MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/13/06
PAGE : 203 -1
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6695180 COUNTIES : GARRETT
LETTING DATE : 04/06/06 12:00 NOON DISTRICT : 6
CONTRACT DESCRIPTION : CONTRACT TIME : 170 CALENDAR DAYS
REHABILITATION OF DECKS FOR FIVE BRIDGESRON I-68 WB FROM PROJECT(S) : AC-BH-68-2(20)E
BEAR CREEK TO SAND SPRING ROAD
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 AHERN & ASSOCIATES, INC. $ 2,084,028.65 100.0000%
2 G. A. & F. C. WAGMAN, INC. $ 2,139,684.60 102.6706%
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GA6695180
| | |
1001 100000-UD 60.000 UD | 25.00000 1500.00| 40.00000 2400.00|
. DRONE RADAR | | |
1002 110360 LUMP| 30000.00000 30000.00| 30000.00000 30000.00|
TYPE C ENGINEERS OFFICE | | |
1003 110455 2.000 EA | 1200.00000 2400.00| 1500.00000 3000.00|
CELLULAR TELEPHONE | | |
1004 110470 1.000 EA | 1150.00000 1150.00| 1200.00000 1200.00|
DIGITAL CAMERA | | |
1005 114215 4840.000 LF | 1.10000 5324.00| 1.10000 5324.00|
5 INCH YELLOW REMOVABLE PREFORMED | | |
PAVEMENT LINE MARKINGS FOR BRIDGE S5 | | |
1006 114215 11300.000 LF | 1.10000 12430.00| 1.10000 12430.00|
5 INCH YELLOW REMOVABLE PREFORMED | | |
PAVEMENT LINE MARKINGS FOR BRIDGES S1, | | |
S2, S3, AND S4 | | |
1007 114220 5240.000 LF | 1.10000 5764.00| 1.10000 5764.00|
5 INCH WHITE REMOVABLE PREFORMED | | |
PAVEMENT LINE MARKINGS FOR BRIDGE S5 | | |
1008 114220 6500.000 LF | 1.10000 7150.00| 1.10000 7150.00|
5 INCH WHITE REMOVABLE PREFORMED | | |
PAVEMENT LINE MARKINGS FOR BRIDGES S1, | | |
S2, S3, AND S4 | | |
1009 114230 600.000 LF | 2.20000 1320.00| 2.20000 1320.00|
10 INCH WHITE REMOVABLE PREFORMED | | |
PAVEMENT LINE MARKINGS FOR BRIDGES S1, | | |
S2, S3, AND S4 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/13/06
PAGE : 203 -2
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6695180 COUNTIES : GARRETT
LETTING DATE : 04/06/06 12:00 NOON DISTRICT : 6
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1010 114275 17580.000 LF | 0.22000 3867.60| 0.22000 3867.60|
REMOVAL OF REMOVABLE PREFORMED PAVEMENT | | |
MARKINGS - ANY WIDTH FOR BRIDGE S5 | | |
1011 114275 30450.000 LF | 0.22000 6699.00| 0.22000 6699.00|
REMOVAL OF REMOVABLE PREFORMED PAVEMENT | | |
MARKINGS - ANY WIDTH FOR BRIDGES S1, S2,| | |
S3, AND S4 | | |
1012 114300 7500.000 LF | 3.05000 22875.00| 3.05000 22875.00|
8 INCH REMOVABLE PATTERNED BLACK LINE | | |
MASK TAPE FOR MAINTENANCE OF TRAFFIC | | |
FOR BRIDGE S5 | | |
1013 114300 12050.000 LF | 3.05000 36752.50| 3.05000 36752.50|
8 INCH REMOVABLE PATTERNED BLACK LINE | | |
MASK TAPE FOR MAINTENANCE OF TRAFFIC | | |
FOR BRIDGES S1, S2, S3, AND S4 | | |
1014 120500 LUMP| 20000.00000 20000.00| 16500.00000 16500.00|
MAINTENANCE OF TRAFFIC FOR BRIDGE S5 | | |
1015 120500 LUMP| 40000.00000 40000.00| 27000.00000 27000.00|
MAINTENANCE OF TRAFFIC FOR BRIDGES S1, | | |
S2, S3, AND S4 | | |
1016 120610 60.000 UD | 25.00000 1500.00| 36.00000 2160.00|
