60.00000 287760.00
WIDENING WITH HMA, TYPE A | | |
0049 306-08033 29417.000 SYS | 0.95000 27946.15| 1.50000 44125.50| 1.00000 29417.00
MILLING, ASPHALT, 1 IN | | |
0050 306-08042 24485.000 SYS | 3.00000 73455.00| 3.25000 79576.25| 1.00000 24485.00
MILLING, SCARIFICATION/PROFILE | | |
0051 401-06264 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 10000.00000 10000.00
PROFILOGRAPH, HMA | | |
0052 401-07328 9308.000 TON | 63.00000 586404.00| 63.00000 586404.00| 63.00000 586404.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0053 401-07398 14167.000 TON | 36.00000 510012.00| 36.00000 510012.00| 36.00000 510012.00
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0054 401-07408 7722.000 TON | 47.00000 362934.00| 47.00000 362934.00| 47.00000 362934.00
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0055 402-07432 4805.000 TON | 62.00000 297910.00| 62.00000 297910.00| 62.00000 297910.00
HMA SURFACE, TYPE A | | |
0056 402-07433 101.000 TON | 94.00000 9494.00| 94.00000 9494.00| 94.00000 9494.00
HMA SURFACE, TYPE B | | |
0057 402-07435 1410.000 TON | 73.00000 102930.00| 73.00000 102930.00| 73.00000 102930.00
HMA INTERMEDIATE, TYPE A | | |
0058 402-07438 147.000 TON | 77.00000 11319.00| 77.00000 11319.00| 77.00000 11319.00
HMA INTERMEDIATE, TYPE B | | |
0059 402-07440 14127.000 TON | 36.00000 508572.00| 36.00000 508572.00| 36.00000 508572.00
HMA BASE, TYPE A | | |
0060 402-07441 7.000 TON | 36.00000 252.00| 36.00000 252.00| 36.00000 252.00
HMA BASE, TYPE B | | |
0061 406-05520 100.000 TON | 100.00000 10000.00| 100.00000 10000.00| 100.00000 10000.00
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -5
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1875662
|E & B PAVING INC |GRADEX INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 601-01740 1.000 EACH | 1925.00000 1925.00| 1925.00000 1925.00| 1925.00000 1925.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
0063 601-02800 4.000 EACH | 1100.00000 4400.00| 1100.00000 4400.00| 1100.00000 4400.00
GUARDRAIL TRANSITION, TGT | | |
0064 601-06854 2.000 EACH | 2800.00000 5600.00| 2800.00000 5600.00| 2800.00000 5600.00
GUARDRAIL, W-BEAM, NESTED | | |
0065 601-94689 7.000 EACH | 2410.00000 16870.00| 2410.00000 16870.00| 2410.00000 16870.00
GUARDRAIL END TREATMENT, OS | | |
0066 601-99105 1280.000 LFT | 16.55000 21184.00| 16.55000 21184.00| 16.55000 21184.00
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0067 604-07897 8.000 SYS | 150.00000 1200.00| 150.00000 1200.00| 150.00000 1200.00
CURB RAMP, CONCRETE, C | | |
0068 604-07900 56.000 SYS | 180.00000 10080.00| 180.00000 10080.00| 180.00000 10080.00
CURB RAMP, CONCRETE, F | | |
0069 604-07901 37.000 SYS | 140.00000 5180.00| 140.00000 5180.00| 140.00000 5180.00
CURB RAMP, CONCRETE, G | | |
0070 604-07902 39.000 SYS | 140.00000 5460.00| 140.00000 5460.00| 140.00000 5460.00
CURB RAMP, CONCRETE, H | | |
0071 604-91531 1693.000 SYS | 29.50000 49943.50| 29.50000 49943.50| 29.50000 49943.50
SIDEWALK, CONCRETE, 4 IN | | |
0072 605-06120 149.000 LFT | 28.00000 4172.00| 28.00000 4172.00| 20.50000 3054.50
CURB, CONCRETE | | |
0073 605-06125 25.000 LFT | 16.00000 400.00| 16.00000 400.00| 20.50000 512.50
CURB, CONCRETE, MODIFIED | | |
0074 605-06140 5310.000 LFT | 16.00000 84960.00| 16.00000 84960.00| 14.00000 74340.00
CURB AND GUTTER, CONCRETE | | |
0075 605-97937 135.000 LFT | 28.00000 3780.00| 28.00000 3780.00| 16.50000 2227.50
CURB AND GUTTER, CONCRETE, ROLL | | |
0076 607-06370 494.000 LFT | 52.00000 25688.00| 52.00000 25688.00| 52.00000 25688.00
PAVED SIDE DITCH, H | | |
0077 609-06259 168.600 SYS | 92.00000 15511.20| 115.00000 19389.00| 115.00000 19389.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0078 610-07487 3111.000 TON | 98.25000 305655.75| 98.25000 305655.75| 98.25000 305655.75
HMA FOR APPROACHES, TYPE B | | |
0079 610-08446 1666.000 SYS | 36.00000 59976.00| 36.00000 59976.00| 36.00000 59976.00
PCCP FOR APPROACHES, 6 IN | | |
0080 610-09108 2997.000 SYS | 39.00000 116883.00| 39.00000 116883.00| 39.00000 116883.00
PCCP FOR APPROACHES, 9 IN | | |
0081 611-06497 77.000 EACH | 160.00000 12320.00| 160.00000 12320.00| 160.00000 12320.00
MAILBOX ASSEMBLY, SINGLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -6
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1875662
|E & B PAVING INC |GRADEX INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 611-06498 6.000 EACH | 235.00000 1410.00| 235.00000 1410.00| 235.00000 1410.00
MAILBOX ASSEMBLY, DOUBLE | | |
0083 615-06490 201.000 EACH | 128.00000 25728.00| 128.00000 25728.00| 128.00000 25728.00
RIGHT OF WAY MARKER | | |
0084 615-06505 17.000 EACH | 625.00000 10625.00| 625.00000 10625.00| 625.00000 10625.00
MONUMENT, B | | |
0085 615-06527 8.000 EACH | 500.00000 4000.00| 500.00000 4000.00| 500.00000 4000.00
MONUMENT, SECTION CORNER | | |
0086 616-02320 6384.000 SYS | 1.00000 6384.00| 1.00000 6384.00| 1.25000 7980.00
GEOTEXTILES | | |
0087 616-05688 526.000 TON | 45.00000 23670.00| 45.00000 23670.00| 50.00000 26300.00
RIPRAP, CLASS 1 | | |
0088 616-05689 374.000 TON | 46.00000 17204.00| 46.00000 17204.00| 55.00000 20570.00
RIPRAP, CLASS 2 | | |
0089 616-06405 1378.000 TON | 26.00000 35828.00| 26.00000 35828.00| 30.00000 41340.00
RIPRAP, REVETMENT | | |
0090 616-06451 1390.000 TON | 26.00000 36140.00| 26.00000 36140.00| 35.00000 48650.00
RIPRAP, UNIFORM | | |
0091 616-07266 39.000 LFT | 34.00000 1326.00| 34.00000 1326.00| 34.00000 1326.00
COIR ROLL | | |
0092 621-01004 25.000 EACH | 250.00000 6250.00| 250.00000 6250.00| 250.00000 6250.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0093 621-01956 7410.000 LBS | 2.06000 15264.60| 2.06000 15264.60| 2.06000 15264.60
SEED MIXTURE, LEGUME, 1 | | |
0094 621-02770 4409.000 SYS | 1.26000 5555.34| 1.26000 5555.34| 1.26000 5555.34
EROSION CONTROL BLANKET | | |
0095 621-03909 6.000 LBS | 145.00000 870.00| 145.00000 870.00| 145.00000 870.00
SEED MIXTURE, NATIVE | | |
0096 621-06545 16.000 TON | 831.00000 13296.00| 831.00000 13296.00| 831.00000 13296.00
FERTILIZER | | |
0097 621-06557 11730.000 LBS | 1.95000 22873.50| 1.95000 22873.50| 1.95000 22873.50
SEED MIXTURE, T | | |
0098 621-06565 78.000 TON | 291.00000 22698.00| 291.00000 22698.00| 291.00000 22698.00
MULCHING MATERIAL | | |
0099 621-06567 495.000 kGAL | 1.00000 495.00| 1.00000 495.00| 1.00000 495.00
WATER | | |
0100 621-06574 123359.000 SYS | 2.81000 346638.79| 2.80000 345405.20| 2.36000 291127.24
SODDING | | |
0101 622-52436 3.000 EACH | 35.00000 105.00| 35.00000 105.00| 35.00000 105.00
SIGN, DO NOT MOW OR SPRAY | | |
0102 622-91786 16.000 EACH | 12.00000 192.00| 12.00000 192.00| 12.00000 192.00
SEEDLING , WILLOW STAKES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -7
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1875662
|E & B PAVING INC |GRADEX INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0103 622-98200 88.000 EACH | 35.00000 3080.00| 35.00000 3080.00| 35.00000 3080.00
SIGN, DO NOT DISTURB | | |
0104 628-09403 30.000 MOS | 1850.00000 55500.00| 1800.00000 54000.00| 1750.00000 52500.00
FIELD OFFICE, C | | |
0105 628-09408 36.000 MOS | 424.00000 15264.00| 500.00000 18000.00| 100.00000 3600.00
MOBILE LAPTOP COMPUTER SYSTEM , 2 EACH | | |
0106 628-09409 36.000 MOS | 150.00000 5400.00| 250.00000 9000.00| 150.00000 5400.00
MOBILE INTERNET SERVICE , 2 EACH | | |
0107 702-51005 5.500 CYS | 1850.00000 10175.00| 1500.00000 8250.00| 1500.00000 8250.00
CONCRETE, A, SUBSTRUCTURE | | |
0108 703-51032 11657.000 LBS | 1.15000 13405.55| 1.20000 13988.40| 1.20000 13988.40
REINFORCING STEEL, EPOXY COATED | | |
0109 704-51002 59.700 CYS | 650.00000 38805.00| 675.00000 40297.50| 675.00000 40297.50
CONCRETE, C, SUPERSTRUCTURE | | |
0110 706-06347 150.000 LFT | 102.00000 15300.00| 102.00000 15300.00| 149.00000 22350.00
RAILING, CF-1 | | |
0111 708-51813 40.000 SFT | 80.00000 3200.00| 215.00000 8600.00| 215.00000 8600.00
PNEUMATICALLY PLACED MORTAR | | |
0112 708-51814 40.000 SFT | 10.00000 400.00| 11.00000 440.00| 11.00000 440.00
WELDED STEEL WIRE FABRIC | | |
0113 709-51821 LUMP | 6000.00000 6000.00| 2000.00000 2000.00| 2000.00000 2000.00
SURFACE SEAL | | |
0114 714-01366 50.000 LFT | 515.00000 25750.00| 515.00000 25750.00| 500.00000 25000.00
STRUCTURE, PRECAST, REINFORCED CONCRETE | | |
BOX SECTION, 10FT X 4FT | | |
0115 714-02677 269.000 LFT | 200.00000 53800.00| 200.00000 53800.00| 400.00000 107600.00
STRUCTURE, PRECAST, RC, BOX SECTION 4FT | | |
X 4FT | | |
0116 714-06279 689.000 LFT | 300.00000 206700.00| 300.00000 206700.00| 350.00000 241150.00
STRUCTURE, PRECAST, RC, BOX SECTION | | |
8FTX 3FT | | |
0117 714-06319 160.000 LFT | 845.00000 135200.00| 825.00000 132000.00| 950.00000 152000.00
STRUCTURE, PRECAST, RC BOX SECTION 14FT | | |
X 5FT | | |
0118 714-26702 155.000 LFT | 260.00000 40300.00| 260.00000 40300.00| 400.00000 62000.00
STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | |
X 3FT | | |
0119 714-26703 265.000 LFT | 275.00000 72875.00| 275.00000 72875.00| 300.00000 79500.00
STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | |
X 4FT | | |
0120 714-93978 73.000 LFT | 170.00000 12410.00| 170.00000 12410.00| 275.00000 20075.00
STRUCTURE, PRECAST, RC, BOX SECTION 4FT | | |
X 2FT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -8
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1875662
|E & B PAVING INC |GRADEX INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0121 715-03476 14.000 EACH | 930.00000 13020.00| 930.00000 13020.00| 700.00000 9800.00
SAFETY METAL END SECTION, 4:1, 24 IN | | |
0122 715-03584 2.000 EACH | 140.00000 280.00| 140.00000 280.00| 600.00000 1200.00
SAFETY METAL END SECTION, 4:1, 18 IN | | |
0123 715-04798 4.000 EACH | 840.00000 3360.00| 840.00000 3360.00| 650.00000 2600.00
SAFETY METAL END SECTION, 4:1, 21 IN | | |
0124 715-05048 10566.000 LFT | 3.60000 38037.60| 3.60000 38037.60| 2.50000 26415.00
