MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 203 -1
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6685180 COUNTIES : GARRETT
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 6
CONTRACT DESCRIPTION : CONTRACT TIME : 170 CALENDAR DAYS
REHABILITATION OF DECKS FOR FIVE BRIDGESRON I-68 EB FROM PROJECT(S) : AC-BH-68-2(19)E
BEAR CREEK TO SAND SPRING ROAD
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 AHERN & ASSOCIATES, INC. $ 1,987,107.92 100.0000%
2 G. A. & F. C. WAGMAN, INC. $ 2,250,552.22 113.2577%
3 A & M CONCRETE CORPORATION $ 3,390,204.00 170.6100%
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |A & M CONCRETE CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GA6685180
| | |
1001 100000-UD 60.000 UD | 25.00000 1500.00| 40.00000 2400.00| 25.00000 1500.00
. DRONE RADAR | | |
1002 110360 LUMP| 30000.00000 30000.00| 45000.00000 45000.00| 25000.00000 25000.00
TYPE C ENGINEERS OFFICE | | |
1003 110455 2.000 EA | 1200.00000 2400.00| 2500.00000 5000.00| 2000.00000 4000.00
CELLULAR TELEPHONE | | |
1004 110470 1.000 EA | 1150.00000 1150.00| 1500.00000 1500.00| 600.00000 600.00
DIGITAL CAMERA | | |
1005 114215 2950.000 LF | 1.10000 3245.00| 1.10000 3245.00| 1.40000 4130.00
5 INCH YELLOW REMOVABLE PREFORMED | | |
PAVEMENT LINE MARKINGS FOR BRIDGE S1 | | |
1006 114215 10530.000 LF | 1.10000 11583.00| 1.10000 11583.00| 1.40000 14742.00
5 INCH YELLOW REMOVABLE PREFORMED | | |
PAVEMENT LINE MARKINGS FOR BRIDGES S2, | | |
S3, S4, AND S5 | | |
1007 114220 2190.000 LF | 1.10000 2409.00| 1.10000 2409.00| 1.40000 3066.00
5 INCH WHITE REMOVABLE PREFORMED | | |
PAVEMENT LINE MARKINGS FOR BRIDGE S1 | | |
1008 114220 7560.000 LF | 1.10000 8316.00| 1.10000 8316.00| 1.40000 10584.00
5 INCH WHITE REMOVABLE PREFORMED | | |
PAVEMENT LINE MARKINGS FOR BRIDGES S2, | | |
S3, S4, AND S5 | | |
1009 114245 20.000 LF | 6.00000 120.00| 6.00000 120.00| 7.50000 150.00
24 INCH WHITE REMOVABLE PREFORMED | | |
PAVEMENT LINE MARKINGS FOR BRIDGE S3 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 203 -2
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6685180 COUNTIES : GARRETT
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 6
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |A & M CONCRETE CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1010 114275 9180.000 LF | 0.22000 2019.60| 0.22000 2019.60| 0.30000 2754.00
REMOVAL OF REMOVABLE PREFORMED PAVEMENT | | |
MARKINGS - ANY WIDTH FOR BRIDGE S1 | | |
1011 114275 27700.000 LF | 0.22000 6094.00| 0.22000 6094.00| 0.30000 8310.00
REMOVAL OF REMOVABLE PREFORMED PAVEMENT | | |
MARKINGS - ANY WIDTH FOR BRIDGES S2, S3,| | |
S4, AND S5 | | |
1012 114300 4040.000 LF | 3.05000 12322.00| 3.05000 12322.00| 3.80000 15352.00
8 INCH REMOVABLE PATTERNED BLACK LINE | | |
MASK TAPE FOR MAINTENANCE OF TRAFFIC | | |
FOR BRIDGE S1 | | |
1013 114300 9590.000 LF | 3.05000 29249.50| 3.05000 29249.50| 3.80000 36442.00
8 INCH REMOVABLE PATTERNED BLACK LINE | | |
