|
Contract Letting December 06, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
CONTRACT DESCRIPTION :
N-50, TECUMSEH SOUTH.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE
0137 ACCEPTED IN THIS LETTING IS LIMITED TO ONE.
1742 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE
1742 ACCEPTED IN THIS LETTING IS LIMITED TO ONE.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0810 ELK HORN CONSTRUCTION CO. $ 1,275,346.76 100.0000%
2 0880 CHRISTENSEN BROS., INC. $ 1,290,017.45 101.1503%
3 1742 HERBST CONSTRUCTION, INC. $ 1,300,740.50 101.9911%
4 0137 JUDDS BROS. CONSTRUCTION CO. $ 1,363,033.15 106.8754%
5 0774 DIXON CONSTRUCTION CO. $ 1,389,418.33 108.9443%
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(1) 0810 |(2) 0880 |(3) 1742
|ELK HORN CONSTRUCTION CO. |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 1 GRADING
| | |
0001 L006.50 2.500 ACRE| 3000.00000 7500.00| 2000.00000 5000.00| 1973.00000 4932.50
TEMPORARY SEEDING | | |
0002 L020.00 4650.000 SY | 1.60000 7440.00| 1.65000 7672.50| 1.60000 7440.00
EROSION CONTROL | | |
0003 L020.01 195.000 SY | 6.00000 1170.00| 8.50000 1657.50| 8.00000 1560.00
EROSION CONTROL, TYPE A | | |
0004 L020.09 78.000 SY | 12.00000 936.00| 15.20000 1185.60| 15.00000 1170.00
EROSION CONTROL, TYPE AAA | | |
0005 L021.01 24.000 BALE| 28.00000 672.00| 21.00000 504.00| 20.00000 480.00
EROSION CHECKS, TYPE A | | |
0006 L022.11 1011.000 LF | 2.75000 2780.25| 3.10000 3134.10| 3.00000 3033.00
FABRIC SILT FENCE-LOW POROSITY | | |
0007 L022.75 413.000 LF | 5.00000 2065.00| 7.20000 2973.60| 7.00000 2891.00
TEMPORARY SILT CHECK | | |
0008 0030.10 LUMP| 6300.00000 6300.00| 8000.00000 8000.00| 17300.00000 17300.00
MOBILIZATION | | |
0009 1000.00 4.000 EACH| 350.00000 1400.00| 160.00000 640.00| 350.00000 1400.00
LARGE TREE REMOVAL | | |
0010 1009.00 LUMP| 10800.00000 10800.00| 6500.00000 6500.00| 9800.00000 9800.00
GENERAL CLEARING AND GRUBBING | | |
0011 1010.01 6839.000 CY | 2.22000 15182.58| 2.10000 14361.90| 2.98000 20380.22
EXCAVATION (ESTABLISHED QUANTITY) | | |
0012 1011.00 41.400 MGAL| 16.00000 662.40| 11.00000 455.40| 6.00000 248.40
WATER | | |
0013 1012.00 12.000 EACH| 60.00000 720.00| 125.00000 1500.00| 70.00000 840.00
RIGHT-OF-WAY MARKERS | | |
0014 1030.00 8287.000 CY | 6.46000 53534.02| 1.65000 13673.55| 4.98000 41269.26
EARTHWORK MEASURED IN EMBANKMENT | | |
0015 1043.50 100.000 SY | 2.00000 200.00| 2.60000 260.00| 2.50000 250.00
RIPRAP FILTER FABRIC | | |
0016 1101.00 613.000 SY | 2.09000 1281.17| 6.00000 3678.00| 5.90000 3616.70
REMOVE PAVEMENT | | |
0017 1102.00 5942.000 SY | 2.11000 12537.62| 3.00000 17826.00| 3.00000 17826.00
REMOVE ASPHALT SURFACE | | |
0018 1300.24 44.000 LF | 18.00000 792.00| 16.00000 704.00| 19.00000 836.00
24" DRIVEWAY CULVERT PIPE | | |
0019 1300.36 92.000 LF | 25.00000 2300.00| 28.00000 2576.00| 26.00000 2392.00
36" DRIVEWAY CULVERT PIPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(1) 0810 |(2) 0880 |(3) 1742
