|
Contract Letting December 06, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F08 CONTRACT ID : 1445X COUNTIES : SEWARD
LETTING DATE : 12/06/01 DISTRICT : 1
PROJECT(S) : BRO-TBCG-7080(51)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD NORTHEAST OF GARLAND.
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VENDOR NO. BID NOTES
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0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0137 THIS LETTING IS LIMITED TO 1.
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0137 JUDDS BROS. CONSTRUCTION CO. $ 388,910.58 100.0000%
2 0805 A. M. COHRON & SON, INC. $ 464,538.98 119.4462%
3 0810 ELK HORN CONSTRUCTION CO. $ 474,651.58 122.0464%
4 0462 L. J. WEBB CONTRACTOR, INC. $ 477,795.58 122.8548%
5 1809 CAPITAL CONTRACTORS, INC. $ 504,324.91 129.6763%
6 0774 DIXON CONSTRUCTION CO. $ 512,528.50 131.7856%
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 1445X COUNTIES : SEWARD
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-TBCG-7080(51)
====================================================================================================================================
|(1) 0137 |(2) 0805 |(3) 0810
|JUDDS BROS. CONSTRUCTION CO.|COHRON & SON, INC./A. M. |ELK HORN CONSTRUCTION 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. 25+20
100'-0", 3-SPAN TIMBER GIRDER BRIDGE
| | |
0001 L006.00 3.000 ACRE| 120.00000 360.00| 120.00000 360.00| 120.00000 360.00
COVER CROP SEEDING | | |
0002 0001.10 1554.000 BDAY| 1.30000 2020.20| 1.50000 2331.00| 1.30000 2020.20
BARRICADE, TYPE III | | |
0003 0001.30 222.000 LDAY| 0.90000 199.80| 1.15000 255.30| 0.90000 199.80
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 1332.000 EACH| 0.40000 532.80| 0.45000 599.40| 0.40000 532.80
SIGN DAY | | |
0005 0030.60 LUMP| 26000.00000 26000.00| 26000.00000 26000.00| 35000.00000 35000.00
MOBILIZATION | | |
0006 1009.00 LUMP| 2400.00000 2400.00| 2400.00000 2400.00| 2400.00000 2400.00
GENERAL CLEARING AND GRUBBING | | |
0007 1010.01 5669.000 CY | 2.90000 16440.10| 2.90000 16440.10| 2.90000 16440.10
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1011.00 26.000 MGAL| 9.99000 259.74| 9.99000 259.74| 9.99000 259.74
WATER | | |
0009 1043.50 1010.000 SY | 2.50000 2525.00| 2.00000 2020.00| 2.00000 2020.00
RIPRAP FILTER FABRIC | | |
0010 1300.24 102.000 LF | 13.29000 1355.58| 13.29000 1355.58| 13.29000 1355.58
24" DRIVEWAY CULVERT PIPE | | |
0011 2009.51 10.476 STA | 60.00000 628.56| 60.00000 628.56| 60.00000 628.56
CRUSHED ROCK EMBEDMENT | | |
0012 2010.03 303.000 TON | 14.10000 4272.30| 14.10000 4272.30| 14.10000 4272.30
CRUSHED ROCK SURFACE COURSE | | |
0013 4050.01 239.000 CY | 6.00000 1434.00| 6.00000 1434.00| 6.00000 1434.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0014 4300.24 68.000 LF | 16.95000 1152.60| 16.95000 1152.60| 16.95000 1152.60
24" CULVERT PIPE | | |
0015 4300.42 128.000 LF | 42.26000 5409.28| 42.26000 5409.28| 42.26000 5409.28
42" CULVERT PIPE | | |
0016 4310.24 1.000 EACH| 114.12000 114.12| 114.12000 114.12| 114.12000 114.12
24" FLARED-END SECTION | | |
0017 4310.42 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| 500.00000 1500.00
42" FLARED-END SECTION | | |
0018 6000.10 10.000 LS | 4800.00000 4800.00| 3000.00000 3000.00| 4000.00000 4000.00
ABUTMENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 1445X COUNTIES : SEWARD
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-TBCG-7080(51)