MASK TAPE FOR MAINTENANCE OF TRAFFIC | | |
FOR BRIDGES S2, S3, S4, AND S5 | | |
1014 120500 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 30000.00000 30000.00
MAINTENANCE OF TRAFFIC FOR BRIDGE S1 | | |
1015 120500 LUMP| 50000.00000 50000.00| 35000.00000 35000.00| 105000.00000 105000.00
MAINTENANCE OF TRAFFIC FOR BRIDGES S2, | | |
S3, S4, AND S5 | | |
1016 120610 60.000 UD | 25.00000 1500.00| 36.00000 2160.00| 25.00000 1500.00
ARROW PANEL FOR BRIDGE S1 | | |
1017 120610 60.000 UD | 25.00000 1500.00| 36.00000 2160.00| 25.00000 1500.00
ARROW PANEL FOR BRIDGES S2, S3, S4, AND | | |
S5 | | |
1018 120625 192.000 SF | 15.00000 2880.00| 18.00000 3456.00| 20.00000 3840.00
TEMPORARY TRAFFIC SIGNS HIGH | | |
PERFORMANCE WIDE ANGLE RETROREFLECTIVE | | |
SHEETING FOR BRIDGE S1 | | |
1019 120625 286.000 SF | 15.00000 4290.00| 18.00000 5148.00| 20.00000 5720.00
TEMPORARY TRAFFIC SIGNS HIGH | | |
PERFORMANCE WIDE ANGLE RETROREFLECTIVE | | |
SHEETING FOR BRIDGES S2, S3, S4, AND S5 | | |
1020 120662 220.000 LF | 1.00000 220.00| 1.00000 220.00| 1.25000 275.00
REMOVAL OF EXISTING PAVEMENT LINE | | |
MARKINGS - ANY WIDTH FOR BRIDGE S1 | | |
1021 120662 1740.000 LF | 1.00000 1740.00| 1.00000 1740.00| 1.25000 2175.00
REMOVAL OF EXISTING PAVEMENT LINE | | |
MARKINGS - ANY WIDTH FOR BRIDGES S2, S3,| | |
S4, AND S5 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 203 -3
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6685180 COUNTIES : GARRETT
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 6
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |A & M CONCRETE CORPORATION
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| 20.00000 12060.00
RESET PRECAST TEMPORARY CONCRETE | | |
TRAFFIC BARRIER FOR MAINTENANCE OF | | |
TRAFFIC FOR BRIDGE S1 | | |
1023 120715 2874.000 LF | 2.65000 7616.10| 2.70000 7759.80| 20.00000 57480.00
RESET PRECAST TEMPORARY CONCRETE | | |
TRAFFIC BARRIER FOR MAINTENANCE OF | | |
TRAFFIC FOR BRIDGES S2, S3, S4, AND S5 | | |
1024 120717 31.000 EA | 10.15000 314.65| 18.00000 558.00| 13.00000 403.00
REFLECTIVE BARRIER MARKERS FOR BRIDGE S | | |
1025 120717 151.000 EA | 10.15000 1532.65| 18.00000 2718.00| 13.00000 1963.00
REFLECTIVE BARRIER MARKERS FOR BRIDGES | | |
S2, S3, S4, AND S5 | | |
1026 120750 17.000 BBL | 183.00000 3111.00| 185.00000 3145.00| 330.00000 5610.00
TEMPORARY CRASH CUSHION SAND FILLED | | |
PLASTIC BARRELS FOR MAINTENANCE OF | | |
TRAFFIC FOR BRIDGE S1 | | |
1027 120750 51.000 BBL | 183.00000 9333.00| 185.00000 9435.00| 330.00000 16830.00
TEMPORARY CRASH CUSHION SAND FILLED | | |
PLASTIC BARRELS FOR MAINTENANCE OF | | |
TRAFFIC FOR BRIDGES S2, S3, S4, AND S5 | | |
1028 120763 1.000 EA | 30.00000 30.00| 55.00000 55.00| 25.00000 25.00
VERTICAL PANELS FOR BRIDGE S1 | | |
1029 120763 4.000 EA | 30.00000 120.00| 55.00000 220.00| 25.00000 100.00
VERTICAL PANELS FOR BRIDGES S2, S3, S4, | | |
AND S5 | | |
1030 120765 17.000 BBL | 58.00000 986.00| 60.00000 1020.00| 250.00000 4250.00
