|
Contract Letting April 18, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F09 CONTRACT ID : 3807 COUNTIES : KNOX
LETTING DATE : 04/18/02 DISTRICT : 3
PROJECT(S) : BRO-7054(11)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD NORTH OF BLOOMFIELD.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0774 DIXON CONSTRUCTION CO. $ 187,352.34 100.0000%
2 2283 PERRETT CONSTRUCTION LTD. $ 219,460.50 117.1378%
3 0810 ELK HORN CONSTRUCTION CO. $ 221,553.00 118.2547%
4 0880 CHRISTENSEN BROS., INC. $ 233,665.80 124.7199%
5 1742 HERBST CONSTRUCTION, INC. $ 271,225.00 144.7673%
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 3807 COUNTIES : KNOX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7054(11)
====================================================================================================================================
|(1) 0774 |(2) 2283 |(3) 0810
|DIXON CONSTRUCTION CO. |PERRETT CONSTRUCTION LTD. |ELK HORN 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. 14+62
1-32' & 2-24' CONTINUOUS SLAB BRIDGE
| | |
0001 0001.10 1332.000 BDAY| 1.00000 1332.00| 2.00000 2664.00| 1.00000 1332.00
BARRICADE, TYPE III | | |
0002 0001.30 222.000 LDAY| 2.00000 444.00| 2.25000 499.50| 2.00000 444.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0003 0001.90 2220.000 EACH| 0.30000 666.00| 0.50000 1110.00| 0.30000 666.00
SIGN DAY | | |
0004 0030.60 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 25000.00000 25000.00
MOBILIZATION | | |
0005 1010.01 1606.000 CY | 3.00000 4818.00| 6.00000 9636.00| 3.00000 4818.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 4043.00 42.000 LF | 5.00000 210.00| 10.00000 420.00| 10.00000 420.00
REMOVE CULVERT PIPE | | |
0007 4050.01 42.000 CY | 5.00000 210.00| 12.00000 504.00| 10.00000 420.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0008 4305.48 42.000 LF | 55.02000 2310.84| 54.00000 2268.00| 60.00000 2520.00
48" ROUND EQUIVALENT CULVERT PIPE | | |
0009 4320.48 2.000 EACH| 746.85000 1493.70| 400.00000 800.00| 700.00000 1400.00
48" ROUND EQUIVALENT FLARED-END SECTION | | |
0010 6000.10 50.000 LS | 4000.00000 4000.00| 7500.00000 7500.00| 4000.00000 4000.00
ABUTMENT NO.1 EXCAVATION | | |
0011 6000.11 61.000 LS | 4000.00000 4000.00| 7500.00000 7500.00| 4000.00000 4000.00
ABUTMENT NO.2 EXCAVATION | | |
0012 6001.00 5.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 6000.00000 6000.00
BENT NO.1 EXCAVATION | | |
0013 6001.01 5.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 6000.00000 6000.00
BENT NO.2 EXCAVATION | | |
0014 6010.22 74.200 CY | 300.00000 22260.00| 425.00000 31535.00| 450.00000 33390.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0015 6010.26 121.200 CY | 280.00000 33936.00| 375.00000 45450.00| 450.00000 54540.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0016 6020.00 31270.000 LB | 0.50000 15635.00| 0.60000 18762.00| 0.50000 15635.00
REINFORCING STEEL FOR BRIDGE | | |
0017 6040.00 1.000 EACH| 20000.00000 20000.00| 5000.00000 5000.00| 15000.00000 15000.00
REMOVE STRUCTURE AT STA. 14+66 | | |
0018 6080.00 710.000 LB | 3.00000 2130.00| 6.00000 4260.00| 3.00000 2130.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 3807 COUNTIES : KNOX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7054(11)
====================================================================================================================================
|(1) 0774 |(2) 2283 |(3) 0810
|DIXON CONSTRUCTION CO. |PERRETT CONSTRUCTION LTD. |ELK HORN CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6105.01 344.000 TON | 27.20000 9356.80| 38.00000 13072.00| 27.00000 9288.00
ROCK RIPRAP, TYPE A | | |
