MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 101 -1
TABULATION OF BIDS
CALL ORDER : 101 CONTRACT ID : BA4365177 COUNTIES : BALTIMORE COUNTY
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 4
CONTRACT DESCRIPTION : CONTRACT TIME : 60 WORKING DAYS
MD 166 (ROLLING ROAD) FROM MD 144 TO BLOOMSBURY AVENUE PROJECT(S) : AC-STP-3013(7)E
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 MACHADO CONSTRUCTION CO., INC. $ 751,364.84 100.0000%
2 P. FLANIGAN & SONS, INC. $ 788,663.60 104.9641%
====================================================================================================================================
| | |
|MACHADO CONSTRUCTION CO., I |P. FLANIGAN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BA4365177
| | |
1001 110350 LUMP| 19322.75000 19322.75| 27500.00000 27500.00|
TYPE B ENGINEERS OFFICE | | |
1002 110455 2.000 EA | 1000.00000 2000.00| 1200.00000 2400.00|
CELLULAR TELEPHONE | | |
1003 110470 1.000 EA | 800.00000 800.00| 1000.00000 1000.00|
DIGITAL CAMERA | | |
1004 114005 11000.000 LF | 0.19000 2090.00| 0.20000 2200.00|
5 INCH YELLOW NONTOXIC LEAD FREE | | |
WATERBORNE PAVEMENT MARKING PAINT | | |
1005 114010 11000.000 LF | 0.19000 2090.00| 0.20000 2200.00|
5 INCH WHITE NONTOXIC LEAD FREE | | |
WATERBORNE PAVEMENT MARKING PAINT | | |
1006 114215 11000.000 LF | 1.19000 13090.00| 1.15000 12650.00|
5 INCH YELLOW REMOVABLE PREFORMED | | |
PAVEMENT LINE MARKINGS | | |
1007 114220 11000.000 LF | 1.19000 13090.00| 1.15000 12650.00|
5 INCH WHITE REMOVABLE PREFORMED | | |
PAVEMENT LINE MARKINGS | | |
1008 114275 22000.000 LF | 0.13000 2860.00| 0.12000 2640.00|
REMOVAL OF REMOVABLE PREFORMED PAVEMENT | | |
MARKINGS - ANY WIDTH | | |
1009 120500 LUMP| 79420.00000 79420.00| 150000.00000 150000.00|
MAINTENANCE OF TRAFFIC | | |
1010 120561 20.000 TON | 150.00000 3000.00| 162.00000 3240.00|
HOT MIX ASPHALT FOR MAINTENANCE OF | | |
TRAFFIC | | |
1011 120625 420.000 SF | 17.50000 7350.00| 13.00000 5460.00|
TEMPORARY TRAFFIC SIGNS HIGH | | |
PERFORMANCE WIDE ANGLE RETROREFLECTIVE | | |
SHEETING | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 101 -2
TABULATION OF BIDS
CALL ORDER : 101 CONTRACT ID : BA4365177 COUNTIES : BALTIMORE COUNTY
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 4
====================================================================================================================================
| | |
|MACHADO CONSTRUCTION CO., I |P. FLANIGAN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1012 130840 LUMP| 7250.00000 7250.00| 4500.00000 4500.00|
CONSTRUCTION STAKEOUT | | |
2001 201020 1570.000 LF | 10.00000 15700.00| 11.00000 17270.00|
TRIMMING EXISTING DITCHES | | |
2002 201032 50.000 CY | 92.00000 4600.00| 71.50000 3575.00|
CLASS 2 EXCAVATION | | |
2003 201040 50.000 CY | 90.00000 4500.00| 155.00000 7750.00|
GEOSYNTHETIC STABILIZED SUBGRADE USING | | |
GRADED AGGREGATE BASE | | |
2004 203030 25.000 CY | 125.00000 3125.00| 130.00000 3250.00|
TEST PIT EXCAVATION | | |
2005 201031 25.000 CY | 100.00000 2500.00| 175.00000 4375.00|
CLASS 1-A EXCAVATION | | |
3001 300000-EA 3.000 EA | 2000.00000 6000.00| 1400.00000 4200.00|
. REPLACE EXISTING INLET HEAD ANY KIND | | |
3002 300000-EA 1.000 EA | 1000.00000 1000.00| 1200.00000 1200.00|
. RESET EXISTING INLET GRATE | | |
3003 300000-SY 17.000 SY | 100.00000 1700.00| 225.00000 3825.00|
