|
Contract Letting February 22, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F08 CONTRACT ID : 2870X COUNTIES : DODGE
LETTING DATE : 02/22/01 DISTRICT : 2
PROJECT(S) : BRO-7027(43)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD SOUTHWEST OF HOOPER.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED
0137 IN THIS LETTING IS LIMITED TO 1.
2017 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
2017 LETTING IS LIMITED TO $700,000.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0774 DIXON CONSTRUCTION CO. $ 570,513.50 100.0000%
2 3420 NW BRIDGE CONSTRUCTION, INC. $ 576,832.36 101.1075%
3 0810 ELK HORN CONSTRUCTION CO. $ 593,695.96 104.0634%
4 2017 BRB CONTRACTORS, INC. $ 656,306.14 115.0377%
5 1809 CAPITAL CONTRACTORS, INC. $ 659,400.74 115.5802%
6 0880 CHRISTENSEN BROS., INC. $ 722,825.90 126.6974%
7 0137 JUDDS BROS. CONSTRUCTION CO. $ 727,720.58 127.5553%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 2870X COUNTIES : DODGE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 2
PROJECT(S) : BRO-7027(43)
====================================================================================================================================
|(1) 0774 |(2) 3420 |(3) 0810
|DIXON CONSTRUCTION CO. |NW BRIDGE CONSTRUCTION, INC.|ELK HORN CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 3.000 ha | 494.00000 1482.00| 500.00000 1500.00| 250.00000 750.00
COVER CROP SEEDING | | |
0002 0030.10 LUMP| 4250.00000 4250.00| 3800.00000 3800.00| 2500.00000 2500.00
MOBILIZATION | | |
0003 1009.00 LUMP| 3875.00000 3875.00| 1950.00000 1950.00| 1850.00000 1850.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.01 16864.000 m3 | 1.73000 29174.72| 2.24000 37775.36| 3.00000 50592.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0005 1011.00 137.000 kL | 4.75000 650.75| 1.59000 217.83| 10.00000 1370.00
WATER | | |
0006 2009.51 2.591 StaM| 165.00000 427.52| 1124.00000 2912.28| 960.00000 2487.36
CRUSHED ROCK EMBEDMENT | | |
0007 2010.03 219.000 Mg | 16.27000 3563.13| 14.50000 3175.50| 12.00000 2628.00
CRUSHED ROCK SURFACE COURSE | | |
SECTION TOTALS | $ 43,423.12| $ 51,330.97| $ 62,177.36
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 9+37
2-19.5 & 1-26 m SPANS ROLLED BEAM STEEL GIRDER BRIDGE
| | |
0008 0030.60 LUMP| 40000.00000 40000.00| 35000.00000 35000.00| 45000.00000 45000.00
MOBILIZATION | | |
0009 1043.50 3953.000 m2 | 1.14000 4506.42| 2.00000 7906.00| 2.50000 9882.50
RIPRAP FILTER FABRIC | | |
0010 6000.10 50.000 LS | 3000.00000 3000.00| 2000.00000 2000.00| 3000.00000 3000.00
ABUTMENT NO.1 EXCAVATION | | |
0011 6000.11 50.000 LS | 3000.00000 3000.00| 2000.00000 2000.00| 3000.00000 3000.00
ABUTMENT NO.2 EXCAVATION | | |
0012 6000.20 95.000 LS | 7500.00000 7500.00| 20000.00000 20000.00| 12000.00000 12000.00
PIER NO.1 EXCAVATION | | |
0013 6000.21 95.000 LS | 7500.00000 7500.00| 13000.00000 13000.00| 12000.00000 12000.00
PIER NO.2 EXCAVATION | | |
0014 6005.78 12.000 EACH| 750.00000 9000.00| 890.00000 10680.00| 500.00000 6000.00
EXPANSION BEARING, TFE TYPE | | |
0015 6005.83 4.000 EACH| 800.00000 3200.00| 790.00000 3160.00| 500.00000 2000.00
FIXED BEARING | | |
0016 6010.22 242.000 m3 | 366.80000 88765.60| 313.00000 75746.00| 340.00000 82280.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0017 6010.26 146.300 m3 | 327.50000 47913.25| 340.00000 49742.00| 370.00000 54131.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 2870X COUNTIES : DODGE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 2