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0125 715-05049 55.000 LFT | 4.40000 242.00| 4.40000 242.00| 15.00000 825.00
PIPE, TYPE 4, CIRCULAR, 8 IN | | |
0126 715-05051 134.000 LFT | 7.50000 1005.00| 7.50000 1005.00| 16.00000 2144.00
PIPE, TYPE 4, CIRCULAR, 10 IN | | |
0127 715-05052 200.000 LFT | 12.00000 2400.00| 12.00000 2400.00| 25.00000 5000.00
PIPE, TYPE 4, CIRCULAR, 12 IN | | |
0128 715-05053 3529.000 LFT | 9.85000 34760.65| 9.85000 34760.65| 12.00000 42348.00
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0129 715-05122 62.000 LFT | 50.00000 3100.00| 50.00000 3100.00| 45.00000 2790.00
PIPE, TYPE 1, CIRCULAR, 21 IN | | |
0130 715-05123 543.000 LFT | 48.00000 26064.00| 48.00000 26064.00| 45.00000 24435.00
PIPE, TYPE 1, CIRCULAR, 24 IN | | |
0131 715-05149 2005.000 LFT | 30.00000 60150.00| 30.00000 60150.00| 25.00000 50125.00
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0132 715-05151 180.000 LFT | 32.00000 5760.00| 32.00000 5760.00| 30.00000 5400.00
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0133 715-05152 548.000 LFT | 34.00000 18632.00| 34.00000 18632.00| 32.00000 17536.00
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0134 715-05153 436.000 LFT | 41.00000 17876.00| 41.00000 17876.00| 40.00000 17440.00
PIPE, TYPE 2, CIRCULAR, 21 IN | | |
0135 715-05154 422.000 LFT | 46.00000 19412.00| 46.00000 19412.00| 40.00000 16880.00
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0136 715-05154 206.000 LFT | 107.00000 22042.00| 107.00000 22042.00| 80.00000 16480.00
PIPE, TYPE 2, CIRCULAR, 24 IN , CASING | | |
0137 715-05156 1595.000 LFT | 60.00000 95700.00| 60.00000 95700.00| 45.00000 71775.00
PIPE, TYPE 2, CIRCULAR, 30 IN | | |
0138 715-05169 2822.000 LFT | 32.00000 90304.00| 32.00000 90304.00| 30.00000 84660.00
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0139 715-05171 67.000 LFT | 34.00000 2278.00| 34.00000 2278.00| 35.00000 2345.00
PIPE, TYPE 3, CIRCULAR, 18 IN | | |
0140 715-05172 234.000 LFT | 50.00000 11700.00| 50.00000 11700.00| 40.00000 9360.00
PIPE, TYPE 3, CIRCULAR, 21 IN | | |
0141 715-05173 299.000 LFT | 48.00000 14352.00| 48.00000 14352.00| 40.00000 11960.00
PIPE, TYPE 3, CIRCULAR, 24 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -9
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1875662
|E & B PAVING INC |GRADEX INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0142 715-05186 44.000 LFT | 115.00000 5060.00| 115.00000 5060.00| 85.00000 3740.00
PIPE, TYPE 3, CIRCULAR, 48 IN | | |
0143 715-05203 53046.000 LFT | 3.40000 180356.40| 3.40000 180356.40| 3.50000 185661.00
PIPE, TYPE 4, CIRCULAR, 4 IN | | |
0144 715-05208 70.000 LFT | 32.00000 2240.00| 32.00000 2240.00| 25.00000 1750.00
PIPE, TYPE 4, CIRCULAR, 15 IN | | |
0145 715-05209 153.000 LFT | 34.00000 5202.00| 34.00000 5202.00| 35.00000 5355.00
PIPE, TYPE 4, CIRCULAR, 18 IN | | |
0146 715-06004 2.000 EACH | 1800.00000 3600.00| 1800.00000 3600.00| 3000.00000 6000.00
CONCRETE ANCHOR, 48 IN | | |
0147 715-08306 1044.000 TON | 75.00000 78300.00| 75.00000 78300.00| 75.00000 78300.00
HMA FOR STRUCTURE INSTALLATION, TYPE C | | |
0148 715-09760 2.000 EACH | 8000.00000 16000.00| 8000.00000 16000.00| 8500.00000 17000.00
GRATED BOX END SECTION 1, 4:1, 48" X 24 | | |
0149 715-09761 4.000 EACH | 8000.00000 32000.00| 8000.00000 32000.00| 13000.00000 52000.00
GRATED BOX END SECTION 1, 4:1, 72" X 48 | | |
0150 715-09762 6.000 EACH | 10000.00000 60000.00| 10000.00000 60000.00| 13500.00000 81000.00
GRATED BOX END SECTION 1, 4:1, 72" X 36 | | |
0151 715-09763 20.000 EACH | 20000.00000 400000.00| 20000.00000 400000.00| 15500.00000 310000.00
GRATED BOX END SECTION 1, 4:1, 96" X 36 | | |
0152 715-09767 109.000 LFT | 49.00000 5341.00| 49.00000 5341.00| 40.00000 4360.00
PIPE, TYPE 4, CIRCULAR, 20" | | |
0153 715-46005 150.000 EACH | 535.00000 80250.00| 535.00000 80250.00| 400.00000 60000.00
PIPE END SECTION, 15 IN | | |
0154 715-46015 8.000 EACH | 700.00000 5600.00| 700.00000 5600.00| 600.00000 4800.00
PIPE END SECTION, 21 IN | | |
0155 715-46020 18.000 EACH | 765.00000 13770.00| 765.00000 13770.00| 600.00000 10800.00
PIPE END SECTION, 24 IN | | |
0156 718-06526 3071.000 TON | 63.00000 193473.00| 63.00000 193473.00| 63.00000 193473.00
HMA FOR UNDERDRAINS | | |
0157 718-06531 142.000 EACH | 270.00000 38340.00| 270.00000 38340.00| 375.00000 53250.00
OUTLET PROTECTOR, 3 | | |
0158 718-06532 6500.000 LFT | 1.00000 6500.00| 1.00000 6500.00| 0.85000 5525.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0159 718-52610 1698.000 CYS | 28.00000 47544.00| 28.00000 47544.00| 40.00000 67920.00
AGGREGATE FOR UNDERDRAINS | | |
0160 718-99153 36927.000 SYS | 0.95000 35080.65| 0.95000 35080.65| 1.00000 36927.00
GEOTEXTILES FOR UNDERDRAIN | | |
0161 719-05439 400.000 LFT | 6.00000 2400.00| 6.00000 2400.00| 15.00000 6000.00
PIPE, DRAIN TILE TERMINAL SECTION, 6 IN | | |
0162 719-05440 400.000 LFT | 7.00000 2800.00| 7.00000 2800.00| 17.00000 6800.00
PIPE, DRAIN TILE TERMINAL SECTION, 8 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -10
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1875662
|E & B PAVING INC |GRADEX INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0163 719-05442 400.000 LFT | 8.00000 3200.00| 8.00000 3200.00| 19.00000 7600.00
PIPE, DRAIN TILE TERMINAL SECTION, 10 | | |
IN. | | |
0164 720-09768 1.000 EACH | 2400.00000 2400.00| 2400.00000 2400.00| 1800.00000 1800.00
CATCH BASIN TYPE HA5 | | |
0165 720-45042 4.000 EACH | 2200.00000 8800.00| 2200.00000 8800.00| 1600.00000 6400.00
INLET, HA5 | | |
0166 720-45235 1.000 EACH | 1400.00000 1400.00| 1400.00000 1400.00| 1500.00000 1500.00
CATCH BASIN, E7 | | |
0167 720-45265 1.000 EACH | 1200.00000 1200.00| 1200.00000 1200.00| 1500.00000 1500.00
PIPE CATCH BASIN, 15 IN | | |
0168 720-45275 1.000 EACH | 1400.00000 1400.00| 1400.00000 1400.00| 1000.00000 1000.00
PIPE CATCH BASIN, 24 IN | | |
0169 720-45410 26.000 EACH | 1800.00000 46800.00| 1800.00000 46800.00| 2500.00000 65000.00
MANHOLE, C4 | | |
0170 720-91973 11.000 EACH | 4000.00000 44000.00| 4000.00000 44000.00| 2800.00000 30800.00
MANHOLE, H4 | | |
0171 720-98174 12.000 EACH | 2000.00000 24000.00| 2000.00000 24000.00| 2000.00000 24000.00
INLET, B15 | | |
0172 720-98555 11.000 EACH | 2100.00000 23100.00| 2100.00000 23100.00| 2000.00000 22000.00
INLET, C15 | | |
0173 720-99416 33.000 EACH | 2100.00000 69300.00| 2100.00000 69300.00| 2200.00000 72600.00
CATCH BASIN, B15 | | |
0174 720-99417 14.000 EACH | 2200.00000 30800.00| 2200.00000 30800.00| 2200.00000 30800.00
CATCH BASIN, C15 | | |
0175 723-06660 56.000 SFT | 115.00000 6440.00| 450.00000 25200.00| 175.00000 9800.00
WINGWALL | | |
0176 801-01093 8.000 EACH | 1100.00000 8800.00| 1100.00000 8800.00| 1100.00000 8800.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0177 801-03290 2.000 EACH | 299.00000 598.00| 299.00000 598.00| 299.00000 598.00
CONSTRUCTION SIGN, C | | |
0178 801-04308 20.000 EACH | 655.00000 13100.00| 655.00000 13100.00| 655.00000 13100.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0179 801-06207 4000.000 LFT | 1.20000 4800.00| 1.20000 4800.00| 1.20000 4800.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0180 801-06625 48.000 EACH | 89.00000 4272.00| 89.00000 4272.00| 89.00000 4272.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0181 801-06640 93.000 EACH | 235.00000 21855.00| 235.00000 21855.00| 235.00000 21855.00
CONSTRUCTION SIGN, A | | |
0182 801-06645 48.000 EACH | 60.00000 2880.00| 60.00000 2880.00| 60.00000 2880.00
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -11
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1875662
|E & B PAVING INC |GRADEX INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0183 801-06775 LUMP | 542600.00000 542600.00| 600000.00000 600000.00| 307000.00000 307000.00
MAINTAINING TRAFFIC | | |
0184 801-07118 720.000 LFT | 15.00000 10800.00| 15.00000 10800.00| 15.00000 10800.00
BARRICADE, III-A | | |
0185 802-04893 5.000 EACH | 100.00000 500.00| 100.00000 500.00| 100.00000 500.00
REFERENCE POST | | |
0186 802-05701 690.000 LFT | 14.50000 10005.00| 15.50000 10695.00| 14.50000 10005.00
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0187 802-05702 143.000 LFT | 13.00000 1859.00| 13.50000 1930.50| 13.00000 1859.00
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0188 802-07060 16.000 EACH | 25.00000 400.00| 22.00000 352.00| 25.00000 400.00
SIGN, SHEET, RELOCATE | | |
0189 802-09838 264.000 SFT | 16.00000 4224.00| 22.50000 5940.00| 16.00000 4224.00
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0190 802-09840 84.000 SFT | 17.00000 1428.00| 23.00000 1932.00| 17.00000 1428.00
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0191 802-09842 94.000 SFT | 22.50000 2115.00| 23.50000 2209.00| 22.50000 2115.00
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0192 802-76055 17.000 LFT | 13.00000 221.00| 2.90000 49.30| 13.00000 221.00
SIGN POST, A | | |
0193 805-01815 2.000 EACH | 2850.00000 5700.00| 2518.00000 5036.00| 2850.00000 5700.00
SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | |
IN | | |
0194 805-01879 1.000 EACH | 795.00000 795.00| 930.00000 930.00| 795.00000 795.00
SIGNAL SERVICE , INSTALL | | |
0195 805-02087 LUMP | 350.00000 350.00| 764.00000 764.00| 350.00000 350.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0196 805-78010 1.000 EACH | 1600.00000 1600.00| 1534.00000 1534.00| 1600.00000 1600.00
CONTROLLER AND CABINET, FLASHER, SOLID | | |
STATE | | |
0197 805-78195 8.000 EACH | 475.00000 3800.00| 317.00000 2536.00| 475.00000 3800.00
TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN RED | | |
0198 805-78415 1.000 EACH | 1725.00000 1725.00| 2025.00000 2025.00| 1725.00000 1725.00
SPAN, CATENARY, AND TETHER | | |
0199 805-78420 1.000 EACH | 300.00000 300.00| 227.00000 227.00| 300.00000 300.00
DISCONNECT HANGER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -12
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1698047 |( 3 ) 35-1875662
