|
Contract Letting December 06, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F03 CONTRACT ID : 1774 COUNTIES : GAGE
LETTING DATE : 12/06/01 DISTRICT : 1
PROJECT(S) : BRO-7034(16)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD SOUTHEAST OF BARNESTON.
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VENDOR NO. BID NOTES
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1742 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED
1742 IN THIS LETTING IS LIMITED TO ONE.
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0810 ELK HORN CONSTRUCTION CO. $ 390,395.35 100.0000%
2 0805 A. M. COHRON & SON, INC. $ 409,857.52 104.9852%
3 1742 HERBST CONSTRUCTION, INC. $ 414,501.30 106.1747%
4 1809 CAPITAL CONTRACTORS, INC. $ 449,999.99 115.2677%
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 1774 COUNTIES : GAGE
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7034(16)
====================================================================================================================================
|(1) 0810 |(2) 0805 |(3) 1742
|ELK HORN CONSTRUCTION CO. |COHRON & SON, INC./A. M. |HERBST CONSTRUCTION, 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. 10+49.50
1-17.07 m & 2-12.8 m SPANS CONCRETE SLAB BRIDGE
| | |
0001 L001.01 2.000 ha | 1910.00000 3820.00| 1750.00000 3500.00| 1710.01000 3420.02
SEEDING, TYPE A | | |
0002 L006.00 2.000 ha | 150.00000 300.00| 125.00000 250.00| 123.50000 247.00
COVER CROP SEEDING | | |
0003 L032.75 10.000 Mg | 95.00000 950.00| 80.00000 800.00| 75.00000 750.00
MULCH | | |
0004 0001.10 2628.000 BDAY| 1.25000 3285.00| 1.50000 3942.00| 1.55000 4073.40
BARRICADE, TYPE III | | |
0005 0001.30 438.000 LDAY| 4.00000 1752.00| 4.25000 1861.50| 1.50000 657.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0006 0001.90 2044.000 EACH| 0.75000 1533.00| 1.28000 2616.32| 0.50000 1022.00
SIGN DAY | | |
0007 0030.60 LUMP| 40000.00000 40000.00| 28000.00000 28000.00| 33000.00000 33000.00
MOBILIZATION | | |
0008 1009.00 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 7000.00000 7000.00
GENERAL CLEARING AND GRUBBING | | |
0009 1011.00 119.000 kL | 3.80000 452.20| 8.00000 952.00| 8.00000 952.00
WATER | | |
0010 1030.00 6775.000 m3 | 4.91000 33265.25| 5.95000 40311.25| 6.50000 44037.50
EARTHWORK MEASURED IN EMBANKMENT | | |
0011 1043.50 973.000 m2 | 1.64000 1595.72| 2.50000 2432.50| 2.06000 2004.38
RIPRAP FILTER FABRIC | | |
0012 1300.24 9.000 m | 53.48000 481.32| 72.00000 648.00| 72.00000 648.00
600 mm DRIVEWAY CULVERT PIPE | | |
0013 2009.51 4.068 StaM| 400.00000 1627.20| 400.00000 1627.20| 400.00000 1627.20
CRUSHED ROCK EMBEDMENT | | |
0014 2010.03 360.000 Mg | 18.50000 6660.00| 18.50000 6660.00| 20.00000 7200.00
CRUSHED ROCK SURFACE COURSE | | |
0015 4045.00 1.000 EACH| 4000.00000 4000.00| 800.00000 800.00| 3000.00000 3000.00
REMOVE STRUCTURE AT STA. 9+76 | | |
0016 4050.01 45.000 m3 | 10.00000 450.00| 10.20000 459.00| 11.00000 495.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0017 4300.48 28.300 m | 204.00000 5773.20| 199.00000 5631.70| 200.00000 5660.00
1200 mm CULVERT PIPE | | |
0018 4310.48 2.000 EACH| 575.00000 1150.00| 816.00000 1632.00| 820.00000 1640.00
1200 mm FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 1774 COUNTIES : GAGE
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7034(16)
====================================================================================================================================
|(1) 0810 |(2) 0805 |(3) 1742
|ELK HORN CONSTRUCTION CO. |COHRON & SON, INC./A. M. |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6000.10 50.000 LS | 4000.00000 4000.00| 3000.00000 3000.00| 4000.00000 4000.00
ABUTMENT NO.1 EXCAVATION | | |
0020 6000.11 50.000 LS | 4000.00000 4000.00| 3000.00000 3000.00| 4500.00000 4500.00
ABUTMENT NO.2 EXCAVATION | | |
0021 6010.22 108.700 m3 | 500.00000 54350.00| 380.00000 41306.00| 380.00000 41306.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0022 6010.26 224.300 m3 | 450.00000 100935.00| 425.00000 95327.50| 400.00000 89720.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0023 6020.00 27500.000 kg | 0.98000 26950.00| 1.45000 39875.00| 1.30000 35750.00
REINFORCING STEEL FOR BRIDGE | | |
0024 6040.00 1.000 EACH| 12000.00000 12000.00| 12000.00000 12000.00| 20000.00000 20000.00
REMOVE STRUCTURE AT STA. 10+48.75 | | |
0025 6080.00 635.000 kg | 4.00000 2540.00| 3.00000 1905.00| 5.00000 3175.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0026 6105.02 947.000 Mg | 23.55000 22301.85| 35.50000 33618.50| 32.00000 30304.00