PROJECT(S) : BRO-7027(43)
====================================================================================================================================
|(1) 0774 |(2) 3420 |(3) 0810
|DIXON CONSTRUCTION CO. |NW BRIDGE CONSTRUCTION, INC.|ELK HORN CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 6020.00 30685.000 kg | 1.21000 37128.85| 1.27000 38969.95| 1.00000 30685.00
REINFORCING STEEL FOR BRIDGE | | |
0019 6071.12 60160.000 LS | 100000.00000 100000.00| 84075.00000 84075.00| 100000.00000 100000.00
STEEL SUPERSTRUCTURE AT STA. 9+37 | | |
0020 6080.00 2435.000 kg | 5.00000 12175.00| 6.60000 16071.00| 4.50000 10957.50
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0021 6105.02 3713.000 Mg | 22.14000 82205.82| 23.00000 85399.00| 22.00000 81686.00
ROCK RIPRAP, TYPE B | | |
0022 6200.00 494.000 m | 82.00000 40508.00| 68.90000 34036.60| 72.00000 35568.00
CONCRETE PILING | | |
0023 6310.00 249.000 m2 | 107.60000 26792.40| 129.16000 32160.84| 115.00000 28635.00
STEEL SHEET PILING | | |
SECTION TOTALS | $ 513,195.34| $ 509,946.39| $ 516,825.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
0024 0030.70 LUMP| 200.00000 200.00| 1.00000 1.00| 300.00000 300.00
MOBILIZATION | | |
0025 7020.00 4.000 EACH| 1200.00000 4800.00| 1277.00000 5108.00| 1200.00000 4800.00
BRIDGE APPROACH SECTIONS | | |
0026 7021.45 4.000 EACH| 1200.00000 4800.00| 1130.00000 4520.00| 1200.00000 4800.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 9,800.00| $ 9,629.00| $ 9,900.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 10 GENERAL ITEMS
| | |
0027 0001.10 2088.000 BDAY| 1.25000 2610.00| 2.00000 4176.00| 1.30000 2714.40
BARRICADE, TYPE III | | |
0028 0001.30 348.000 LDAY| 0.90000 313.20| 2.25000 783.00| 1.00000 348.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0029 0001.90 3828.000 EACH| 0.28000 1071.84| 0.25000 957.00| 0.40000 1531.20
SIGN DAY | | |
0030 0030.00 LUMP| 100.00000 100.00| 10.00000 10.00| 200.00000 200.00
MOBILIZATION | | |
SECTION TOTALS | $ 4,095.04| $ 5,926.00| $ 4,793.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 570,513.50| $ 576,832.36| $ 593,695.96
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 2870X COUNTIES : DODGE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 2
PROJECT(S) : BRO-7027(43)
====================================================================================================================================
|(4) 2017 |(5) 1809 |(6) 0880
|BRB CONTRACTORS, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 3.000 ha | 500.00000 1500.00| 500.00000 1500.00| 500.00000 1500.00
COVER CROP SEEDING | | |
0002 0030.10 LUMP| 3800.00000 3800.00| 3800.00000 3800.00| 4000.00000 4000.00
MOBILIZATION | | |
0003 1009.00 LUMP| 1950.00000 1950.00| 1950.00000 1950.00| 2000.00000 2000.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.01 16864.000 m3 | 2.06000 34739.84| 2.06000 34739.84| 2.20000 37100.80
EXCAVATION (ESTABLISHED QUANTITY) | | |
0005 1011.00 137.000 kL | 1.59000 217.83| 1.59000 217.83| 1.70000 232.90
WATER | | |
0006 2009.51 2.591 StaM| 1124.00000 2912.28| 1124.00000 2912.28| 1200.00000 3109.20
CRUSHED ROCK EMBEDMENT | | |
0007 2010.03 219.000 Mg | 14.50000 3175.50| 14.50000 3175.50| 15.00000 3285.00
CRUSHED ROCK SURFACE COURSE | | |
SECTION TOTALS | $ 48,295.45| $ 48,295.45| $ 51,227.90
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 9+37
2-19.5 & 1-26 m SPANS ROLLED BEAM STEEL GIRDER BRIDGE
| | |
