|
Contract Letting February 07, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F04 CONTRACT ID : 1268 COUNTIES : OTOE
LETTING DATE : 02/07/02 DISTRICT : 1
PROJECT(S) : BRO-7066(26)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD SOUTHWEST OF SYRACUSE.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0462 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0462 THIS LETTING IS LIMITED TO 3.
1742 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
1742 LETTING IS LIMITED TO $1,100,000.00.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1742 HERBST CONSTRUCTION, INC. $ 550,267.06 100.0000%
2 0462 L. J. WEBB CONTRACTOR, INC. $ 592,710.06 107.7131%
3 0805 A. M. COHRON & SON, INC. $ 595,050.10 108.1384%
4 1809 CAPITAL CONTRACTORS, INC. $ 608,547.59 110.5913%
5 0137 JUDDS BROS. CONSTRUCTION CO. $ 610,213.65 110.8940%
6 0880 CHRISTENSEN BROS., INC. $ 619,199.60 112.5271%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1268 COUNTIES : OTOE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7066(26)
====================================================================================================================================
|(1) 1742 |(2) 0462 |(3) 0805
|HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. |COHRON & SON, INC./A. M.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 13+24
1 - 26.52M & 2 - 20.42M SPANS ROLLED BEAM STEEL BRIDGE
| | |
0001 L006.00 1.000 ha | 500.00000 500.00| 500.00000 500.00| 510.00000 510.00
COVER CROP SEEDING | | |
0002 0001.10 1670.000 BDAY| 1.10000 1837.00| 1.10000 1837.00| 1.79000 2989.30
BARRICADE, TYPE III | | |
0003 0001.30 334.000 LDAY| 1.20000 400.80| 1.20000 400.80| 1.79000 597.86
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 2004.000 EACH| 0.65000 1302.60| 0.65000 1302.60| 0.36000 721.44
SIGN DAY | | |
0005 0030.60 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| 52500.00000 52500.00
MOBILIZATION | | |
0006 1009.00 LUMP| 1750.00000 1750.00| 1750.00000 1750.00| 1020.00000 1020.00
GENERAL CLEARING AND GRUBBING | | |
0007 1010.01 9775.000 m3 | 2.65000 25903.75| 2.65000 25903.75| 3.00000 29325.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1011.00 58.000 kL | 6.00000 348.00| 5.00000 290.00| 10.00000 580.00
WATER | | |
0009 4050.01 652.000 m3 | 25.50000 16626.00| 25.50000 16626.00| 26.00000 16952.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0010 4350.18 16.000 m | 54.80000 876.80| 54.80000 876.80| 55.90000 894.40
450 mm CORRUGATED METAL PIPE | | |
0011 4350.36 16.500 m | 98.34000 1622.61| 98.34000 1622.61| 100.00000 1650.00
900 mm CORRUGATED METAL PIPE | | |
0012 4350.48 51.100 m | 158.00000 8073.80| 158.00000 8073.80| 161.00000 8227.10
1200 mm CORRUGATED METAL PIPE | | |
0013 4360.18 2.000 EACH| 146.00000 292.00| 146.00000 292.00| 149.00000 298.00
450 mm METAL FLARED-END SECTION | | |
0014 4360.36 2.000 EACH| 340.00000 680.00| 340.00000 680.00| 347.00000 694.00
900 mm METAL FLARED-END SECTION | | |
0015 4360.48 4.000 EACH| 700.00000 2800.00| 700.00000 2800.00| 715.00000 2860.00
1200 mm METAL FLARED-END SECTION | | |
0016 6000.10 0.500 LS | 4000.00000 4000.00| 5000.00000 5000.00| 3000.00000 3000.00
ABUTMENT NO.1 EXCAVATION | | |
0017 6000.11 0.500 LS | 4000.00000 4000.00| 5000.00000 5000.00| 3000.00000 3000.00
ABUTMENT NO.2 EXCAVATION | | |
0018 6001.50 225.000 LS | 8000.00000 8000.00| 15000.00000 15000.00| 10000.00000 10000.00
BENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1268 COUNTIES : OTOE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7066(26)