|E & B PAVING INC |GRADEX INC |CRIDER & CRIDER INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0200 805-78467 20.000 LFT | 2.50000 50.00| 2.30000 46.00| 2.50000 50.00
SIGNAL CABLE, 3C 8GA | | |
0201 805-78480 342.000 LFT | 1.40000 478.80| 1.10000 376.20| 1.40000 478.80
SIGNAL CABLE, 3C 14GA | | |
0202 805-78485 150.000 LFT | 1.50000 225.00| 1.30000 195.00| 1.50000 225.00
SIGNAL CABLE, 5C 14GA | | |
0203 805-81032 2.000 EACH | 4400.00000 8800.00| 3542.00000 7084.00| 4400.00000 8800.00
SIGNAL STRAIN POLE, STEEL, 30 FT | | |
0204 805-96632 1.000 EACH | 1500.00000 1500.00| 2563.00000 2563.00| 1500.00000 1500.00
TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | |
0205 808-06703 74150.000 LFT | 0.29000 21503.50| 0.29000 21503.50| 0.29000 21503.50
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0206 808-06713 156000.000 LFT | 0.01000 1560.00| 0.10000 15600.00| 0.10000 15600.00
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0207 808-06714 156000.000 LFT | 0.01000 1560.00| 0.10000 15600.00| 0.10000 15600.00
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0208 808-06716 312000.000 LFT | 0.02000 6240.00| 0.25000 78000.00| 0.25000 78000.00
LINE, REMOVE | | |
0209 808-75240 8547.000 LFT | 0.29000 2478.63| 0.29000 2478.63| 0.29000 2478.63
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0210 808-75245 16595.000 LFT | 0.29000 4812.55| 0.29000 4812.55| 0.29000 4812.55
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0211 808-75297 570.000 LFT | 4.00000 2280.00| 6.15000 3505.50| 4.00000 2280.00
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0212 808-75300 871.000 LFT | 1.15000 1001.65| 1.55000 1350.05| 1.15000 1001.65
TRANSVERSE MARKING, THERMOPLASTIC, | | |
CROSSWALK LINE, 6" | | |
0213 808-75320 2.000 EACH | 90.00000 180.00| 100.00000 200.00| 90.00000 180.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0214 808-75996 583.000 EACH | 3.55000 2069.65| 0.20000 116.60| 6.00000 3498.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0215 808-75998 583.000 EACH | 15.48000 9024.84| 15.48000 9024.84| 17.00000 9911.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 11,208,936.17| $ 11,447,016.65| $ 11,927,661.32
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 11,208,936.17| $ 11,447,016.65| $ 11,927,661.32
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -13
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SIGN INSTALLATION, NEW
| | |
0001 105-06845 LUMP | 30000.00000 30000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 80.00000 160.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 30.000 MOS | 72.00000 2160.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0011 109-09489 1.000 DOL | 1.00000 1.00| |
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0012 110-01001 LUMP | 221367.17000 221367.17| |
MOBILIZATION AND DEMOBILIZATION | | |
0013 113-01614 LUMP | 24255.00000 24255.00| |
PARTNERING OVERHEAD | | |
0014 201-52370 LUMP | 27680.00000 27680.00| |
CLEARING RIGHT OF WAY | | |
0015 202-02240 8727.000 SYS | 11.25000 98178.75| |
PAVEMENT REMOVAL | | |
0016 202-02241 1202.000 LFT | 3.80000 4567.60| |
GUARDRAIL, REMOVE | | |
0017 202-02278 3560.000 LFT | 2.00000 7120.00| |
CURB, CONCRETE, REMOVE | | |
0018 202-05545 400.000 CYS | 34.00000 13600.00| |
REGULATED MATERIALS, DISPOSE, C | | |
0019 202-05550 400.000 CYS | 9.00000 3600.00| |
REGULATED MATERIALS, REMOVE, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -14
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 202-05555 400.000 CYS | 15.00000 6000.00| |
REGULATED MATERIALS, TRANSPORT, C | | |
0021 202-51328 LUMP | 19398.10000 19398.10| |
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0022 202-52710 855.000 SYS | 4.15000 3548.25| |
SIDEWALK, CONCRETE, REMOVE | | |
0023 202-91351 125.000 LFT | 84.30000 10537.50| |
TRACK, REMOVE | | |
0024 202-91385 10.000 EACH | 316.80000 3168.00| |
INLET, REMOVE | | |
0025 202-93995 2.000 EACH | 475.00000 950.00| |
SIGNAL POLE FOUNDATION, REMOVE | | |
0026 203-02000 123604.000 CYS | 12.23000 1511676.92| |
EXCAVATION, COMMON | | |
0027 205-03371 160.000 CYS | 19.50000 3120.00| |
SEDIMENT, REMOVE | | |
0028 205-06931 2278.000 TON | 35.00000 79730.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0029 205-06932 2380.000 LFT | 5.65000 13447.00| |
TEMPORARY CHECK DAM, STRAW BALES | | |
0030 205-06933 5.000 EACH | 135.00000 675.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0031 205-06934 156.000 TON | 283.00000 44148.00| |
TEMPORARY MULCHING | | |
0032 205-06936 239.000 TON | 43.20000 10324.80| |
TEMPORARY SEDIMENT TRAP | | |
0033 205-06937 4808.000 LFT | 3.35000 16106.80| |
TEMPORARY SILT FENCE | | |
0034 207-08263 54761.000 SYS | 12.90000 706416.90| |
SUBGRADE TREATMENT, TYPE IA | | |
0035 207-08264 1840.000 SYS | 6.40000 11776.00| |
SUBGRADE TREATMENT, TYPE II | | |
0036 207-08265 3085.000 SYS | 8.50000 26222.50| |
SUBGRADE TREATMENT, TYPE IIA | | |
0037 207-08266 608.000 SYS | 7.50000 4560.00| |
SUBGRADE TREATMENT, TYPE III | | |
0038 207-08267 16166.000 SYS | 6.22000 100552.52| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0039 207-08268 16472.000 SYS | 11.15000 183662.80| |
SUBGRADE TREATMENT, TYPE IV | | |
0040 211-09264 8722.000 CYS | 20.95000 182725.90| |
STRUCTURAL BACKFILL, TYPE 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -15
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 211-09265 1919.000 CYS | 28.70000 55075.30| |
STRUCTURAL BACKFILL, TYPE 2 | | |
0042 211-09266 5.000 CYS | 90.00000 450.00| |
STRUCTURAL BACKFILL, TYPE 3 | | |
0043 211-09268 335.000 CYS | 123.75000 41456.25| |
STRUCTURAL BACKFILL, TYPE 5 | | |
0044 214-07202 711.000 SYS | 2.00000 1422.00| |
GEOGRID, TYPE I | | |
0045 302-07455 44.300 CYS | 140.00000 6202.00| |
DENSE GRADED SUBBASE | | |
0046 303-01180 32033.000 TON | 35.00000 1121155.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0047 303-08210 1000.000 TON | 17.05000 17050.00| |
COMPACTED AGGREGATE NO. 53, TEMP FOR | | |
DRIVEWAYS | | |
0048 304-07492 4796.000 TON | 70.00000 335720.00| |
WIDENING WITH HMA, TYPE A | | |
0049 306-08033 29417.000 SYS | 1.15000 33829.55| |
MILLING, ASPHALT, 1 IN | | |
0050 306-08042 24485.000 SYS | 8.98000 219875.30| |
MILLING, SCARIFICATION/PROFILE | | |
0051 401-06264 LUMP | 4225.00000 4225.00| |
PROFILOGRAPH, HMA | | |
0052 401-07328 9308.000 TON | 62.75000 584077.00| |
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0053 401-07398 14167.000 TON | 35.26000 499528.42| |
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0054 401-07408 7722.000 TON | 33.27000 256910.94| |
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0055 402-07432 4805.000 TON | 58.70000 282053.50| |
HMA SURFACE, TYPE A | | |
0056 402-07433 101.000 TON | 81.95000 8276.95| |
HMA SURFACE, TYPE B | | |
0057 402-07435 1410.000 TON | 62.12000 87589.20| |
HMA INTERMEDIATE, TYPE A | | |
0058 402-07438 147.000 TON | 61.31000 9012.57| |
HMA INTERMEDIATE, TYPE B | | |
0059 402-07440 14127.000 TON | 32.51000 459268.77| |
HMA BASE, TYPE A | | |
0060 402-07441 7.000 TON | 175.80000 1230.60| |
HMA BASE, TYPE B | | |
0061 406-05520 100.000 TON | 10.00000 1000.00| |
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -16
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 601-01740 1.000 EACH | 1925.00000 1925.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 4 | | |
0063 601-02800 4.000 EACH | 1100.00000 4400.00| |
GUARDRAIL TRANSITION, TGT | | |
0064 601-06854 2.000 EACH | 2800.00000 5600.00| |
GUARDRAIL, W-BEAM, NESTED | | |
0065 601-94689 7.000 EACH | 2410.00000 16870.00| |
GUARDRAIL END TREATMENT, OS | | |
0066 601-99105 1280.000 LFT | 16.55000 21184.00| |
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0067 604-07897 8.000 SYS | 140.00000 1120.00| |
CURB RAMP, CONCRETE, C | | |
0068 604-07900 56.000 SYS | 125.00000 7000.00| |
CURB RAMP, CONCRETE, F | | |
0069 604-07901 37.000 SYS | 125.00000 4625.00| |
CURB RAMP, CONCRETE, G | | |
0070 604-07902 39.000 SYS | 125.00000 4875.00| |
CURB RAMP, CONCRETE, H | | |
0071 604-91531 1693.000 SYS | 32.00000 54176.00| |
SIDEWALK, CONCRETE, 4 IN | | |
0072 605-06120 149.000 LFT | 30.00000 4470.00| |
CURB, CONCRETE | | |
0073 605-06125 25.000 LFT | 105.00000 2625.00| |
CURB, CONCRETE, MODIFIED | | |
0074 605-06140 5310.000 LFT | 15.70000 83367.00| |
CURB AND GUTTER, CONCRETE | | |
0075 605-97937 135.000 LFT | 30.00000 4050.00| |
CURB AND GUTTER, CONCRETE, ROLL | | |
0076 607-06370 494.000 LFT | 66.05000 32628.70| |
PAVED SIDE DITCH, H | | |
0077 609-06259 168.600 SYS | 115.00000 19389.00| |
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
0078 610-07487 3111.000 TON | 78.62000 244586.82| |
HMA FOR APPROACHES, TYPE B | | |
0079 610-08446 1666.000 SYS | 36.00000 59976.00| |
PCCP FOR APPROACHES, 6 IN | | |
0080 610-09108 2997.000 SYS | 44.00000 131868.00| |
PCCP FOR APPROACHES, 9 IN | | |
0081 611-06497 77.000 EACH | 160.00000 12320.00| |
MAILBOX ASSEMBLY, SINGLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -17
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 611-06498 6.000 EACH | 235.00000 1410.00| |
MAILBOX ASSEMBLY, DOUBLE | | |
0083 615-06490 201.000 EACH | 128.00000 25728.00| |
RIGHT OF WAY MARKER | | |
0084 615-06505 17.000 EACH | 625.00000 10625.00| |
MONUMENT, B | | |
0085 615-06527 8.000 EACH | 500.00000 4000.00| |
MONUMENT, SECTION CORNER | | |
0086 616-02320 6384.000 SYS | 1.40000 8937.60| |
GEOTEXTILES | | |
0087 616-05688 526.000 TON | 46.15000 24274.90| |
RIPRAP, CLASS 1 | | |
0088 616-05689 374.000 TON | 46.15000 17260.10| |
RIPRAP, CLASS 2 | | |
0089 616-06405 1378.000 TON | 21.90000 30178.20| |
RIPRAP, REVETMENT | | |
0090 616-06451 1390.000 TON | 24.70000 34333.00| |
RIPRAP, UNIFORM | | |
0091 616-07266 39.000 LFT | 34.00000 1326.00| |
COIR ROLL | | |
0092 621-01004 25.000 EACH | 250.00000 6250.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0093 621-01956 7410.000 LBS | 2.06000 15264.60| |