ARROW PANEL FOR BRIDGE S5 | | |
1017 120610 60.000 UD | 25.00000 1500.00| 36.00000 2160.00|
ARROW PANEL FOR BRIDGES S1, S2, S3, AND | | |
S4 | | |
1018 120625 204.000 SF | 15.00000 3060.00| 18.00000 3672.00|
TEMPORARY TRAFFIC SIGNS HIGH | | |
PERFORMANCE WIDE ANGLE RETROREFLECTIVE | | |
SHEETING FOR BRIDGE S5 | | |
1019 120625 285.000 SF | 15.00000 4275.00| 18.00000 5130.00|
TEMPORARY TRAFFIC SIGNS HIGH | | |
PERFORMANCE WIDE ANGLE RETROREFLECTIVE | | |
SHEETING FOR BRIDGES S1, S2, S3, AND S4 | | |
1020 120662 410.000 LF | 1.00000 410.00| 1.00000 410.00|
REMOVAL OF EXISTING PAVEMENT LINE | | |
MARKINGS - ANY WIDTH FOR BRIDGE S5 | | |
1021 120662 3655.000 LF | 1.00000 3655.00| 1.00000 3655.00|
REMOVAL OF EXISTING PAVEMENT LINE | | |
MARKINGS - ANY WIDTH FOR BRIDGES S1, S2,| | |
S3, AND S4 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/13/06
PAGE : 203 -3
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6695180 COUNTIES : GARRETT
LETTING DATE : 04/06/06 12:00 NOON DISTRICT : 6
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1022 120715 603.000 LF | 2.65000 1597.95| 2.70000 1628.10|
RESET PRECAST TEMPORARY CONCRETE | | |
TRAFFIC BARRIER FOR MAINTENANCE OF | | |
TRAFFIC FOR BRIDGE S5 | | |
1023 120715 2968.000 LF | 2.65000 7865.20| 2.70000 8013.60|
RESET PRECAST TEMPORARY CONCRETE | | |
TRAFFIC BARRIER FOR MAINTENANCE OF | | |
TRAFFIC FOR BRIDGES S1, S2, S3, AND S4 | | |
1024 120717 32.000 EA | 16.25000 520.00| 18.00000 576.00|
REFLECTIVE BARRIER MARKERS FOR BRIDGE S | | |
1025 120717 130.000 EA | 16.25000 2112.50| 18.00000 2340.00|
REFLECTIVE BARRIER MARKERS FOR BRIDGES | | |
S1, S2, S3, AND S4 | | |
1026 120750 17.000 BBL | 183.00000 3111.00| 185.00000 3145.00|
TEMPORARY CRASH CUSHION SAND FILLED | | |
PLASTIC BARRELS FOR MAINTENANCE OF | | |
TRAFFIC FOR BRIDGE S5 | | |
1027 120750 68.000 BBL | 183.00000 12444.00| 185.00000 12580.00|
TEMPORARY CRASH CUSHION SAND FILLED | | |
PLASTIC BARRELS FOR MAINTENANCE OF | | |
TRAFFIC FOR BRIDGES S1, S2, S3, AND S4 | | |
1028 120763 1.000 EA | 30.00000 30.00| 55.00000 55.00|
VERTICAL PANELS FOR BRIDGE S5 | | |
1029 120763 4.000 EA | 30.00000 120.00| 55.00000 220.00|
VERTICAL PANELS FOR BRIDGES S1, S2, S3, | | |
AND S4 | | |
1030 120765 17.000 BBL | 58.00000 986.00| 60.00000 1020.00|
REMOVE AND RESET TEMPORARY CRASH | | |
CUSHION SAND FILLED PLASTIC BARRELS FOR | | |
MAINTENANCE OF TRAFFIC FOR BRIDGE S5 | | |
1031 120765 68.000 BBL | 58.00000 3944.00| 60.00000 4080.00|
REMOVE AND RESET TEMPORARY CRASH | | |
CUSHION SAND FILLED PLASTIC BARRELS FOR | | |
MAINTENANCE OF TRAFFIC FOR BRIDGES S1, | | |
S2, S3, AND S4 | | |
1032 120820 72.000 EA | 70.00000 5040.00| 110.00000 7920.00|
DRUMS FOR MAINTENANCE OF TRAFFIC FOR | | |
BRIDGE S5 | | |
1033 120820 77.000 EA | 70.00000 5390.00| 110.00000 8470.00|
DRUMS FOR MAINTENANCE OF TRAFFIC FOR | | |
BRIDGES S1, S2, S3, AND S4 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/13/06
PAGE : 203 -4