====================================================================================================================================
|(1) 1742 |(2) 0462 |(3) 0805
|HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. |COHRON & SON, INC./A. M.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6001.51 225.000 LS | 8000.00000 8000.00| 15000.00000 15000.00| 10000.00000 10000.00
BENT NO.2 EXCAVATION | | |
0020 6005.78 12.000 EACH| 500.00000 6000.00| 600.00000 7200.00| 530.00000 6360.00
EXPANSION BEARING, TFE TYPE | | |
0021 6005.83 4.000 EACH| 700.00000 2800.00| 800.00000 3200.00| 280.00000 1120.00
FIXED BEARING | | |
0022 6010.22 191.200 m3 | 366.00000 69979.20| 425.08000 81275.30| 460.00000 87952.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0023 6010.26 153.900 m3 | 392.00000 60328.80| 392.38000 60387.28| 470.00000 72333.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0024 6020.00 26610.000 kg | 1.23000 32730.30| 1.21000 32198.10| 1.12000 29803.20
REINFORCING STEEL FOR BRIDGE | | |
0025 6040.00 1.000 EACH| 20000.00000 20000.00| 15000.00000 15000.00| 12000.00000 12000.00
REMOVE STRUCTURE AT STA. 13+26 | | |
0026 6071.12 64943.000 LS | 98000.00000 98000.00| 104000.00000 104000.00| 115000.00000 115000.00
STEEL SUPERSTRUCTURE AT STA. 13+24 | | |
0027 6080.00 764.000 kg | 4.70000 3590.80| 6.61000 5050.04| 4.35000 3323.40
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0028 6105.02 1944.000 Mg | 26.00000 50544.00| 25.35000 49280.40| 25.00000 48600.00
ROCK RIPRAP, TYPE B | | |
0029 6210.12 557.600 m | 56.00000 31225.60| 78.74000 43905.42| 42.00000 23419.20
HP 250 mm X 62 kg STEEL PILING | | |
0030 6310.00 327.400 m2 | 115.00000 37651.00| 118.40000 38764.16| 118.00000 38633.20
STEEL SHEET PILING | | |
0031 6951.12 1476.000 EACH| 4.00000 5904.00| 3.50000 5166.00| 4.25000 6273.00
SHEAR CONNECTORS | | |
0032 7020.00 2.000 EACH| 1250.00000 2500.00| 1163.00000 2326.00| 1186.00000 2372.00
BRIDGE APPROACH SECTIONS | | |
0033 7021.45 2.000 EACH| 1000.00000 2000.00| 1001.00000 2002.00| 1021.00000 2042.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 550,267.06| $ 592,710.06| $ 595,050.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 550,267.06| $ 592,710.06| $ 595,050.10
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1268 COUNTIES : OTOE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7066(26)
====================================================================================================================================
|(4) 1809 |(5) 0137 |(6) 0880
|CAPITAL CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 13+24
1 - 26.52M & 2 - 20.42M SPANS ROLLED BEAM STEEL BRIDGE
| | |
0001 L006.00 1.000 ha | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00
COVER CROP SEEDING | | |
0002 0001.10 1670.000 BDAY| 1.10000 1837.00| 1.10000 1837.00| 1.10000 1837.00
BARRICADE, TYPE III | | |
0003 0001.30 334.000 LDAY| 1.20000 400.80| 1.20000 400.80| 1.20000 400.80
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 2004.000 EACH| 0.65000 1302.60| 0.65000 1302.60| 0.70000 1402.80
SIGN DAY | | |
0005 0030.60 LUMP| 41500.00000 41500.00| 25000.00000 25000.00| 60000.00000 60000.00
MOBILIZATION | | |
0006 1009.00 LUMP| 1750.00000 1750.00| 17.50000 17.50| 1000.00000 1000.00
GENERAL CLEARING AND GRUBBING | | |
0007 1010.01 9775.000 m3 | 2.65000 25903.75| 2.65000 25903.75| 3.00000 29325.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1011.00 58.000 kL | 5.00000 290.00| 10.00000 580.00| 10.00000 580.00
WATER | | |