SEED MIXTURE, LEGUME, 1 | | |
0094 621-02770 4409.000 SYS | 1.26000 5555.34| |
EROSION CONTROL BLANKET | | |
0095 621-03909 6.000 LBS | 145.00000 870.00| |
SEED MIXTURE, NATIVE | | |
0096 621-06545 16.000 TON | 831.00000 13296.00| |
FERTILIZER | | |
0097 621-06557 11730.000 LBS | 1.95000 22873.50| |
SEED MIXTURE, T | | |
0098 621-06565 78.000 TON | 291.00000 22698.00| |
MULCHING MATERIAL | | |
0099 621-06567 495.000 kGAL | 1.00000 495.00| |
WATER | | |
0100 621-06574 123359.000 SYS | 3.76000 463829.84| |
SODDING | | |
0101 622-52436 3.000 EACH | 35.00000 105.00| |
SIGN, DO NOT MOW OR SPRAY | | |
0102 622-91786 16.000 EACH | 12.00000 192.00| |
SEEDLING , WILLOW STAKES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -18
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0103 622-98200 88.000 EACH | 35.00000 3080.00| |
SIGN, DO NOT DISTURB | | |
0104 628-09403 30.000 MOS | 1795.00000 53850.00| |
FIELD OFFICE, C | | |
0105 628-09408 36.000 MOS | 462.00000 16632.00| |
MOBILE LAPTOP COMPUTER SYSTEM , 2 EACH | | |
0106 628-09409 36.000 MOS | 164.00000 5904.00| |
MOBILE INTERNET SERVICE , 2 EACH | | |
0107 702-51005 5.500 CYS | 1500.00000 8250.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0108 703-51032 11657.000 LBS | 1.20000 13988.40| |
REINFORCING STEEL, EPOXY COATED | | |
0109 704-51002 59.700 CYS | 675.00000 40297.50| |
CONCRETE, C, SUPERSTRUCTURE | | |
0110 706-06347 150.000 LFT | 102.00000 15300.00| |
RAILING, CF-1 | | |
0111 708-51813 40.000 SFT | 215.00000 8600.00| |
PNEUMATICALLY PLACED MORTAR | | |
0112 708-51814 40.000 SFT | 11.00000 440.00| |
WELDED STEEL WIRE FABRIC | | |
0113 709-51821 LUMP | 2000.00000 2000.00| |
SURFACE SEAL | | |
0114 714-01366 50.000 LFT | 760.00000 38000.00| |
STRUCTURE, PRECAST, REINFORCED CONCRETE | | |
BOX SECTION, 10FT X 4FT | | |
0115 714-02677 269.000 LFT | 460.00000 123740.00| |
STRUCTURE, PRECAST, RC, BOX SECTION 4FT | | |
X 4FT | | |
0116 714-06279 689.000 LFT | 450.00000 310050.00| |
STRUCTURE, PRECAST, RC, BOX SECTION | | |
8FTX 3FT | | |
0117 714-06319 160.000 LFT | 1329.00000 212640.00| |
STRUCTURE, PRECAST, RC BOX SECTION 14FT | | |
X 5FT | | |
0118 714-26702 155.000 LFT | 460.00000 71300.00| |
STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | |
X 3FT | | |
0119 714-26703 265.000 LFT | 550.00000 145750.00| |
STRUCTURE, PRECAST, RC, BOX SECTION 6FT | | |
X 4FT | | |
0120 714-93978 73.000 LFT | 465.00000 33945.00| |
STRUCTURE, PRECAST, RC, BOX SECTION 4FT | | |
X 2FT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -19
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0121 715-03476 14.000 EACH | 915.00000 12810.00| |
SAFETY METAL END SECTION, 4:1, 24 IN | | |
0122 715-03584 2.000 EACH | 617.00000 1234.00| |
SAFETY METAL END SECTION, 4:1, 18 IN | | |
0123 715-04798 4.000 EACH | 740.00000 2960.00| |
SAFETY METAL END SECTION, 4:1, 21 IN | | |
0124 715-05048 10566.000 LFT | 6.20000 65509.20| |
PIPE, TYPE 4, CIRCULAR, 6 IN | | |
0125 715-05049 55.000 LFT | 18.55000 1020.25| |
PIPE, TYPE 4, CIRCULAR, 8 IN | | |
0126 715-05051 134.000 LFT | 24.55000 3289.70| |
PIPE, TYPE 4, CIRCULAR, 10 IN | | |
0127 715-05052 200.000 LFT | 27.35000 5470.00| |
PIPE, TYPE 4, CIRCULAR, 12 IN | | |
0128 715-05053 3529.000 LFT | 21.55000 76049.95| |
PIPE, UNDERDRAIN OUTLET, 6 IN | | |
0129 715-05122 62.000 LFT | 46.90000 2907.80| |
PIPE, TYPE 1, CIRCULAR, 21 IN | | |
0130 715-05123 543.000 LFT | 49.35000 26797.05| |
PIPE, TYPE 1, CIRCULAR, 24 IN | | |
0131 715-05149 2005.000 LFT | 29.05000 58245.25| |
PIPE, TYPE 2, CIRCULAR, 12 IN | | |
0132 715-05151 180.000 LFT | 39.50000 7110.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN | | |
0133 715-05152 548.000 LFT | 34.10000 18686.80| |
PIPE, TYPE 2, CIRCULAR, 18 IN | | |
0134 715-05153 436.000 LFT | 43.75000 19075.00| |
PIPE, TYPE 2, CIRCULAR, 21 IN | | |
0135 715-05154 422.000 LFT | 46.90000 19791.80| |
PIPE, TYPE 2, CIRCULAR, 24 IN | | |
0136 715-05154 206.000 LFT | 183.40000 37780.40| |
PIPE, TYPE 2, CIRCULAR, 24 IN , CASING | | |
0137 715-05156 1595.000 LFT | 63.20000 100804.00| |
PIPE, TYPE 2, CIRCULAR, 30 IN | | |
0138 715-05169 2822.000 LFT | 37.20000 104978.40| |
PIPE, TYPE 3, CIRCULAR, 15 IN | | |
0139 715-05171 67.000 LFT | 38.00000 2546.00| |
PIPE, TYPE 3, CIRCULAR, 18 IN | | |
0140 715-05172 234.000 LFT | 43.35000 10143.90| |
PIPE, TYPE 3, CIRCULAR, 21 IN | | |
0141 715-05173 299.000 LFT | 44.30000 13245.70| |
PIPE, TYPE 3, CIRCULAR, 24 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -20
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0142 715-05186 44.000 LFT | 96.25000 4235.00| |
PIPE, TYPE 3, CIRCULAR, 48 IN | | |
0143 715-05203 53046.000 LFT | 3.90000 206879.40| |
PIPE, TYPE 4, CIRCULAR, 4 IN | | |
0144 715-05208 70.000 LFT | 30.20000 2114.00| |
PIPE, TYPE 4, CIRCULAR, 15 IN | | |
0145 715-05209 153.000 LFT | 45.60000 6976.80| |
PIPE, TYPE 4, CIRCULAR, 18 IN | | |
0146 715-06004 2.000 EACH | 720.00000 1440.00| |
CONCRETE ANCHOR, 48 IN | | |
0147 715-08306 1044.000 TON | 107.60000 112334.40| |
HMA FOR STRUCTURE INSTALLATION, TYPE C | | |
0148 715-09760 2.000 EACH | 7180.00000 14360.00| |
GRATED BOX END SECTION 1, 4:1, 48" X 24 | | |
0149 715-09761 4.000 EACH | 10455.00000 41820.00| |
GRATED BOX END SECTION 1, 4:1, 72" X 48 | | |
0150 715-09762 6.000 EACH | 8775.00000 52650.00| |
GRATED BOX END SECTION 1, 4:1, 72" X 36 | | |
0151 715-09763 20.000 EACH | 9625.00000 192500.00| |
GRATED BOX END SECTION 1, 4:1, 96" X 36 | | |
0152 715-09767 109.000 LFT | 45.65000 4975.85| |
PIPE, TYPE 4, CIRCULAR, 20" | | |
0153 715-46005 150.000 EACH | 187.00000 28050.00| |
PIPE END SECTION, 15 IN | | |
0154 715-46015 8.000 EACH | 187.00000 1496.00| |
PIPE END SECTION, 21 IN | | |
0155 715-46020 18.000 EACH | 208.00000 3744.00| |
PIPE END SECTION, 24 IN | | |
0156 718-06526 3071.000 TON | 35.00000 107485.00| |
HMA FOR UNDERDRAINS | | |
0157 718-06531 142.000 EACH | 375.00000 53250.00| |
OUTLET PROTECTOR, 3 | | |
0158 718-06532 6500.000 LFT | 1.15000 7475.00| |
VIDEO INSPECTION FOR UNDERDRAINS | | |
0159 718-52610 1698.000 CYS | 31.40000 53317.20| |
AGGREGATE FOR UNDERDRAINS | | |
0160 718-99153 36927.000 SYS | 1.00000 36927.00| |
GEOTEXTILES FOR UNDERDRAIN | | |
0161 719-05439 400.000 LFT | 14.00000 5600.00| |
PIPE, DRAIN TILE TERMINAL SECTION, 6 IN | | |
0162 719-05440 400.000 LFT | 19.00000 7600.00| |
PIPE, DRAIN TILE TERMINAL SECTION, 8 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -21
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0163 719-05442 400.000 LFT | 23.45000 9380.00| |
PIPE, DRAIN TILE TERMINAL SECTION, 10 | | |
IN. | | |
0164 720-09768 1.000 EACH | 2050.00000 2050.00| |
CATCH BASIN TYPE HA5 | | |
0165 720-45042 4.000 EACH | 2105.00000 8420.00| |
INLET, HA5 | | |
0166 720-45235 1.000 EACH | 1890.00000 1890.00| |
CATCH BASIN, E7 | | |
0167 720-45265 1.000 EACH | 1650.00000 1650.00| |
PIPE CATCH BASIN, 15 IN | | |
0168 720-45275 1.000 EACH | 1720.00000 1720.00| |
PIPE CATCH BASIN, 24 IN | | |
0169 720-45410 26.000 EACH | 2705.00000 70330.00| |
MANHOLE, C4 | | |
0170 720-91973 11.000 EACH | 3968.00000 43648.00| |
MANHOLE, H4 | | |
0171 720-98174 12.000 EACH | 2421.00000 29052.00| |
INLET, B15 | | |
0172 720-98555 11.000 EACH | 2421.00000 26631.00| |
INLET, C15 | | |
0173 720-99416 33.000 EACH | 2562.00000 84546.00| |
CATCH BASIN, B15 | | |
0174 720-99417 14.000 EACH | 2585.00000 36190.00| |
CATCH BASIN, C15 | | |
0175 723-06660 56.000 SFT | 1360.00000 76160.00| |
WINGWALL | | |
0176 801-01093 8.000 EACH | 995.00000 7960.00| |
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0177 801-03290 2.000 EACH | 695.00000 1390.00| |
CONSTRUCTION SIGN, C | | |
0178 801-04308 20.000 EACH | 350.00000 7000.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0179 801-06207 4000.000 LFT | 0.98000 3920.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0180 801-06625 48.000 EACH | 145.00000 6960.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0181 801-06640 93.000 EACH | 295.00000 27435.00| |
CONSTRUCTION SIGN, A | | |
0182 801-06645 48.000 EACH | 120.00000 5760.00| |
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -22
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0183 801-06775 LUMP | 50000.00000 50000.00| |
MAINTAINING TRAFFIC | | |
0184 801-07118 720.000 LFT | 13.25000 9540.00| |
BARRICADE, III-A | | |
0185 802-04893 5.000 EACH | 100.00000 500.00| |
REFERENCE POST | | |
0186 802-05701 690.000 LFT | 14.50000 10005.00| |
SIGN POST, SQUARE, TYPE 1, REINFORCED | | |
ANCHOR BASE | | |
0187 802-05702 143.000 LFT | 13.00000 1859.00| |
SIGN POST, SQUARE, TYPE 2, REINFORCED | | |
ANCHOR BASE | | |
0188 802-07060 16.000 EACH | 25.00000 400.00| |
SIGN, SHEET, RELOCATE | | |
0189 802-09838 264.000 SFT | 16.00000 4224.00| |
SIGN, SHEET, WITH LEGEND 0.080" | | |
THICKNESS | | |
0190 802-09840 84.000 SFT | 17.00000 1428.00| |
SIGN, SHEET, WITH LEGEND 0.100 IN | | |
THICKNESS | | |
0191 802-09842 94.000 SFT | 22.50000 2115.00| |
SIGN, SHEET, WITH LEGEND 0.125 IN | | |
THICKNESS | | |
0192 802-76055 17.000 LFT | 13.00000 221.00| |
SIGN POST, A | | |
0193 805-01815 2.000 EACH | 2850.00000 5700.00| |
SIGNAL SUPPORT FOUNDATION, 36 IN X 144 | | |
IN | | |
0194 805-01879 1.000 EACH | 795.00000 795.00| |
SIGNAL SERVICE , INSTALL | | |
0195 805-02087 LUMP | 350.00000 350.00| |
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0196 805-78010 1.000 EACH | 1600.00000 1600.00| |
CONTROLLER AND CABINET, FLASHER, SOLID | | |
STATE | | |
0197 805-78195 8.000 EACH | 475.00000 3800.00| |
TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN RED | | |
0198 805-78415 1.000 EACH | 1725.00000 1725.00| |
SPAN, CATENARY, AND TETHER | | |
0199 805-78420 1.000 EACH | 300.00000 300.00| |
DISCONNECT HANGER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 260 -23
TABULATION OF BIDS
CALL ORDER : 260 CONTRACT ID : R -30321-A COUNTIES : HOWARD
LETTING DATE : 07/09/10 10:00 AM DISTRICT : GREENFIELD DISTRICT
