|
Contract Letting December 06, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F02 CONTRACT ID : 1669 COUNTIES : SEWARD
LETTING DATE : 12/06/01 DISTRICT : 1
PROJECT(S) : BRO-7080(22)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD SOUTH OF STAPLEHURST.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
1742 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
1742 THIS LETTING IS LIMITED TO ONE.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0462 L. J. WEBB CONTRACTOR, INC. $ 406,932.53 100.0000%
2 0810 ELK HORN CONSTRUCTION CO. $ 413,317.03 101.5689%
3 1742 HERBST CONSTRUCTION, INC. $ 451,373.82 110.9210%
4 0805 A. M. COHRON & SON, INC. $ 458,495.03 112.6710%
5 0774 DIXON CONSTRUCTION CO. $ 478,483.92 117.5831%
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1669 COUNTIES : SEWARD
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7080(22)
====================================================================================================================================
|(1) 0462 |(2) 0810 |(3) 1742
|WEBB CONTRACTOR, INC./L. J. |ELK HORN CONSTRUCTION CO. |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 9.000 ACRE| 200.00000 1800.00| 200.00000 1800.00| 80.00000 720.00
COVER CROP SEEDING | | |
0002 0030.10 LUMP| 4750.00000 4750.00| 4750.00000 4750.00| 8500.00000 8500.00
MOBILIZATION | | |
0003 1000.00 15.000 EACH| 60.00000 900.00| 60.00000 900.00| 60.00000 900.00
LARGE TREE REMOVAL | | |
0004 1009.00 LUMP| 2300.00000 2300.00| 2300.00000 2300.00| 2300.00000 2300.00
GENERAL CLEARING AND GRUBBING | | |
0005 1010.01 28342.000 CY | 1.34000 37978.28| 1.34000 37978.28| 1.34000 37978.28
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1011.00 105.000 MGAL| 10.00000 1050.00| 10.00000 1050.00| 10.00000 1050.00
WATER | | |
0007 1102.00 72.000 SY | 3.20000 230.40| 3.20000 230.40| 3.20000 230.40
REMOVE ASPHALT SURFACE | | |
0008 1300.48 294.000 LF | 30.65000 9011.10| 30.65000 9011.10| 30.65000 9011.10
48" DRIVEWAY CULVERT PIPE | | |
0009 1305.30 36.000 LF | 15.65000 563.40| 15.65000 563.40| 15.65000 563.40
30" ROUND EQUIVALENT DRIVEWAY CULVERT | | |
PIPE | | |
0010 1305.48 204.000 LF | 31.65000 6456.60| 31.65000 6456.60| 31.65000 6456.60
48" ROUND EQUIVALENT DRIVEWAY CULVERT | | |
PIPE | | |
SECTION TOTALS | $ 65,039.78| $ 65,039.78| $ 67,709.78
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0011 0030.40 LUMP| 1200.00000 1200.00| 6500.00000 6500.00| 5800.00000 5800.00
MOBILIZATION | | |
0012 4040.00 2.000 EACH| 125.00000 250.00| 100.00000 200.00| 98.00000 196.00
REMOVE HEADWALLS FROM CULVERTS | | |
0013 4043.00 222.000 LF | 3.50000 777.00| 15.00000 3330.00| 1.50000 333.00
REMOVE CULVERT PIPE | | |
0014 4050.01 1143.000 CY | 10.00000 11430.00| 17.00000 19431.00| 5.50000 6286.50
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0015 4100.06 10.600 CY | 660.00000 6996.00| 700.00000 7420.00| 500.00000 5300.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1669 COUNTIES : SEWARD
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7080(22)
====================================================================================================================================
|(1) 0462 |(2) 0810 |(3) 1742
|WEBB CONTRACTOR, INC./L. J. |ELK HORN CONSTRUCTION CO. |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0016 4150.00 1100.000 LB | 1.00000 1100.00| 1.00000 1100.00| 1.00000 1100.00
REINFORCING STEEL FOR HEADWALL | | |
0017 4200.36 3.000 EACH| 1300.00000 3900.00| 2200.00000 6600.00| 2035.00000 6105.00
36" AUTOMATIC FLOOD CONTROL GATE | | |
0018 4200.48 3.000 EACH| 2800.00000 8400.00| 5100.00000 15300.00| 4642.00000 13926.00
48" AUTOMATIC FLOOD CONTROL GATE | | |
0019 4300.30 104.000 LF | 22.50000 2340.00| 32.50000 3380.00| 24.16000 2512.64
30" CULVERT PIPE | | |
0020 4300.36 208.000 LF | 28.00000 5824.00| 35.75000 7436.00| 31.70000 6593.60