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6695180 COUNTIES : GARRETT
LETTING DATE : 04/06/06 12:00 NOON DISTRICT : 6
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1034 120860 90.000 UD | 85.00000 7650.00| 60.00000 5400.00|
PORTABLE VARIABLE MESSAGE SIGN | | |
1035 100000-UD 20.000 UD | 250.00000 5000.00| 500.00000 10000.00|
. PROTECTION VEHICLE | | |
1036 121150 775.000 LF | 21.25000 16468.75| 25.00000 19375.00|
PRECAST TEMPORARY 32 INCH F SHAPE | | |
CONCRETE TRAFFIC BARRIER FOR BRIDGE S5 | | |
1037 121150 3068.000 LF | 21.25000 65195.00| 25.00000 76700.00|
PRECAST TEMPORARY 32 INCH F SHAPE | | |
CONCRETE TRAFFIC BARRIER FOR BRIDGES S1,| | |
S2, S3, AND S4 | | |
1038 130840 LUMP| 10000.00000 10000.00| 20000.00000 20000.00|
CONSTRUCTION STAKEOUT | | |
1039 130850 LUMP| 300000.00000 300000.00| 210000.00000 210000.00|
MOBILIZATION | | |
1040 131000 LUMP| 2250.00000 2250.00| 5000.00000 5000.00|
CPM PROJECT SCHEDULE | | |
2001 201032 60.000 CY | 80.00000 4800.00| 45.00000 2700.00|
CLASS 2 EXCAVATION FOR BRIDGE S5 | | |
2002 201032 250.000 CY | 80.00000 20000.00| 45.00000 11250.00|
CLASS 2 EXCAVATION FOR BRIDGES S1, S2, | | |
S3, AND S4 | | |
2003 210019 400.000 LF | 4.00000 1600.00| 3.50000 1400.00|
SAW CUTS FOR BRIDGE S5 | | |
2004 210019 1680.000 LF | 4.00000 6720.00| 3.50000 5880.00|
SAW CUTS FOR BRIDGES S1, S2, S3, AND S4 | | |
3001 300000-EA 1.000 EA | 2000.00000 2000.00| 3000.00000 3000.00|
. REPAIR EXISTING CURB INLET FOR BRIDGE | | |
S3 | | |
3002 300000-EA 1.000 EA | 2000.00000 2000.00| 3000.00000 3000.00|
. REPAIR EXISTING CURB INLET FOR BRIDGE | | |
S5 | | |
3003 301006 25.000 TON | 80.00000 2000.00| 30.00000 750.00|
STABILIZED CONSTRUCTION ENTRANCE FOR | | |
BRIDGE S5 | | |
3004 301006 100.000 TON | 80.00000 8000.00| 30.00000 3000.00|
STABILIZED CONSTRUCTION ENTRANCE FOR | | |
BRIDGES S1, S2, S3, AND S4 | | |
3005 390525 400.000 LF | 12.00000 4800.00| 3.00000 1200.00|
SILT FENCE FOR BRIDGE S5 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/13/06
PAGE : 203 -5
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6695180 COUNTIES : GARRETT
LETTING DATE : 04/06/06 12:00 NOON DISTRICT : 6
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
3006 390525 1680.000 LF | 12.00000 20160.00| 3.00000 5040.00|
SILT FENCE FOR BRIDGES S1, S2, S3, AND | | |
S4 | | |
4001 400000-CY 195.000 CY | 1250.00000 243750.00| 1550.00000 302250.00|
. LATEX MODIFIED CONCRETE OVERLAY FOR | | |
4002 400000-CY 325.000 CY | 1250.00000 406250.00| 1350.00000 438750.00|
. LATEX MODIFIED CONCRETE OVERLAY FOR | | |
4003 400000-CY 65.000 CY | 1250.00000 81250.00| 1600.00000 104000.00|
. LATEX MODIFIED CONCRETE OVERLAY FOR | | |
4004 400000-CY 48.000 CY | 1250.00000 60000.00| 1600.00000 76800.00|
. LATEX MODIFIED CONCRETE OVERLAY FOR | | |
4005 400000-CY 69.000 CY | 1250.00000 86250.00| 1600.00000 110400.00|
. LATEX MODIFIED CONCRETE OVERLAY FOR | | |
4006 400000-SF 100.000 SF | 24.00000 2400.00| 45.00000 4500.00|
. FORMWORK FOR FULL DEPTH DECK REPAIRS | | |
