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Contract Letting April 18, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F23 CONTRACT ID : 4630 COUNTIES : HAMILTON
LETTING DATE : 04/18/02 DISTRICT : 4
PROJECT(S) : EACSTPD-S41B(101)
CONTRACT DESCRIPTION :
I-80, GILTNER NORTH.
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VENDOR NO. BID NOTES
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 1730 WILKE CONTRACTING CORPORATION $ 247,505.55 100.0000%
2 0880 CHRISTENSEN BROS., INC. $ 269,706.00 108.9696%
3 2406 WILDCAT CONSTRUCTION CO., INC. AND SUBSIDIARIES $ 284,085.70 114.7795%
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 4630 COUNTIES : HAMILTON
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-S41B(101)
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|(1) 1730 |(2) 0880 |(3) 2406
|WILKE CONTRACTING CORPORATIO|CHRISTENSEN BROS., INC. |WILDCAT CONSTRUCTION CO., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 995+08.36
2-59.5' & 2-69.5' PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0001 0001.08 300.000 BDAY| 0.50000 150.00| 0.50000 150.00| 0.50000 150.00
BARRICADE, TYPE II | | |
0002 0001.10 1002.000 BDAY| 1.50000 1503.00| 1.40000 1402.80| 1.25000 1252.50
BARRICADE, TYPE III | | |
0003 0001.30 372.000 LDAY| 1.50000 558.00| 0.65000 241.80| 0.60000 223.20
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.75 120.000 EACH| 4.50000 540.00| 6.00000 720.00| 5.00000 600.00
TEMPORARY SIGN DAY | | |
0005 0001.90 2728.000 EACH| 0.60000 1636.80| 0.55000 1500.40| 0.50000 1364.00
SIGN DAY | | |
0006 0002.97 10.000 DAY | 40.00000 400.00| 35.00000 350.00| 30.00000 300.00
FLASHING ARROW PANEL | | |
0007 0030.60 LUMP| 11500.00000 11500.00| 25000.00000 25000.00| 20000.00000 20000.00
MOBILIZATION | | |
0008 1033.00 3.500 STA | 3250.00000 11375.00| 1200.00000 4200.00| 5000.00000 17500.00
ROADWAY GRADING | | |
0009 3050.15 31.400 CY | 275.00000 8635.00| 420.00000 13188.00| 400.00000 12560.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0010 3051.10 9335.000 LB | 0.85000 7934.75| 1.00000 9335.00| 1.00000 9335.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0011 6004.50 59.000 LF | 105.00000 6195.00| 80.00000 4720.00| 75.00000 4425.00
EXPANSION JOINT | | |
0012 6007.01 796.000 SY | 43.00000 34228.00| 15.00000 11940.00| 15.00000 11940.00
CLASS I REPAIR | | |
0013 6007.02 159.000 SY | 110.00000 17490.00| 180.00000 28620.00| 175.00000 27825.00
CLASS II REPAIR | | |
0014 6007.03 5.000 SY | 200.00000 1000.00| 250.00000 1250.00| 400.00000 2000.00
CLASS III REPAIR | | |
0015 6008.40 796.000 SY | 45.00000 35820.00| 28.00000 22288.00| 25.00000 19900.00
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0016 6010.26 87.800 CY | 440.00000 38632.00| 540.00000 47412.00| 600.00000 52680.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0017 6016.02 59.200 CY | 410.00000 24272.00| 440.00000 26048.00| 850.00000 50320.00
CONCRETE FOR OVERLAYS-SF | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 4630 COUNTIES : HAMILTON
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-S41B(101)
====================================================================================================================================
|(1) 1730 |(2) 0880 |(3) 2406
|WILKE CONTRACTING CORPORATIO|CHRISTENSEN BROS., INC. |WILDCAT CONSTRUCTION CO., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 6020.00 9860.000 LB | 0.75000 7395.00| 1.00000 9860.00| 0.85000 8381.00
REINFORCING STEEL FOR BRIDGE | | |
0019 6030.00 1.000 EACH| 13500.00000 13500.00| 38000.00000 38000.00| 20000.00000 20000.00
PREPARATION OF BRIDGE AT STA. 995+08.36 | | |
0020 7011.20 325.000 LF | 15.00000 4875.00| 12.00000 3900.00| 12.00000 3900.00
W-BEAM GUARDRAIL | | |
0021 7017.00 300.000 LF | 2.50000 750.00| 3.00000 900.00| 2.50000 750.00
REMOVE GUARDRAIL | | |
0022 7020.00 4.000 EACH| 1012.00000 4048.00| 1100.00000 4400.00| 1100.00000 4400.00
BRIDGE APPROACH SECTIONS | | |
0023 7024.27 4.000 EACH| 1628.00000 6512.00| 1500.00000 6000.00| 1500.00000 6000.00
GUARDRAIL END TREATMENT, TYPE II | | |
0024 9188.50 276.000 SY | 31.00000 8556.00| 30.00000 8280.00| 30.00000 8280.00
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 247,505.55| $ 269,706.00| $ 284,085.70
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 247,505.55| $ 269,706.00| $ 284,085.70
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