|ELK HORN CONSTRUCTION CO. |CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 4050.01 510.000 CY | 8.50000 4335.00| 6.00000 3060.00| 5.80000 2958.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0021 4100.06 1.300 CY | 500.00000 650.00| 1000.00000 1300.00| 1000.00000 1300.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
0022 4150.00 212.000 LB | 1.00000 212.00| 2.00000 424.00| 2.00000 424.00
REINFORCING STEEL FOR HEADWALL | | |
0023 4350.54 66.000 LF | 75.00000 4950.00| 60.00000 3960.00| 55.00000 3630.00
54" CORRUGATED METAL PIPE | | |
0024 4350.72 800.000 LF | 88.00000 70400.00| 92.00000 73600.00| 72.00000 57600.00
72" CORRUGATED METAL PIPE | | |
0025 6105.02 82.000 TON | 24.00000 1968.00| 28.00000 2296.00| 27.75000 2275.50
ROCK RIPRAP, TYPE B | | |
0026 7017.00 725.000 LF | 2.50000 1812.50| 2.50000 1812.50| 1.00000 725.00
REMOVE GUARDRAIL | | |
0027 9110.01 10.000 HOUR| 120.00000 1200.00| 65.00000 650.00| 90.00000 900.00
RENTAL OF LOADER, FULLY OPERATED | | |
0028 9110.03 10.000 HOUR| 52.00000 520.00| 45.00000 450.00| 60.00000 600.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0029 9110.07 10.000 HOUR| 55.00000 550.00| 45.00000 450.00| 75.00000 750.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 214,870.54| $ 180,304.65| $ 208,827.58
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 39+81.63 ALT AA1
ONE 100'-0" SPAN PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0030 0030.60 LUMP| | | 30000.00000 30000.00
MOBILIZATION | | |
0031 1010.01 770.000 CY | | | 3.00000 2310.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0032 1043.50 492.000 SY | | | 2.25000 1107.00
RIPRAP FILTER FABRIC | | |
0033 3050.15 176.200 CY | | | 240.00000 42288.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0034 3051.10 18750.000 LB | | | 1.10000 20625.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0035 6000.10 95.000 LS | | | 4000.00000 4000.00
ABUTMENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(1) 0810 |(2) 0880 |(3) 1742
|ELK HORN CONSTRUCTION CO. |CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 6000.11 95.000 LS | | | 4500.00000 4500.00
ABUTMENT NO.2 EXCAVATION | | |
0037 6005.35 90.100 LF | | | 100.00000 9010.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0038 6005.78 5.000 EACH| | | 600.00000 3000.00
EXPANSION BEARING, TFE TYPE | | |
0039 6005.83 5.000 EACH| | | 300.00000 1500.00
FIXED BEARING | | |
0040 6010.22 88.900 CY | | | 350.00000 31115.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0041 6010.26 165.800 CY | | | 400.00000 66320.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0042 6011.11 89.500 LS | | | 83000.00000 83000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 39+81.63 | | |
0043 6040.00 1.000 EACH| | | 15000.00000 15000.00
REMOVE STRUCTURE AT STA. 39+81.63 | | |
0044 6095.00 4.000 EACH| | | 600.00000 2400.00
STEEL DIAPHRAGM | | |
0045 6104.00 215.000 TON | | | 16.00000 3440.00
BROKEN CONCRETE RIPRAP | | |
0046 6105.01 23.000 TON | | | 28.00000 644.00
ROCK RIPRAP, TYPE A | | |
0047 6105.02 195.000 TON | | | 26.00000 5070.00
ROCK RIPRAP, TYPE B | | |
0048 6131.50 31125.000 LB | | | 0.65000 20231.25
EPOXY COATED REINFORCING STEEL | | |