====================================================================================================================================
|(1) 0137 |(2) 0805 |(3) 0810
|JUDDS BROS. CONSTRUCTION CO.|COHRON & SON, INC./A. M. |ELK HORN CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6000.11 19.000 LS | 4800.00000 4800.00| 3000.00000 3000.00| 4000.00000 4000.00
ABUTMENT NO.2 EXCAVATION | | |
0020 6001.50 5.000 LS | 7200.00000 7200.00| 6000.00000 6000.00| 6000.00000 6000.00
BENT NO.1 EXCAVATION | | |
0021 6001.51 9.000 LS | 7200.00000 7200.00| 6000.00000 6000.00| 6000.00000 6000.00
BENT NO.2 EXCAVATION | | |
0022 6010.22 168.900 CY | 600.00000 101340.00| 265.00000 44758.50| 300.00000 50670.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0023 6020.00 10650.000 LB | 0.40000 4260.00| 0.45000 4792.50| 0.55000 5857.50
REINFORCING STEEL FOR BRIDGE | | |
0024 6040.00 1.000 EACH| 4800.00000 4800.00| 10000.00000 10000.00| 12000.00000 12000.00
REMOVE STRUCTURE AT STA. 25+20.9 | | |
0025 6071.25 2978.000 LS | 55000.00000 55000.00| 183000.00000 183000.00| 172000.00000 172000.00
TIMBER SUPERSTRUCTURE AT STA. 25+20 | | |
0026 6080.00 7750.000 LB | 1.75000 13562.50| 2.50000 19375.00| 2.50000 19375.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0027 6105.02 798.000 TON | 30.00000 23940.00| 31.00000 24738.00| 24.00000 19152.00
ROCK RIPRAP, TYPE B | | |
0028 6210.12 1995.000 LF | 16.00000 31920.00| 18.00000 35910.00| 17.00000 33915.00
HP 10"X42# STEEL PILING | | |
0029 6310.00 3542.000 SF | 14.00000 49588.00| 11.50000 40733.00| 11.50000 40733.00
STEEL SHEET PILING | | |
0030 7020.00 4.000 EACH| 880.00000 3520.00| 900.00000 3600.00| 1700.00000 6800.00
BRIDGE APPROACH SECTIONS | | |
0031 7021.45 4.000 EACH| 844.00000 3376.00| 860.00000 3440.00| 1700.00000 6800.00
BREAKAWAY CABLE TERMINAL | | |
0032 9005.30 70.000 TON | 100.00000 7000.00| 138.00000 9660.00| 175.00000 12250.00
ASPHALTIC CONCRETE, TYPE SP2(0.5) | | |
SECTION TOTALS | $ 388,910.58| $ 464,538.98| $ 474,651.58
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 388,910.58| $ 464,538.98| $ 474,651.58
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 1445X COUNTIES : SEWARD
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-TBCG-7080(51)
====================================================================================================================================
|(4) 0462 |(5) 1809 |(6) 0774
|WEBB CONTRACTOR, INC./L. J. |CAPITAL CONTRACTORS, INC. |DIXON CONSTRUCTION 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. 25+20
100'-0", 3-SPAN TIMBER GIRDER BRIDGE
| | |
0001 L006.00 3.000 ACRE| 120.00000 360.00| 120.00000 360.00| 50.00000 150.00
COVER CROP SEEDING | | |
0002 0001.10 1554.000 BDAY| 1.30000 2020.20| 1.25000 1942.50| 1.30000 2020.20
BARRICADE, TYPE III | | |
0003 0001.30 222.000 LDAY| 0.90000 199.80| 1.25000 277.50| 0.90000 199.80
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 1332.000 EACH| 0.40000 532.80| 0.75000 999.00| 0.40000 532.80
SIGN DAY | | |
0005 0030.60 LUMP| 22250.00000 22250.00| 26250.00000 26250.00| 40000.00000 40000.00
MOBILIZATION | | |
0006 1009.00 LUMP| 2400.00000 2400.00| 2400.00000 2400.00| 5000.00000 5000.00
GENERAL CLEARING AND GRUBBING | | |
0007 1010.01 5669.000 CY | 2.90000 16440.10| 2.90000 16440.10| 3.00000 17007.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1011.00 26.000 MGAL| 9.99000 259.74| 9.99000 259.74| 10.00000 260.00
WATER | | |
