|
Contract Letting February 07, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F28 CONTRACT ID : 6062 COUNTIES : BLAINE
LETTING DATE : 02/07/02 DISTRICT : 6
PROJECT(S) : BRO-7005(2)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD SOUTHEAST OF BREWSTER.
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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 IN LIMITED TO $3,750,000.00.
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0013 THE DIAMOND ENGINEERING COMPANY $ 357,009.72 100.0000%
2 1730 WILKE CONTRACTING CORPORATION $ 362,645.50 101.5786%
3 1809 CAPITAL CONTRACTORS, INC. $ 385,950.61 108.1064%
4 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 409,242.62 114.6306%
5 2283 PERRETT CONSTRUCTION LTD. $ 471,789.75 132.1503%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F28 CONTRACT ID : 6062 COUNTIES : BLAINE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : BRO-7005(2)
====================================================================================================================================
|(1) 0013 |(2) 1730 |(3) 1809
|DIAMOND ENGINEERING COMPANY/|WILKE CONTRACTING CORPORATIO|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. 5+52.5
2-12.65 m & 2-12.8 m SPANS PRESTRESSED CONCRETE TWIN TEE BR
| | |
0001 L006.00 1.100 ha | 400.00000 440.00| 450.00000 495.00| 300.00000 330.00
COVER CROP SEEDING | | |
0002 0001.10 1750.000 BDAY| 3.00000 5250.00| 3.50000 6125.00| 2.00000 3500.00
BARRICADE, TYPE III | | |
0003 0001.30 250.000 LDAY| 3.50000 875.00| 3.75000 937.50| 2.25000 562.50
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 1250.000 EACH| 0.60000 750.00| 1.00000 1250.00| 0.50000 625.00
SIGN DAY | | |
0005 0030.60 LUMP| 24500.00000 24500.00| 16500.00000 16500.00| 34000.00000 34000.00
MOBILIZATION | | |
0006 1000.00 1.000 EACH| 500.00000 500.00| 350.00000 350.00| 250.00000 250.00
LARGE TREE REMOVAL | | |
0007 1009.00 LUMP| 1500.00000 1500.00| 2400.00000 2400.00| 6000.00000 6000.00
GENERAL CLEARING AND GRUBBING | | |
0008 1010.01 1245.000 m3 | 6.50000 8092.50| 12.00000 14940.00| 4.00000 4980.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0009 1011.00 100.000 kL | 3.00000 300.00| 4.00000 400.00| 6.00000 600.00
WATER | | |
0010 1030.00 2530.000 m3 | 10.50000 26565.00| 12.00000 30360.00| 6.40000 16192.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0011 4050.01 4.000 m3 | 50.00000 200.00| 24.00000 96.00| 100.00000 400.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0012 4350.36 4.400 m | 200.00000 880.00| 80.00000 352.00| 100.00000 440.00
900 mm CORRUGATED METAL PIPE | | |
0013 6000.10 20.000 LS | 1425.00000 1425.00| 5500.00000 5500.00| 25000.00000 25000.00
ABUTMENT NO.1 EXCAVATION | | |
0014 6000.11 20.000 LS | 1425.00000 1425.00| 5500.00000 5500.00| 25000.00000 25000.00
ABUTMENT NO.2 EXCAVATION | | |
0015 6010.22 56.760 m3 | 492.00000 27925.92| 600.00000 34056.00| 385.00000 21852.60
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0016 6010.26 103.470 m3 | 453.00000 46871.91| 460.00000 47596.20| 395.00000 40870.65
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0017 6011.11 47.580 LS | 108500.00000 108500.00| 92000.00000 92000.00| 100000.00000 100000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 5+52.5 | | |
0018 6020.00 9858.000 kg | 1.29000 12716.82| 1.50000 14787.00| 1.20000 11829.60
REINFORCING STEEL FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F28 CONTRACT ID : 6062 COUNTIES : BLAINE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : BRO-7005(2)
====================================================================================================================================
|(1) 0013 |(2) 1730 |(3) 1809
|DIAMOND ENGINEERING COMPANY/|WILKE CONTRACTING CORPORATIO|CAPITAL CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6040.00 1.000 EACH| 5500.00000 5500.00| 7500.00000 7500.00| 28779.16000 28779.16
REMOVE STRUCTURE AT STA. 5+46 | | |
0020 6080.00 209.000 kg | 3.33000 695.97| 4.00000 836.00| 3.50000 731.50
