|
Contract Letting February 07, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F23 CONTRACT ID : 4637X COUNTIES : FILLMORE
LETTING DATE : 02/07/02 DISTRICT : 4
PROJECT(S) : BRO-7030(27)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD NORTHWEST OF FAIRMONT.
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VENDOR NO. BID NOTES
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0013 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
0013 LETTING IS LIMITED TO $3,750,000.00.
0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED
0137 IN THIS LETTING IS LIMITED TO 1.
0462 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0462 THIS LETTING IS LIMITED TO 3.
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0462 L. J. WEBB CONTRACTOR, INC. $ 562,649.05 100.0000%
2 0013 THE DIAMOND ENGINEERING COMPANY $ 621,513.50 110.4620%
3 1809 CAPITAL CONTRACTORS, INC. $ 631,390.28 112.2174%
4 0805 A. M. COHRON & SON, INC. $ 639,815.59 113.7148%
5 0137 JUDDS BROS. CONSTRUCTION CO. $ 674,755.06 119.9246%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 4637X COUNTIES : FILLMORE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : BRO-7030(27)
====================================================================================================================================
|(1) 0462 |(2) 0013 |(3) 1809
|WEBB CONTRACTOR, INC./L. J. |DIAMOND ENGINEERING COMPANY/|CAPITAL CONTRACTORS, 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. 12+10
ONE 80'-0" AND TWO 55'-0" SPANS ROLLED BEAM STEEL GIRDER BR
| | |
0001 L006.00 4.000 ACRE| 120.00000 480.00| 120.00000 480.00| 120.00000 480.00
COVER CROP SEEDING | | |
0002 0001.10 2262.000 BDAY| 1.20000 2714.40| 1.20000 2714.40| 1.20000 2714.40
BARRICADE, TYPE III | | |
0003 0001.30 348.000 LDAY| 1.00000 348.00| 1.00000 348.00| 1.00000 348.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 1914.000 EACH| 0.40000 765.60| 0.50000 957.00| 0.40000 765.60
SIGN DAY | | |
0005 0030.60 LUMP| 22580.00000 22580.00| 13250.00000 13250.00| 44080.00000 44080.00
MOBILIZATION | | |
0006 1000.00 1.000 EACH| 150.00000 150.00| 150.00000 150.00| 150.00000 150.00
LARGE TREE REMOVAL | | |
0007 1009.00 LUMP| 5780.00000 5780.00| 8230.00000 8230.00| 5780.00000 5780.00
GENERAL CLEARING AND GRUBBING | | |
0008 1011.00 101.000 MGAL| 9.99000 1008.99| 9.99000 1008.99| 9.99000 1008.99
WATER | | |
0009 1030.00 14436.000 CY | 2.41000 34790.76| 2.41000 34790.76| 2.41000 34790.76
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1043.50 1756.000 SY | 2.00000 3512.00| 2.00000 3512.00| 3.00000 5268.00
RIPRAP FILTER FABRIC | | |
0011 1300.24 110.000 LF | 19.02000 2092.20| 12.46000 1370.60| 12.46000 1370.60
24" DRIVEWAY CULVERT PIPE | | |
0012 2009.51 17.100 STA | 57.99000 991.63| 57.99000 991.63| 57.99000 991.63
CRUSHED ROCK EMBEDMENT | | |
0013 2010.00 396.000 CY | 17.16000 6795.36| 17.16000 6795.36| 17.16000 6795.36
CRUSHED ROCK SURFACE COURSE | | |
0014 4045.00 1.000 EACH| 4000.00000 4000.00| 2400.00000 2400.00| 3550.00000 3550.00
REMOVE STRUCTURE AT STA. 8+10 | | |
0015 4050.01 177.000 CY | 12.68000 2244.36| 6.99000 1237.23| 12.68000 2244.36
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0016 4300.48 96.000 LF | 71.00000 6816.00| 50.18000 4817.28| 71.00000 6816.00
48" CULVERT PIPE | | |
0017 4310.48 2.000 EACH| 961.00000 1922.00| 558.20000 1116.40| 961.00000 1922.00
48" FLARED-END SECTION | | |
0018 6000.10 15.000 LS | 2000.00000 2000.00| 1650.00000 1650.00| 7500.00000 7500.00
ABUTMENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 4637X COUNTIES : FILLMORE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : BRO-7030(27)
====================================================================================================================================
|(1) 0462 |(2) 0013 |(3) 1809
|WEBB CONTRACTOR, INC./L. J. |DIAMOND ENGINEERING COMPANY/|CAPITAL CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6000.11 15.000 LS | 2000.00000 2000.00| 1650.00000 1650.00| 7500.00000 7500.00
ABUTMENT NO.2 EXCAVATION | | |
0020 6000.60 230.000 LS | 10000.00000 10000.00| 19500.00000 19500.00| 25000.00000 25000.00
PIER NO.1 EXCAVATION | | |
0021 6000.61 230.000 LS | 10000.00000 10000.00| 19500.00000 19500.00| 25000.00000 25000.00
PIER NO.2 EXCAVATION | | |
0022 6005.78 12.000 EACH| 1000.00000 12000.00| 915.00000 10980.00| 850.00000 10200.00
EXPANSION BEARING, TFE TYPE | | |
0023 6005.83 4.000 EACH| 1100.00000 4400.00| 915.00000 3660.00| 850.00000 3400.00
FIXED BEARING | | |
0024 6010.22 342.700 CY | 260.00000 89102.00| 274.00000 93899.80| 285.00000 97669.50
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0025 6010.26 174.900 CY | 300.00000 52470.00| 307.00000 53694.30| 350.00000 61215.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0026 6020.00 61705.000 LB | 0.55000 33937.75| 0.49000 30235.45| 0.60000 37023.00
REINFORCING STEEL FOR BRIDGE | | |
0027 6040.00 1.000 EACH| 10000.00000 10000.00| 5400.00000 5400.00| 11920.68000 11920.68
REMOVE STRUCTURE AT STA. 12+11.5 | | |
0028 6071.12 117240.000 LS | 90000.00000 90000.00| 104500.00000 104500.00| 80000.00000 80000.00
STEEL SUPERSTRUCTURE AT STA. 12+10 | | |
0029 6080.00 5700.000 LB | 3.00000 17100.00| 6.03000 34371.00| 3.00000 17100.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0030 6105.02 1518.000 TON | 27.00000 40986.00| 34.00000 51612.00| 35.00000 53130.00
ROCK RIPRAP, TYPE B | | |
0031 6200.00 1890.000 LF | 25.00000 47250.00| 30.50000 57645.00| 19.00000 35910.00
CONCRETE PILING | | |
0032 6310.00 2475.000 SF | 12.00000 29700.00| 12.50000 30937.50| 12.00000 29700.00
STEEL SHEET PILING | | |
0033 6951.12 1728.000 EACH| 4.00000 6912.00| 5.85000 10108.80| 1.30000 2246.40
SHEAR CONNECTORS | | |
0034 7020.00 4.000 EACH| 1000.00000 4000.00| 1050.00000 4200.00| 1000.00000 4000.00
BRIDGE APPROACH SECTIONS | | |
0035 7021.45 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| 950.00000 3800.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 562,649.05| $ 621,513.50| $ 631,390.28
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 562,649.05| $ 621,513.50| $ 631,390.28
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 4637X COUNTIES : FILLMORE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : BRO-7030(27)
====================================================================================================================================
|(4) 0805 |(5) 0137 |
|COHRON & SON, INC./A. M. |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. 12+10
ONE 80'-0" AND TWO 55'-0" SPANS ROLLED BEAM STEEL GIRDER BR
| | |
0001 L006.00 4.000 ACRE| 122.00000 488.00| 120.00000 480.00|
COVER CROP SEEDING | | |
0002 0001.10 2262.000 BDAY| 1.22000 2759.64| 1.20000 2714.40|
BARRICADE, TYPE III | | |
0003 0001.30 348.000 LDAY| 1.05000 365.40| 1.00000 348.00|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 1914.000 EACH| 0.41000 784.74| 0.40000 765.60|
SIGN DAY | | |
0005 0030.60 LUMP| 52500.00000 52500.00| 14000.00000 14000.00|
MOBILIZATION | | |
0006 1000.00 1.000 EACH| 153.00000 153.00| 150.00000 150.00|
