MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 103 -1
TABULATION OF BIDS
CALL ORDER : 103 CONTRACT ID : HO3305177 COUNTIES : HOWARD
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 7
CONTRACT DESCRIPTION : CONTRACT TIME : 11/17/06 COMPLETION DATE
MD 32 - 2,500 FEET EAST OF I-95 TO WESTROFNI-95 PROJECT(S) : AC-NH-G-118-1(57)E
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 BARDON, INC. D/B/A AGGREGATE INDUSTRIES $ 3,814,204.68 100.0000%
2 FRANCIS O. DAY CO., INC. $ 3,973,986.35 104.1891%
3 P. FLANIGAN & SONS, INC. $ 4,428,158.35 116.0965%
====================================================================================================================================
| | |
|BARDON, INC. D/B/A AGGREGA |FRANCIS O. DAY CO., INC. |P. FLANIGAN & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HO3305177
| | |
1001 100000-UD 60.000 UD | 590.00000 35400.00| 700.00000 42000.00| 513.00000 30780.00
. PROTECTION VEHICLE | | |
1002 110350 LUMP| 22500.00000 22500.00| 27500.00000 27500.00| 43000.00000 43000.00
TYPE B ENGINEERS OFFICE | | |
1003 110455 2.000 EA | 1600.00000 3200.00| 1150.00000 2300.00| 2900.00000 5800.00
CELLULAR TELEPHONE | | |
1004 110470 1.000 EA | 650.00000 650.00| 1750.00000 1750.00| 1750.00000 1750.00
DIGITAL CAMERA | | |
1005 120500 LUMP| 165500.00000 165500.00| 189000.00000 189000.00| 328000.00000 328000.00
MAINTENANCE OF TRAFFIC | | |
1006 120555 200.000 TON | 32.50000 6500.00| 30.00000 6000.00| 53.75000 10750.00
GRADED AGGREGATE BASE FOR MAINTENANCE | | |
OF TRAFFIC | | |
1007 120561 200.000 TON | 63.50000 12700.00| 135.00000 27000.00| 225.00000 45000.00
HOT MIX ASPHALT FOR MAINTENANCE OF | | |
TRAFFIC | | |
1008 120610 60.000 UD | 27.50000 1650.00| 30.00000 1800.00| 133.00000 7980.00
ARROW PANEL | | |
1009 120625 264.000 SF | 16.95000 4474.80| 14.00000 3696.00| 15.25000 4026.00
TEMPORARY TRAFFIC SIGNS HIGH | | |
PERFORMANCE WIDE ANGLE RETROREFLECTIVE | | |
SHEETING | | |
1010 120820 250.000 EA | 49.00000 12250.00| 75.00000 18750.00| 53.50000 13375.00
DRUMS FOR MAINTENANCE OF TRAFFIC | | |
1011 120860 60.000 UD | 155.00000 9300.00| 120.00000 7200.00| 153.50000 9210.00
PORTABLE VARIABLE MESSAGE SIGN | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 103 -2
TABULATION OF BIDS
CALL ORDER : 103 CONTRACT ID : HO3305177 COUNTIES : HOWARD
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 7
====================================================================================================================================
| | |
|BARDON, INC. D/B/A AGGREGA |FRANCIS O. DAY CO., INC. |P. FLANIGAN & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1012 130840 LUMP| 8200.00000 8200.00| 24500.00000 24500.00| 6500.00000 6500.00
CONSTRUCTION STAKEOUT | | |
1013 130850 LUMP| 72500.00000 72500.00| 100000.00000 100000.00| 266000.00000 266000.00
MOBILIZATION | | |
2001 201031 75.000 CY | 50.00000 3750.00| 32.50000 2437.50| 62.00000 4650.00
CLASS 1-A EXCAVATION | | |
2002 201032 1750.000 CY | 50.00000 87500.00| 30.00000 52500.00| 48.75000 85312.50
CLASS 2 EXCAVATION | | |
2004 203030 5.000 CY | 125.00000 625.00| 125.00000 625.00| 145.00000 725.00
TEST PIT EXCAVATION | | |
2005 201040 75.000 CY | 75.00000 5625.00| 55.00000 4125.00| 76.00000 5700.00
GEOSYNTHETIC STABILIZED SUBGRADE USING | | |
GRADED AGGREGATE BASE | | |
2006 202065 320.000 CY | 50.00000 16000.00| 30.00000 9600.00| 28.00000 8960.00
COMMON BORROW | | |
3001 387106 4000.000 LF | 25.00000 100000.00| 21.00000 84000.00| 18.75000 75000.00
6 INCH PERFORATED CIRCULAR PIPE | | |
LONGITUDINAL UNDERDRAIN | | |
3002 387109 150.000 LF | 50.00000 7500.00| 17.50000 2625.00| 30.00000 4500.00
