|
Contract Letting February 07, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F05 CONTRACT ID : 1369 COUNTIES : SAUNDERS
LETTING DATE : 02/07/02 DISTRICT : 1
PROJECT(S) : BRO-7078(19)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD SOUTHEAST OF PRAGUE.
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VENDOR NO. BID NOTES
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0462 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED
0462 IN THIS LETTING IS LIMITED TO THREE.
1742 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
1742 LETTING IS LIMITED TO 1,100,000.00.
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 1742 HERBST CONSTRUCTION, INC. $ 294,508.60 100.0000%
2 0462 L. J. WEBB CONTRACTOR, INC. $ 299,119.87 101.5657%
3 0137 JUDDS BROS. CONSTRUCTION CO. $ 343,346.80 116.5829%
4 0880 CHRISTENSEN BROS., INC. $ 365,178.40 123.9958%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 1369 COUNTIES : SAUNDERS
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7078(19)
====================================================================================================================================
|(1) 1742 |(2) 0462 |(3) 0137
|HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. 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. 11+61.0
2-4.02M & 1-10.515M CONTINUOUS CONCRETE SLAB BRIDGE
| | |
0001 0001.10 1770.000 BDAY| 1.30000 2301.00| 1.30000 2301.00| 1.30000 2301.00
BARRICADE, TYPE III | | |
0002 0001.30 236.000 LDAY| 0.90000 212.40| 0.90000 212.40| 0.90000 212.40
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0003 0001.90 1534.000 EACH| 0.30000 460.20| 0.30000 460.20| 0.30000 460.20
SIGN DAY | | |
0004 0030.60 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| 12000.00000 12000.00
MOBILIZATION | | |
0005 1010.01 785.000 m3 | 4.00000 3140.00| 5.23000 4105.55| 9.50000 7457.50
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 6000.10 0.500 LS | 4000.00000 4000.00| 2000.00000 2000.00| 5000.00000 5000.00
ABUTMENT NO.1 EXCAVATION | | |
0007 6000.11 0.500 LS | 4000.00000 4000.00| 2000.00000 2000.00| 5000.00000 5000.00
ABUTMENT NO.2 EXCAVATION | | |
0008 6001.00 35.000 LS | 6000.00000 6000.00| 4000.00000 4000.00| 6000.00000 6000.00
BENT NO.1 EXCAVATION | | |
0009 6001.01 35.000 LS | 6000.00000 6000.00| 4000.00000 4000.00| 6000.00000 6000.00
BENT NO.2 EXCAVATION | | |
0010 6010.22 99.500 m3 | 340.00000 33830.00| 431.62000 42946.19| 625.00000 62187.50
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0011 6010.26 161.800 m3 | 355.00000 57439.00| 379.31000 61372.36| 675.00000 109215.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0012 6020.00 24907.000 kg | 1.00000 24907.00| 1.21000 30137.47| 0.60000 14944.20
REINFORCING STEEL FOR BRIDGE | | |
0013 6040.00 1.000 EACH| 20000.00000 20000.00| 10000.00000 10000.00| 7500.00000 7500.00
REMOVE STRUCTURE AT STA. 11+62.64 | | |
0014 6080.00 1716.000 kg | 4.75000 8151.00| 5.51000 9455.16| 3.00000 5148.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0015 6105.02 918.000 Mg | 28.00000 25704.00| 28.66000 26309.88| 30.00000 27540.00
ROCK RIPRAP, TYPE B | | |
0016 6210.50 473.200 m | 83.00000 39275.60| 91.86000 43468.15| 80.00000 37856.00
PIPE PILING | | |
0017 6310.00 212.200 m2 | 122.00000 25888.40| 134.55000 28551.51| 125.00000 26525.00
STEEL SHEET PILING | | |
0018 7020.00 4.000 EACH| 1050.00000 4200.00| 1000.00000 4000.00| 1100.00000 4400.00
BRIDGE APPROACH SECTIONS | | |
0019 7021.45 4.000 EACH| 1000.00000 4000.00| 950.00000 3800.00| 900.00000 3600.00
BREAKAWAY CABLE TERMINAL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 1369 COUNTIES : SAUNDERS
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7078(19)
====================================================================================================================================
|(1) 1742 |(2) 0462 |(3) 0137
|HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 294,508.60| $ 299,119.87| $ 343,346.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 294,508.60| $ 299,119.87| $ 343,346.80
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 1369 COUNTIES : SAUNDERS
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7078(19)
====================================================================================================================================
|(4) 0880 | |
|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. 11+61.0
2-4.02M & 1-10.515M CONTINUOUS CONCRETE SLAB BRIDGE
| | |
0001 0001.10 1770.000 BDAY| 1.40000 2478.00| |
BARRICADE, TYPE III | | |
0002 0001.30 236.000 LDAY| 1.00000 236.00| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0003 0001.90 1534.000 EACH| 0.40000 613.60| |
SIGN DAY | | |
0004 0030.60 LUMP| 35000.00000 35000.00| |
MOBILIZATION | | |
0005 1010.01 785.000 m3 | 12.00000 9420.00| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 6000.10 0.500 LS | 8000.00000 8000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0007 6000.11 0.500 LS | 8000.00000 8000.00| |
ABUTMENT NO.2 EXCAVATION | | |
0008 6001.00 35.000 LS | 15000.00000 15000.00| |
BENT NO.1 EXCAVATION | | |
0009 6001.01 35.000 LS | 15000.00000 15000.00| |
BENT NO.2 EXCAVATION | | |
0010 6010.22 99.500 m3 | 350.00000 34825.00| |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0011 6010.26 161.800 m3 | 320.00000 51776.00| |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0012 6020.00 24907.000 kg | 1.40000 34869.80| |
REINFORCING STEEL FOR BRIDGE | | |
0013 6040.00 1.000 EACH| 24000.00000 24000.00| |
REMOVE STRUCTURE AT STA. 11+62.64 | | |
0014 6080.00 1716.000 kg | 6.00000 10296.00| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0015 6105.02 918.000 Mg | 28.00000 25704.00| |
ROCK RIPRAP, TYPE B | | |
0016 6210.50 473.200 m | 110.00000 52052.00| |
PIPE PILING | | |
0017 6310.00 212.200 m2 | 140.00000 29708.00| |
STEEL SHEET PILING | | |
0018 7020.00 4.000 EACH| 1050.00000 4200.00| |
BRIDGE APPROACH SECTIONS | | |
0019 7021.45 4.000 EACH| 1000.00000 4000.00| |
BREAKAWAY CABLE TERMINAL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F05 CONTRACT ID : 1369 COUNTIES : SAUNDERS
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7078(19)
====================================================================================================================================
|(4) 0880 | |
|CHRISTENSEN BROS., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 365,178.40| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 365,178.40| |
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