0049 6139.50 74.000 SY | | | 27.00000 1998.00
SUBSURFACE DRAINAGE MATTING | | |
0050 6210.12 925.000 LF | | | 19.00000 17575.00
HP 10"X42# STEEL PILING | | |
0051 6210.14 875.000 LF | | | 19.00000 16625.00
HP 12"X53# STEEL PILING | | |
0052 6310.00 3047.500 SF | | | 12.00000 36570.00
STEEL SHEET PILING | | |
0053 8091.00 170.000 CY | | | 27.50000 4675.00
GRANULAR BACKFILL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(1) 0810 |(2) 0880 |(3) 1742
|ELK HORN CONSTRUCTION CO. |CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ | $ | $ 423,003.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6A BRIDGE AT STA. 39+81.63 ALT AA2
ONE 100'-0" SPAN ROLLED BEAM STEEL GIRDER BRIDGE
| | |
0054 0030.60 LUMP| 39000.00000 39000.00| 40000.00000 40000.00|
MOBILIZATION | | |
0055 1010.01 770.000 CY | 2.50000 1925.00| 5.00000 3850.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0056 1043.50 512.000 SY | 2.00000 1024.00| 2.00000 1024.00|
RIPRAP FILTER FABRIC | | |
0057 3050.15 176.700 CY | 180.00000 31806.00| 180.00000 31806.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0058 3051.10 18750.000 LB | 0.55000 10312.50| 0.50000 9375.00|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0059 6000.10 95.000 LS | 4000.00000 4000.00| 7000.00000 7000.00|
ABUTMENT NO.1 EXCAVATION | | |
0060 6000.11 95.000 LS | 4000.00000 4000.00| 7000.00000 7000.00|
ABUTMENT NO.2 EXCAVATION | | |
0061 6005.35 90.100 LF | 40.00000 3604.00| 80.00000 7208.00|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0062 6005.78 5.000 EACH| 600.00000 3000.00| 1200.00000 6000.00|
EXPANSION BEARING, TFE TYPE | | |
0063 6005.83 5.000 EACH| 700.00000 3500.00| 1200.00000 6000.00|
FIXED BEARING | | |
0064 6010.22 87.500 CY | 400.00000 35000.00| 320.00000 28000.00|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0065 6010.26 150.900 CY | 400.00000 60360.00| 280.00000 42252.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0066 6040.00 1.000 EACH| 15000.00000 15000.00| 28000.00000 28000.00|
REMOVE STRUCTURE AT STA. 39+81.63 | | |
0067 6071.12 170495.000 LS | 89000.00000 89000.00| 90000.00000 90000.00|
STEEL SUPERSTRUCTURE AT STA. 39+81.63 | | |
0068 6104.00 230.000 TON | 17.00000 3910.00| 15.00000 3450.00|
BROKEN CONCRETE RIPRAP | | |
0069 6105.01 20.000 TON | 25.00000 500.00| 30.00000 600.00|
ROCK RIPRAP, TYPE A | | |
0070 6105.02 180.000 TON | 25.00000 4500.00| 30.00000 5400.00|
ROCK RIPRAP, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(1) 0810 |(2) 0880 |(3) 1742
|ELK HORN CONSTRUCTION CO. |CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0071 6131.50 31015.000 LB | 0.55000 17058.25| 0.60000 18609.00|
EPOXY COATED REINFORCING STEEL | | |
0072 6139.50 75.000 SY | 40.00000 3000.00| 40.00000 3000.00|
SUBSURFACE DRAINAGE MATTING | | |
0073 6210.12 925.000 LF | 17.00000 15725.00| 18.00000 16650.00|
HP 10"X42# STEEL PILING | | |
0074 6210.14 875.000 LF | 19.00000 16625.00| 20.00000 17500.00|
HP 12"X53# STEEL PILING | | |
0075 6310.00 3047.600 SF | 11.50000 35047.40| 14.00000 42666.40|
STEEL SHEET PILING | | |