6 INCH CIRCULAR PIPE UNDERDRAIN OUTLETS | | |
3003 390221 450.000 SY | 95.00000 42750.00| 55.00000 24750.00| 76.50000 34425.00
CLASS I RIPRAP DITCH | | |
5001 500000-SY 40000.000 SY | 1.00000 40000.00| 3.75000 150000.00| 2.90000 116000.00
. GRINDING HOT MIX ASPHALT PAVEMENT 0 | | |
INCH | | |
5002 504094 7500.000 TON | 55.90000 419250.00| 59.00000 442500.00| 58.75000 440625.00
HOT MIX ASPHALT SUPERPAVE 9.5MM FOR | | |
BASE, PG64-22, LEVEL-3 | | |
5003 504104 100.000 TON | 60.00000 6000.00| 60.00000 6000.00| 123.50000 12350.00
HOT MIX ASPHALT SUPERPAVE 9.5mm FOR | | |
WEDGE/LEVEL, PG64-22, LEVEL-3 | | |
5004 504258 14625.000 TON | 62.00000 906750.00| 72.50000 1060312.50| 72.25000 1056656.25
HOT MIX ASPHALT SUPERPAVE 12.5mm, | | |
PG76-22, 8PV, LEVEL-4 | | |
5005 504300 23525.000 TON | 49.00000 1152725.00| 47.50000 1117437.50| 50.75000 1193893.75
HOT MIX ASPHALT SUPERPAVE 19.0mm FOR | | |
BASE, PG64-22, LEVEL-3 | | |
5006 504314 110.000 TON | 275.00000 30250.00| 275.00000 30250.00| 158.00000 17380.00
HOT MIX ASPHALT SUPERPAVE 19.0mm FOR | | |
FULL DEPTH PATCH, PG64-22, LEVEL-3 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 103 -3
TABULATION OF BIDS
CALL ORDER : 103 CONTRACT ID : HO3305177 COUNTIES : HOWARD
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 7
====================================================================================================================================
| | |
|BARDON, INC. D/B/A AGGREGA |FRANCIS O. DAY CO., INC. |P. FLANIGAN & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
5007 520113 6250.000 SY | 13.35000 83437.50| 7.25000 45312.50| 9.55000 59687.50
6 INCH GRADED AGGREGATE BASE COURSE | | |
5008 571070 600.000 BAG | 125.00000 75000.00| 85.00000 51000.00| 128.00000 76800.00
RAPID HARDENING CEMENTITIOUS MATERIALS | | |
FOR SPALL REPAIRS | | |
5009 571205 15.000 CY | 125.00000 1875.00| 90.00000 1350.00| 100.00000 1500.00
REMOVAL OF UNSUITABLE MATERIAL AND | | |
REFILL | | |
5010 585340 465.000 EA | 24.50000 11392.50| 25.00000 11625.00| 22.00000 10230.00
PLOWABLE RAISED PAVEMENT MARKERS | | |
5011 585600 23030.000 LF | 3.25000 74847.50| 2.85000 65635.50| 2.95000 67938.50
5 INCH WHITE PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE PAVEMENT MARKINGS | | |
5012 585601 2350.000 LF | 5.65000 13277.50| 5.75000 13512.50| 5.10000 11985.00
5 INCH WHITE PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE CONTRAST PAVEMENT | | |
MARKINGS (PPPRCP) | | |
5013 585602 2400.000 LF | 5.65000 13560.00| 5.25000 12600.00| 5.10000 12240.00
10 INCH WHITE PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE PAVEMENT MARKINGS | | |
5015 585604 18078.000 LF | 3.25000 58753.50| 2.70000 48810.60| 2.95000 53330.10
5 INCH YELLOW PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE PAVEMENT MARKINGS | | |
5016 585622 2000.000 LF | 12.00000 24000.00| 11.00000 22000.00| 10.75000 21500.00
16 INCH HEAT APPLIED WHITE PERMANENT | | |
PREFORMED THERMOPLASTIC PAVEMENT | | |
MARKINGS | | |
6001 600000-EA 4.000 EA | 1255.00000 5020.00| 1250.00000 5000.00| 1135.00000 4540.00
. MODIFIED TRAFFIC BARRIER W BEAM | | |
6002 600000-EA 6.000 EA | 125.00000 750.00| 200.00000 1200.00| 113.00000 678.00
. REMOVE EXISTING TRAFFIC BARRIER W BEA | | |
6003 600000-EA 5.000 EA | 565.00000 2825.00| 175.00000 875.00| 510.00000 2550.00
. TRAFFIC BARRIER W BEAM TRAIL END | | |
6004 600000-LF 80.000 LF | 100.00000 8000.00| 190.00000 15200.00| 400.00000 32000.00
. CONCRETE RUBRAIL, FIGURE S-2 | | |
6005 616250 3600.000 TON | 32.00000 115200.00| 29.50000 106200.00| 28.50000 102600.00
CRUSHER RUN AGGREGATE CR-6 FOR SHOULDER | | |
EDGE DROPOFF | | |