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0200 805-78467 20.000 LFT | 2.50000 50.00| |
SIGNAL CABLE, 3C 8GA | | |
0201 805-78480 342.000 LFT | 1.40000 478.80| |
SIGNAL CABLE, 3C 14GA | | |
0202 805-78485 150.000 LFT | 1.50000 225.00| |
SIGNAL CABLE, 5C 14GA | | |
0203 805-81032 2.000 EACH | 4400.00000 8800.00| |
SIGNAL STRAIN POLE, STEEL, 30 FT | | |
0204 805-96632 1.000 EACH | 1500.00000 1500.00| |
TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | |
0205 808-06703 74150.000 LFT | 0.36000 26694.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0206 808-06713 156000.000 LFT | 0.13000 20280.00| |
LINE, PAINT, SOLID, WHITE, 4 IN | | |
0207 808-06714 156000.000 LFT | 0.13000 20280.00| |
LINE, PAINT, SOLID, YELLOW, 4 IN | | |
0208 808-06716 312000.000 LFT | 0.35000 109200.00| |
LINE, REMOVE | | |
0209 808-75240 8547.000 LFT | 0.39000 3333.33| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0210 808-75245 16595.000 LFT | 0.36000 5974.20| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0211 808-75297 570.000 LFT | 4.25000 2422.50| |
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0212 808-75300 871.000 LFT | 1.10000 958.10| |
TRANSVERSE MARKING, THERMOPLASTIC, | | |
CROSSWALK LINE, 6" | | |
0213 808-75320 2.000 EACH | 68.00000 136.00| |
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
0214 808-75996 583.000 EACH | 2.99000 1743.17| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0215 808-75998 583.000 EACH | 17.00000 9911.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 12,221,501.31| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 12,221,501.31| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 500 -1
VENDOR RANKING
CALL ORDER : 500 CONTRACT ID : RS-30908-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : ASPHALT RESURFACE AND BRIDGE DECK REPLACEMENT COMPLETION DATE : 11/01/11
LOCATION : ON I-70 FROM ILLINOIS/INDIANA STATE LINE TO WEST OF PROJECT(S) : 0400513
WABASH RIVER BRIDGE 0400539
0400540
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2126716 WABASH VALLEY ASPHALT CO LLC $ 5,299,821.75 100.0000%
2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 6,259,550.89 118.1087%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 500 -2
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : RS-30908-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-1618530 |( )
|WABASH VALLEY ASPHALT CO LLC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 21420.00000 21420.00| 25000.00000 25000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 4.000 EACH | 75.00000 300.00| 350.00000 1400.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 72.000 MOS | 75.00000 5400.00| 75.00000 5400.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 256866.80000 256866.80| 312977.54000 312977.54|
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 32550.00000 32550.00| 31297.75000 31297.75|
CLEARING RIGHT OF WAY | | |
0013 202-02189 2.000 EACH | 550.00000 1100.00| 500.00000 1000.00|
BRIDGE IDENTIFICATION MARKERS, REMOVE | | |
AND RESET | | |
0014 202-02240 395.200 SYS | 15.30000 6046.56| 35.00000 13832.00|
PAVEMENT REMOVAL | | |
0015 202-51328 LUMP | 87550.00000 87550.00| 195000.00000 195000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
BRIDGE NO 1 | | |
0016 202-51328 LUMP | 87550.00000 87550.00| 215000.00000 215000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
BRIDGE NO 2 | | |
0017 202-51368 102.000 SYS | 17.51000 1786.02| 45.00000 4590.00|
SLOPEWALL, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 500 -3
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : RS-30908-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-1618530 |( )
|WABASH VALLEY ASPHALT CO LLC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-86946 3.000 EACH | 200.00000 600.00| 300.00000 900.00|
HANDHOLE, REMOVE | | |
0019 202-90277 4.000 EACH | 200.00000 800.00| 300.00000 1200.00|
DETECTOR HOUSING, REMOVE | | |
0020 202-91385 4.000 EACH | 288.40000 1153.60| 500.00000 2000.00|
INLET, REMOVE | | |
0021 202-96022 1.000 EACH | 200.00000 200.00| 1500.00000 1500.00|
CONCRETE FOUNDATION, REMOVE | | |
0022 203-02000 188.000 CYS | 51.50000 9682.00| 25.00000 4700.00|
EXCAVATION, COMMON | | |
0023 203-02070 3016.000 CYS | 16.48000 49703.68| 25.00000 75400.00|
BORROW | | |
0024 205-06932 116.000 LFT | 16.38000 1900.08| 15.90000 1844.40|
TEMPORARY CHECK DAM, STRAW BALES | | |
0025 205-06933 6.000 EACH | 154.50000 927.00| 150.00000 900.00|
TEMPORARY DITCH INLET PROTECTION | | |
0026 205-06937 790.000 LFT | 2.53000 1998.70| 1.96000 1548.40|
TEMPORARY SILT FENCE | | |
0027 206-51230 506.000 CYS | 23.69000 11987.14| 40.00000 20240.00|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0028 206-51235 LUMP | 2100.00000 2100.00| 25000.00000 25000.00|
COFFERDAM | | |
0029 206-93520 1200.000 SFT | 2.06000 2472.00| 25.00000 30000.00|
TEMPORARY SHEET PILING | | |
0030 207-08263 17198.500 SYS | 5.97000 102675.05| 20.00000 343970.00|
SUBGRADE TREATMENT, TYPE IA | | |
0031 211-06467 80.580 CYS | 72.10000 5809.82| 90.00000 7252.20|
AGGREGATE FOR END BENT BACKFILL | | |
0032 302-07455 350.000 CYS | 73.50000 25725.00| 50.00000 17500.00|
DENSE GRADED SUBBASE | | |
0033 303-01180 266.700 TON | 38.59000 10291.95| 30.00000 8001.00|
COMPACTED AGGREGATE, NO. 53 | | |
0034 304-07783 500.000 TON | 152.93000 76465.00| 124.33000 62165.00|
HMA PATCHING, TYPE D | | |
0035 306-08033 146599.000 SYS | 1.14000 167122.86| 1.00000 146599.00|
MILLING, ASPHALT, 1 IN | | |
0036 306-08034 29491.000 SYS | 1.47000 43351.77| 1.00000 29491.00|
MILLING, ASPHALT, 1 1/2 IN | | |
0037 306-08042 2627.000 SYS | 1.64000 4308.28| 2.00000 5254.00|
MILLING, SCARIFICATION/PROFILE | | |
0038 306-08043 1734.000 SYS | 1.62000 2809.08| 2.00000 3468.00|
MILLING, TRANSITION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 500 -4
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : RS-30908-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-1618530 |( )
|WABASH VALLEY ASPHALT CO LLC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 306-08432 853.000 SYS | 1.75000 1492.75| 2.00000 1706.00|
MILLING, APPROACH | | |
0040 401-06264 LUMP | 4046.59000 4046.59| 10000.00000 10000.00|
PROFILOGRAPH, HMA | | |
0041 401-07337 14905.100 TON | 86.45000 1288545.90| 77.00000 1147692.70|
QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | |
0042 401-07369 277.200 TON | 92.80000 25724.16| 64.00000 17740.80|
QC/QA-HMA, 5, 76, INTERMEDIATE, 9.5 mm | | |
0043 401-07410 526.400 TON | 61.16000 32194.62| 57.00000 30004.80|
QC/QA-HMA, 5, 64, BASE, 25.0 mm | | |
0044 402-07434 1219.800 TON | 65.54000 79945.69| 62.00000 75627.60|
HMA SURFACE, TYPE C | | |
0045 402-07439 2035.400 TON | 48.38000 98472.65| 52.00000 105840.80|
HMA INTERMEDIATE, TYPE C | | |
0046 402-07442 7766.000 TON | 40.10000 311416.60| 50.00000 388300.00|
HMA BASE, TYPE C | | |
0047 404-05511 61800.000 SYS | 0.63000 38934.00| 1.20000 74160.00|
SEAL COAT, 2 | | |
0048 406-05520 44.680 TON | 500.00000 22340.00| 500.00000 22340.00|
ASPHALT FOR TACK COAT | | |
0049 503-05310 96.000 LFT | 38.80000 3724.80| 100.00000 9600.00|
TERMINAL JOINT | | |
0050 601-01522 6.000 EACH | 2163.00000 12978.00| 2100.00000 12600.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0051 601-02241 1809.000 LFT | 3.09000 5589.81| 3.00000 5427.00|
GUARDRAIL, REMOVE | | |
0052 601-94690 2.000 EACH | 4120.00000 8240.00| 4000.00000 8000.00|
GUARDRAIL END TREATMENT, MS | | |
0053 601-99105 662.500 LFT | 17.51000 11600.38| 17.00000 11262.50|
GUARDRAIL, W BEAM, 6 FT 3 IN SPACING | | |
0054 601-99108 500.000 LFT | 24.46000 12230.00| 23.75000 11875.00|
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT 3 | | |
IN SPACING | | |
0055 601-99132 4.000 EACH | 72.10000 288.40| 70.00000 280.00|
GUARDRAIL TRANSITION, VH, 6FT-3 IN | | |
SPACING | | |
0056 602-06729 28.000 EACH | 10.50000 294.00| 15.00000 420.00|
BARRIER DELINEATOR | | |
0057 605-02278 72.000 LFT | 16.80000 1209.60| 30.00000 2160.00|
CURB, CONCRETE, REMOVE | | |
0058 609-06259 395.200 SYS | 93.60000 36990.72| 100.00000 39520.00|
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 500 -5
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : RS-30908-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-1618530 |( )
|WABASH VALLEY ASPHALT CO LLC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 610-07487 70.000 TON | 120.85000 8459.50| 85.00000 5950.00|
HMA FOR APPROACHES, TYPE B | | |
0060 616-02320 4520.900 SYS | 1.26000 5696.33| 2.50000 11302.25|
GEOTEXTILES | | |
0061 616-06405 1764.700 TON | 26.00000 45882.20| 30.00000 52941.00|
RIPRAP, REVETMENT | | |
0062 616-51367 102.000 SYS | 159.65000 16284.30| 200.00000 20400.00|
SLOPEWALL, CONCRETE, 4 IN | | |
0063 619-09434 15979.200 SFT | 3.75000 59922.00| 1.29000 20613.17|
PAINT STEEL BRIDGE, TYPE 1 | | |
0064 621-01004 3.000 EACH | 1030.00000 3090.00| 1000.00000 3000.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0065 621-06545 0.250 TON | 2220.68000 555.17| 2156.00000 539.00|
FERTILIZER | | |
0066 621-06553 106.570 LBS | 6.16000 656.47| 5.98000 637.29|
SEED MIXTURE, R | | |
0067 621-06557 11.470 LBS | 43.26000 496.19| 42.00000 481.74|
SEED MIXTURE, T | | |
0068 621-06565 1.400 TON | 776.62000 1087.27| 754.00000 1055.60|
MULCHING MATERIAL | | |
0069 621-06567 0.430 kGAL | 20.60000 8.86| 20.00000 8.60|
WATER | | |
0070 621-06574 107.000 SYS | 21.01000 2248.07| 20.40000 2182.80|
SODDING | | |
0071 628-09402 18.000 MOS | 1575.00000 28350.00| 3750.00000 67500.00|
FIELD OFFICE, B | | |
0072 628-09407 18.000 MOS | 225.00000 4050.00| 250.00000 4500.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , ONE EACH | | |
0073 701-09662 3746.000 LFT | 57.20000 214271.20| 80.00000 299680.00|
PILE, STEEL PIPE, 0.250 IN, 14 IN | | |
0074 702-51005 248.900 CYS | 958.80000 238645.32| 1000.00000 248900.00|
CONCRETE, A, SUBSTRUCTURE | | |
0075 702-51015 97.000 CYS | 370.80000 35967.60| 500.00000 48500.00|