0020 6200.00 1070.000 LF | 25.00000 26750.00| 24.00000 25680.00| 25.00000 26750.00
CONCRETE PILING | | |
0021 7020.00 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1100.00000 4400.00
BRIDGE APPROACH SECTIONS | | |
0022 7021.45 4.000 EACH| 850.00000 3400.00| 850.00000 3400.00| 850.00000 3400.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 187,352.34| $ 219,460.50| $ 221,553.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 187,352.34| $ 219,460.50| $ 221,553.00
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 3807 COUNTIES : KNOX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7054(11)
====================================================================================================================================
|(4) 0880 |(5) 1742 |
|CHRISTENSEN BROS., INC. |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. 14+62
1-32' & 2-24' CONTINUOUS SLAB BRIDGE
| | |
0001 0001.10 1332.000 BDAY| 1.20000 1598.40| 2.50000 3330.00|
BARRICADE, TYPE III | | |
0002 0001.30 222.000 LDAY| 2.20000 488.40| 2.75000 610.50|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0003 0001.90 2220.000 EACH| 0.35000 777.00| 1.00000 2220.00|
SIGN DAY | | |
0004 0030.60 LUMP| 22000.00000 22000.00| 26500.00000 26500.00|
MOBILIZATION | | |
0005 1010.01 1606.000 CY | 4.00000 6424.00| 10.00000 16060.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 4043.00 42.000 LF | 7.00000 294.00| 12.00000 504.00|
REMOVE CULVERT PIPE | | |
0007 4050.01 42.000 CY | 10.00000 420.00| 15.00000 630.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0008 4305.48 42.000 LF | 54.00000 2268.00| 65.00000 2730.00|
48" ROUND EQUIVALENT CULVERT PIPE | | |
0009 4320.48 2.000 EACH| 700.00000 1400.00| 1150.00000 2300.00|
48" ROUND EQUIVALENT FLARED-END SECTION | | |
0010 6000.10 50.000 LS | 8000.00000 8000.00| 6000.00000 6000.00|
ABUTMENT NO.1 EXCAVATION | | |
0011 6000.11 61.000 LS | 8000.00000 8000.00| 6000.00000 6000.00|
ABUTMENT NO.2 EXCAVATION | | |
0012 6001.00 5.000 LS | 100.00000 100.00| 5000.00000 5000.00|
BENT NO.1 EXCAVATION | | |
0013 6001.01 5.000 LS | 100.00000 100.00| 5000.00000 5000.00|
BENT NO.2 EXCAVATION | | |
0014 6010.22 74.200 CY | 455.00000 33761.00| 420.00000 31164.00|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0015 6010.26 121.200 CY | 420.00000 50904.00| 380.00000 46056.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0016 6020.00 31270.000 LB | 0.70000 21889.00| 0.65000 20325.50|
REINFORCING STEEL FOR BRIDGE | | |
0017 6040.00 1.000 EACH| 18000.00000 18000.00| 20000.00000 20000.00|
REMOVE STRUCTURE AT STA. 14+66 | | |
0018 6080.00 710.000 LB | 7.00000 4970.00| 6.50000 4615.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 3807 COUNTIES : KNOX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7054(11)
====================================================================================================================================
|(4) 0880 |(5) 1742 |
|CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6105.01 344.000 TON | 28.00000 9632.00| 40.00000 13760.00|
ROCK RIPRAP, TYPE A | | |
0020 6200.00 1070.000 LF | 32.00000 34240.00| 46.00000 49220.00|
CONCRETE PILING | | |
0021 7020.00 4.000 EACH| 1200.00000 4800.00| 1300.00000 5200.00|
BRIDGE APPROACH SECTIONS | | |
0022 7021.45 4.000 EACH| 900.00000 3600.00| 1000.00000 4000.00|
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 233,665.80| $ 271,225.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 233,665.80| $ 271,225.00|
====================================================================================================================================