|
Contract Letting February 07, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F38 CONTRACT ID : 8706 COUNTIES : BOYD
LETTING DATE : 02/07/02 DISTRICT : 8
PROJECT(S) : BRO-7008(9)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD SOUTHWEST OF NAPER.
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VENDOR NO. BID NOTES
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1730 THE NUMBER OF 6 CONTRACTS WHICH WILL BE ACCEPTED IN THIS
1730 LETTING IS LIMITED TO 2.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0880 CHRISTENSEN BROS., INC. $ 651,201.80 100.0000%
2 1809 CAPITAL CONTRACTORS, INC. $ 693,901.96 106.5571%
3 2283 PERRETT CONSTRUCTION LTD. $ 787,451.06 120.9227%
4 1730 WILKE CONTRACTING CORPORATION $ 847,494.76 130.1431%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F38 CONTRACT ID : 8706 COUNTIES : BOYD
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 8
PROJECT(S) : BRO-7008(9)
====================================================================================================================================
|(1) 0880 |(2) 1809 |(3) 2283
|CHRISTENSEN BROS., INC. |CAPITAL CONTRACTORS, INC. |PERRETT CONSTRUCTION LTD.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 4+30
80'-100'-80' DECK STEEL GIRDER BIRDGE
| | |
0001 L006.00 2.000 ACRE| 400.00000 800.00| 200.00000 400.00| 150.00000 300.00
COVER CROP SEEDING | | |
0002 0001.10 1392.000 BDAY| 2.60000 3619.20| 3.00000 4176.00| 3.00000 4176.00
BARRICADE, TYPE III | | |
0003 0001.30 348.000 LDAY| 2.10000 730.80| 3.00000 1044.00| 3.00000 1044.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 1740.000 EACH| 0.50000 870.00| 2.00000 3480.00| 1.00000 1740.00
SIGN DAY | | |
0005 0030.60 LUMP| 60000.00000 60000.00| 56100.00000 56100.00| 75000.00000 75000.00
MOBILIZATION | | |
0006 1000.00 1.000 EACH| 110.00000 110.00| 180.00000 180.00| 250.00000 250.00
LARGE TREE REMOVAL | | |
0007 1009.00 LUMP| 120.00000 120.00| 9600.00000 9600.00| 4500.00000 4500.00
GENERAL CLEARING AND GRUBBING | | |
0008 1011.00 105.000 MGAL| 10.00000 1050.00| 9.00000 945.00| 14.00000 1470.00
WATER | | |
0009 1030.00 6978.000 CY | 4.30000 30005.40| 4.04000 28191.12| 4.25000 29656.50
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1043.50 470.000 SY | 2.00000 940.00| 3.00000 1410.00| 3.00000 1410.00
RIPRAP FILTER FABRIC | | |
0011 1300.18 48.000 LF | 20.00000 960.00| 25.00000 1200.00| 16.00000 768.00
18" DRIVEWAY CULVERT PIPE | | |
0012 4050.01 38.000 CY | 16.00000 608.00| 35.00000 1330.00| 12.00000 456.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0013 4310.18 2.000 EACH| 180.00000 360.00| 225.00000 450.00| 175.00000 350.00
18" FLARED-END SECTION | | |
0014 4350.18 46.000 LF | 20.00000 920.00| 25.00000 1150.00| 16.00000 736.00
18" CORRUGATED METAL PIPE | | |
0015 4360.18 2.000 EACH| 200.00000 400.00| 225.00000 450.00| 175.00000 350.00
18" METAL FLARED-END SECTION | | |
0016 6000.10 210.000 LS | 8000.00000 8000.00| 7500.00000 7500.00| 25000.00000 25000.00
ABUTMENT NO.1 EXCAVATION | | |
0017 6000.11 380.000 LS | 8000.00000 8000.00| 7500.00000 7500.00| 25000.00000 25000.00
ABUTMENT NO.2 EXCAVATION | | |
0018 6001.50 60.000 LS | 30000.00000 30000.00| 25000.00000 25000.00| 40000.00000 40000.00
BENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F38 CONTRACT ID : 8706 COUNTIES : BOYD
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 8
PROJECT(S) : BRO-7008(9)
====================================================================================================================================
|(1) 0880 |(2) 1809 |(3) 2283
|CHRISTENSEN BROS., INC. |CAPITAL CONTRACTORS, INC. |PERRETT CONSTRUCTION LTD.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6001.51 85.000 LS | 30000.00000 30000.00| 25000.00000 25000.00| 40000.00000 40000.00
BENT NO.2 EXCAVATION | | |
0020 6005.60 24.000 EACH| 1200.00000 28800.00| 850.00000 20400.00| 1100.00000 26400.00
ELASTOMERIC BEARING | | |
0021 6010.22 203.000 CY | 310.00000 62930.00| 385.00000 78155.00| 375.00000 76125.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0022 6010.26 292.000 CY | 270.00000 78840.00| 395.00000 115340.00| 395.00000 115340.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0023 6020.00 60614.000 LB | 0.60000 36368.40| 0.60000 36368.40| 0.54000 32731.56
REINFORCING STEEL FOR BRIDGE | | |
0024 6040.00 1.000 EACH| 10000.00000 10000.00| 9150.44000 9150.44| 20000.00000 20000.00
REMOVE STRUCTURE AT STA. 4+85 100' RT. | | |