REMOVE AND RESET TEMPORARY CRASH | | |
CUSHION SAND FILLED PLASTIC BARRELS FOR | | |
MAINTENANCE OF TRAFFIC FOR BRIDGE S1 | | |
1031 120765 51.000 BBL | 58.00000 2958.00| 60.00000 3060.00| 250.00000 12750.00
REMOVE AND RESET TEMPORARY CRASH | | |
CUSHION SAND FILLED PLASTIC BARRELS FOR | | |
MAINTENANCE OF TRAFFIC FOR BRIDGES S2, | | |
S3, S4, AND S5 | | |
1032 120820 63.000 EA | 70.00000 4410.00| 122.00000 7686.00| 100.00000 6300.00
DRUMS FOR MAINTENANCE OF TRAFFIC FOR | | |
BRIDGE S1 | | |
1033 120820 72.000 EA | 70.00000 5040.00| 122.00000 8784.00| 100.00000 7200.00
DRUMS FOR MAINTENANCE OF TRAFFIC FOR | | |
BRIDGES S2, S3, S4, AND S5 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 203 -4
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6685180 COUNTIES : GARRETT
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 6
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |A & M CONCRETE CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1034 120860 30.000 UD | 85.00000 2550.00| 105.00000 3150.00| 100.00000 3000.00
PORTABLE VARIABLE MESSAGE SIGN FOR | | |
BRIDGE S1 | | |
1035 120860 150.000 UD | 85.00000 12750.00| 80.00000 12000.00| 100.00000 15000.00
PORTABLE VARIABLE MESSAGE SIGN FOR | | |
BRIDGES S2, S3, S4, AND S5 | | |
1036 100000-UD 40.000 UD | 250.00000 10000.00| 400.00000 16000.00| 1050.00000 42000.00
. PROTECTION VEHICLE | | |
1037 121150 603.000 LF | 21.25000 12813.75| 24.00000 14472.00| 75.00000 45225.00
PRECAST TEMPORARY 32 INCH F SHAPE | | |
CONCRETE TRAFFIC BARRIER FOR BRIDGE S1 | | |
1038 121150 3046.000 LF | 21.25000 64727.50| 25.00000 76150.00| 75.00000 228450.00
PRECAST TEMPORARY 32 INCH F SHAPE | | |
CONCRETE TRAFFIC BARRIER FOR BRIDGES S2,| | |
S3, S4, AND S5 | | |
1039 130840 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| 12500.00000 12500.00
CONSTRUCTION STAKEOUT | | |
1040 130850 LUMP| 160000.00000 160000.00| 230000.00000 230000.00| 400000.00000 400000.00
MOBILIZATION | | |
1041 131000 LUMP| 2250.00000 2250.00| 7500.00000 7500.00| 9500.00000 9500.00
CPM PROJECT SCHEDULE | | |
1042 120761 20.000 BBL | 183.00000 3660.00| 180.00000 3600.00| 330.00000 6600.00
REPLACE TEMPORARY CRASH CUSHION SAND | | |
FILLED PLASTIC BARRELS FOR MAINTENANCE | | |
OF TRAFFIC | | |
2001 201032 73.000 CY | 80.00000 5840.00| 45.00000 3285.00| 230.00000 16790.00
CLASS 2 EXCAVATION FOR BRIDGE S1 | | |
2002 201032 230.000 CY | 80.00000 18400.00| 45.00000 10350.00| 220.00000 50600.00
CLASS 2 EXCAVATION FOR BRIDGES S2, S3, | | |
S4, AND S5 | | |
2003 210019 440.000 LF | 4.00000 1760.00| 3.50000 1540.00| 15.00000 6600.00
SAW CUTS FOR BRIDGE S1 | | |
2004 210019 1800.000 LF | 4.00000 7200.00| 3.50000 6300.00| 15.00000 27000.00
SAW CUTS FOR BRIDGES S2, S3, S4, AND S5 | | |
3001 390525 205.000 LF | 12.00000 2460.00| 4.00000 820.00| 12.00000 2460.00
SILT FENCE FOR BRIDGE S1 | | |
3002 390525 800.000 LF | 12.00000 9600.00| 4.00000 3200.00| 12.00000 9600.00
SILT FENCE FOR BRIDGES S2, S3, S4, AND | | |