FOR | | |
4007 400000-SF 100.000 SF | 24.00000 2400.00| 45.00000 4500.00|
. FORMWORK FOR FULL DEPTH DECK REPAIRS | | |
FOR | | |
4008 400000-SF 100.000 SF | 24.00000 2400.00| 45.00000 4500.00|
. FORMWORK FOR FULL DEPTH DECK REPAIRS | | |
FOR | | |
4009 400000-SF 100.000 SF | 24.00000 2400.00| 45.00000 4500.00|
. FORMWORK FOR FULL DEPTH DECK REPAIRS | | |
FOR | | |
4010 400000-SF 100.000 SF | 24.00000 2400.00| 45.00000 4500.00|
. FORMWORK FOR FULL DEPTH DECK REPAIRS | | |
FOR | | |
4011 433330 3.000 EA | 600.00000 1800.00| 500.00000 1500.00|
VOIDED SCUPPER FOR BRIDGE NO. 1101504, | | |
S3 | | |
4012 433330 3.000 EA | 600.00000 1800.00| 500.00000 1500.00|
VOIDED SCUPPER FOR BRIDGE NO. 1103804, | | |
S1 | | |
4013 435125 30.000 CF | 345.00000 10350.00| 375.00000 11250.00|
TROWEL GRADE MORTAR REPAIRS FOR BRIDGE | | |
FOR BRIDGE NO. 1101504, S3 | | |
4014 435125 20.000 CF | 345.00000 6900.00| 375.00000 7500.00|
TROWEL GRADE MORTAR REPAIRS FOR BRIDGE | | |
FOR BRIDGE NO. 1103804, S1 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/13/06
PAGE : 203 -6
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6695180 COUNTIES : GARRETT
LETTING DATE : 04/06/06 12:00 NOON DISTRICT : 6
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
4015 435125 10.000 CF | 345.00000 3450.00| 375.00000 3750.00|
TROWEL GRADE MORTAR REPAIRS FOR BRIDGE | | |
FOR BRIDGE NO. 1103904, S4 | | |
4016 435125 10.000 CF | 345.00000 3450.00| 375.00000 3750.00|
TROWEL GRADE MORTAR REPAIRS FOR BRIDGE | | |
FOR BRIDGE NO. 1104004, S2 | | |
4017 435125 10.000 CF | 345.00000 3450.00| 375.00000 3750.00|
TROWEL GRADE MORTAR REPAIRS FOR BRIDGE | | |
FOR BRIDGE NO. 1104604, S5 | | |
4018 456140 100.000 LF | 12.00000 1200.00| 5.00000 500.00|
REPAIR BAR FOR DECK REINFORCEMENT FOR | | |
BRIDGE NO. 1101504, S3 | | |
4019 456140 100.000 LF | 12.00000 1200.00| 5.00000 500.00|
REPAIR BAR FOR DECK REINFORCEMENT FOR | | |
BRIDGE NO. 1103804, S1 | | |
4020 456140 100.000 LF | 12.00000 1200.00| 5.00000 500.00|
REPAIR BAR FOR DECK REINFORCEMENT FOR | | |
BRIDGE NO. 1103904, S4 | | |
4021 456140 100.000 LF | 12.00000 1200.00| 5.00000 500.00|
REPAIR BAR FOR DECK REINFORCEMENT FOR | | |
BRIDGE NO. 1104004, S2 | | |
4022 456140 100.000 LF | 12.00000 1200.00| 5.00000 500.00|
REPAIR BAR FOR DECK REINFORCEMENT FOR | | |
BRIDGE NO. 1104604, S5 | | |
4023 463125 95.000 LF | 265.00000 25175.00| 280.00000 26600.00|
MODIFYING EXISTING BRIDGE ROADWAY | | |
JOINTS FOR BRIDGE NO. 1101504, S3 | | |
4024 463125 80.000 LF | 265.00000 21200.00| 320.00000 25600.00|
MODIFYING EXISTING BRIDGE ROADWAY | | |
JOINTS FOR BRIDGE NO. 1103804, S1 | | |
4025 463125 120.000 LF | 265.00000 31800.00| 320.00000 38400.00|
MODIFYING EXISTING BRIDGE ROADWAY | | |
JOINTS FOR BRIDGE NO. 1103904, S4 | | |
4026 463125 80.000 LF | 265.00000 21200.00| 320.00000 25600.00|
MODIFYING EXISTING BRIDGE ROADWAY | | |
JOINTS FOR BRIDGE NO. 1104004, S2 | | |
4027 463125 116.000 LF | 265.00000 30740.00| 320.00000 37120.00|