LARGE TREE REMOVAL | | |
0007 1009.00 LUMP| 5896.00000 5896.00| 5780.00000 5780.00|
GENERAL CLEARING AND GRUBBING | | |
0008 1011.00 101.000 MGAL| 10.00000 1010.00| 10.00000 1010.00|
WATER | | |
0009 1030.00 14436.000 CY | 2.46000 35512.56| 2.41000 34790.76|
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1043.50 1756.000 SY | 2.00000 3512.00| 1.25000 2195.00|
RIPRAP FILTER FABRIC | | |
0011 1300.24 110.000 LF | 19.40000 2134.00| 12.50000 1375.00|
24" DRIVEWAY CULVERT PIPE | | |
0012 2009.51 17.100 STA | 59.15000 1011.47| 58.00000 991.80|
CRUSHED ROCK EMBEDMENT | | |
0013 2010.00 396.000 CY | 17.50000 6930.00| 17.25000 6831.00|
CRUSHED ROCK SURFACE COURSE | | |
0014 4045.00 1.000 EACH| 3625.00000 3625.00| 2400.00000 2400.00|
REMOVE STRUCTURE AT STA. 8+10 | | |
0015 4050.01 177.000 CY | 12.94000 2290.38| 7.00000 1239.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0016 4300.48 96.000 LF | 72.40000 6950.40| 51.00000 4896.00|
48" CULVERT PIPE | | |
0017 4310.48 2.000 EACH| 980.00000 1960.00| 560.00000 1120.00|
48" FLARED-END SECTION | | |
0018 6000.10 15.000 LS | 3000.00000 3000.00| 5000.00000 5000.00|
ABUTMENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 4637X COUNTIES : FILLMORE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : BRO-7030(27)
====================================================================================================================================
|(4) 0805 |(5) 0137 |
|COHRON & SON, INC./A. M. |JUDDS BROS. CONSTRUCTION CO.|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6000.11 15.000 LS | 3000.00000 3000.00| 5000.00000 5000.00|
ABUTMENT NO.2 EXCAVATION | | |
0020 6000.60 230.000 LS | 8000.00000 8000.00| 9000.00000 9000.00|
PIER NO.1 EXCAVATION | | |
0021 6000.61 230.000 LS | 8000.00000 8000.00| 9000.00000 9000.00|
PIER NO.2 EXCAVATION | | |
0022 6005.78 12.000 EACH| 680.00000 8160.00| 775.00000 9300.00|
EXPANSION BEARING, TFE TYPE | | |
0023 6005.83 4.000 EACH| 765.00000 3060.00| 850.00000 3400.00|
FIXED BEARING | | |
0024 6010.22 342.700 CY | 360.00000 123372.00| 460.00000 157642.00|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0025 6010.26 174.900 CY | 370.00000 64713.00| 720.00000 125928.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0026 6020.00 61705.000 LB | 0.60000 37023.00| 0.50000 30852.50|
REINFORCING STEEL FOR BRIDGE | | |
0027 6040.00 1.000 EACH| 15000.00000 15000.00| 12000.00000 12000.00|
REMOVE STRUCTURE AT STA. 12+11.5 | | |
0028 6071.12 117240.000 LS | 90000.00000 90000.00| 85000.00000 85000.00|
STEEL SUPERSTRUCTURE AT STA. 12+10 | | |
0029 6080.00 5700.000 LB | 2.20000 12540.00| 2.00000 11400.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0030 6105.02 1518.000 TON | 35.00000 53130.00| 28.00000 42504.00|
ROCK RIPRAP, TYPE B | | |
0031 6200.00 1890.000 LF | 24.00000 45360.00| 25.00000 47250.00|
CONCRETE PILING | | |
0032 6310.00 2475.000 SF | 9.00000 22275.00| 12.00000 29700.00|
STEEL SHEET PILING | | |
0033 6951.12 1728.000 EACH| 4.25000 7344.00| 1.50000 2592.00|
SHEAR CONNECTORS | | |
0034 7020.00 4.000 EACH| 1020.00000 4080.00| 1100.00000 4400.00|
BRIDGE APPROACH SECTIONS | | |
0035 7021.45 4.000 EACH| 969.00000 3876.00| 925.00000 3700.00|
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 639,815.59| $ 674,755.06|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 639,815.59| $ 674,755.06|
====================================================================================================================================