0076 6951.12 1140.000 EACH| 4.00000 4560.00| 2.00000 2280.00|
SHEAR CONNECTORS | | |
0077 8091.00 160.000 CY | 20.00000 3200.00| 30.00000 4800.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 405,657.15| $ 422,470.40| $
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6B BRIDGE AT STA. 72+52.30 ALT BB1
ONE 105'-0" SPAN PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0078 0030.60 LUMP| | | 30000.00000 30000.00
MOBILIZATION | | |
0079 1010.01 1470.000 CY | | | 3.00000 4410.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0080 1043.50 570.000 SY | | | 2.25000 1282.50
RIPRAP FILTER FABRIC | | |
0081 3050.15 176.700 CY | | | 240.00000 42408.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0082 3051.10 18690.000 LB | | | 1.10000 20559.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0083 6000.10 125.000 LS | | | 4000.00000 4000.00
ABUTMENT NO.1 EXCAVATION | | |
0084 6000.11 125.000 LS | | | 4500.00000 4500.00
ABUTMENT NO.2 EXCAVATION | | |
0085 6005.35 86.000 LF | | | 100.00000 8600.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0086 6005.78 5.000 EACH| | | 600.00000 3000.00
EXPANSION BEARING, TFE TYPE | | |
0087 6005.83 5.000 EACH| | | 300.00000 1500.00
FIXED BEARING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(1) 0810 |(2) 0880 |(3) 1742
|ELK HORN CONSTRUCTION CO. |CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0088 6010.22 87.500 CY | | | 350.00000 30625.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0089 6010.26 169.400 CY | | | 400.00000 67760.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0090 6011.11 102.100 LS | | | 83000.00000 83000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 72+52.30 | | |
0091 6040.00 1.000 EACH| | | 15000.00000 15000.00
REMOVE STRUCTURE AT STA. 72+56.23 | | |
0092 6095.00 4.000 EACH| | | 600.00000 2400.00
STEEL DIAPHRAGM | | |
0093 6104.00 153.000 TON | | | 16.00000 2448.00
BROKEN CONCRETE RIPRAP | | |
0094 6105.01 25.000 TON | | | 28.00000 700.00
ROCK RIPRAP, TYPE A | | |
0095 6105.02 290.000 TON | | | 26.00000 7540.00
ROCK RIPRAP, TYPE B | | |
0096 6131.50 31870.000 LB | | | 0.65000 20715.50
EPOXY COATED REINFORCING STEEL | | |
0097 6139.50 72.000 SY | | | 27.00000 1944.00
SUBSURFACE DRAINAGE MATTING | | |
0098 6210.12 750.000 LF | | | 19.00000 14250.00
HP 10"X42# STEEL PILING | | |
0099 6210.14 1100.000 LF | | | 19.00000 20900.00
HP 12"X53# STEEL PILING | | |
0100 6310.00 2974.600 SF | | | 12.00000 35695.20
STEEL SHEET PILING | | |
0101 8091.00 230.000 CY | | | 27.50000 6325.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | $ | $ 429,562.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6C BRIDGE AT STA. 72+52.30 ALT BB2
ONE 105'-0" SPAN ROLLED BEAM STEEL GIRDER BRIDGE
| | |
0102 0030.60 LUMP| 39000.00000 39000.00| 40000.00000 40000.00|
MOBILIZATION | | |
0103 1010.01 1470.000 CY | 2.50000 3675.00| 5.00000 7350.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0104 1043.50 570.000 SY | 2.00000 1140.00| 2.00000 1140.00|
RIPRAP FILTER FABRIC | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(1) 0810 |(2) 0880 |(3) 1742
