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MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/18/06          
PAGE : 101 -1          
TABULATION OF BIDS          
          
CALL ORDER : 101 CONTRACT ID : MO3045177 COUNTIES : MONTGOMERY          
LETTING DATE : 04/13/06 12:00 NOON DISTRICT : 3          
CONTRACT DESCRIPTION : CONTRACT TIME : 60 WORKING DAYS          
MD 80 - FREDERICK COUNTY LINE TO MD 27RURAL PROJECT(S) : AC-STP-1074(5)E          
          
          
VENDOR RANKING :          
          
--------------------------------------------------------------------------------------------------------------------------          
TOTAL % OVER          
RANK NAME BID LOW BID          
--------------------------------------------------------------------------------------------------------------------------          
1 FRANCIS O. DAY CO., INC. $ 674,176.00 100.0000%          
2 CONCRETE GENERAL, INC. $ 678,372.00 100.6224%          
3 FORT MYER CONSTRUCTION CORPORATION $ 734,343.60 108.9246%          
====================================================================================================================================          
| | |          
|FRANCIS O. DAY CO., INC. |CONCRETE GENERAL, INC. |FORT MYER CONSTRUCTION CORP.          
LINE NO / ITEM CODE / ALT | | |          
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT          
------------------------------------------+----------------------------+----------------------------+-------------------------------          
SECTION 0001 MO3045177          
| | |          
1001 110100 LUMP| 1.00000 1.00| 1000.00000 1000.00| 10000.00000 10000.00          
CLEARING & GRUBBING | | |          
1002 110340 LUMP| 19500.00000 19500.00| 20000.00000 20000.00| 20000.00000 20000.00          
TYPE A ENGINEERS OFFICE | | |          
1003 110455 2.000 EA | 850.00000 1700.00| 800.00000 1600.00| 1500.00000 3000.00          
CELLULAR TELEPHONE | | |          
1004 110470 1.000 EA | 1750.00000 1750.00| 1200.00000 1200.00| 600.00000 600.00          
DIGITAL CAMERA | | |          
1005 114005 16000.000 LF | 0.15000 2400.00| 0.22000 3520.00| 0.14000 2240.00          
5 INCH YELLOW NONTOXIC LEAD FREE | | |          
WATERBORNE PAVEMENT MARKING PAINT | | |          
1006 114010 16000.000 LF | 0.15000 2400.00| 0.22000 3520.00| 0.14000 2240.00          
5 INCH WHITE NONTOXIC LEAD FREE | | |          
WATERBORNE PAVEMENT MARKING PAINT | | |          
1007 114215 16000.000 LF | 1.00000 16000.00| 1.30000 20800.00| 1.07000 17120.00          
5 INCH YELLOW REMOVABLE PREFORMED | | |          
PAVEMENT LINE MARKINGS | | |          
1008 114275 16000.000 LF | 0.05000 800.00| 0.10000 1600.00| 0.30000 4800.00          
REMOVAL OF REMOVABLE PREFORMED PAVEMENT | | |          
MARKINGS - ANY WIDTH | | |          
1009 120500 LUMP| 60000.00000 60000.00| 20000.00000 20000.00| 50000.00000 50000.00          
MAINTENANCE OF TRAFFIC | | |          
1010 120555 50.000 TON | 29.00000 1450.00| 25.00000 1250.00| 30.00000 1500.00          
GRADED AGGREGATE BASE FOR MAINTENANCE | | |          
OF TRAFFIC | | |          
1011 120561 50.000 TON | 90.00000 4500.00| 150.00000 7500.00| 100.00000 5000.00          
HOT MIX ASPHALT FOR MAINTENANCE OF | | |          
TRAFFIC | | |          
          
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/18/06          
PAGE : 101 -2          
TABULATION OF BIDS          
          