. CONCRETE VALLEY GUTTER | | |
3004 301010 10.000 CY | 77.65000 776.50| 120.00000 1200.00|
CLASS 3 EXCAVATION FOR INCIDENTAL | | |
CONSTRUCTION | | |
3005 301110 10.000 CY | 74.64000 746.40| 145.00000 1450.00|
SELECTED BACKFILL USING AASHTO NO. 57 | | |
AGGREGATE | | |
3006 301311 10.000 CY | 653.19000 6531.90| 825.00000 8250.00|
MIX 2 CONCRETE FOR MISCELLANEOUS | | |
STRUCTURES | | |
3007 301320 530.000 LF | 14.81000 7849.30| 16.00000 8480.00|
CLEAN EXISTING PIPE ANY SIZE | | |
3008 301322 6.000 EA | 343.63000 2061.78| 500.00000 3000.00|
CLEAN EXISTING INLETS | | |
3009 302415 24.000 LF | 103.70000 2488.80| 63.00000 1512.00|
15 INCH REINFORCED CONCRETE PIPE, CLASS | | |
IV | | |
3010 302418 40.000 LF | 130.00000 5200.00| 75.00000 3000.00|
18 INCH REINFORCED CONCRETE PIPE, CLASS | | |
IV | | |
3011 305215 38.000 LF | 105.00000 3990.00| 72.00000 2736.00|
15 INCH CORRUGATED ALUMINUM PIPE, 14 | | |
GAUGE | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 101 -3
TABULATION OF BIDS
CALL ORDER : 101 CONTRACT ID : BA4365177 COUNTIES : BALTIMORE COUNTY
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 4
====================================================================================================================================
| | |
|MACHADO CONSTRUCTION CO., I |P. FLANIGAN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
3012 354415 2.000 EA | 2600.00000 5200.00| 2200.00000 4400.00|
STANDARD TYPE C ENDWALL FOR 15 INCH PIP | | |
3013 370015 1.000 EA | 889.75000 889.75| 1500.00000 1500.00|
15 INCH STANDARD METAL END SECTION | | |
3014 378190 1.000 EA | 3100.29000 3100.29| 4200.00000 4200.00|
STANDARD DOUBLE OPENING TYPE K INLET | | |
OPEN END GRATE- MINIMUM DEPTH | | |
5001 500000-SY 2400.000 SY | 47.00000 112800.00| 51.00000 122400.00|
. 6 INCH HOT MIX ASPHALT SUPERPAVE 19. | | |
0MM | | |
5002 504102 50.000 TON | 120.00000 6000.00| 87.50000 4375.00|
HOT MIX ASPHALT SUPERPAVE 9.5mm FOR | | |
WEDGE/LEVEL, PG64-22, LEVEL -2 | | |
5003 504118 2800.000 TON | 81.25000 227500.00| 66.00000 184800.00|
HOT MIX ASPHALT SUPERPAVE 9.5MM FOR | | |
SURFACE, PG70-22, LEVEL-2 | | |
5004 520113 50.000 SY | 40.00000 2000.00| 41.00000 2050.00|
6 INCH GRADED AGGREGATE BASE COURSE | | |
5005 530100 13000.000 SY | 3.59000 46670.00| 2.95000 38350.00|
GRINDING HOT MIX ASPHALT PAVEMENT 0 | | |
INCH TO 2 INCH | | |
5006 561114 56.000 SY | 75.00000 4200.00| 165.00000 9240.00|
6 INCH PORTLAND CEMENT CONCRETE | | |
PAVEMENT FOR DRIVEWAY MIX 6 | | |
5007 585340 130.000 EA | 28.75000 3737.50| 27.00000 3510.00|
PLOWABLE RAISED PAVEMENT MARKERS | | |
5008 585405 8000.000 LF | 0.56000 4480.00| 0.55000 4400.00|
5 INCH WHITE LEAD FREE REFLECTIVE | | |
THERMOPLASTIC PAVEMENT MARKINGS | | |
5009 585407 10000.000 LF | 0.56000 5600.00| 0.55000 5500.00|
5 INCH YELLOW LEAD FREE REFLECTIVE | | |
THERMOPLASTIC PAVEMENT MARKINGS | | |
5010 585620 400.000 LF | 8.75000 3500.00| 7.75000 3100.00|
12 INCH HEAT APPLIED WHITE PERMANENT | | |
PREFORMED THERMOPLASTIC PAVEMENT | | |
MARKINGS | | |
5011 585624 60.000 LF | 14.38000 862.80| 12.50000 750.00|
24 INCH HEAT APPLIED WHITE PERMANENT | | |
PREFORMED THERMOPLASTIC PAVEMENT | | |
MARKINGS | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 101 -4
TABULATION OF BIDS
CALL ORDER : 101 CONTRACT ID : BA4365177 COUNTIES : BALTIMORE COUNTY