CONCRETE, B, FOOTINGS | | |
0076 702-51863 775.000 EACH | 7.72000 5983.00| 15.00000 11625.00|
FIELD DRILLED HOLE IN CONCRETE | | |
0077 703-06028 17333.000 LBS | 0.86000 14906.38| 1.00000 17333.00|
REINFORCING BARS | | |
0078 703-06029 151280.000 LBS | 0.90000 136152.00| 1.10000 166408.00|
REINFORCING BARS, EPOXY COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 500 -6
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : RS-30908-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-1618530 |( )
|WABASH VALLEY ASPHALT CO LLC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 704-51002 498.800 CYS | 679.80000 339084.24| 550.00000 274340.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0080 706-08624 8.000 EACH | 1543.50000 12348.00| 2500.00000 20000.00|
CONCRETE BRIDGE RAILING TRANSITION, TPB | | |
0081 706-51020 89.320 CYS | 453.18000 40478.04| 320.00000 28582.40|
CONCRETE, C, RAILING | | |
0082 709-51821 LUMP | 5569.73000 5569.73| 5930.00000 5930.00|
SURFACE SEAL , BRIDGE NO 1 | | |
0083 709-51821 LUMP | 5623.80000 5623.80| 5930.00000 5930.00|
SURFACE SEAL , BRIDGE NO 2 | | |
0084 711-51035 40454.000 LBS | 4.12000 166670.48| 9.00000 364086.00|
STRUCTURAL STEEL | | |
0085 711-51864 500.000 EACH | 31.55000 15775.00| 29.17000 14585.00|
DRILLED HOLE | | |
0086 711-51877 LUMP | 27810.00000 27810.00| 50000.00000 50000.00|
JACKING AND SUPPORTING BEAMS , BRIDGE | | |
NO 1 | | |
0087 711-51877 LUMP | 27810.00000 27810.00| 50000.00000 50000.00|
JACKING AND SUPPORTING BEAMS , BRIDGE | | |
NO 2 | | |
0088 711-96800 4788.000 EACH | 3.85000 18433.80| 3.56000 17045.28|
STUD SHEAR CONNECTORS | | |
0089 715-04809 418.000 LFT | 4.23000 1768.14| 45.00000 18810.00|
PIPE, PVC, 3 IN. | | |
0090 715-05407 200.000 LFT | 15.45000 3090.00| 30.00000 6000.00|
PIPE, END BENT DRAIN, 6 IN | | |
0091 726-95870 32.000 EACH | 787.50000 25200.00| 1000.00000 32000.00|
BEARING ASSEMBLY, PTFE | | |
0092 801-01093 10.000 EACH | 1236.00000 12360.00| 1850.00000 18500.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0093 801-03290 12.000 EACH | 178.50000 2142.00| 230.00000 2760.00|
CONSTRUCTION SIGN, C | | |
0094 801-04153 1.000 EACH | 62602.43000 62602.43| 5000.00000 5000.00|
TEMPORARY CROSSOVER, TYPE REFURBISH | | |
0095 801-04308 1.000 EACH | 1224.00000 1224.00| 400.00000 400.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0096 801-06203 5962.000 LFT | 0.75000 4471.50| 0.50000 2981.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0097 801-06207 106232.000 LFT | 0.76000 80736.32| 0.90000 95608.80|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 500 -7
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : RS-30908-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-1618530 |( )
|WABASH VALLEY ASPHALT CO LLC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0098 801-06469 4990.000 LFT | 1.63000 8133.70| 1.80000 8982.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN | | |
0099 801-06640 63.000 EACH | 154.50000 9733.50| 199.00000 12537.00|
CONSTRUCTION SIGN, A | | |
0100 801-06645 8.000 EACH | 78.00000 624.00| 45.00000 360.00|
CONSTRUCTION SIGN, B | | |
0101 801-06710 560.000 DAY | 10.20000 5712.00| 10.00000 5600.00|
FLASHING ARROW SIGN | | |
0102 801-06775 LUMP | 69696.20000 69696.20| 100000.00000 100000.00|
MAINTAINING TRAFFIC | | |
0103 801-07118 44.000 LFT | 25.50000 1122.00| 15.00000 660.00|
BARRICADE, III-A | | |
0104 801-07119 56.000 LFT | 30.90000 1730.40| 15.00000 840.00|
BARRICADE, III-B | | |
0105 801-07606 650.000 LFT | 31.93000 20754.50| 30.00000 19500.00|
TEMPORARY CROSSOVER DRAINAGE PIPE | | |
0106 801-08507 7855.000 LFT | 26.74000 210042.70| 40.00000 314200.00|
TEMP TRAFFIC BARRIER, TYPE 1, ANCHORED | | |
0107 801-09133 6.000 EACH | 4680.00000 28080.00| 12908.00000 77448.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0108 801-52817 1.000 EACH | 135594.23000 135594.23| 30000.00000 30000.00|
TEMPORARY CROSSOVER, B | | |
0109 808-03631 2688.000 LFT | 0.71000 1908.48| 0.68000 1827.84|
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0110 808-03632 2688.000 LFT | 0.71000 1908.48| 0.68000 1827.84|
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0111 808-06702 14256.000 LFT | 0.41000 5844.96| 0.35000 4989.60|
LINE, THERMOPLASTIC, BROKEN, WHITE, 5 I | | |
0112 808-06703 64825.000 LFT | 0.31000 20095.75| 0.33000 21392.25|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0113 808-06716 20607.000 LFT | 0.35000 7212.45| 0.34000 7006.38|
LINE, REMOVE | | |
0114 808-74811 488.000 LFT | 0.82000 400.16| 0.75000 366.00|
LINE, EPOXY, BROKEN, WHITE, 5 IN | | |
0115 808-75245 70872.000 LFT | 0.31000 21970.32| 0.33000 23387.76|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0116 808-75297 107.000 LFT | 5.20000 556.40| 5.00000 535.00|
TRANSVERSE MARKING, THERMOPLASTIC, STOP | | |
LINE, 24 IN. | | |
0117 808-75320 2.000 EACH | 104.00000 208.00| 100.00000 200.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 500 -8
TABULATION OF BIDS
CALL ORDER : 500 CONTRACT ID : RS-30908-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-1618530 |( )
|WABASH VALLEY ASPHALT CO LLC |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0118 808-75996 932.000 EACH | 7.22000 6729.04| 15.00000 13980.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0119 808-75998 932.000 EACH | 19.79000 18444.28| 19.40000 18080.80|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0120 211-09265 512.000 CYS | 55.65000 28492.80| 60.00000 30720.00|
STRUCTURAL BACKFILL, TYPE 2 | | |
SECTION TOTALS | $ 5,299,821.75| $ 6,259,550.89| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,299,821.75| $ 6,259,550.89| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 680 -1
VENDOR RANKING
CALL ORDER : 680 CONTRACT ID : B -31115-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
DESCRIPTION : BRIDGE DECK OVERLAY COMPLETION DATE : 08/15/11
LOCATION : ON I-70 OVER 7TH ST, SIDENBENDER RD, CSX RAILROAD, 2.09, 1.4 PROJECT(S) : 0710657
,.57, AND 0.338 MILES EAST OF US 41 0710658
0710660
OTHERS
SITE NUMBER: 01 ROAD USER COST PER DAY: $6000
SITE NUMBER: 02 ROAD USER COST PER DAY: $6000
--------------------------------------------------------------------------------------------------------------------------
PLUS ITEM TOTAL % OVER
RANK VENDOR NO./NAME TIME: BID BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 38-1456833 C A HULL COMPANY INC $ 5,197,598.16 100.0000%
2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 5,496,663.52 117.2209%
3 38-3806996 HIS CONSTRUCTORS INC $ 5,739,000.00 127.3997%
4 61-1023045 FAULKNER CONSTRUCTION LLC $ 6,744,390.51 131.2085%
5 35-1917625 MILESTONE CONTRACTORS LP $ 6,317,460.00 133.3220%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 680 -2
TABULATION OF BIDS
CALL ORDER : 680 CONTRACT ID : B -31115-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 38-1456833 |( 2 ) 35-1618530 |( 3 ) 38-3806996
|C A HULL COMPANY INC |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE DECK OVERLAY
| | |
0001 105-06845 LUMP | 35000.00000 35000.00| 21000.00000 21000.00| 26960.00000 26960.00
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| 350.00000 700.00| 185.00000 370.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 36.000 MOS | 200.00000 7200.00| 75.00000 2700.00| 94.00000 3384.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 250000.00000 250000.00| 274833.17000 274833.17| 252803.89000 252803.89
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-01066 5688.280 SYS | 30.00000 170648.40| 28.00000 159271.84| 40.00000 227531.20
HYDRO DEMOLITION | | |
0013 202-02189 8.000 EACH | 400.00000 3200.00| 1000.00000 8000.00| 110.00000 880.00
BRIDGE IDENTIFICATION MARKERS, REMOVE | | |
AND RESET | | |
0014 202-02240 2822.720 SYS | 10.00000 28227.20| 20.00000 56454.40| 90.00000 254044.80
PAVEMENT REMOVAL | | |
0015 202-51133 2592.660 LFT | 8.00000 20741.28| 1.00000 2592.66| 14.80000 38371.37
RAILING, REMOVE | | |
0016 202-51328 LUMP | 115000.00000 115000.00| 95000.00000 95000.00| 44900.00000 44900.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 1 | | |
0017 202-51328 LUMP | 115000.00000 115000.00| 90000.00000 90000.00| 44700.00000 44700.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 680 -3
TABULATION OF BIDS
CALL ORDER : 680 CONTRACT ID : B -31115-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 38-1456833 |( 2 ) 35-1618530 |( 3 ) 38-3806996
|C A HULL COMPANY INC |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-51328 LUMP | 115000.00000 115000.00| 100000.00000 100000.00| 45300.00000 45300.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 3 | | |
0019 202-51328 LUMP | 115000.00000 115000.00| 90000.00000 90000.00| 50300.00000 50300.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 4 | | |
0020 202-51328 LUMP | 115000.00000 115000.00| 90000.00000 90000.00| 44900.00000 44900.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 5 | | |
0021 202-51328 LUMP | 115000.00000 115000.00| 100000.00000 100000.00| 45300.00000 45300.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 6 | | |
0022 202-51328 LUMP | 100000.00000 100000.00| 90000.00000 90000.00| 44700.00000 44700.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 7 | | |
0023 202-51328 LUMP | 100000.00000 100000.00| 95000.00000 95000.00| 44900.00000 44900.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 8 | | |
0024 202-51822 5688.280 SYS | 6.00000 34129.68| 6.00000 34129.68| 12.00000 68259.36
BRIDGE DECK OVERLAY, REMOVE | | |
0025 202-62420 2592.660 LFT | 185.00000 479642.10| 1.00000 2592.66| 48.00000 124447.68
BRIDGE RAILING, REMOVE | | |
0026 203-02000 3510.730 CYS | 12.00000 42128.76| 15.00000 52660.95| 31.00000 108832.63
EXCAVATION, COMMON | | |
0027 205-02237 14.000 EACH | 150.00000 2100.00| 75.00000 1050.00| 104.00000 1456.00
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0028 205-06933 10.000 EACH | 150.00000 1500.00| 125.00000 1250.00| 110.00000 1100.00