MODIFYING EXISTING BRIDGE ROADWAY | | |
JOINTS FOR BRIDGE NO. 1104604, S5 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/13/06
PAGE : 203 -7
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6695180 COUNTIES : GARRETT
LETTING DATE : 04/06/06 12:00 NOON DISTRICT : 6
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
4028 478153 3.000 NU | 500.00000 1500.00| 400.00000 1200.00|
FLOODLIGHTING FOR BRIDGE NO. 1101504, S | | |
4029 478153 4.000 NU | 500.00000 2000.00| 400.00000 1600.00|
FLOODLIGHTING FOR BRIDGE NO. 1103804, S | | |
4030 478153 2.000 NU | 500.00000 1000.00| 400.00000 800.00|
FLOODLIGHTING FOR BRIDGE NO. 1103904, S | | |
4031 478153 2.000 NU | 500.00000 1000.00| 400.00000 800.00|
FLOODLIGHTING FOR BRIDGE NO. 1104004, S | | |
4032 478153 2.000 NU | 500.00000 1000.00| 400.00000 800.00|
FLOODLIGHTING FOR BRIDGE NO. 1104604, S | | |
5001 500000-LS LUMP| 150000.00000 150000.00| 150000.00000 150000.00|
. ROADWAY COMPLETE INCENTIVE | | |
5002 500000-TON 21.000 TON | 76.00000 1596.00| 76.00000 1596.00|
. 2" HMA SUPPAV 9.5MM FOR SUR, PG64-22, | | |
5003 500000-TON 88.000 TON | 76.00000 6688.00| 76.00000 6688.00|
. 2" HMA SUPPAV 9.5MM FOR SUR, PG64-22, | | |
5004 504302 74.000 TON | 73.00000 5402.00| 74.00000 5476.00|
HOT MIX ASPHALT SUPERPAVE 19.0mm FOR | | |
BASE, PG64-22, LEVEL-4 FOR BRIDGE S5 | | |
5005 504302 308.000 TON | 73.00000 22484.00| 74.00000 22792.00|
HOT MIX ASPHALT SUPERPAVE 19.0mm FOR | | |
BASE, PG64-22, LEVEL-4 FOR BRIDGES S1, | | |
S2, S3, AND S4 | | |
5006 520113 178.000 SY | 30.00000 5340.00| 12.00000 2136.00|
6 INCH GRADED AGGREGATE BASE COURSE FOR | | |
BRIDGE S5 | | |
5007 520113 747.000 SY | 30.00000 22410.00| 12.00000 8964.00|
6 INCH GRADED AGGREGATE BASE COURSE FOR | | |
BRIDGES S1, S2, S3, AND S4 | | |
5008 585340 2.000 EA | 100.00000 200.00| 100.00000 200.00|
PLOWABLE RAISED PAVEMENT MARKERS FOR | | |
BRIDGE S5 | | |
5009 585340 10.000 EA | 100.00000 1000.00| 100.00000 1000.00|
PLOWABLE RAISED PAVEMENT MARKERS FOR | | |
BRIDGES S1, S2, S3, AND S4 | | |
5010 585360 400.000 LF | 7.00000 2800.00| 2.50000 1000.00|
RUMBLE STRIPS FOR BRIDGE S5 | | |
5011 585360 1700.000 LF | 7.00000 11900.00| 2.50000 4250.00|
RUMBLE STRIPS FOR BRIDGES S1, S2, S3, | | |
AND S4 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/13/06
PAGE : 203 -8
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6695180 COUNTIES : GARRETT
LETTING DATE : 04/06/06 12:00 NOON DISTRICT : 6
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
5012 585600 100.000 LF | 2.91000 291.00| 2.92000 292.00|
5 INCH WHITE PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE PAVEMENT MARKINGS | | |
FOR BRIDGE S5 | | |
5013 585600 300.000 LF | 2.91000 873.00| 2.92000 876.00|
5 INCH WHITE PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE PAVEMENT MARKINGS | | |
FOR BRIDGES S1, S2, S3, AND S4 | | |
5014 585601 245.000 LF | 5.91000 1447.95| 5.92000 1450.40|