6006 616700 30640.000 LF | 0.20000 6128.00| 0.25000 7660.00| 0.25000 7660.00
SHOULDER RUMBLE STRIPS | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 103 -4
TABULATION OF BIDS
CALL ORDER : 103 CONTRACT ID : HO3305177 COUNTIES : HOWARD
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 7
====================================================================================================================================
| | |
|BARDON, INC. D/B/A AGGREGA |FRANCIS O. DAY CO., INC. |P. FLANIGAN & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
6007 660482 125.000 LF | 22.00000 2750.00| 20.00000 2500.00| 19.80000 2475.00
TRAFFIC BARRIER W BEAM USING 6 FOOT POS | | |
6008 660650 150.000 LF | 26.00000 3900.00| 22.00000 3300.00| 23.55000 3532.50
TRAFFIC BARRIER W BEAM USING 8 FOOT POS | | |
6009 661500 8.000 EA | 875.00000 7000.00| 1000.00000 8000.00| 790.00000 6320.00
END ANCHORAGE TERMINAL FOR TYPE A END | | |
TREATMENT EITHER OPTION | | |
6010 661510 6.000 EA | 2500.00000 15000.00| 2250.00000 13500.00| 2265.00000 13590.00
TYPE C TRAFFIC BARRIER END TREATMENT | | |
6011 661515 2.000 EA | 4265.00000 8530.00| 4150.00000 8300.00| 3845.00000 7690.00
TYPE D TRAFFIC BARRIER END TREATMENT | | |
6012 661540 7.000 EA | 565.00000 3955.00| 525.00000 3675.00| 510.00000 3570.00
TYPE I TRAFFIC BARRIER END TREATMENT, | | |
ANY OPTION | | |
6013 662182 6087.500 LF | 7.65000 46569.38| 6.00000 36525.00| 6.90000 42003.75
REMOVE AND RESET EXISTING TRAFFIC | | |
BARRIER | | |
6014 670200 150.000 EA | 5.00000 750.00| 6.50000 975.00| 4.50000 675.00
W BEAM BARRIER REFLECTIVE DELINEATORS | | |
6015 670210 100.000 EA | 40.00000 4000.00| 32.50000 3250.00| 36.20000 3620.00
POST MOUNTED DELINEATOR | | |
7001 704345 1920.000 SY | 5.35000 10272.00| 4.75000 9120.00| 9.00000 17280.00
PLACING FURNISHED TOPSOIL 4 INCH DEPTH | | |
7002 707355 2700.000 SY | 0.70000 1890.00| 0.60000 1620.00| 0.85000 2295.00
PERMANENT SEEDING | | |
7003 708240 1920.000 SY | 1.60000 3072.00| 1.40000 2688.00| 1.85000 3552.00
TYPE A SOIL STABILIZATION MATTING | | |
8001 800000-LS LUMP| 375.00000 375.00| 325.00000 325.00| 600.00000 600.00
. REMOVE AND DISPOSE OF EXISTING | | |
MATERIAL | | |
8002 805160 75.000 LF | 12.50000 937.50| 11.00000 825.00| 12.00000 900.00
1 INCH LIQUID TIGHT FLEXIBLE | | |
NON-METALLIC CONDUIT FOR DETECTOR SLEEVE| | |
8003 815335 6.000 EA | 4150.00000 24900.00| 3600.00000 21600.00| 2900.00000 17400.00
PIEZO SENSOR | | |
8004 861104 275.000 LF | 2.50000 687.50| 2.25000 618.75| 1.70000 467.50
ELECTRICAL CABLE - 2 CONDUCTOR | | |
(ALUMINUM SHIELDED) | | |
8005 862101 1500.000 LF | 2.50000 3750.00| 2.25000 3375.00| 1.70000 2550.00
LOOP WIRE ENCASED IN FLEXIBLE TUBING | | |
(NO. 14 AWG) | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 103 -5
TABULATION OF BIDS
CALL ORDER : 103 CONTRACT ID : HO3305177 COUNTIES : HOWARD
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 7
====================================================================================================================================
| | |
|BARDON, INC. D/B/A AGGREGA |FRANCIS O. DAY CO., INC. |P. FLANIGAN & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
8006 862102 550.000 LF | 15.00000 8250.00| 13.00000 7150.00| 11.00000 6050.00
SAW CUT FOR SIGNAL (LOOP DETECTOR) | | |
SECTION TOTALS | $ 3,814,204.68| $ 3,973,986.35| $ 4,428,158.35
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,814,204.68| $ 3,973,986.35| $ 4,428,158.35
====================================================================================================================================
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