0008 0030.60 LUMP| 33500.00000 33500.00| 40200.00000 40200.00| 60000.00000 60000.00
MOBILIZATION | | |
0009 1043.50 3953.000 m2 | 1.90000 7510.70| 3.00000 11859.00| 2.00000 7906.00
RIPRAP FILTER FABRIC | | |
0010 6000.10 50.000 LS | 6000.00000 6000.00| 7500.00000 7500.00| 6000.00000 6000.00
ABUTMENT NO.1 EXCAVATION | | |
0011 6000.11 50.000 LS | 6000.00000 6000.00| 7500.00000 7500.00| 6000.00000 6000.00
ABUTMENT NO.2 EXCAVATION | | |
0012 6000.20 95.000 LS | 13000.00000 13000.00| 15000.00000 15000.00| 32000.00000 32000.00
PIER NO.1 EXCAVATION | | |
0013 6000.21 95.000 LS | 13000.00000 13000.00| 15000.00000 15000.00| 32000.00000 32000.00
PIER NO.2 EXCAVATION | | |
0014 6005.78 12.000 EACH| 950.00000 11400.00| 750.00000 9000.00| 1100.00000 13200.00
EXPANSION BEARING, TFE TYPE | | |
0015 6005.83 4.000 EACH| 1080.00000 4320.00| 800.00000 3200.00| 1200.00000 4800.00
FIXED BEARING | | |
0016 6010.22 242.000 m3 | 380.00000 91960.00| 385.00000 93170.00| 370.00000 89540.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0017 6010.26 146.300 m3 | 320.00000 46816.00| 395.00000 57788.50| 350.00000 51205.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 2870X COUNTIES : DODGE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 2
PROJECT(S) : BRO-7027(43)
====================================================================================================================================
|(4) 2017 |(5) 1809 |(6) 0880
|BRB CONTRACTORS, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 6020.00 30685.000 kg | 1.32000 40504.20| 1.15000 35287.75| 1.40000 42959.00
REINFORCING STEEL FOR BRIDGE | | |
0019 6071.12 60160.000 LS | 129200.00000 129200.00| 123900.00000 123900.00| 121000.00000 121000.00
STEEL SUPERSTRUCTURE AT STA. 9+37 | | |
0020 6080.00 2435.000 kg | 3.65000 8887.75| 5.00000 12175.00| 7.00000 17045.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0021 6105.02 3713.000 Mg | 29.00000 107677.00| 30.00000 111390.00| 25.00000 92825.00
ROCK RIPRAP, TYPE B | | |
0022 6200.00 494.000 m | 90.00000 44460.00| 60.00000 29640.00| 90.00000 44460.00
CONCRETE PILING | | |
0023 6310.00 249.000 m2 | 120.00000 29880.00| 100.00000 24900.00| 140.00000 34860.00
STEEL SHEET PILING | | |
SECTION TOTALS | $ 594,115.65| $ 597,510.25| $ 655,800.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
0024 0030.70 LUMP| 800.00000 800.00| 0.00000 0.00| 200.00000 200.00
MOBILIZATION | | |
0025 7020.00 4.000 EACH| 1211.00000 4844.00| 1200.00000 4800.00| 1250.00000 5000.00
BRIDGE APPROACH SECTIONS | | |
0026 7021.45 4.000 EACH| 1064.00000 4256.00| 1200.00000 4800.00| 1250.00000 5000.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 9,900.00| $ 9,600.00| $ 10,200.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 10 GENERAL ITEMS
| | |
0027 0001.10 2088.000 BDAY| 1.25000 2610.00| 1.25000 2610.00| 1.30000 2714.40
BARRICADE, TYPE III | | |
0028 0001.30 348.000 LDAY| 0.90000 313.20| 0.90000 313.20| 1.30000 452.40
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0029 0001.90 3828.000 EACH| 0.28000 1071.84| 0.28000 1071.84| 0.40000 1531.20
SIGN DAY | | |
0030 0030.00 LUMP| 0.00000 0.00| 0.00000 0.00| 900.00000 900.00
MOBILIZATION | | |
SECTION TOTALS | $ 3,995.04| $ 3,995.04| $ 5,598.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 656,306.14| $ 659,400.74| $ 722,825.90
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 2870X COUNTIES : DODGE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 2
PROJECT(S) : BRO-7027(43)