S5 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 203 -5
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6685180 COUNTIES : GARRETT
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 6
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |A & M CONCRETE CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
3003 300000-EA 1.000 EA | 2000.00000 2000.00| 2700.00000 2700.00| 6000.00000 6000.00
. REPAIR EXISTING CURB INLET FOR BRIDGE | | |
S1 | | |
3004 300000-EA 1.000 EA | 2000.00000 2000.00| 2700.00000 2700.00| 6000.00000 6000.00
. REPAIR EXISTING CURB INLET FOR BRIDGE | | |
S4 | | |
4001 400000-CY 244.000 CY | 1250.00000 305000.00| 1400.00000 341600.00| 2000.00000 488000.00
. LATEX MODIFIED CONCRETE OVERLAY FOR | | |
4002 400000-CY 295.000 CY | 1250.00000 368750.00| 1400.00000 413000.00| 2000.00000 590000.00
. LATEX MODIFIED CONCRETE OVERLAY FOR | | |
4003 400000-CY 86.000 CY | 1250.00000 107500.00| 1400.00000 120400.00| 2000.00000 172000.00
. LATEX MODIFIED CONCRETE OVERLAY FOR | | |
4004 400000-CY 48.000 CY | 1250.00000 60000.00| 1800.00000 86400.00| 2850.00000 136800.00
. LATEX MODIFIED CONCRETE OVERLAY FOR | | |
4005 400000-CY 64.000 CY | 1250.00000 80000.00| 1700.00000 108800.00| 2300.00000 147200.00
. LATEX MODIFIED CONCRETE OVERLAY FOR | | |
4006 400000-SF 100.000 SF | 24.00000 2400.00| 47.00000 4700.00| 20.00000 2000.00
. FORMWORK FOR FULL DEPTH DECK REPAIRS | | |
FOR | | |
4007 400000-SF 100.000 SF | 24.00000 2400.00| 47.00000 4700.00| 20.00000 2000.00
. FORMWORK FOR FULL DEPTH DECK REPAIRS | | |
FOR | | |
4008 400000-SF 100.000 SF | 24.00000 2400.00| 47.00000 4700.00| 20.00000 2000.00
. FORMWORK FOR FULL DEPTH DECK REPAIRS | | |
FOR | | |
4009 400000-SF 100.000 SF | 24.00000 2400.00| 47.00000 4700.00| 20.00000 2000.00
. FORMWORK FOR FULL DEPTH DECK REPAIRS | | |
FOR | | |
4010 400000-SF 100.000 SF | 24.00000 2400.00| 47.00000 4700.00| 20.00000 2000.00
. FORMWORK FOR FULL DEPTH DECK REPAIRS | | |
FOR | | |
4011 433330 3.000 EA | 600.00000 1800.00| 500.00000 1500.00| 2500.00000 7500.00
VOIDED SCUPPER FOR BRIDGE NO. 1101503, | | |
S3 | | |
4012 433330 3.000 EA | 600.00000 1800.00| 500.00000 1500.00| 2500.00000 7500.00
VOIDED SCUPPER FOR BRIDGE NO. 1103803, | | |
S5 | | |
4013 435125 100.000 CF | 345.00000 34500.00| 345.00000 34500.00| 600.00000 60000.00
TROWEL GRADE MORTAR REPAIRS FOR BRIDGE | | |
FOR BRIDGE NO. 1101503, S3 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 203 -6
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6685180 COUNTIES : GARRETT
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 6
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |A & M CONCRETE CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
4014 435125 10.000 CF | 345.00000 3450.00| 345.00000 3450.00| 725.00000 7250.00
TROWEL GRADE MORTAR REPAIRS FOR BRIDGE | | |
FOR BRIDGE NO. 1103803, S5 | | |
4015 435125 30.000 CF | 345.00000 10350.00| 345.00000 10350.00| 575.00000 17250.00
TROWEL GRADE MORTAR REPAIRS FOR BRIDGE | | |
