|
Contract Letting August 01, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 2
VENDOR RANKING
CALL ORDER : N06 CONTRACT ID : 2987A COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 DISTRICT : 2
PROJECT(S) : STR-80-9(1137)
CONTRACT DESCRIPTION :
ON I-80, IN OMAHA.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1802 CRAMER AND ASSOCIATES, INC. $ 289,038.90 100.0000%
2 1276 KIEWIT WESTERN CO. $ 491,500.00 170.0463%
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : N06 CONTRACT ID : 2987A COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : STR-80-9(1137)
====================================================================================================================================
|(1) 1802 |(2) 1276 |
|CRAMER AND ASSOCIATES, INC. |KIEWIT WESTERN CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 735+65.54
2-120' SPANS WELDED PLATE GIRDER BRIDGE
| | |
0001 0030.60 LUMP| 6500.00000 6500.00| 5000.00000 5000.00|
MOBILIZATION | | |
0002 1101.25 202.000 LF | 2.50000 505.00| 2.50000 505.00|
SAWING PAVEMENT | | |
0003 6004.50 151.600 LF | 47.00000 7125.20| 72.00000 10915.20|
EXPANSION JOINT | | |
0004 6010.26 137.500 CY | 250.00000 34375.00| 650.00000 89375.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0005 6030.00 1.000 EACH| 17200.00000 17200.00| 50000.00000 50000.00|
PREPARATION OF BRIDGE AT STA. 735+65.54 | | |
0006 6131.50 4590.000 LB | 1.00000 4590.00| 0.20000 918.00|
EPOXY COATED REINFORCING STEEL | | |
SECTION TOTALS | $ 70,295.20| $ 156,713.20|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6A BRIDGE AT STA. 735+65.54
2-120' SPANS WELDED PLATE GIRDER BRIDGE
| | |
0007 0030.60 LUMP| 6500.00000 6500.00| 5000.00000 5000.00|
MOBILIZATION | | |
0008 1101.25 209.000 LF | 2.50000 522.50| 2.50000 522.50|
SAWING PAVEMENT | | |
0009 6004.50 151.600 LF | 47.00000 7125.20| 75.00000 11370.00|
EXPANSION JOINT | | |
0010 6010.26 137.500 CY | 250.00000 34375.00| 650.00000 89375.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0011 6030.00 1.000 EACH| 17200.00000 17200.00| 50000.00000 50000.00|
PREPARATION OF BRIDGE AT STA. 735+65.54 | | |
0012 6131.50 4925.000 LB | 1.00000 4925.00| 0.20000 985.00|
EPOXY COATED REINFORCING STEEL | | |
SECTION TOTALS | $ 70,647.70| $ 157,252.50|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6B BRIDGE AT STA. 11+74.56
340.42' MULTIPLE SPAN DECK STEEL GIRDER BRIDGE
| | |
0013 0030.10 LUMP| 5500.00000 5500.00| 2000.00000 2000.00|
MOBILIZATION | | |
0014 1101.25 180.000 LF | 2.50000 450.00| 2.50000 450.00|
SAWING PAVEMENT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : N06 CONTRACT ID : 2987A COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : STR-80-9(1137)
====================================================================================================================================
|(1) 1802 |(2) 1276 |
|CRAMER AND ASSOCIATES, INC. |KIEWIT WESTERN CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0015 6004.50 92.300 LF | 100.00000 9230.00| 200.00000 18460.00|
EXPANSION JOINT | | |
0016 6010.26 6.500 CY | 1850.00000 12025.00| 1600.00000 10400.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0017 6030.00 1.000 EACH| 17900.00000 17900.00| 35000.00000 35000.00|
PREPARATION OF BRIDGE AT STA. 11+74.56 | | |
0018 6131.50 825.000 LB | 2.00000 1650.00| 0.20000 165.00|
EPOXY COATED REINFORCING STEEL | | |
SECTION TOTALS | $ 46,755.00| $ 66,475.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6C BRIDGE AT STA. 1064+63.43
2-95' & 1-110' SPANS DECK STEEL GIRDER BRIDGE
| | |
0019 0030.60 LUMP| 5500.00000 5500.00| 2000.00000 2000.00|
MOBILIZATION | | |
0020 1101.25 81.000 LF | 2.50000 202.50| 2.50000 202.50|
SAWING PAVEMENT | | |
0021 6010.26 25.600 CY | 250.00000 6400.00| 650.00000 16640.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0022 6030.00 1.000 EACH| 6000.00000 6000.00| 5000.00000 5000.00|
PREPARATION OF BRIDGE AT STA. 1064+63.43| | |
0023 6131.50 17015.000 LB | 0.70000 11910.50| 0.20000 3403.00|
EPOXY COATED REINFORCING STEEL | | |
SECTION TOTALS | $ 30,013.00| $ 27,245.50|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6D BRIDGE AT STA. 1286+63
488' MULTIPLE STAN PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0024 0030.60 LUMP| 5500.00000 5500.00| 2000.00000 2000.00|
MOBILIZATION | | |
0025 1101.25 12.000 LF | 2.50000 30.00| 2.50000 30.00|
SAWING PAVEMENT | | |
0026 6004.50 96.000 LF | 80.00000 7680.00| 72.00000 6912.00|
EXPANSION JOINT | | |
0027 6010.26 0.350 CY | 3200.00000 1120.00| 1400.00000 490.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0028 6030.00 1.000 EACH| 8300.00000 8300.00| 8000.00000 8000.00|
PREPARATION OF BRIDGE AT STA. 1286+63.00| | |
0029 6107.00 340.000 SY | 40.00000 13600.00| 81.00000 27540.00|
CONCRETE SLOPE PROTECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : N06 CONTRACT ID : 2987A COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : STR-80-9(1137)
====================================================================================================================================
|(1) 1802 |(2) 1276 |
|CRAMER AND ASSOCIATES, INC. |KIEWIT WESTERN CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 36,230.00| $ 44,972.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0030 0001.08 1424.000 BDAY| 0.50000 712.00| 0.50000 712.00|
BARRICADE, TYPE II | | |
0031 0001.10 224.000 BDAY| 10.00000 2240.00| 11.00000 2464.00|
BARRICADE, TYPE III | | |
0032 0001.30 40.000 LDAY| 10.00000 400.00| 11.00000 440.00|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0033 0001.75 200.000 EACH| 20.00000 4000.00| 22.00000 4400.00|
TEMPORARY SIGN DAY | | |
0034 0001.90 632.000 EACH| 3.00000 1896.00| 3.15000 1990.80|
SIGN DAY | | |
0035 0002.39 3200.000 LF | 2.00000 6400.00| 2.20000 7040.00|
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0036 0002.43 500.000 LF | 3.00000 1500.00| 3.30000 1650.00|
TEMPORARY PAVEMENT MARKING, TYPE II | | |
BLACK | | |
0037 0002.48 650.000 EACH| 3.00000 1950.00| 3.30000 2145.00|
TEMPORARY RAISED PAVEMENT MARKER | | |
0038 0002.97 50.000 DAY | 240.00000 12000.00| 270.00000 13500.00|
FLASHING ARROW PANEL | | |
0039 0003.10 10.000 DAY | 250.00000 2500.00| 300.00000 3000.00|
FLAGGING | | |
0040 0030.10 LUMP| 1500.00000 1500.00| 1500.00000 1500.00|
MOBILIZATION | | |
SECTION TOTALS | $ 35,098.00| $ 38,841.80|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 289,038.90| $ 491,500.00|
====================================================================================================================================