36" CULVERT PIPE | | |
0021 4300.42 42.000 LF | 38.00000 1596.00| 45.25000 1900.50| 42.16000 1770.72
42" CULVERT PIPE | | |
0022 4300.48 274.000 LF | 42.00000 11508.00| 49.90000 13672.60| 50.60000 13864.40
48" CULVERT PIPE | | |
0023 4305.36 76.000 LF | 29.50000 2242.00| 36.65000 2785.40| 33.14000 2518.64
36" ROUND EQUIVALENT CULVERT PIPE | | |
0024 4310.30 4.000 EACH| 260.00000 1040.00| 250.00000 1000.00| 184.18000 736.72
30" FLARED-END SECTION | | |
0025 4310.36 2.000 EACH| 370.00000 740.00| 350.00000 700.00| 259.16000 518.32
36" FLARED-END SECTION | | |
0026 4310.42 2.000 EACH| 700.00000 1400.00| 650.00000 1300.00| 506.00000 1012.00
42" FLARED-END SECTION | | |
0027 4310.48 4.000 EACH| 780.00000 3120.00| 800.00000 3200.00| 561.20000 2244.80
48" FLARED-END SECTION | | |
0028 4320.36 4.000 EACH| 350.00000 1400.00| 375.00000 1500.00| 311.60000 1246.40
36" ROUND EQUIVALENT FLARED-END SECTION | | |
SECTION TOTALS | $ 65,263.00| $ 96,755.50| $ 72,064.74
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 41+60
2-27' & 1-36' SPANS, CONCRETE SLAB BRIDGE-CONTINUOUS
| | |
0029 0030.60 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 22750.00000 22750.00
MOBILIZATION | | |
0030 1043.50 1746.000 SY | 2.00000 3492.00| 2.00000 3492.00| 2.30000 4015.80
RIPRAP FILTER FABRIC | | |
0031 6000.10 74.000 LS | 2000.00000 2000.00| 4000.00000 4000.00| 3000.00000 3000.00
ABUTMENT NO.1 EXCAVATION | | |
0032 6000.11 74.000 LS | 2000.00000 2000.00| 4000.00000 4000.00| 4000.00000 4000.00
ABUTMENT NO.2 EXCAVATION | | |
0033 6001.50 20.000 LS | 8000.00000 8000.00| 6000.00000 6000.00| 11000.00000 11000.00
BENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1669 COUNTIES : SEWARD
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7080(22)
====================================================================================================================================
|(1) 0462 |(2) 0810 |(3) 1742
|WEBB CONTRACTOR, INC./L. J. |ELK HORN CONSTRUCTION CO. |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 6001.51 20.000 LS | 8000.00000 8000.00| 6000.00000 6000.00| 11000.00000 11000.00
BENT NO.2 EXCAVATION | | |
0035 6010.22 222.100 CY | 280.00000 62188.00| 275.00000 61077.50| 350.00000 77735.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0036 6010.26 142.800 CY | 300.00000 42840.00| 275.00000 39270.00| 380.00000 54264.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0037 6020.00 40385.000 LB | 0.55000 22211.75| 0.45000 18173.25| 0.60000 24231.00
REINFORCING STEEL FOR BRIDGE | | |
0038 6040.00 1.000 EACH| 7000.00000 7000.00| 12000.00000 12000.00| 15000.00000 15000.00
REMOVE STRUCTURE AT STA. 41+59 | | |
0039 6080.00 2190.000 LB | 3.00000 6570.00| 2.00000 4380.00| 3.00000 6570.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0040 6105.02 1319.000 TON | 32.00000 42208.00| 25.00000 32975.00| 29.00000 38251.00
ROCK RIPRAP, TYPE B | | |
0041 6210.12 1280.000 LF | 24.00000 30720.00| 17.00000 21760.00| 19.00000 24320.00
HP 10"X42# STEEL PILING | | |
SECTION TOTALS | $ 257,229.75| $ 238,127.75| $ 296,136.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
0042 0030.70 LUMP| 750.00000 750.00| 710.00000 710.00| 400.00000 400.00
MOBILIZATION | | |
0043 7020.00 4.000 EACH| 1600.00000 6400.00| 1041.00000 4164.00| 1200.00000 4800.00
BRIDGE APPROACH SECTIONS | | |
0044 7021.45 4.000 EACH| 1600.00000 6400.00| 855.00000 3420.00| 1200.00000 4800.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 13,550.00| $ 8,294.00| $ 10,000.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0045 0001.10 1750.000 BDAY| 1.30000 2275.00| 1.30000 2275.00| 1.75000 3062.50
BARRICADE, TYPE III | | |
0046 0001.30 250.000 LDAY| 0.90000 225.00| 0.90000 225.00| 1.00000 250.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0047 0001.90 1500.000 EACH| 0.40000 600.00| 0.40000 600.00| 0.50000 750.00