FOR BRIDGE NO. 1103903, S2 | | |
4016 435125 10.000 CF | 345.00000 3450.00| 345.00000 3450.00| 750.00000 7500.00
TROWEL GRADE MORTAR REPAIRS FOR BRIDGE | | |
FOR BRIDGE NO. 1104003, S4 | | |
4017 456140 100.000 LF | 12.00000 1200.00| 5.50000 550.00| 1.50000 150.00
REPAIR BAR FOR DECK REINFORCEMENT FOR | | |
BRIDGE NO. 1101503, S3 | | |
4018 456140 100.000 LF | 12.00000 1200.00| 5.50000 550.00| 1.50000 150.00
REPAIR BAR FOR DECK REINFORCEMENT FOR | | |
BRIDGE NO. 1103803, S5 | | |
4019 456140 10.000 LF | 12.00000 120.00| 5.50000 55.00| 10.00000 100.00
REPAIR BAR FOR DECK REINFORCEMENT FOR | | |
BRIDGE NO. 1103903, S2 | | |
4020 456140 100.000 LF | 12.00000 1200.00| 5.50000 550.00| 1.50000 150.00
REPAIR BAR FOR DECK REINFORCEMENT FOR | | |
BRIDGE NO. 1104003, S4 | | |
4021 456140 100.000 LF | 12.00000 1200.00| 5.50000 550.00| 1.50000 150.00
REPAIR BAR FOR DECK REINFORCEMENT FOR | | |
BRIDGE NO. 1104603, S1 | | |
4022 463125 95.000 LF | 265.00000 25175.00| 275.00000 26125.00| 150.00000 14250.00
MODIFYING EXISTING BRIDGE ROADWAY | | |
JOINTS FOR BRIDGE NO. 1101503, S3 | | |
4023 463125 79.000 LF | 265.00000 20935.00| 350.00000 27650.00| 150.00000 11850.00
MODIFYING EXISTING BRIDGE ROADWAY | | |
JOINTS FOR BRIDGE NO. 1103803, S5 | | |
4024 463125 110.000 LF | 265.00000 29150.00| 350.00000 38500.00| 150.00000 16500.00
MODIFYING EXISTING BRIDGE ROADWAY | | |
JOINTS FOR BRIDGE NO. 1103903, S2 | | |
4025 463125 80.000 LF | 265.00000 21200.00| 350.00000 28000.00| 150.00000 12000.00
MODIFYING EXISTING BRIDGE ROADWAY | | |
JOINTS FOR BRIDGE NO. 1104003, S4 | | |
4026 463125 90.000 LF | 265.00000 23850.00| 350.00000 31500.00| 150.00000 13500.00
MODIFYING EXISTING BRIDGE ROADWAY | | |
JOINTS FOR BRIDGE NO. 1104603, S1 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 203 -7
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6685180 COUNTIES : GARRETT
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 6
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |A & M CONCRETE CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
4027 478153 2.000 NU | 500.00000 1000.00| 400.00000 800.00| 100.00000 200.00
FLOODLIGHTING FOR BRIDGE NO. 1101503, S | | |
4028 478153 2.000 NU | 500.00000 1000.00| 400.00000 800.00| 100.00000 200.00
FLOODLIGHTING FOR BRIDGE NO. 1103803, S | | |
4029 478153 2.000 NU | 500.00000 1000.00| 400.00000 800.00| 100.00000 200.00
FLOODLIGHTING FOR BRIDGE NO. 1103903, S | | |
4030 478153 2.000 NU | 500.00000 1000.00| 400.00000 800.00| 100.00000 200.00
FLOODLIGHTING FOR BRIDGE NO. 1104003, S | | |
4031 478153 2.000 NU | 500.00000 1000.00| 400.00000 800.00| 100.00000 200.00
FLOODLIGHTING FOR BRIDGE NO. 1104603, S | | |
4032 435125 5.000 CF | 350.00000 1750.00| 345.00000 1725.00| 1000.00000 5000.00
TROWEL GRADE MORTAR REPAIRS FOR BRIDGE | | |
FOR BRIDGE NO. 1104603, S1 | | |
5001 500000-LS LUMP| 150000.00000 150000.00| 150000.00000 150000.00| 150000.00000 150000.00
. ROADWAY COMPLETE INCENTIVE | | |