|ELK HORN CONSTRUCTION CO. |CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0105 3050.15 176.700 CY | 180.00000 31806.00| 180.00000 31806.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0106 3051.10 18690.000 LB | 0.55000 10279.50| 0.50000 9345.00|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0107 6000.10 100.000 LS | 4000.00000 4000.00| 7000.00000 7000.00|
ABUTMENT NO.1 EXCAVATION | | |
0108 6000.11 100.000 LS | 4000.00000 4000.00| 7000.00000 7000.00|
ABUTMENT NO.2 EXCAVATION | | |
0109 6005.35 86.000 LF | 40.00000 3440.00| 80.00000 6880.00|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0110 6005.78 5.000 EACH| 600.00000 3000.00| 1000.00000 5000.00|
EXPANSION BEARING, TFE TYPE | | |
0111 6005.83 5.000 EACH| 700.00000 3500.00| 1000.00000 5000.00|
FIXED BEARING | | |
0112 6010.22 84.000 CY | 400.00000 33600.00| 320.00000 26880.00|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0113 6010.26 156.500 CY | 400.00000 62600.00| 280.00000 43820.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0114 6040.00 1.000 EACH| 15000.00000 15000.00| 30000.00000 30000.00|
REMOVE STRUCTURE AT STA. 72+56.23 | | |
0115 6071.12 198790.000 LS | 87000.00000 87000.00| 97000.00000 97000.00|
STEEL SUPERSTRUCTURE AT STA. 72+52.30 | | |
0116 6104.00 153.000 TON | 17.00000 2601.00| 15.00000 2295.00|
BROKEN CONCRETE RIPRAP | | |
0117 6105.01 25.000 TON | 25.00000 625.00| 30.00000 750.00|
ROCK RIPRAP, TYPE A | | |
0118 6105.02 290.000 TON | 25.00000 7250.00| 30.00000 8700.00|
ROCK RIPRAP, TYPE B | | |
0119 6131.50 31320.000 LB | 0.55000 17226.00| 0.60000 18792.00|
EPOXY COATED REINFORCING STEEL | | |
0120 6139.50 62.000 SY | 40.00000 2480.00| 40.00000 2480.00|
SUBSURFACE DRAINAGE MATTING | | |
0121 6210.12 750.000 LF | 17.00000 12750.00| 18.00000 13500.00|
HP 10"X42# STEEL PILING | | |
0122 6210.14 990.000 LF | 19.00000 18810.00| 20.00000 19800.00|
HP 12"X53# STEEL PILING | | |
0123 6310.00 2974.600 SF | 11.50000 34207.90| 14.00000 41644.40|
STEEL SHEET PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(1) 0810 |(2) 0880 |(3) 1742
|ELK HORN CONSTRUCTION CO. |CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0124 6951.12 960.000 EACH| 4.00000 3840.00| 2.00000 1920.00|
SHEAR CONNECTORS | | |
0125 8091.00 185.000 CY | 20.00000 3700.00| 30.00000 5550.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 405,530.40| $ 433,652.40| $
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7 GUARDRAIL
| | |
0126 0030.70 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 1400.00000 1400.00
MOBILIZATION | | |
0127 7011.20 287.500 LF | 15.00000 4312.50| 15.00000 4312.50| 13.00000 3737.50
W-BEAM GUARDRAIL | | |
0128 7020.00 8.000 EACH| 1600.00000 12800.00| 1650.00000 13200.00| 1100.00000 8800.00
BRIDGE APPROACH SECTIONS | | |
0129 7024.27 8.000 EACH| 1600.00000 12800.00| 1650.00000 13200.00| 1600.00000 12800.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 31,912.50| $ 32,712.50| $ 26,737.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 9 BITUMINOUS
| | |
0130 L001.01 2.500 ACRE| 3000.00000 7500.00| 800.00000 2000.00| 789.00000 1972.50