SIGN DAY | | |
0048 0010.04 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1000.00000 1000.00
FIELD OFFICE | | |
0049 0030.00 LUMP| 1250.00000 1250.00| 500.00000 500.00| 400.00000 400.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1669 COUNTIES : SEWARD
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7080(22)
====================================================================================================================================
|(1) 0462 |(2) 0810 |(3) 1742
|WEBB CONTRACTOR, INC./L. J. |ELK HORN CONSTRUCTION CO. |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 5,850.00| $ 5,100.00| $ 5,462.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 406,932.53| $ 413,317.03| $ 451,373.82
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1669 COUNTIES : SEWARD
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7080(22)
====================================================================================================================================
|(4) 0805 |(5) 0774 |
|COHRON & SON, INC./A. M. |DIXON CONSTRUCTION CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 9.000 ACRE| 80.00000 720.00| 200.00000 1800.00|
COVER CROP SEEDING | | |
0002 0030.10 LUMP| 7250.00000 7250.00| 10000.00000 10000.00|
MOBILIZATION | | |
0003 1000.00 15.000 EACH| 60.00000 900.00| 60.00000 900.00|
LARGE TREE REMOVAL | | |
0004 1009.00 LUMP| 2300.00000 2300.00| 5000.00000 5000.00|
GENERAL CLEARING AND GRUBBING | | |
0005 1010.01 28342.000 CY | 1.34000 37978.28| 1.50000 42513.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1011.00 105.000 MGAL| 10.00000 1050.00| 10.00000 1050.00|
WATER | | |
0007 1102.00 72.000 SY | 3.20000 230.40| 5.00000 360.00|
REMOVE ASPHALT SURFACE | | |
0008 1300.48 294.000 LF | 30.65000 9011.10| 30.65000 9011.10|
48" DRIVEWAY CULVERT PIPE | | |
0009 1305.30 36.000 LF | 15.65000 563.40| 15.65000 563.40|
30" ROUND EQUIVALENT DRIVEWAY CULVERT | | |
PIPE | | |
0010 1305.48 204.000 LF | 31.65000 6456.60| 31.65000 6456.60|
48" ROUND EQUIVALENT DRIVEWAY CULVERT | | |
PIPE | | |
SECTION TOTALS | $ 66,459.78| $ 77,654.10|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0011 0030.40 LUMP| 6500.00000 6500.00| 10000.00000 10000.00|
MOBILIZATION | | |
0012 4040.00 2.000 EACH| 100.00000 200.00| 500.00000 1000.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0013 4043.00 222.000 LF | 15.00000 3330.00| 11.74000 2606.28|
REMOVE CULVERT PIPE | | |
0014 4050.01 1143.000 CY | 17.00000 19431.00| 10.26000 11727.18|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0015 4100.06 10.600 CY | 700.00000 7420.00| 457.00000 4844.20|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1669 COUNTIES : SEWARD
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7080(22)
====================================================================================================================================
|(4) 0805 |(5) 0774 |
|COHRON & SON, INC./A. M. |DIXON CONSTRUCTION CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0016 4150.00 1100.000 LB | 1.00000 1100.00| 1.21000 1331.00|
REINFORCING STEEL FOR HEADWALL | | |
0017 4200.36 3.000 EACH| 2200.00000 6600.00| 2912.00000 8736.00|
36" AUTOMATIC FLOOD CONTROL GATE | | |
0018 4200.48 3.000 EACH| 5100.00000 15300.00| 6170.00000 18510.00|
48" AUTOMATIC FLOOD CONTROL GATE | | |
0019 4300.30 104.000 LF | 32.50000 3380.00| 28.44000 2957.76|
30" CULVERT PIPE | | |
0020 4300.36 208.000 LF | 35.75000 7436.00| 35.63000 7411.04|
36" CULVERT PIPE | | |
0021 4300.42 42.000 LF | 45.25000 1900.50| 45.76000 1921.92|
42" CULVERT PIPE | | |
0022 4300.48 274.000 LF | 49.90000 13672.60| 55.87000 15308.38|
48" CULVERT PIPE | | |
0023 4305.36 76.000 LF | 36.65000 2785.40| 38.81000 2949.56|
36" ROUND EQUIVALENT CULVERT PIPE | | |