5 INCH WHITE PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE CONTRAST PAVEMENT | | |
MARKINGS (PPPRCP) FOR BRIDGE S5 | | |
5015 585601 2085.000 LF | 5.91000 12322.35| 5.92000 12343.20|
5 INCH WHITE PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE CONTRAST PAVEMENT | | |
MARKINGS (PPPRCP) FOR BRIDGES S1, S2, | | |
S3, AND S4 | | |
5016 585603 165.000 LF | 5.91000 975.15| 5.92000 976.80|
5 INCH YELLOW PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE CONTRAST PAVEMENT | | |
MARKINGS (PPPRCP) FOR BRIDGE S5 | | |
5017 585603 1570.000 LF | 5.91000 9278.70| 5.92000 9294.40|
5 INCH YELLOW PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE CONTRAST PAVEMENT | | |
MARKINGS (PPPRCP) FOR BRIDGES S1, S2, | | |
S3, AND S4 | | |
5018 585604 100.000 LF | 2.91000 291.00| 2.92000 292.00|
5 INCH YELLOW PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE PAVEMENT MARKINGS | | |
FOR BRIDGE S5 | | |
5019 585604 300.000 LF | 2.91000 873.00| 2.92000 876.00|
5 INCH YELLOW PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE PAVEMENT MARKINGS | | |
FOR BRIDGES S1, S2, S3, AND S4 | | |
6001 661387 2.000 EA | 1900.00000 3800.00| 1900.00000 3800.00|
TRAFFIC BARRIER W BEAM ANCHORAGE AT | | |
BRIDGE END POST OR CONCRETE TRAFFIC | | |
BARRIER SINGLE FACE FOR BRIDGES S1, S2, | | |
S3, AND S4 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/13/06
PAGE : 203 -9
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6695180 COUNTIES : GARRETT
LETTING DATE : 04/06/06 12:00 NOON DISTRICT : 6
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
6002 661390 2.000 EA | 2365.00000 4730.00| 2365.00000 4730.00|
TRAFFIC BARRIER THRIE BEAM ANCHORAGE AT | | |
BRIDGE END POST FOR BRIDGE S5 | | |
6003 661390 4.000 EA | 2365.00000 9460.00| 2365.00000 9460.00|
TRAFFIC BARRIER THRIE BEAM ANCHORAGE AT | | |
BRIDGE END POST FOR BRIDGES S1, S2, S3, | | |
AND S4 | | |
6004 662290 25.000 LF | 30.00000 750.00| 30.00000 750.00|
REMOVE AND REPLACE TRAFFIC BARRIER W | | |
BEAM FOR BRIDGE S5 | | |
6005 662290 100.000 LF | 30.00000 3000.00| 30.00000 3000.00|
REMOVE AND REPLACE TRAFFIC BARRIER W | | |
BEAM FOR BRIDGES S1, S2, S3, AND S4 | | |
6006 662325 75.000 LF | 5.00000 375.00| 5.00000 375.00|
REMOVAL AND DISPOSAL OF EXISTING | | |
TRAFFIC BARRIER FOR BRIDGE S5 | | |
6007 662325 150.000 LF | 5.00000 750.00| 5.00000 750.00|
REMOVAL AND DISPOSAL OF EXISTING | | |
TRAFFIC BARRIER FOR BRIDGES S1, S2, S3, | | |
AND S4 | | |
7001 704345 500.000 SY | 10.00000 5000.00| 5.05000 2525.00|
PLACING FURNISHED TOPSOIL 4 INCH DEPTH | | |
7002 705400 30.000 LB | 8.00000 240.00| 12.00000 360.00|
TEMPORARY SEEDING | | |
7003 705410 500.000 SY | 2.00000 1000.00| 1.00000 500.00|
TEMPORARY STRAW MULCHING | | |
7004 707355 1000.000 SY | 2.00000 2000.00| 1.00000 1000.00|
PERMANENT SEEDING | | |
SECTION TOTALS | $ 2,084,028.65| $ 2,139,684.60| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,084,028.65| $ 2,139,684.60| $
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