ROCK RIPRAP, TYPE B | | |
0027 6210.12 127.400 m | 60.00000 7644.00| 73.00000 9300.20| 70.00000 8918.00
HP 250 mm X 62 kg STEEL PILING | | |
0028 6251.40 21.000 m | 700.00000 14700.00| 761.00000 15981.00| 950.00000 19950.00
ROCK SOCKET | | |
0029 6251.50 30.100 m | 750.00000 22575.00| 1260.00000 37926.00| 1000.00000 30100.00
DRILLED SHAFT | | |
0030 7011.20 38.100 m | 57.26000 2181.61| 58.50000 2228.85| 58.00000 2209.80
W-BEAM GUARDRAIL | | |
0031 7020.00 4.000 EACH| 1048.50000 4194.00| 1069.50000 4278.00| 1050.00000 4200.00
BRIDGE APPROACH SECTIONS | | |
0032 7021.45 3.000 EACH| 848.00000 2544.00| 865.00000 2595.00| 850.00000 2550.00
BREAKAWAY CABLE TERMINAL | | |
0033 7022.00 1.000 EACH| 385.00000 385.00| 393.00000 393.00| 385.00000 385.00
END ANCHORAGE ASSEMBLY | | |
SECTION TOTALS | $ 390,395.35| $ 409,857.52| $ 414,501.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 390,395.35| $ 409,857.52| $ 414,501.30
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 1774 COUNTIES : GAGE
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7034(16)
====================================================================================================================================
|(4) 1809 | |
|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. 10+49.50
1-17.07 m & 2-12.8 m SPANS CONCRETE SLAB BRIDGE
| | |
0001 L001.01 2.000 ha | 1710.01000 3420.02| |
SEEDING, TYPE A | | |
0002 L006.00 2.000 ha | 123.50000 247.00| |
COVER CROP SEEDING | | |
0003 L032.75 10.000 Mg | 75.00000 750.00| |
MULCH | | |
0004 0001.10 2628.000 BDAY| 1.50000 3942.00| |
BARRICADE, TYPE III | | |
0005 0001.30 438.000 LDAY| 1.00000 438.00| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0006 0001.90 2044.000 EACH| 0.45000 919.80| |
SIGN DAY | | |
0007 0030.60 LUMP| 37800.00000 37800.00| |
MOBILIZATION | | |
0008 1009.00 LUMP| 4500.00000 4500.00| |
GENERAL CLEARING AND GRUBBING | | |
0009 1011.00 119.000 kL | 8.00000 952.00| |
WATER | | |
0010 1030.00 6775.000 m3 | 5.84000 39566.00| |
EARTHWORK MEASURED IN EMBANKMENT | | |
0011 1043.50 973.000 m2 | 2.50000 2432.50| |
RIPRAP FILTER FABRIC | | |
0012 1300.24 9.000 m | 70.00000 630.00| |
600 mm DRIVEWAY CULVERT PIPE | | |
0013 2009.51 4.068 StaM| 390.00000 1586.52| |
CRUSHED ROCK EMBEDMENT | | |
0014 2010.03 360.000 Mg | 18.28000 6580.80| |
CRUSHED ROCK SURFACE COURSE | | |
0015 4045.00 1.000 EACH| 750.00000 750.00| |
REMOVE STRUCTURE AT STA. 9+76 | | |
0016 4050.01 45.000 m3 | 10.00000 450.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0017 4300.48 28.300 m | 195.00000 5518.50| |
1200 mm CULVERT PIPE | | |
0018 4310.48 2.000 EACH| 800.00000 1600.00| |
1200 mm FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 1774 COUNTIES : GAGE
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7034(16)
====================================================================================================================================
|(4) 1809 | |
|CAPITAL CONTRACTORS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6000.10 50.000 LS | 14000.00000 14000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0020 6000.11 50.000 LS | 14000.00000 14000.00| |
ABUTMENT NO.2 EXCAVATION | | |
0021 6010.22 108.700 m3 | 485.00000 52719.50| |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0022 6010.26 224.300 m3 | 475.00000 106542.50| |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0023 6020.00 27500.000 kg | 1.20000 33000.00| |
REINFORCING STEEL FOR BRIDGE | | |
0024 6040.00 1.000 EACH| 13217.24000 13217.24| |
REMOVE STRUCTURE AT STA. 10+48.75 | | |
0025 6080.00 635.000 kg | 5.00000 3175.00| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0026 6105.02 947.000 Mg | 45.00000 42615.00| |
ROCK RIPRAP, TYPE B | | |
0027 6210.12 127.400 m | 70.00000 8918.00| |
HP 250 mm X 62 kg STEEL PILING | | |
0028 6251.40 21.000 m | 850.00000 17850.00| |
ROCK SOCKET | | |
0029 6251.50 30.100 m | 750.00000 22575.00| |
DRILLED SHAFT | | |
0030 7011.20 38.100 m | 57.26000 2181.61| |
W-BEAM GUARDRAIL | | |
0031 7020.00 4.000 EACH| 1048.50000 4194.00| |
BRIDGE APPROACH SECTIONS | | |
0032 7021.45 3.000 EACH| 848.00000 2544.00| |
BREAKAWAY CABLE TERMINAL | | |
0033 7022.00 1.000 EACH| 385.00000 385.00| |
END ANCHORAGE ASSEMBLY | | |
SECTION TOTALS | $ 449,999.99| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 449,999.99| |
====================================================================================================================================