CALL ORDER : 101 CONTRACT ID : MO3045177 COUNTIES : MONTGOMERY          
LETTING DATE : 04/13/06 12:00 NOON DISTRICT : 3          
          
          
====================================================================================================================================          
| | |          
|FRANCIS O. DAY CO., INC. |CONCRETE GENERAL, INC. |FORT MYER CONSTRUCTION CORP.          
LINE NO / ITEM CODE / ALT | | |          
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT          
------------------------------------------+----------------------------+----------------------------+-------------------------------          
1012 120625 120.000 SF | 14.00000 1680.00| 26.00000 3120.00| 19.00000 2280.00          
TEMPORARY TRAFFIC SIGNS HIGH | | |          
PERFORMANCE WIDE ANGLE RETROREFLECTIVE | | |          
SHEETING | | |          
1013 120820 150.000 EA | 80.00000 12000.00| 88.00000 13200.00| 120.00000 18000.00          
DRUMS FOR MAINTENANCE OF TRAFFIC | | |          
1014 130840 LUMP| 15000.00000 15000.00| 4000.00000 4000.00| 10000.00000 10000.00          
CONSTRUCTION STAKEOUT | | |          
1015 130850 LUMP| 46000.00000 46000.00| 40000.00000 40000.00| 35000.00000 35000.00          
MOBILIZATION | | |          
2001 201020 20.000 LF | 18.00000 360.00| 20.00000 400.00| 12.00000 240.00          
TRIMMING EXISTING DITCHES | | |          
2002 201031 25.000 CY | 30.00000 750.00| 50.00000 1250.00| 40.00000 1000.00          
CLASS 1-A EXCAVATION | | |          
2003 201040 25.000 CY | 60.00000 1500.00| 60.00000 1500.00| 60.00000 1500.00          
GEOSYNTHETIC STABILIZED SUBGRADE USING | | |          
GRADED AGGREGATE BASE | | |          
3001 301210 85.000 LF | 40.00000 3400.00| 25.00000 2125.00| 45.00000 3825.00          
REMOVAL OF EXISTING PIPE | | |          
3002 301311 5.000 CY | 900.00000 4500.00| 500.00000 2500.00| 1200.00000 6000.00          
MIX 2 CONCRETE FOR MISCELLANEOUS | | |          
STRUCTURES | | |          
3003 301312 5.000 CY | 650.00000 3250.00| 500.00000 2500.00| 400.00000 2000.00          
BRICK MASONRY FOR MISCELLANEOUS | | |          
STRUCTURES | | |          
3004 301320 70.000 LF | 60.00000 4200.00| 60.00000 4200.00| 60.00000 4200.00          
CLEAN EXISTING PIPE ANY SIZE | | |          
3005 301322 1.000 EA | 925.00000 925.00| 300.00000 300.00| 600.00000 600.00          
CLEAN EXISTING INLETS | | |          
3006 302418 85.000 LF | 110.00000 9350.00| 139.00000 11815.00| 120.00000 10200.00          
18 INCH REINFORCED CONCRETE PIPE, CLASS | | |          
IV | | |          
3007 354418 3.000 EA | 1650.00000 4950.00| 2800.00000 8400.00| 2200.00000 6600.00          
STANDARD TYPE C ENDWALL FOR 18 INCH PIP | | |          
3008 356618 2.000 EA | 2250.00000 4500.00| 3200.00000 6400.00| 2500.00000 5000.00          
STANDARD TYPE E ENDWALL FOR 18 INCH PIP | | |          
5001 500000-TON 10.000 TON | 225.00000 2250.00| 150.00000 1500.00| 200.00000 2000.00          
. H.M.A. COLD PATCH | | |          
5002 504168 2500.000 TON | 77.00000 192500.00| 88.00000 220000.00| 90.00000 225000.00          
HOT MIX ASPHALT SUPERPAVE 9.5mm, | | |          
PG76-22, 8PV, LEVEL-2 | | |          
          
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/18/06          
PAGE : 101 -3          
TABULATION OF BIDS          
          