5002 500000-TON 26.000 TON | 76.00000 1976.00| 76.00000 1976.00| 95.00000 2470.00
. 2" HMA SUPPAV 9.5MM FOR SUR, PG64-22, | | |
5003 500000-TON 90.000 TON | 76.00000 6840.00| 76.00000 6840.00| 95.00000 8550.00
. 2" HMA SUPPAV 9.5MM FOR SUR, PG64-22, | | |
5004 504302 90.000 TON | 73.00000 6570.00| 73.00000 6570.00| 91.00000 8190.00
HOT MIX ASPHALT SUPERPAVE 19.0mm FOR | | |
BASE, PG64-22, LEVEL-4 FOR BRIDGE S1 | | |
5005 504302 283.000 TON | 73.00000 20659.00| 73.00000 20659.00| 91.00000 25753.00
HOT MIX ASPHALT SUPERPAVE 19.0mm FOR | | |
BASE, PG64-22, LEVEL-4 FOR BRIDGES S2, | | |
S3, S4, AND S5 | | |
5006 520113 218.000 SY | 30.00000 6540.00| 11.00000 2398.00| 80.00000 17440.00
6 INCH GRADED AGGREGATE BASE COURSE FOR | | |
BRIDGE S1 | | |
5007 520113 687.000 SY | 30.00000 20610.00| 11.00000 7557.00| 55.00000 37785.00
6 INCH GRADED AGGREGATE BASE COURSE FOR | | |
BRIDGES S2, S3, S4, AND S5 | | |
5008 585340 2.000 EA | 100.00000 200.00| 100.00000 200.00| 125.00000 250.00
PLOWABLE RAISED PAVEMENT MARKERS FOR | | |
BRIDGE S1 | | |
5009 585340 10.000 EA | 100.00000 1000.00| 100.00000 1000.00| 125.00000 1250.00
PLOWABLE RAISED PAVEMENT MARKERS FOR | | |
BRIDGES S2, S3, S4, AND S5 | | |
5010 585600 280.000 LF | 2.91000 814.80| 2.90000 812.00| 7.50000 2100.00
5 INCH WHITE PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE PAVEMENT MARKINGS | | |
FOR BRIDGE S1 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 203 -8
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6685180 COUNTIES : GARRETT
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 6
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |A & M CONCRETE CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
5011 585600 2350.000 LF | 2.91000 6838.50| 2.90000 6815.00| 7.50000 17625.00
5 INCH WHITE PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE PAVEMENT MARKINGS | | |
FOR BRIDGES S2, S3, S4, AND S5 | | |
5012 585601 242.000 LF | 5.91000 1430.22| 5.91000 1430.22| 7.50000 1815.00
5 INCH WHITE PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE CONTRAST PAVEMENT | | |
MARKINGS (PPPRCP) FOR BRIDGE S1 | | |
5013 585601 2080.000 LF | 5.91000 12292.80| 5.90000 12272.00| 7.50000 15600.00
5 INCH WHITE PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE CONTRAST PAVEMENT | | |
MARKINGS (PPPRCP) FOR BRIDGES S2, S3, | | |
S4, AND S5 | | |
5014 585603 194.000 LF | 2.91000 564.54| 5.90000 1144.60| 4.00000 776.00
5 INCH YELLOW PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE CONTRAST PAVEMENT | | |
MARKINGS (PPPRCP) FOR BRIDGE S1 | | |
5015 585603 1536.000 LF | 2.91000 4469.76| 5.90000 9062.40| 4.00000 6144.00
5 INCH YELLOW PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE CONTRAST PAVEMENT | | |
MARKINGS (PPPRCP) FOR BRIDGES S2, S3, | | |
S4, AND S5 | | |
5016 585604 220.000 LF | 5.91000 1300.20| 2.90000 638.00| 4.00000 880.00
5 INCH YELLOW PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE PAVEMENT MARKINGS | | |