====================================================================================================================================
|(7) 0137 | |
|JUDDS BROS. CONSTRUCTION CO.| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 3.000 ha | 500.00000 1500.00| |
COVER CROP SEEDING | | |
0002 0030.10 LUMP| 5300.00000 5300.00| |
MOBILIZATION | | |
0003 1009.00 LUMP| 1950.00000 1950.00| |
GENERAL CLEARING AND GRUBBING | | |
0004 1010.01 16864.000 m3 | 2.10000 35414.40| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0005 1011.00 137.000 kL | 1.60000 219.20| |
WATER | | |
0006 2009.51 2.591 StaM| 1124.00000 2912.28| |
CRUSHED ROCK EMBEDMENT | | |
0007 2010.03 219.000 Mg | 14.50000 3175.50| |
CRUSHED ROCK SURFACE COURSE | | |
SECTION TOTALS | $ 50,471.38| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 9+37
2-19.5 & 1-26 m SPANS ROLLED BEAM STEEL GIRDER BRIDGE
| | |
0008 0030.60 LUMP| 12000.00000 12000.00| |
MOBILIZATION | | |
0009 1043.50 3953.000 m2 | 1.50000 5929.50| |
RIPRAP FILTER FABRIC | | |
0010 6000.10 50.000 LS | 6000.00000 6000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0011 6000.11 50.000 LS | 6000.00000 6000.00| |
ABUTMENT NO.2 EXCAVATION | | |
0012 6000.20 95.000 LS | 13000.00000 13000.00| |
PIER NO.1 EXCAVATION | | |
0013 6000.21 95.000 LS | 13000.00000 13000.00| |
PIER NO.2 EXCAVATION | | |
0014 6005.78 12.000 EACH| 700.00000 8400.00| |
EXPANSION BEARING, TFE TYPE | | |
0015 6005.83 4.000 EACH| 875.00000 3500.00| |
FIXED BEARING | | |
0016 6010.22 242.000 m3 | 615.00000 148830.00| |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0017 6010.26 146.300 m3 | 1000.00000 146300.00| |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 2870X COUNTIES : DODGE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 2
PROJECT(S) : BRO-7027(43)
====================================================================================================================================
|(7) 0137 | |
|JUDDS BROS. CONSTRUCTION CO.| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 6020.00 30685.000 kg | 0.70000 21479.50| |
REINFORCING STEEL FOR BRIDGE | | |
0019 6071.12 60160.000 LS | 100000.00000 100000.00| |
STEEL SUPERSTRUCTURE AT STA. 9+37 | | |
0020 6080.00 2435.000 kg | 4.00000 9740.00| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0021 6105.02 3713.000 Mg | 26.00000 96538.00| |
ROCK RIPRAP, TYPE B | | |
0022 6200.00 494.000 m | 88.00000 43472.00| |
CONCRETE PILING | | |
0023 6310.00 249.000 m2 | 115.00000 28635.00| |
STEEL SHEET PILING | | |
SECTION TOTALS | $ 662,824.00| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
0024 0030.70 LUMP| 650.00000 650.00| |
MOBILIZATION | | |
0025 7020.00 4.000 EACH| 1200.00000 4800.00| |
BRIDGE APPROACH SECTIONS | | |
0026 7021.45 4.000 EACH| 1200.00000 4800.00| |
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 10,250.00| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 10 GENERAL ITEMS
| | |
0027 0001.10 2088.000 BDAY| 1.25000 2610.00| |
BARRICADE, TYPE III | | |
0028 0001.30 348.000 LDAY| 0.90000 313.20| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0029 0001.90 3828.000 EACH| 0.25000 957.00| |
SIGN DAY | | |
0030 0030.00 LUMP| 295.00000 295.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 4,175.20| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 727,720.58| |
====================================================================================================================================