0025 6071.12 231840.000 LS | 160000.00000 160000.00| 175000.00000 175000.00| 165000.00000 165000.00
STEEL SUPERSTRUCTURE AT STA. 4+30 | | |
0026 6080.00 620.000 LB | 6.00000 3720.00| 6.50000 4030.00| 6.00000 3720.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0027 6105.02 650.000 TON | 32.00000 20800.00| 35.00000 22750.00| 28.00000 18200.00
ROCK RIPRAP, TYPE B | | |
0028 6210.12 2860.000 LF | 20.00000 57200.00| 16.00000 45760.00| 22.00000 62920.00
HP 10"X42# STEEL PILING | | |
0029 6951.12 2340.000 EACH| 2.50000 5850.00| 1.30000 3042.00| 1.20000 2808.00
SHEAR CONNECTORS | | |
0030 7020.00 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| 1500.00000 6000.00
BRIDGE APPROACH SECTIONS | | |
0031 7021.45 4.000 EACH| 1050.00000 4200.00| 1000.00000 4000.00| 1500.00000 6000.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 651,201.80| $ 693,901.96| $ 787,451.06
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 651,201.80| $ 693,901.96| $ 787,451.06
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F38 CONTRACT ID : 8706 COUNTIES : BOYD
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 8
PROJECT(S) : BRO-7008(9)
====================================================================================================================================
|(4) 1730 | |
|WILKE CONTRACTING CORPORATIO| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 4+30
80'-100'-80' DECK STEEL GIRDER BIRDGE
| | |
0001 L006.00 2.000 ACRE| 500.00000 1000.00| |
COVER CROP SEEDING | | |
0002 0001.10 1392.000 BDAY| 3.00000 4176.00| |
BARRICADE, TYPE III | | |
0003 0001.30 348.000 LDAY| 3.00000 1044.00| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 1740.000 EACH| 3.00000 5220.00| |
SIGN DAY | | |
0005 0030.60 LUMP| 60000.00000 60000.00| |
MOBILIZATION | | |
0006 1000.00 1.000 EACH| 150.00000 150.00| |
LARGE TREE REMOVAL | | |
0007 1009.00 LUMP| 4250.00000 4250.00| |
GENERAL CLEARING AND GRUBBING | | |
0008 1011.00 105.000 MGAL| 6.00000 630.00| |
WATER | | |
0009 1030.00 6978.000 CY | 6.25000 43612.50| |
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1043.50 470.000 SY | 3.50000 1645.00| |
RIPRAP FILTER FABRIC | | |
0011 1300.18 48.000 LF | 22.00000 1056.00| |
18" DRIVEWAY CULVERT PIPE | | |
0012 4050.01 38.000 CY | 25.00000 950.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0013 4310.18 2.000 EACH| 200.00000 400.00| |
18" FLARED-END SECTION | | |
0014 4350.18 46.000 LF | 22.00000 1012.00| |
18" CORRUGATED METAL PIPE | | |
0015 4360.18 2.000 EACH| 200.00000 400.00| |
18" METAL FLARED-END SECTION | | |
0016 6000.10 210.000 LS | 15000.00000 15000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0017 6000.11 380.000 LS | 15000.00000 15000.00| |
ABUTMENT NO.2 EXCAVATION | | |
0018 6001.50 60.000 LS | 32500.00000 32500.00| |
BENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F38 CONTRACT ID : 8706 COUNTIES : BOYD
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 8
PROJECT(S) : BRO-7008(9)
====================================================================================================================================
|(4) 1730 | |
|WILKE CONTRACTING CORPORATIO| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6001.51 85.000 LS | 32500.00000 32500.00| |
BENT NO.2 EXCAVATION | | |
0020 6005.60 24.000 EACH| 850.00000 20400.00| |
ELASTOMERIC BEARING | | |
0021 6010.22 203.000 CY | 425.00000 86275.00| |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0022 6010.26 292.000 CY | 385.00000 112420.00| |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0023 6020.00 60614.000 LB | 0.59000 35762.26| |
REINFORCING STEEL FOR BRIDGE | | |
0024 6040.00 1.000 EACH| 28000.00000 28000.00| |
REMOVE STRUCTURE AT STA. 4+85 100' RT. | | |
0025 6071.12 231840.000 LS | 206000.00000 206000.00| |
STEEL SUPERSTRUCTURE AT STA. 4+30 | | |
0026 6080.00 620.000 LB | 3.50000 2170.00| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0027 6105.02 650.000 TON | 51.00000 33150.00| |
ROCK RIPRAP, TYPE B | | |
0028 6210.12 2860.000 LF | 30.00000 85800.00| |
HP 10"X42# STEEL PILING | | |
0029 6951.12 2340.000 EACH| 3.00000 7020.00| |
SHEAR CONNECTORS | | |
0030 7020.00 4.000 EACH| 1325.00000 5300.00| |
BRIDGE APPROACH SECTIONS | | |
0031 7021.45 4.000 EACH| 1163.00000 4652.00| |
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 847,494.76| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 847,494.76| |
====================================================================================================================================