|
Contract Letting April 18, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F10 CONTRACT ID : 3808 COUNTIES : KNOX
LETTING DATE : 04/18/02 DISTRICT : 3
PROJECT(S) : BRO-7054(12)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD SOUTHEAST OF NIOBRARA.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2283 PERRETT CONSTRUCTION LTD. $ 287,256.86 100.0000%
2 0810 ELK HORN CONSTRUCTION CO. $ 307,642.50 107.0966%
3 0774 DIXON CONSTRUCTION CO. $ 317,539.61 110.5420%
4 0880 CHRISTENSEN BROS., INC. $ 369,933.50 128.7814%
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 3808 COUNTIES : KNOX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7054(12)
====================================================================================================================================
|(1) 2283 |(2) 0810 |(3) 0774
|PERRETT CONSTRUCTION LTD. |ELK HORN CONSTRUCTION CO. |DIXON 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
1-34' & 2-25.5' CONTINUOUS SLAB BRIDGE
| | |
0001 L006.00 2.000 ACRE| 400.00000 800.00| 300.00000 600.00| 400.00000 800.00
COVER CROP SEEDING | | |
0002 0001.10 1332.000 BDAY| 2.00000 2664.00| 1.00000 1332.00| 1.00000 1332.00
BARRICADE, TYPE III | | |
0003 0001.30 222.000 LDAY| 2.25000 499.50| 2.00000 444.00| 2.00000 444.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 2220.000 EACH| 0.50000 1110.00| 0.35000 777.00| 0.35000 777.00
SIGN DAY | | |
0005 0030.60 LUMP| 35000.00000 35000.00| 31000.00000 31000.00| 50000.00000 50000.00
MOBILIZATION | | |
0006 1000.00 1.000 EACH| 180.00000 180.00| 125.00000 125.00| 180.00000 180.00
LARGE TREE REMOVAL | | |
0007 1009.00 LUMP| 4500.00000 4500.00| 1000.00000 1000.00| 4500.00000 4500.00
GENERAL CLEARING AND GRUBBING | | |
0008 1011.00 64.000 MGAL| 3.00000 192.00| 14.00000 896.00| 3.00000 192.00
WATER | | |
0009 1030.00 4578.000 CY | 3.00000 13734.00| 3.50000 16023.00| 3.00000 13734.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1300.24 40.000 LF | 14.00000 560.00| 18.00000 720.00| 14.00000 560.00
24" DRIVEWAY CULVERT PIPE | | |
0011 1300.36 32.000 LF | 20.00000 640.00| 25.00000 800.00| 20.00000 640.00
36" DRIVEWAY CULVERT PIPE | | |
0012 2009.51 8.128 STA | 120.00000 975.36| 125.00000 1016.00| 120.00000 975.36
CRUSHED ROCK EMBEDMENT | | |
0013 2010.00 188.000 CY | 34.00000 6392.00| 34.00000 6392.00| 33.75000 6345.00
CRUSHED ROCK SURFACE COURSE | | |
0014 4043.00 38.000 LF | 3.00000 114.00| 5.00000 190.00| 3.00000 114.00
REMOVE CULVERT PIPE | | |
0015 4050.01 77.000 CY | 10.00000 770.00| 10.00000 770.00| 10.00000 770.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0016 4300.24 58.000 LF | 16.00000 928.00| 20.00000 1160.00| 16.00000 928.00
24" CULVERT PIPE | | |
0017 4300.36 136.000 LF | 24.00000 3264.00| 30.00000 4080.00| 24.00000 3264.00
36" CULVERT PIPE | | |
0018 4310.24 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 200.00000 200.00
24" FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 3808 COUNTIES : KNOX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7054(12)
====================================================================================================================================
|(1) 2283 |(2) 0810 |(3) 0774
|PERRETT CONSTRUCTION LTD. |ELK HORN CONSTRUCTION CO. |DIXON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 4310.36 3.000 EACH| 300.00000 900.00| 400.00000 1200.00| 300.00000 900.00
36" FLARED-END SECTION | | |
0020 6000.10 84.000 LS | 5000.00000 5000.00| 4000.00000 4000.00| 5000.00000 5000.00
ABUTMENT NO.1 EXCAVATION | | |
0021 6000.11 84.000 LS | 5000.00000 5000.00| 4000.00000 4000.00| 5000.00000 5000.00
ABUTMENT NO.2 EXCAVATION | | |
0022 6001.00 14.000 LS | 10000.00000 10000.00| 6000.00000 6000.00| 7500.00000 7500.00
BENT NO.1 EXCAVATION | | |
0023 6001.01 14.000 LS | 10000.00000 10000.00| 6000.00000 6000.00| 7500.00000 7500.00
BENT NO.2 EXCAVATION | | |
0024 6010.22 203.300 CY | 285.00000 57940.50| 375.00000 76237.50| 300.00000 60990.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0025 6010.26 130.900 CY | 375.00000 49087.50| 400.00000 52360.00| 300.00000 39270.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0026 6020.00 37435.000 LB | 0.60000 22461.00| 0.50000 18717.50| 0.55000 20589.25
REINFORCING STEEL FOR BRIDGE | | |
