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MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 10/02/07          
PAGE : 409 -1          
TABULATION OF BIDS          
          
CALL ORDER : 409 CONTRACT ID : 4240051409 COUNTIES : DISTRICT 5          
LETTING DATE : 09/27/07 12:00 NOON DISTRICT : 5          
CONTRACT DESCRIPTION : CONTRACT TIME : 06/30/09 COMPLETION DATE          
PROJECT(S) : N/A          
          
          
VENDOR RANKING :          
          
--------------------------------------------------------------------------------------------------------------------------          
TOTAL % OVER          
RANK NAME BID LOW BID          
--------------------------------------------------------------------------------------------------------------------------          
1 BRAWNER BUILDERS, INC. $ 1,045,551.94 100.0000%          
2 PDI-SHEETZ CONSTRUCTION CORPORATION. $ 1,276,510.14 122.0896%          
====================================================================================================================================          
| | |          
|BRAWNER BUILDERS, INC. |PDI-SHEETZ CONSTRUCTION COR |          
LINE NO / ITEM CODE / ALT | | |          
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT          
------------------------------------------+----------------------------+----------------------------+-------------------------------          
SECTION 0001 4240051409          
| | |          
1001 120571 20.000 EA | 0.01000 0.20| 12.00000 240.00|          
STEEL PLATE 8 FOOT X 12 FOOT X 1 INCH | | |          
FOR MAINTENANCE OF TRAFFIC RENTAL PER | | |          
DAY | | |          
1002 120610 600.000 UD | 0.01000 6.00| 0.01000 6.00|          
ARROW PANEL PER UNIT DAY | | |          
1003 120625 640.000 SF | 0.01000 6.40| 0.01000 6.40|          
TEMPORARY TRAFFIC SIGNS HIGH | | |          
PERFORMANCE WIDE ANGLE RETROREFLECTIVE | | |          
SHEETING | | |          
1004 120820 200.000 EA | 0.01000 2.00| 0.01000 2.00|          
DRUMS FOR MAINTENANCE OF TRAFFIC | | |          
1005 120860 150.000 UD | 0.01000 1.50| 0.01000 1.50|          
PORTABLE VARIABLE MESSAGE SIGN | | |          
1006 199000 200.000 EA | 0.01000 2.00| 0.01000 2.00|          
CONES FOR MAINTENANCE OF TRAFFIC | | |          
4001 400000-HR 4800.000 HR | 0.01000 48.00| 0.01000 48.00|          
. FLATBED TRUCK 26,000 LBS GVW | | |          
4002 492535 104.000 UW | 0.01000 1.04| 0.01000 1.04|          
STORAGE OF EQUIPMENT AND MATERIALS | | |          
4003 492620 4800.000 HR | 40.00000 192000.00| 50.00000 240000.00|          
BRIDGE REPAIR FOREMAN | | |          
4004 492651 9600.000 HR | 0.01000 96.00| 37.50000 360000.00|          
SKILLED LABOR | | |          
4005 492652 9600.000 HR | 82.00000 787200.00| 65.00000 624000.00|          
INTERMEDIATE SKILLED LABOR | | |          
4006 492705 4800.000 HR | 0.01000 48.00| 0.01000 48.00|          
PICKUP TRUCK I TON OR UNDER | | |          
          
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 10/02/07          
PAGE : 409 -2          
TABULATION OF BIDS          
          
CALL ORDER : 409 CONTRACT ID : 4240051409 COUNTIES : DISTRICT 5          
LETTING DATE : 09/27/07 12:00 NOON DISTRICT : 5          
          
          
====================================================================================================================================          
| | |          
|BRAWNER BUILDERS, INC. |PDI-SHEETZ CONSTRUCTION COR |          
LINE NO / ITEM CODE / ALT | | |          
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT          
------------------------------------------+----------------------------+----------------------------+-------------------------------          
4007 492716 4800.000 HR | 0.01000 48.00| 0.01000 48.00|          
4-9 CUBIC YARD DUMP TRUCK, SINGLE AXLE | | |          
4008 492726 960.000 HR | 0.01000 9.60| 0.01000 9.60|          
LOADER CRAWLER FRONT END 2 1/2 CY OR | | |          
UNDER | | |          
4009 492731 960.000 HR | 0.01000 9.60| 0.01000 9.60|          
HYDRAULIC EXCAVATOR 7/8 CUBIC YARD OR | | |          
UNDER | | |          
4010 492732 480.000 HR | 0.01000 4.80| 0.01000 4.80|          
ARTICULATED WHEEL LOADER FRONT END, 3 | | |          
CUBIC YARD OR UNDER | | |          
4011 492746 2000.000 HR | 0.01000 20.00| 0.01000 20.00|          
AIR COMPRESSOR 250 CFM OR UNDER WITH | | |          
200 FEET OF 3/4" HOSE | | |          
4012 492776 2400.000 HR | 0.01000 24.00| 0.01000 24.00|          
PORTABLE CONCRETE MIXER, 9 CUBIC FEET | | |          
4013 492810 2400.000 HR | 0.01000 24.00| 0.01000 24.00|          
AIR HAND HELD PAVEMENT BREAKER, 90 | | |          
POUNDS OR UNDER | | |          
4014 492815 480.000 HR | 12.00000 5760.00| 0.01000 4.80|          
AIR HAND HELD CHIPPING HAMMER, 25 | | |          
POUNDS OR UNDER | | |          
4015 499000 80.000 EA | 0.01000 0.80| 0.01000 0.80|          
PORTABLE LIGHT TREE 4 LAMP 25 FOOT | | |          
MINIMUM RETAL/NIGHT | | |          
4016 499015 80.000 HR | 20.00000 1600.00| 25.00000 2000.00|          
ELECTRIC GENERATOR 30 KILOWATT OR LESS | | |          
4017 499060 960.000 HR | 9.00000 8640.00| 0.01000 9.60|          
CONCRETE SAW 18 HORSEPOWER GAS POWERED | | |          
9001 900000-EA 50000.000 EA | 1.00000 50000.00| 1.00000 50000.00|          
. DOLLARS FOR MATERIALS AND | | |          
SECTION TOTALS | $ 1,045,551.94| $ 1,276,510.14| $ 0.00          
------------------------------------------+----------------------------+----------------------------+-------------------------------          
CONTRACT TOTALS | $ 1,045,551.94| $ 1,276,510.14| $          
====================================================================================================================================          
          
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