CALL ORDER : 101 CONTRACT ID : MO3045177 COUNTIES : MONTGOMERY          
LETTING DATE : 04/13/06 12:00 NOON DISTRICT : 3          
          
          
====================================================================================================================================          
| | |          
|FRANCIS O. DAY CO., INC. |CONCRETE GENERAL, INC. |FORT MYER CONSTRUCTION CORP.          
LINE NO / ITEM CODE / ALT | | |          
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT          
------------------------------------------+----------------------------+----------------------------+-------------------------------          
5003 504428 200.000 TON | 220.00000 44000.00| 205.00000 41000.00| 300.00000 60000.00          
HOT MIX ASPHALT SUPERPAVE 25.0mm FOR | | |          
FULL DEPTH PATCH, PG64-22, LEVEL-2 | | |          
5004 504442 100.000 TON | 165.00000 16500.00| 205.00000 20500.00| 180.00000 18000.00          
HOT MIX ASPHALT SUPERPAVE 25.0mm FOR | | |          
PARTIAL DEPTH PATCH, PG64-22, LEVEL-3 | | |          
5005 530100 26000.000 SY | 2.75000 71500.00| 2.85000 74100.00| 3.25000 84500.00          
GRINDING HOT MIX ASPHALT PAVEMENT 0 | | |          
INCH TO 2 INCH | | |          
5006 571200 48.000 LF | 3.50000 168.00| 6.00000 288.00| 6.00000 288.00          
SAW CUTTING | | |          
5007 585340 100.000 EA | 32.00000 3200.00| 26.00000 2600.00| 28.00000 2800.00          
PLOWABLE RAISED PAVEMENT MARKERS | | |          
5008 585405 16000.000 LF | 0.45000 7200.00| 0.55000 8800.00| 0.48000 7680.00          
5 INCH WHITE LEAD FREE REFLECTIVE | | |          
THERMOPLASTIC PAVEMENT MARKINGS | | |          
5009 585407 16000.000 LF | 0.45000 7200.00| 0.55000 8800.00| 0.48000 7680.00          
5 INCH YELLOW LEAD FREE REFLECTIVE | | |          
THERMOPLASTIC PAVEMENT MARKINGS | | |          
5010 585424 24.000 LF | 6.00000 144.00| 10.00000 240.00| 5.60000 134.40          
24 INCH WHITE LEAD FREE REFLECTIVE | | |          
THERMOPLASTIC PAVEMENT MARKINGS | | |          
5011 585448 120.000 LF | 6.50000 780.00| 8.00000 960.00| 6.72000 806.40          
12 INCH WHITE PERMANENT PREFORMED | | |          
PAVEMENT MARKINGS | | |          
6001 600000-TON 35.000 TON | 35.00000 1225.00| 30.00000 1050.00| 35.00000 1225.00          
. VARIABLE DEPTH GRADED AGGREGATE BASE | | |          
6002 634310 2265.000 LF | 35.00000 79275.00| 38.00000 86070.00| 32.00000 72480.00          
STANDARD TYPE A COMBINATION CURB AND | | |          
GUTTER 12 INCH GUTTER PAN 10 INCH DEPTH | | |          
6003 661510 2.000 EA | 2400.00000 4800.00| 2400.00000 4800.00| 2464.00000 4928.00          
TYPE C TRAFFIC BARRIER END TREATMENT | | |          
6004 661540 4.000 EA | 525.00000 2100.00| 470.00000 1880.00| 476.00000 1904.00          
TYPE K TRAFFIC BARRIER END TREATMENT, | | |          
ANY OPTION | | |          
6005 661580 4.000 EA | 1250.00000 5000.00| 1800.00000 7200.00| 1792.00000 7168.00          
TRAFFIC BARRIER W BEAM ANCHORAGE TO | | |          
VERTICAL FACE | | |          
6006 662290 420.000 LF | 23.00000 9660.00| 22.00000 9240.00| 22.12000 9290.40          
REMOVE AND REPLACE TRAFFIC BARRIER W | | |          
BEAM | | |          
          
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/18/06          
PAGE : 101 -4          
TABULATION OF BIDS          
          
CALL ORDER : 101 CONTRACT ID : MO3045177 COUNTIES : MONTGOMERY          
LETTING DATE : 04/13/06 12:00 NOON DISTRICT : 3          
          
          
====================================================================================================================================          
| | |          
|FRANCIS O. DAY CO., INC. |CONCRETE GENERAL, INC. |FORT MYER CONSTRUCTION CORP.          
LINE NO / ITEM CODE / ALT | | |          
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT          
------------------------------------------+----------------------------+----------------------------+-------------------------------          
6007 670205 24.000 EA | 12.00000 288.00| 6.00000 144.00| 5.60000 134.40          
RAIL RIDERS TRAFFIC BARRIER W BEAM | | |          
REFLECTIVE DELINEATORS | | |          
7001 704325 700.000 SY | 4.25000 2975.00| 5.00000 3500.00| 6.50000 4550.00          
PLACING FURNISHED TOPSOIL 2 INCH DEPTH | | |          
7002 705410 20.000 SY | 1.00000 20.00| 30.00000 600.00| 6.50000 130.00          
TEMPORARY STRAW MULCHING | | |          
7003 707355 700.000 SY | 0.75000 525.00| 2.00000 1400.00| 1.00000 700.00          
PERMANENT SEEDING | | |          
SECTION TOTALS | $ 674,176.00| $ 678,372.00| $ 734,343.60          
------------------------------------------+----------------------------+----------------------------+-------------------------------          
CONTRACT TOTALS | $ 674,176.00| $ 678,372.00| $ 734,343.60          
====================================================================================================================================          
          
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