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 4
====================================================================================================================================
| | |
|MACHADO CONSTRUCTION CO., I |P. FLANIGAN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
5012 585626 6.000 EA | 87.50000 525.00| 77.00000 462.00|
HEAT APPLIED WHITE PERMANENT PERFORMED | | |
THERMOPLASTIC PAVEMENT MARKING LETTERS | | |
6001 600000-LF 475.000 LF | 6.00000 2850.00| 5.20000 2470.00|
. MODIFIED MIX NO. 6 PORTLAND CEMENT | | |
6002 634300 475.000 LF | 33.51000 15917.25| 35.50000 16862.50|
STANDARD TYPE A COMBINATION CURB AND | | |
GUTTER 12 INCH GUTTER PAN 8 INCH DEPTH | | |
6003 655105 6180.000 SF | 8.00000 49440.00| 6.20000 38316.00|
5 INCH CONCRETE SIDEWALK | | |
6004 655120 224.000 SF | 46.25000 10360.00| 40.00000 8960.00|
DETECTABLE WARNING SURFACE FOR CURB | | |
RAMPS | | |
6005 660482 12.000 LF | 62.50000 750.00| 260.00000 3120.00|
TRAFFIC BARRIER W BEAM USING 6 FOOT POS | | |
6006 661540 1.000 EA | 625.00000 625.00| 1650.00000 1650.00|
TYPE I TRAFFIC BARRIER END TREATMENT, | | |
ANY OPTION | | |
6007 662325 14.000 LF | 12.50000 175.00| 55.00000 770.00|
REMOVAL AND DISPOSAL OF EXISTING | | |
TRAFFIC BARRIER | | |
6008 670210 100.000 EA | 43.75000 4375.00| 50.00000 5000.00|
POST MOUNTED DELINEATOR | | |
7001 704325 632.000 SY | 6.00000 3792.00| 9.50000 6004.00|
PLACING FURNISHED TOPSOIL 2 INCH DEPTH | | |
7002 704345 50.000 SY | 9.50000 475.00| 33.50000 1675.00|
PLACING FURNISHED TOPSOIL 4 INCH DEPTH | | |
7003 707355 632.000 SY | 1.88000 1188.16| 1.20000 758.40|
PERMANENT SEEDING | | |
7004 708200 50.000 SY | 9.38000 469.00| 8.25000 412.50|
SODDING | | |
7005 708210 1.000 MG | 125.00000 125.00| 110.00000 110.00|
ADDITIONAL WATERING OF SOD | | |
7006 708250 632.000 SY | 8.13000 5138.16| 6.60000 4171.20|
TYPE B SOIL STABILIZATION MATTING | | |
8001 802145 1.000 EA | 750.00000 750.00| 660.00000 660.00|
ADJUST EXISTING HANDHOLE | | |
8002 805160 20.000 LF | 2.50000 50.00| 2.20000 44.00|
1 INCH LIQUID TIGHT FLEXIBLE | | |
NON-METALLIC CONDUIT FOR DETECTOR SLEEVE| | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 101 -5
TABULATION OF BIDS
CALL ORDER : 101 CONTRACT ID : BA4365177 COUNTIES : BALTIMORE COUNTY
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 4
====================================================================================================================================
| | |
|MACHADO CONSTRUCTION CO., I |P. FLANIGAN & SONS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
8003 810550 1.000 EA | 2625.00000 2625.00| 2400.00000 2400.00|
MICROLOOP PROBE, 500 FOOT LEAD IN CABLE | | |
8004 812108 1.000 EA | 750.00000 750.00| 1700.00000 1700.00|
ADJUST WATER METER FRAME AND COVER | | |
8005 862101 200.000 LF | 1.25000 250.00| 1.15000 230.00|
LOOP WIRE ENCASED IN FLEXIBLE TUBING | | |
(NO. 14 AWG) | | |
8006 862102 175.000 LF | 17.50000 3062.50| 16.00000 2800.00|
SAW CUT FOR SIGNAL (LOOP DETECTOR) | | |
SECTION TOTALS | $ 751,364.84| $ 788,663.60| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 751,364.84| $ 788,663.60| $
====================================================================================================================================
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