TEMPORARY DITCH INLET PROTECTION | | |
0029 205-06937 10330.000 LFT | 0.85000 8780.50| 1.78000 18387.40| 1.00000 10330.00
TEMPORARY SILT FENCE | | |
0030 207-08263 10108.010 SYS | 22.00000 222376.22| 31.00000 313348.31| 25.00000 252700.25
SUBGRADE TREATMENT, TYPE IA | | |
0031 213-09269 12.000 CYS | 100.00000 1200.00| 150.00000 1800.00| 71.00000 852.00
FLOWABLE BACKFILL, NON-REMOVABLE | | |
0032 301-07448 240.000 TON | 40.00000 9600.00| 40.00000 9600.00| 67.00000 16080.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0033 302-06464 128.000 CYS | 85.00000 10880.00| 90.00000 11520.00| 90.00000 11520.00
SUBBASE FOR PCCP | | |
0034 302-07455 370.300 CYS | 48.00000 17774.40| 90.00000 33327.00| 67.00000 24810.10
DENSE GRADED SUBBASE | | |
0035 306-08034 10266.000 SYS | 2.00000 20532.00| 3.50000 35931.00| 2.30000 23611.80
MILLING, ASPHALT, 1 1/2 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 680 -4
TABULATION OF BIDS
CALL ORDER : 680 CONTRACT ID : B -31115-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 38-1456833 |( 2 ) 35-1618530 |( 3 ) 38-3806996
|C A HULL COMPANY INC |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 306-08043 4213.690 SYS | 4.50000 18961.61| 4.00000 16854.76| 2.40000 10112.86
MILLING, TRANSITION | | |
0037 402-07434 2402.000 TON | 90.17000 216588.34| 74.00000 177748.00| 78.00000 187356.00
HMA SURFACE, TYPE C | | |
0038 402-07439 1357.500 TON | 59.03000 80133.23| 66.00000 89595.00| 70.00000 95025.00
HMA INTERMEDIATE, TYPE C | | |
0039 402-07442 5159.510 TON | 49.62000 256014.89| 56.00000 288932.56| 60.00000 309570.60
HMA BASE, TYPE C | | |
0040 406-05521 33672.000 SYS | 0.13000 4377.36| 0.10000 3367.20| 0.20000 6734.40
ASPHALT FOR TACK COAT | | |
0041 502-06332 640.000 SYS | 75.00000 48000.00| 125.00000 80000.00| 200.00000 128000.00
PCCP, 15 IN | | |
0042 503-05310 384.000 LFT | 125.00000 48000.00| 200.00000 76800.00| 250.00000 96000.00
TERMINAL JOINT | | |
0043 601-01522 24.000 EACH | 1950.00000 46800.00| 1950.00000 46800.00| 2000.00000 48000.00
GUARDRAIL TRANSITION TYPE TGB | | |
0044 601-02241 2000.000 LFT | 4.40000 8800.00| 4.40000 8800.00| 4.50000 9000.00
GUARDRAIL, REMOVE | | |
0045 601-99132 24.000 EACH | 75.00000 1800.00| 75.00000 1800.00| 80.00000 1920.00
GUARDRAIL TRANSITION, VH, 6FT-3 IN | | |
SPACING | | |
0046 602-06729 88.000 EACH | 10.00000 880.00| 14.00000 1232.00| 8.50000 748.00
BARRIER DELINEATOR | | |
0047 605-06090 154.080 LFT | 10.00000 1540.80| 35.00000 5392.80| 85.00000 13096.80
CURB, INTEGRAL, CONCRETE | | |
0048 609-06263 2220.000 SYS | 80.00000 177600.00| 100.00000 222000.00| 90.00000 199800.00
REINFORCED CONCRETE BRIDGE APPROACH, 15 | | |
IN | | |
0049 616-02320 856.000 SYS | 1.25000 1070.00| 4.00000 3424.00| 7.40000 6334.40
GEOTEXTILES | | |
0050 616-06405 779.000 TON | 55.00000 42845.00| 30.00000 23370.00| 37.00000 28823.00
RIPRAP, REVETMENT | | |
0051 619-09429 55517.000 SFT | 1.60000 88827.20| 1.60000 88827.20| 1.70000 94378.90
CLEAN STEEL BRIDGE, PARTIAL TYPE 1, QP- | | |
0052 619-09437 55517.000 SFT | 0.80000 44413.60| 0.80000 44413.60| 0.90000 49965.30
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | |
0053 628-09402 18.000 MOS | 1500.00000 27000.00| 3000.00000 54000.00| 2400.00000 43200.00
FIELD OFFICE, B | | |
0054 628-09407 18.000 MOS | 55.00000 990.00| 300.00000 5400.00| 270.00000 4860.00
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0055 703-06029 175514.000 LBS | 0.95000 166738.30| 1.00000 175514.00| 0.90000 157962.60
REINFORCING BARS, EPOXY COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 680 -5
TABULATION OF BIDS
CALL ORDER : 680 CONTRACT ID : B -31115-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 38-1456833 |( 2 ) 35-1618530 |( 3 ) 38-3806996
|C A HULL COMPANY INC |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 703-97936 1164.000 EACH | 22.00000 25608.00| 25.00000 29100.00| 12.00000 13968.00
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0057 704-51002 89.920 CYS | 1000.00000 89920.00| 1500.00000 134880.00| 1775.00000 159608.00
CONCRETE, C, SUPERSTRUCTURE | | |
0058 706-05734 4.000 EACH | 1650.00000 6600.00| 2500.00000 10000.00| 2800.00000 11200.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0059 706-08312 2564.720 LFT | 120.00000 307766.40| 135.00000 346237.20| 120.00000 307766.40
RAILING, TF-2 | | |
0060 706-08624 32.000 EACH | 1350.00000 43200.00| 3500.00000 112000.00| 2800.00000 89600.00
CONCRETE BRIDGE RAILING TRANSITION, TPB | | |
0061 706-51020 244.200 CYS | 450.00000 109890.00| 500.00000 122100.00| 1100.00000 268620.00
CONCRETE, C, RAILING | | |
0062 709-51821 LUMP | 2400.00000 2400.00| 1674.00000 1674.00| 2600.00000 2600.00
SURFACE SEAL , STR. NO. 1 | | |
0063 709-51821 LUMP | 2800.00000 2800.00| 2120.40000 2120.40| 2900.00000 2900.00
SURFACE SEAL , STR. NO. 2 | | |
0064 709-51821 LUMP | 2880.00000 2880.00| 2120.40000 2120.40| 3000.00000 3000.00
SURFACE SEAL , STR. NO. 3 | | |
0065 709-51821 LUMP | 2240.00000 2240.00| 1506.60000 1506.60| 2400.00000 2400.00
SURFACE SEAL , STR. NO. 4 | | |
0066 709-51821 LUMP | 2240.00000 2240.00| 1506.60000 1506.60| 2400.00000 2400.00
SURFACE SEAL , STR. NO. 5 | | |
0067 709-51821 LUMP | 2880.00000 2880.00| 2120.40000 2120.40| 3000.00000 3000.00
SURFACE SEAL , STR. NO. 6 | | |
0068 709-51821 LUMP | 2800.00000 2800.00| 2120.40000 2120.40| 2900.00000 2900.00
SURFACE SEAL , STR. NO. 7 | | |
0069 709-51821 LUMP | 2400.00000 2400.00| 1674.00000 1674.00| 2600.00000 2600.00
SURFACE SEAL , STR. NO. 8 | | |
0070 711-04702 384.000 IN | 55.00000 21120.00| 225.00000 86400.00| 14.00000 5376.00
PEEN WELD | | |
0073 720-44000 14.000 EACH | 600.00000 8400.00| 1000.00000 14000.00| 500.00000 7000.00
CASTING, ADJUST TO GRADE | | |
0074 722-51401 2440.000 SFT | 40.00000 97600.00| 20.00000 48800.00| 34.00000 82960.00
BRIDGE DECK PATCHING, FULL DEPTH | | |
0075 722-51842 5627.350 SYS | 50.00000 281367.50| 90.00000 506461.50| 74.00000 416423.90
BRIDGE DECK OVERLAY | | |
0076 722-51846 176.630 CYS | 330.00000 58287.90| 330.00000 58287.90| 330.00000 58287.90
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0077 722-60824 5688.280 SYS | 6.00000 34129.68| 4.00000 22753.12| 4.50000 25597.26
SURFACE MILLING | | |
0078 724-51925 789.300 LFT | 230.00000 181539.00| 190.00000 149967.00| 190.00000 149967.00
STRUCTURAL EXPANSION JOINT, SS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 680 -6
TABULATION OF BIDS
CALL ORDER : 680 CONTRACT ID : B -31115-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 1 ) 38-1456833 |( 2 ) 35-1618530 |( 3 ) 38-3806996
|C A HULL COMPANY INC |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 801-01093 8.000 EACH | 995.00000 7960.00| 995.00000 7960.00| 1800.00000 14400.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0080 801-03290 4.000 EACH | 245.00000 980.00| 245.00000 980.00| 270.00000 1080.00
CONSTRUCTION SIGN, C | | |
0081 801-06207 94604.000 LFT | 0.93000 87981.72| 0.93000 87981.72| 1.00000 94604.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0082 801-06640 83.000 EACH | 195.00000 16185.00| 195.00000 16185.00| 190.00000 15770.00
CONSTRUCTION SIGN, A | | |
0083 801-06645 29.000 EACH | 89.00000 2581.00| 89.00000 2581.00| 78.00000 2262.00
CONSTRUCTION SIGN, B | | |
0084 801-06710 720.000 DAY | 10.00000 7200.00| 10.00000 7200.00| 12.50000 9000.00
FLASHING ARROW SIGN | | |
0085 801-06775 LUMP | 8995.00000 8995.00| 165000.00000 165000.00| 154900.00000 154900.00
MAINTAINING TRAFFIC | | |
0086 801-08507 8140.000 LFT | 22.00000 179080.00| 35.00000 284900.00| 58.00000 472120.00
TEMP TRAFFIC BARRIER, TYPE 1, ANCHORED | | |
0087 801-09133 4.000 EACH | 8500.00000 34000.00| 8500.00000 34000.00| 9100.00000 36400.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0088 808-03631 12286.000 LFT | 0.25000 3071.50| 0.25000 3071.50| 0.20000 2457.20
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0089 808-03632 12286.000 LFT | 0.25000 3071.50| 0.25000 3071.50| 0.20000 2457.20
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0090 808-06716 20978.000 LFT | 0.28000 5873.84| 0.28000 5873.84| 0.30000 6293.40
LINE, REMOVE | | |
0091 808-74811 5509.000 LFT | 0.25000 1377.25| 0.25000 1377.25| 0.20000 1101.80
LINE, EPOXY, BROKEN, WHITE, 5 IN | | |
0092 808-75996 20.000 EACH | 15.00000 300.00| 40.00000 800.00| 6.00000 120.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0093 808-75998 29.000 EACH | 125.00000 3625.00| 125.00000 3625.00| 100.00000 2900.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0094 711-09931 48.000 IN | 250.00000 12000.00| 225.00000 10800.00| 15.00000 720.00
REPAIR WELDS | | |
SECTION TOTALS | $ 5,197,598.16| $ 5,496,663.52| $ 5,739,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,197,598.16| $ 5,496,663.52| $ 5,739,000.00
====================================================================================================================================
COST PLUS TIME TOTALS | $ 5,917,598.16| $ 6,936,663.52 | $ 7,539,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 680 -7
TABULATION OF BIDS
CALL ORDER : 680 CONTRACT ID : B -31115-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 61-1023045 |( 5 ) 35-1917625 |( )
|FAULKNER CONSTRUCTION LLC |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE DECK OVERLAY
| | |
0001 105-06845 LUMP | 15000.00000 15000.00| 40500.00000 40500.00|
CONSTRUCTION ENGINEERING | | |
0002 105-08520 2.000 EACH | 100.00000 200.00| 150.00000 300.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 36.000 MOS | 100.00000 3600.00| 100.00000 3600.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0010 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | |
0011 110-01001 LUMP | 321161.45340 321161.45| 312000.00000 312000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-01066 5688.280 SYS | 23.20000 131968.10| 30.00000 170648.40|
HYDRO DEMOLITION | | |
0013 202-02189 8.000 EACH | 200.00000 1600.00| 263.00000 2104.00|
