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MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 407 -1
TABULATION OF BIDS
CALL ORDER : 407 CONTRACT ID : 415D41407 COUNTIES : BALTIMORE COUNTY
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 4 HARFORD
CONTRACT DESCRIPTION : CONTRACT TIME : 12/31/06 COMPLETION DATE
REPAIR & REPLACEMENT OF CONCRETE SIDEWALKS, CURB AND CURB & PROJECT(S) : N/A
GUTTER AT VARIOUS LOCATIONS
VENDOR RANKING :
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 NATIONS CONTRACTING CO., INC. $ 364,915.00 100.0000%
2 STATE CONTRACTING, INC. $ 384,025.00 105.2368%
3 SKYLINE CONTRACTING $ 435,887.50 119.4490%
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| | |
|NATIONS CONTRACTING CO., IN |STATE CONTRACTING, INC. |SKYLINE CONTRACTING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 415D41407
| | |
1001 120510 100.000 UD | 1500.00000 150000.00| 300.00000 30000.00| 700.00000 70000.00
MAINTENANCE OF TRAFFIC | | |
1002 120552 100.000 TON | 1.00000 100.00| 20.00000 2000.00| 30.00000 3000.00
CRUSHER RUN AGGREGATE CR-6 FOR | | |
MAINTENANCE OF TRAFFIC | | |
1003 120610 85.000 UD | 34.00000 2890.00| 30.00000 2550.00| 30.00000 2550.00
ARROW PANEL | | |
1004 120625 700.000 SF | 1.00000 700.00| 15.00000 10500.00| 20.00000 14000.00
TEMPORARY TRAFFIC SIGNS HIGH | | |
PERFORMANCE WIDE ANGLE RETROREFLECTIVE | | |
SHEETING | | |
1005 120820 50.000 EA | 1.00000 50.00| 100.00000 5000.00| 80.00000 4000.00
DRUMS FOR MAINTENANCE OF TRAFFIC | | |
1006 199000 150.000 EA | 1.00000 150.00| 1.00000 150.00| 15.50000 2325.00
CONES FOR MAINTENANCE OF TRAFFIC | | |
2001 201032 150.000 CY | 50.00000 7500.00| 40.00000 6000.00| 85.00000 12750.00
CLASS 2 EXCAVATION | | |
2002 202050 150.000 CY | 25.00000 3750.00| 40.00000 6000.00| 50.00000 7500.00
SELECT BORROW | | |
2003 203030 25.000 CY | 1.00000 25.00| 50.00000 1250.00| 250.00000 6250.00
TEST PIT EXCAVATION | | |
2004 210011 4250.000 LF | 8.00000 34000.00| 3.00000 12750.00| 10.00000 42500.00
REMOVAL OF EXISTING COMBINATION CURB & | | |
GUTTER | | |
2005 210019 1750.000 LF | 3.00000 5250.00| 3.00000 5250.00| 3.75000 6562.50
SAW CUTS | | |
MARYLAND STATE HIGHWAY ADMINISTRATION DATE : 04/05/06
PAGE : 407 -2
TABULATION OF BIDS
CALL ORDER : 407 CONTRACT ID : 415D41407 COUNTIES : BALTIMORE COUNTY
LETTING DATE : 03/30/06 12:00 NOON DISTRICT : 4 HARFORD
====================================================================================================================================
| | |
|NATIONS CONTRACTING CO., IN |STATE CONTRACTING, INC. |SKYLINE CONTRACTING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
2006 210026 100.000 CY | 50.00000 5000.00| 65.00000 6500.00| 85.00000 8500.00
REMOVAL OF EXISTING SIDEWALK | | |
5001 504140 75.000 TON | 65.00000 4875.00| 125.00000 9375.00| 225.00000 16875.00
HOT MIX ASPHALT SUPERPAVE 9.5mm, | | |
PG70-22, 8PV, LEVEL-3 | | |
6001 600000-CY 25.000 CY | 180.00000 4500.00| 250.00000 6250.00| 450.00000 11250.00
. MIX 2 CONCRETE FOR MODIFIED CURB AND | | |
GUT | | |
6002 600000-EA 30.000 EA | 500.00000 15000.00| 2000.00000 60000.00| 700.00000 21000.00
. INSTALLATION OF SIDEWALK RAMP | | |
6003 600000-LF 500.000 LF | 30.00000 15000.00| 60.00000 30000.00| 95.00000 47500.00
. REMOVE AND REPLACE CONCRETE MONO | | |
MEDIAN | | |
6004 600000-LF 100.000 LF | 40.00000 4000.00| 100.00000 10000.00| 110.00000 11000.00
. REMOVE AND REPLACE CONCRETE MONO | | |
MEDIAN | | |
6005 615581 1300.000 LF | 3.00000 3900.00| 10.00000 13000.00| 10.00000 13000.00
HOT MIX ASPHALT CURB | | |
6006 616250 75.000 TON | 15.00000 1125.00| 20.00000 1500.00| 45.00000 3375.00
CRUSHER RUN AGGREGATE CR-6 FOR SHOULDER | | |
EDGE DROPOFF | | |
6007 634300 4000.000 LF | 18.00000 72000.00| 30.00000 120000.00| 22.00000 88000.00
STANDARD TYPE A COMBINATION CURB AND | | |
GUTTER 12 INCH GUTTER PAN 8 INCH DEPTH | | |
6008 634315 500.000 LF | 10.00000 5000.00| 20.00000 10000.00| 25.00000 12500.00
STANDARD TYPE B COMBINATION CURB AND | | |
GUTTER 12 INCH GUTTER PAN 8 INCH DEPTH | | |
6009 634330 500.000 LF | 10.00000 5000.00| 20.00000 10000.00| 25.00000 12500.00
STANDARD TYPE C COMBINATION CURB AND | | |
GUTTER 12 INCH GUTTER PAN 8 INCH DEPTH | | |
6010 655104 3500.000 SF | 5.50000 19250.00| 6.00000 21000.00| 4.00000 14000.00
4 INCH CONCRETE SIDEWALK | | |
7001 704325 450.000 SY | 6.00000 2700.00| 5.00000 2250.00| 4.00000 1800.00
PLACING FURNISHED TOPSOIL 2 INCH DEPTH | | |
7002 707355 450.000 SY | 3.00000 1350.00| 3.00000 1350.00| 2.00000 900.00
PERMANENT SEEDING | | |
7003 708240 450.000 SY | 4.00000 1800.00| 3.00000 1350.00| 5.00000 2250.00
TYPE A SOIL STABILIZATION MATTING | | |
SECTION TOTALS | $ 364,915.00| $ 384,025.00| $ 435,887.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 364,915.00| $ 384,025.00| $ 435,887.50
====================================================================================================================================
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