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0021 6105.02 510.000 Mg | 49.00000 24990.00| 50.00000 25500.00| 40.00000 20400.00
ROCK RIPRAP, TYPE B | | |
0022 6210.50 226.600 m | 116.00000 26285.60| 88.00000 19940.80| 61.00000 13822.60
PIPE PILING | | |
0023 6310.00 259.000 m2 | 119.00000 30821.00| 136.00000 35224.00| 115.00000 29785.00
STEEL SHEET PILING | | |
SECTION TOTALS | $ 357,009.72| $ 362,645.50| $ 385,950.61
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 357,009.72| $ 362,645.50| $ 385,950.61
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F28 CONTRACT ID : 6062 COUNTIES : BLAINE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : BRO-7005(2)
====================================================================================================================================
|(4) 2853 |(5) 2283 |
|SIMON CONTRACTORS AND SUBSID|PERRETT CONSTRUCTION LTD. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 5+52.5
2-12.65 m & 2-12.8 m SPANS PRESTRESSED CONCRETE TWIN TEE BR
| | |
0001 L006.00 1.100 ha | 313.65000 345.02| 275.00000 302.50|
COVER CROP SEEDING | | |
0002 0001.10 1750.000 BDAY| 2.30000 4025.00| 3.00000 5250.00|
BARRICADE, TYPE III | | |
0003 0001.30 250.000 LDAY| 2.59000 647.50| 4.00000 1000.00|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 1250.000 EACH| 0.58000 725.00| 1.00000 1250.00|
SIGN DAY | | |
0005 0030.60 LUMP| 27508.00000 27508.00| 50000.00000 50000.00|
MOBILIZATION | | |
0006 1000.00 1.000 EACH| 402.50000 402.50| 250.00000 250.00|
LARGE TREE REMOVAL | | |
0007 1009.00 LUMP| 3105.00000 3105.00| 1500.00000 1500.00|
GENERAL CLEARING AND GRUBBING | | |
0008 1010.01 1245.000 m3 | 12.38000 15413.10| 5.00000 6225.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0009 1011.00 100.000 kL | 9.43000 943.00| 1.00000 100.00|
WATER | | |
0010 1030.00 2530.000 m3 | 13.46000 34053.80| 10.00000 25300.00|
EARTHWORK MEASURED IN EMBANKMENT | | |
0011 4050.01 4.000 m3 | 41.10000 164.40| 50.00000 200.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0012 4350.36 4.400 m | 147.67000 649.75| 168.00000 739.20|
900 mm CORRUGATED METAL PIPE | | |
0013 6000.10 20.000 LS | 6842.50000 6842.50| 30000.00000 30000.00|
ABUTMENT NO.1 EXCAVATION | | |
0014 6000.11 20.000 LS | 6842.50000 6842.50| 30000.00000 30000.00|
ABUTMENT NO.2 EXCAVATION | | |
0015 6010.22 56.760 m3 | 518.68000 29440.28| 475.00000 26961.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0016 6010.26 103.470 m3 | 570.60000 59039.98| 425.00000 43974.75|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0017 6011.11 47.580 LS | 81650.00000 81650.00| 126825.00000 126825.00|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 5+52.5 | | |
0018 6020.00 9858.000 kg | 1.66000 16364.28| 1.35000 13308.30|
REINFORCING STEEL FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F28 CONTRACT ID : 6062 COUNTIES : BLAINE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 6
PROJECT(S) : BRO-7005(2)
====================================================================================================================================
|(4) 2853 |(5) 2283 |
|SIMON CONTRACTORS AND SUBSID|PERRETT CONSTRUCTION LTD. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6040.00 1.000 EACH| 26749.00000 26749.00| 25000.00000 25000.00|
REMOVE STRUCTURE AT STA. 5+46 | | |
0020 6080.00 209.000 kg | 3.13000 654.17| 4.00000 836.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0021 6105.02 510.000 Mg | 44.37000 22628.70| 42.00000 21420.00|
ROCK RIPRAP, TYPE B | | |
0022 6210.50 226.600 m | 119.18000 27006.19| 105.00000 23793.00|
PIPE PILING | | |
0023 6310.00 259.000 m2 | 170.05000 44042.95| 145.00000 37555.00|
STEEL SHEET PILING | | |
SECTION TOTALS | $ 409,242.62| $ 471,789.75|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 409,242.62| $ 471,789.75|
====================================================================================================================================