BRIDGE IDENTIFICATION MARKERS, REMOVE | | |
AND RESET | | |
0014 202-02240 2822.720 SYS | 11.20000 31614.46| 25.00000 70568.00|
PAVEMENT REMOVAL | | |
0015 202-51133 2592.660 LFT | 2.00000 5185.32| 7.00000 18148.62|
RAILING, REMOVE | | |
0016 202-51328 LUMP | 185493.75000 185493.75| 90000.00000 90000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 1 | | |
0017 202-51328 LUMP | 185493.75000 185493.75| 90000.00000 90000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 2 | | |
0018 202-51328 LUMP | 185493.75000 185493.75| 90000.00000 90000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 3 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 680 -8
TABULATION OF BIDS
CALL ORDER : 680 CONTRACT ID : B -31115-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 61-1023045 |( 5 ) 35-1917625 |( )
|FAULKNER CONSTRUCTION LLC |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-51328 LUMP | 185493.75000 185493.75| 90000.00000 90000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 4 | | |
0020 202-51328 LUMP | 90493.75000 90493.75| 90000.00000 90000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 5 | | |
0021 202-51328 LUMP | 90493.75000 90493.75| 90000.00000 90000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 6 | | |
0022 202-51328 LUMP | 90493.75000 90493.75| 90000.00000 90000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 7 | | |
0023 202-51328 LUMP | 90493.75000 90493.75| 90000.00000 90000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
STR. NO. 8 | | |
0024 202-51822 5688.280 SYS | 12.36000 70307.14| 12.50000 71103.50|
BRIDGE DECK OVERLAY, REMOVE | | |
0025 202-62420 2592.660 LFT | 112.43000 291492.76| 60.00000 155559.60|
BRIDGE RAILING, REMOVE | | |
0026 203-02000 3510.730 CYS | 87.16000 305995.23| 40.00000 140429.20|
EXCAVATION, COMMON | | |
0027 205-02237 14.000 EACH | 98.00000 1372.00| 100.00000 1400.00|
TEMPORARY EROSION & SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0028 205-06933 10.000 EACH | 103.00000 1030.00| 105.00000 1050.00|
TEMPORARY DITCH INLET PROTECTION | | |
0029 205-06937 10330.000 LFT | 0.96000 9916.80| 1.30000 13429.00|
TEMPORARY SILT FENCE | | |
0030 207-08263 10108.010 SYS | 10.97000 110884.87| 23.00000 232484.23|
SUBGRADE TREATMENT, TYPE IA | | |
0031 213-09269 12.000 CYS | 110.00000 1320.00| 150.00000 1800.00|
FLOWABLE BACKFILL, NON-REMOVABLE | | |
0032 301-07448 240.000 TON | 23.00000 5520.00| 55.00000 13200.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0033 302-06464 128.000 CYS | 40.00000 5120.00| 160.00000 20480.00|
SUBBASE FOR PCCP | | |
0034 302-07455 370.300 CYS | 35.00000 12960.50| 150.00000 55545.00|
DENSE GRADED SUBBASE | | |
0035 306-08034 10266.000 SYS | 2.30000 23611.80| 4.00000 41064.00|
MILLING, ASPHALT, 1 1/2 IN | | |
0036 306-08043 4213.690 SYS | 2.50000 10534.23| 5.00000 21068.45|
MILLING, TRANSITION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 680 -9
TABULATION OF BIDS
CALL ORDER : 680 CONTRACT ID : B -31115-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 61-1023045 |( 5 ) 35-1917625 |( )
|FAULKNER CONSTRUCTION LLC |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 402-07434 2402.000 TON | 100.17000 240608.34| 91.00000 218582.00|
HMA SURFACE, TYPE C | | |
0038 402-07439 1357.500 TON | 70.00000 95025.00| 62.00000 84165.00|
HMA INTERMEDIATE, TYPE C | | |
0039 402-07442 5159.510 TON | 62.37000 321798.64| 52.25000 269584.40|
HMA BASE, TYPE C | | |
0040 406-05521 33672.000 SYS | 0.13000 4377.36| 0.15000 5050.80|
ASPHALT FOR TACK COAT | | |
0041 502-06332 640.000 SYS | 299.99000 191993.60| 185.00000 118400.00|
PCCP, 15 IN | | |
0042 503-05310 384.000 LFT | 238.46000 91568.64| 185.00000 71040.00|
TERMINAL JOINT | | |
0043 601-01522 24.000 EACH | 1950.00000 46800.00| 2300.00000 55200.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0044 601-02241 2000.000 LFT | 4.40000 8800.00| 4.00000 8000.00|
GUARDRAIL, REMOVE | | |
0045 601-99132 24.000 EACH | 75.00000 1800.00| 160.00000 3840.00|
GUARDRAIL TRANSITION, VH, 6FT-3 IN | | |
SPACING | | |
0046 602-06729 88.000 EACH | 10.00000 880.00| 15.00000 1320.00|
BARRIER DELINEATOR | | |
0047 605-06090 154.080 LFT | 18.00000 2773.44| 100.00000 15408.00|
CURB, INTEGRAL, CONCRETE | | |
0048 609-06263 2220.000 SYS | 102.06000 226573.20| 170.00000 377400.00|
REINFORCED CONCRETE BRIDGE APPROACH, 15 | | |
IN | | |
0049 616-02320 856.000 SYS | 2.00000 1712.00| 2.00000 1712.00|
GEOTEXTILES | | |
0050 616-06405 779.000 TON | 26.00000 20254.00| 90.00000 70110.00|
RIPRAP, REVETMENT | | |
0051 619-09429 55517.000 SFT | 1.60000 88827.20| 1.65000 91603.05|
CLEAN STEEL BRIDGE, PARTIAL TYPE 1, QP- | | |
0052 619-09437 55517.000 SFT | 0.80000 44413.60| 0.85000 47189.45|
PAINT STEEL BRIDGE, PARTIAL, TYPE 1 | | |
0053 628-09402 18.000 MOS | 1600.00000 28800.00| 2200.00000 39600.00|
FIELD OFFICE, B | | |
0054 628-09407 18.000 MOS | 150.00000 2700.00| 450.00000 8100.00|
FIELD OFFICE COMPUTER SYSTEM, | | |
ADDITIONAL , 1 EACH | | |
0055 703-06029 175514.000 LBS | 0.71000 124614.94| 1.10000 193065.40|
REINFORCING BARS, EPOXY COATED | | |
0056 703-97936 1164.000 EACH | 13.00000 15132.00| 15.00000 17460.00|
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 680 -10
TABULATION OF BIDS
CALL ORDER : 680 CONTRACT ID : B -31115-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
====================================================================================================================================
|( 4 ) 61-1023045 |( 5 ) 35-1917625 |( )
|FAULKNER CONSTRUCTION LLC |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 704-51002 89.920 CYS | 5812.10000 522624.03| 3500.00000 314720.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0058 706-05734 4.000 EACH | 1300.00000 5200.00| 2500.00000 10000.00|
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0059 706-08312 2564.720 LFT | 116.00000 297507.52| 124.00000 318025.28|
RAILING, TF-2 | | |
0060 706-08624 32.000 EACH | 1300.00000 41600.00| 2500.00000 80000.00|
CONCRETE BRIDGE RAILING TRANSITION, TPB | | |
0061 706-51020 244.200 CYS | 940.01000 229550.44| 650.00000 158730.00|
CONCRETE, C, RAILING | | |
0062 709-51821 LUMP | 1674.00000 1674.00| 3000.00000 3000.00|
SURFACE SEAL , STR. NO. 1 | | |
0063 709-51821 LUMP | 2120.00000 2120.00| 3000.00000 3000.00|
SURFACE SEAL , STR. NO. 2 | | |
0064 709-51821 LUMP | 2121.00000 2121.00| 3000.00000 3000.00|
SURFACE SEAL , STR. NO. 3 | | |
0065 709-51821 LUMP | 1506.00000 1506.00| 3000.00000 3000.00|
SURFACE SEAL , STR. NO. 4 | | |
0066 709-51821 LUMP | 1507.00000 1507.00| 3000.00000 3000.00|
SURFACE SEAL , STR. NO. 5 | | |
0067 709-51821 LUMP | 2121.00000 2121.00| 3000.00000 3000.00|
SURFACE SEAL , STR. NO. 6 | | |
0068 709-51821 LUMP | 2120.00000 2120.00| 3000.00000 3000.00|
SURFACE SEAL , STR. NO. 7 | | |
0069 709-51821 LUMP | 1674.00000 1674.00| 3000.00000 3000.00|
SURFACE SEAL , STR. NO. 8 | | |
0070 711-04702 384.000 IN | 100.00000 38400.00| 34.00000 13056.00|
PEEN WELD | | |
0073 720-44000 14.000 EACH | 200.00000 2800.00| 315.00000 4410.00|
CASTING, ADJUST TO GRADE | | |
0074 722-51401 2440.000 SFT | 44.26000 107994.40| 88.00000 214720.00|
BRIDGE DECK PATCHING, FULL DEPTH | | |
0075 722-51842 5627.350 SYS | 71.47000 402186.70| 90.00000 506461.50|
BRIDGE DECK OVERLAY | | |
0076 722-51846 176.630 CYS | 330.00000 58287.90| 330.00000 58287.90|
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0077 722-60824 5688.280 SYS | 1.65000 9385.66| 10.00000 56882.80|
SURFACE MILLING | | |
0078 724-51925 789.300 LFT | 118.24000 93326.83| 230.00000 181539.00|
STRUCTURAL EXPANSION JOINT, SS | | |
0079 801-01093 8.000 EACH | 1900.00000 15200.00| 1000.00000 8000.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/04/10
PAGE : 680 -11
TABULATION OF BIDS
CALL ORDER : 680 CONTRACT ID : B -31115-A COUNTIES : VIGO
LETTING DATE : 07/09/10 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
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|( 4 ) 61-1023045 |( 5 ) 35-1917625 |( )
|FAULKNER CONSTRUCTION LLC |MILESTONE CONTRACTORS LP |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 801-03290 4.000 EACH | 245.00000 980.00| 260.00000 1040.00|
CONSTRUCTION SIGN, C | | |
0081 801-06207 94604.000 LFT | 0.93000 87981.72| 1.00000 94604.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0082 801-06640 83.000 EACH | 195.00000 16185.00| 200.00000 16600.00|
CONSTRUCTION SIGN, A | | |
0083 801-06645 29.000 EACH | 89.00000 2581.00| 100.00000 2900.00|
CONSTRUCTION SIGN, B | | |
0084 801-06710 720.000 DAY | 10.00000 7200.00| 10.00000 7200.00|
FLASHING ARROW SIGN | | |
0085 801-06775 LUMP | 598995.00000 598995.00| 132749.32000 132749.32|
MAINTAINING TRAFFIC | | |
0086 801-08507 8140.000 LFT | 12.99000 105738.60| 30.00000 244200.00|
TEMP TRAFFIC BARRIER, TYPE 1, ANCHORED | | |
0087 801-09133 4.000 EACH | 8500.00000 34000.00| 8500.00000 34000.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0088 808-03631 12286.000 LFT | 0.25000 3071.50| 0.30000 3685.80|
LINE, EPOXY, SOLID, WHITE, 4 IN | | |
0089 808-03632 12286.000 LFT | 0.25000 3071.50| 0.30000 3685.80|
LINE, EPOXY, SOLID, YELLOW, 4 IN | | |
0090 808-06716 20978.000 LFT | 0.28000 5873.84| 0.50000 10489.00|
LINE, REMOVE | | |
0091 808-74811 5509.000 LFT | 0.25000 1377.25| 0.50000 2754.50|
LINE, EPOXY, BROKEN, WHITE, 5 IN | | |
0092 808-75996 20.000 EACH | 10.00000 200.00| 65.00000 1300.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0093 808-75998 29.000 EACH | 125.00000 3625.00| 100.00000 2900.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0094 711-09931 48.000 IN | 225.00000 10800.00| 150.00000 7200.00|
REPAIR WELDS | | |
SECTION TOTALS | $ 6,744,390.51| $ 6,317,460.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 6,744,390.51| $ 6,317,460.00| $
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COST PLUS TIME TOTALS | $ 7,764,390.51| $ 7,889,460.00 | $ 0.00
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