0009 1043.50 1010.000 SY | 2.00000 2020.00| 3.00000 3030.00| 3.00000 3030.00
RIPRAP FILTER FABRIC | | |
0010 1300.24 102.000 LF | 13.29000 1355.58| 13.29000 1355.58| 20.00000 2040.00
24" DRIVEWAY CULVERT PIPE | | |
0011 2009.51 10.476 STA | 60.00000 628.56| 60.00000 628.56| 200.00000 2095.20
CRUSHED ROCK EMBEDMENT | | |
0012 2010.03 303.000 TON | 14.10000 4272.30| 14.10000 4272.30| 30.00000 9090.00
CRUSHED ROCK SURFACE COURSE | | |
0013 4050.01 239.000 CY | 6.00000 1434.00| 6.00000 1434.00| 10.00000 2390.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0014 4300.24 68.000 LF | 16.95000 1152.60| 16.95000 1152.60| 25.00000 1700.00
24" CULVERT PIPE | | |
0015 4300.42 128.000 LF | 42.26000 5409.28| 42.26000 5409.28| 40.00000 5120.00
42" CULVERT PIPE | | |
0016 4310.24 1.000 EACH| 114.12000 114.12| 114.12000 114.12| 400.00000 400.00
24" FLARED-END SECTION | | |
0017 4310.42 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| 600.00000 1800.00
42" FLARED-END SECTION | | |
0018 6000.10 10.000 LS | 1000.00000 1000.00| 10000.00000 10000.00| 5000.00000 5000.00
ABUTMENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 1445X COUNTIES : SEWARD
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-TBCG-7080(51)
====================================================================================================================================
|(4) 0462 |(5) 1809 |(6) 0774
|WEBB CONTRACTOR, INC./L. J. |CAPITAL CONTRACTORS, INC. |DIXON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6000.11 19.000 LS | 1000.00000 1000.00| 10000.00000 10000.00| 5000.00000 5000.00
ABUTMENT NO.2 EXCAVATION | | |
0020 6001.50 5.000 LS | 2000.00000 2000.00| 15000.00000 15000.00| 7500.00000 7500.00
BENT NO.1 EXCAVATION | | |
0021 6001.51 9.000 LS | 2000.00000 2000.00| 15000.00000 15000.00| 7500.00000 7500.00
BENT NO.2 EXCAVATION | | |
0022 6010.22 168.900 CY | 300.00000 50670.00| 350.00000 59115.00| 300.00000 50670.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0023 6020.00 10650.000 LB | 0.60000 6390.00| 1.00000 10650.00| 0.60000 6390.00
REINFORCING STEEL FOR BRIDGE | | |
0024 6040.00 1.000 EACH| 5000.00000 5000.00| 5784.63000 5784.63| 12000.00000 12000.00
REMOVE STRUCTURE AT STA. 25+20.9 | | |
0025 6071.25 2978.000 LS | 200000.00000 200000.00| 175000.00000 175000.00| 185000.00000 185000.00
TIMBER SUPERSTRUCTURE AT STA. 25+20 | | |
0026 6080.00 7750.000 LB | 2.47000 19142.50| 2.50000 19375.00| 3.00000 23250.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0027 6105.02 798.000 TON | 29.00000 23142.00| 35.00000 27930.00| 22.75000 18154.50
ROCK RIPRAP, TYPE B | | |
0028 6210.12 1995.000 LF | 22.00000 43890.00| 15.00000 29925.00| 15.00000 29925.00
HP 10"X42# STEEL PILING | | |
0029 6310.00 3542.000 SF | 11.00000 38962.00| 10.00000 35420.00| 12.00000 42504.00
STEEL SHEET PILING | | |
0030 7020.00 4.000 EACH| 1600.00000 6400.00| 1600.00000 6400.00| 1600.00000 6400.00
BRIDGE APPROACH SECTIONS | | |
0031 7021.45 4.000 EACH| 1600.00000 6400.00| 1600.00000 6400.00| 1600.00000 6400.00
BREAKAWAY CABLE TERMINAL | | |
0032 9005.30 70.000 TON | 135.00000 9450.00| 150.00000 10500.00| 200.00000 14000.00
ASPHALTIC CONCRETE, TYPE SP2(0.5) | | |
SECTION TOTALS | $ 477,795.58| $ 504,324.91| $ 512,528.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 477,795.58| $ 504,324.91| $ 512,528.50
====================================================================================================================================