0024 4310.30 4.000 EACH| 250.00000 1000.00| 327.00000 1308.00|
30" FLARED-END SECTION | | |
0025 4310.36 2.000 EACH| 350.00000 700.00| 436.00000 872.00|
36" FLARED-END SECTION | | |
0026 4310.42 2.000 EACH| 650.00000 1300.00| 705.00000 1410.00|
42" FLARED-END SECTION | | |
0027 4310.48 4.000 EACH| 800.00000 3200.00| 751.00000 3004.00|
48" FLARED-END SECTION | | |
0028 4320.36 4.000 EACH| 375.00000 1500.00| 436.00000 1744.00|
36" ROUND EQUIVALENT FLARED-END SECTION | | |
SECTION TOTALS | $ 96,755.50| $ 97,641.32|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 41+60
2-27' & 1-36' SPANS, CONCRETE SLAB BRIDGE-CONTINUOUS
| | |
0029 0030.60 LUMP| 30000.00000 30000.00| 40000.00000 40000.00|
MOBILIZATION | | |
0030 1043.50 1746.000 SY | 2.50000 4365.00| 2.00000 3492.00|
RIPRAP FILTER FABRIC | | |
0031 6000.10 74.000 LS | 3000.00000 3000.00| 5000.00000 5000.00|
ABUTMENT NO.1 EXCAVATION | | |
0032 6000.11 74.000 LS | 3000.00000 3000.00| 5000.00000 5000.00|
ABUTMENT NO.2 EXCAVATION | | |
0033 6001.50 20.000 LS | 8000.00000 8000.00| 7500.00000 7500.00|
BENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1669 COUNTIES : SEWARD
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7080(22)
====================================================================================================================================
|(4) 0805 |(5) 0774 |
|COHRON & SON, INC./A. M. |DIXON CONSTRUCTION CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 6001.51 20.000 LS | 8000.00000 8000.00| 7500.00000 7500.00|
BENT NO.2 EXCAVATION | | |
0035 6010.22 222.100 CY | 340.00000 75514.00| 350.00000 77735.00|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0036 6010.26 142.800 CY | 340.00000 48552.00| 300.00000 42840.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0037 6020.00 40385.000 LB | 0.45000 18173.25| 0.50000 20192.50|
REINFORCING STEEL FOR BRIDGE | | |
0038 6040.00 1.000 EACH| 12000.00000 12000.00| 20000.00000 20000.00|
REMOVE STRUCTURE AT STA. 41+59 | | |
0039 6080.00 2190.000 LB | 2.50000 5475.00| 3.00000 6570.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0040 6105.02 1319.000 TON | 31.00000 40889.00| 25.00000 32975.00|
ROCK RIPRAP, TYPE B | | |
0041 6210.12 1280.000 LF | 18.00000 23040.00| 15.00000 19200.00|
HP 10"X42# STEEL PILING | | |
SECTION TOTALS | $ 280,008.25| $ 288,004.50|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
0042 0030.70 LUMP| 800.00000 800.00| 2000.00000 2000.00|
MOBILIZATION | | |
0043 7020.00 4.000 EACH| 1041.00000 4164.00| 1041.00000 4164.00|
BRIDGE APPROACH SECTIONS | | |
0044 7021.45 4.000 EACH| 855.00000 3420.00| 855.00000 3420.00|
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 8,384.00| $ 9,584.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0045 0001.10 1750.000 BDAY| 1.50000 2625.00| 1.30000 2275.00|
BARRICADE, TYPE III | | |
0046 0001.30 250.000 LDAY| 1.15000 287.50| 0.90000 225.00|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0047 0001.90 1500.000 EACH| 0.65000 975.00| 0.40000 600.00|
SIGN DAY | | |
0048 0010.04 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00|
FIELD OFFICE | | |
0049 0030.00 LUMP| 1500.00000 1500.00| 1000.00000 1000.00|
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1669 COUNTIES : SEWARD
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7080(22)
====================================================================================================================================
|(4) 0805 |(5) 0774 |
|COHRON & SON, INC./A. M. |DIXON CONSTRUCTION CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 6,887.50| $ 5,600.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 458,495.03| $ 478,483.92|
====================================================================================================================================