0027 6040.00 1.000 EACH| 4500.00000 4500.00| 15000.00000 15000.00| 30000.00000 30000.00
REMOVE STRUCTURE AT STA. 14+70 | | |
0028 6080.00 1845.000 LB | 5.00000 9225.00| 2.50000 4612.50| 3.00000 5535.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0029 6210.14 780.000 LF | 24.00000 18720.00| 23.00000 17940.00| 15.00000 11700.00
HP 12"X53# STEEL PILING | | |
0030 6251.40 150.000 LF | 94.00000 14100.00| 175.00000 26250.00| 200.00000 30000.00
ROCK SOCKET | | |
0031 7020.00 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1100.00000 4400.00
BRIDGE APPROACH SECTIONS | | |
0032 7021.45 4.000 EACH| 850.00000 3400.00| 850.00000 3400.00| 850.00000 3400.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 287,256.86| $ 307,642.50| $ 317,539.61
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 287,256.86| $ 307,642.50| $ 317,539.61
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 3808 COUNTIES : KNOX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7054(12)
====================================================================================================================================
|(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. 14+62
1-34' & 2-25.5' CONTINUOUS SLAB BRIDGE
| | |
0001 L006.00 2.000 ACRE| 400.00000 800.00| |
COVER CROP SEEDING | | |
0002 0001.10 1332.000 BDAY| 1.50000 1998.00| |
BARRICADE, TYPE III | | |
0003 0001.30 222.000 LDAY| 2.30000 510.60| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 2220.000 EACH| 0.50000 1110.00| |
SIGN DAY | | |
0005 0030.60 LUMP| 35000.00000 35000.00| |
MOBILIZATION | | |
0006 1000.00 1.000 EACH| 190.00000 190.00| |
LARGE TREE REMOVAL | | |
0007 1009.00 LUMP| 4800.00000 4800.00| |
GENERAL CLEARING AND GRUBBING | | |
0008 1011.00 64.000 MGAL| 3.20000 204.80| |
WATER | | |
0009 1030.00 4578.000 CY | 3.20000 14649.60| |
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1300.24 40.000 LF | 15.00000 600.00| |
24" DRIVEWAY CULVERT PIPE | | |
0011 1300.36 32.000 LF | 21.00000 672.00| |
36" DRIVEWAY CULVERT PIPE | | |
0012 2009.51 8.128 STA | 125.00000 1016.00| |
CRUSHED ROCK EMBEDMENT | | |
0013 2010.00 188.000 CY | 35.00000 6580.00| |
CRUSHED ROCK SURFACE COURSE | | |
0014 4043.00 38.000 LF | 3.00000 114.00| |
REMOVE CULVERT PIPE | | |
0015 4050.01 77.000 CY | 10.00000 770.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0016 4300.24 58.000 LF | 18.00000 1044.00| |
24" CULVERT PIPE | | |
0017 4300.36 136.000 LF | 25.00000 3400.00| |
36" CULVERT PIPE | | |
0018 4310.24 1.000 EACH| 200.00000 200.00| |
24" FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F10 CONTRACT ID : 3808 COUNTIES : KNOX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7054(12)
====================================================================================================================================
|(4) 0880 | |
|CHRISTENSEN BROS., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 4310.36 3.000 EACH| 300.00000 900.00| |
36" FLARED-END SECTION | | |
0020 6000.10 84.000 LS | 5000.00000 5000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0021 6000.11 84.000 LS | 5000.00000 5000.00| |
ABUTMENT NO.2 EXCAVATION | | |
0022 6001.00 14.000 LS | 18000.00000 18000.00| |
BENT NO.1 EXCAVATION | | |
0023 6001.01 14.000 LS | 18000.00000 18000.00| |
BENT NO.2 EXCAVATION | | |
0024 6010.22 203.300 CY | 340.00000 69122.00| |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0025 6010.26 130.900 CY | 320.00000 41888.00| |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0026 6020.00 37435.000 LB | 0.70000 26204.50| |
REINFORCING STEEL FOR BRIDGE | | |
0027 6040.00 1.000 EACH| 14000.00000 14000.00| |
REMOVE STRUCTURE AT STA. 14+70 | | |
0028 6080.00 1845.000 LB | 4.00000 7380.00| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0029 6210.14 780.000 LF | 21.00000 16380.00| |
HP 12"X53# STEEL PILING | | |
0030 6251.40 150.000 LF | 440.00000 66000.00| |
ROCK SOCKET | | |
0031 7020.00 4.000 EACH| 1200.00000 4800.00| |
BRIDGE APPROACH SECTIONS | | |
0032 7021.45 4.000 EACH| 900.00000 3600.00| |
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 369,933.50| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 369,933.50| |
====================================================================================================================================