FOR BRIDGE S1 | | |
5017 585604 1740.000 LF | 5.91000 10283.40| 2.90000 5046.00| 4.00000 6960.00
5 INCH YELLOW PERMANENT PREFORMED | | |
PATTERNED REFLECTIVE PAVEMENT MARKINGS | | |
FOR BRIDGES S2, S3, S4, AND S5 | | |
6001 616700 5280.000 LF | 4.00000 21120.00| 1.30000 6864.00| 2.00000 10560.00
SHOULDER RUMBLE STRIPS | | |
6002 661387 1.000 EA | 1900.00000 1900.00| 2000.00000 2000.00| 2500.00000 2500.00
TRAFFIC BARRIER W BEAM ANCHORAGE AT | | |
BRIDGE END POST OR CONCRETE TRAFFIC | | |
BARRIER SINGLE FACE FOR BRIDGE S1 | | |
6003 661387 2.000 EA | 1900.00000 3800.00| 2000.00000 4000.00| 2500.00000 5000.00
TRAFFIC BARRIER W BEAM ANCHORAGE AT | | |
BRIDGE END POST OR CONCRETE TRAFFIC | | |
BARRIER SINGLE FACE FOR BRIDGES S2, S3, | | |
S4, AND S5 | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 203 -9
TABULATION OF BIDS
CALL ORDER : 203 CONTRACT ID : GA6685180 COUNTIES : GARRETT
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 6
====================================================================================================================================
| | |
|AHERN & ASSOCIATES, INC. |G. A. & F. C. WAGMAN, INC. |A & M CONCRETE CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
6004 661390 2.000 EA | 2365.00000 4730.00| 2400.00000 4800.00| 3000.00000 6000.00
TRAFFIC BARRIER THRIE BEAM ANCHORAGE AT | | |
BRIDGE END POST FOR BRIDGE S1 | | |
6005 661390 5.000 EA | 2365.00000 11825.00| 2400.00000 12000.00| 3000.00000 15000.00
TRAFFIC BARRIER THRIE BEAM ANCHORAGE AT | | |
BRIDGE END POST FOR BRIDGES S2, S3, S4, | | |
AND S5 | | |
6006 662290 25.000 LF | 30.00000 750.00| 30.00000 750.00| 35.00000 875.00
REMOVE AND REPLACE TRAFFIC BARRIER W | | |
BEAM FOR BRIDGE S1 | | |
6007 662290 100.000 LF | 30.00000 3000.00| 30.00000 3000.00| 35.00000 3500.00
REMOVE AND REPLACE TRAFFIC BARRIER W | | |
BEAM FOR BRIDGES S2, S3, S4, AND S5 | | |
6008 662325 35.000 LF | 5.00000 175.00| 5.00000 175.00| 7.00000 245.00
REMOVAL AND DISPOSAL OF EXISTING | | |
TRAFFIC BARRIER FOR BRIDGE S1 | | |
6009 662325 200.000 LF | 5.00000 1000.00| 5.00000 1000.00| 7.00000 1400.00
REMOVAL AND DISPOSAL OF EXISTING | | |
TRAFFIC BARRIER FOR BRIDGES S2, S3, S4, | | |
AND S5 | | |
7001 704345 500.000 SY | 10.00000 5000.00| 5.00000 2500.00| 15.00000 7500.00
PLACING FURNISHED TOPSOIL 4 INCH DEPTH | | |
7002 705400 30.000 LB | 8.00000 240.00| 12.00000 360.00| 60.00000 1800.00
TEMPORARY SEEDING | | |
7003 705410 500.000 SY | 2.00000 1000.00| 1.00000 500.00| 15.00000 7500.00
TEMPORARY STRAW MULCHING | | |
7004 707355 1000.000 SY | 2.00000 2000.00| 1.00000 1000.00| 10.00000 10000.00
PERMANENT SEEDING | | |
SECTION TOTALS | $ 1,987,107.92| $ 2,250,552.22| $ 3,390,204.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,987,107.92| $ 2,250,552.22| $ 3,390,204.00
====================================================================================================================================
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