0009 4050.01 652.000 m3 | 25.50000 16626.00| 8.65000 5639.80| 26.00000 16952.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0010 4350.18 16.000 m | 54.80000 876.80| 44.00000 704.00| 55.00000 880.00
450 mm CORRUGATED METAL PIPE | | |
0011 4350.36 16.500 m | 98.34000 1622.61| 112.00000 1848.00| 100.00000 1650.00
900 mm CORRUGATED METAL PIPE | | |
0012 4350.48 51.100 m | 158.00000 8073.80| 202.00000 10322.20| 160.00000 8176.00
1200 mm CORRUGATED METAL PIPE | | |
0013 4360.18 2.000 EACH| 146.00000 292.00| 165.00000 330.00| 150.00000 300.00
450 mm METAL FLARED-END SECTION | | |
0014 4360.36 2.000 EACH| 340.00000 680.00| 415.00000 830.00| 350.00000 700.00
900 mm METAL FLARED-END SECTION | | |
0015 4360.48 4.000 EACH| 700.00000 2800.00| 650.00000 2600.00| 700.00000 2800.00
1200 mm METAL FLARED-END SECTION | | |
0016 6000.10 0.500 LS | 7500.00000 7500.00| 4500.00000 4500.00| 5000.00000 5000.00
ABUTMENT NO.1 EXCAVATION | | |
0017 6000.11 0.500 LS | 7500.00000 7500.00| 4500.00000 4500.00| 5000.00000 5000.00
ABUTMENT NO.2 EXCAVATION | | |
0018 6001.50 225.000 LS | 25000.00000 25000.00| 7000.00000 7000.00| 20000.00000 20000.00
BENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1268 COUNTIES : OTOE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7066(26)
====================================================================================================================================
|(4) 1809 |(5) 0137 |(6) 0880
|CAPITAL CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO.|CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6001.51 225.000 LS | 25000.00000 25000.00| 7000.00000 7000.00| 20000.00000 20000.00
BENT NO.2 EXCAVATION | | |
0020 6005.78 12.000 EACH| 600.00000 7200.00| 850.00000 10200.00| 800.00000 9600.00
EXPANSION BEARING, TFE TYPE | | |
0021 6005.83 4.000 EACH| 600.00000 2400.00| 750.00000 3000.00| 900.00000 3600.00
FIXED BEARING | | |
0022 6010.22 191.200 m3 | 385.00000 73612.00| 600.00000 114720.00| 390.00000 74568.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0023 6010.26 153.900 m3 | 395.00000 60790.50| 950.00000 146205.00| 340.00000 52326.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0024 6020.00 26610.000 kg | 1.20000 31932.00| 0.60000 15966.00| 1.20000 31932.00
REINFORCING STEEL FOR BRIDGE | | |
0025 6040.00 1.000 EACH| 13979.33000 13979.33| 7000.00000 7000.00| 14000.00000 14000.00
REMOVE STRUCTURE AT STA. 13+26 | | |
0026 6071.12 64943.000 LS | 110000.00000 110000.00| 104000.00000 104000.00| 110000.00000 110000.00
STEEL SUPERSTRUCTURE AT STA. 13+24 | | |
0027 6080.00 764.000 kg | 6.00000 4584.00| 4.00000 3056.00| 8.00000 6112.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0028 6105.02 1944.000 Mg | 30.00000 58320.00| 22.50000 43740.00| 23.00000 44712.00
ROCK RIPRAP, TYPE B | | |
0029 6210.12 557.600 m | 61.00000 34013.60| 50.00000 27880.00| 75.00000 41820.00
HP 250 mm X 62 kg STEEL PILING | | |
0030 6310.00 327.400 m2 | 110.00000 36014.00| 85.00000 27829.00| 140.00000 45836.00
STEEL SHEET PILING | | |
0031 6951.12 1476.000 EACH| 1.30000 1918.80| 1.00000 1476.00| 2.50000 3690.00
SHEAR CONNECTORS | | |
0032 7020.00 2.000 EACH| 1163.00000 2326.00| 1163.00000 2326.00| 1200.00000 2400.00
BRIDGE APPROACH SECTIONS | | |
0033 7021.45 2.000 EACH| 1001.00000 2002.00| 1000.00000 2000.00| 1050.00000 2100.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 608,547.59| $ 610,213.65| $ 619,199.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 608,547.59| $ 610,213.65| $ 619,199.60
====================================================================================================================================