SEEDING, TYPE A | | |
0131 L032.75 5.600 TON | 80.00000 448.00| 75.00000 420.00| 70.00000 392.00
MULCH | | |
0132 0030.90 LUMP| 2066.00000 2066.00| 7000.00000 7000.00| 10000.00000 10000.00
MOBILIZATION | | |
0133 9005.25 2630.000 TON | 34.00000 89420.00| 31.00000 81530.00| 30.00000 78900.00
ASPHALTIC CONCRETE, TYPE SP1(0.5) | | |
0134 9021.01 142.020 TON | 135.74000 19277.79| 185.00000 26273.70| 180.00000 25563.60
PERFORMANCE GRADED BINDER (64-22) | | |
0135 9053.00 600.000 GAL | 1.72000 1032.00| 1.30000 780.00| 1.25000 750.00
TACK COAT | | |
0136 9111.00 29.000 MGAL| 10.00000 290.00| 26.00000 754.00| 7.53000 218.37
WATER | | |
0137 9170.00 44.120 STA | 65.00000 2867.80| 105.00000 4632.60| 100.00000 4412.00
EARTH SHOULDER CONSTRUCTION | | |
0138 9173.20 5942.000 SY | 1.79000 10636.18| 1.70000 10101.40| 1.65000 9804.30
SUBGRADE PREPARATION | | |
0139 9188.50 1250.000 SY | 25.39000 31737.50| 21.00000 26250.00| 20.00000 25000.00
SURFACING UNDER GUARDRAIL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(1) 0810 |(2) 0880 |(3) 1742
|ELK HORN CONSTRUCTION CO. |CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 165,275.27| $ 159,741.70| $ 157,012.77
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 10 GENERAL ITEMS
| | |
0140 0001.08 4950.000 BDAY| 0.50000 2475.00| 0.50000 2475.00| 0.50000 2475.00
BARRICADE, TYPE II | | |
0141 0001.10 2816.000 BDAY| 1.25000 3520.00| 1.30000 3660.80| 1.50000 4224.00
BARRICADE, TYPE III | | |
0142 0001.30 418.000 LDAY| 0.95000 397.10| 1.00000 418.00| 1.00000 418.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0143 0001.90 7964.000 EACH| 0.45000 3583.80| 0.50000 3982.00| 0.55000 4380.20
SIGN DAY | | |
0144 0002.30 2000.000 LF | 0.40000 800.00| 0.45000 900.00| 0.40000 800.00
PAVEMENT MARKING REMOVAL | | |
0145 0002.39 15500.000 LF | 0.95000 14725.00| 1.00000 15500.00| 1.00000 15500.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0146 0002.47 1000.000 LF | 0.80000 800.00| 0.90000 900.00| 1.00000 1000.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0147 0003.10 25.000 DAY | 180.00000 4500.00| 180.00000 4500.00| 200.00000 5000.00
FLAGGING | | |
0148 0010.04 1.000 EACH| 1500.00000 1500.00| 3000.00000 3000.00| 1000.00000 1000.00
FIELD OFFICE | | |
0149 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0150 0030.10 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 4000.00000 4000.00
MOBILIZATION | | |
0151 1017.50 LUMP| 16000.00000 16000.00| 23000.00000 23000.00| 16000.00000 16000.00
CONSTRUCTION STAKING AND SURVEYING | | |
SECTION TOTALS | $ 52,100.90| $ 61,135.80| $ 55,597.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,275,346.76| $ 1,290,017.45| $ 1,300,740.50
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(4) 0137 |(5) 0774 |
|JUDDS BROS. 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 1 GRADING
| | |
0001 L006.50 2.500 ACRE| 1973.00000 4932.50| 1973.00000 4932.50|
TEMPORARY SEEDING | | |
0002 L020.00 4650.000 SY | 1.60000 7440.00| 1.60000 7440.00|
EROSION CONTROL | | |
0003 L020.01 195.000 SY | 8.00000 1560.00| 8.00000 1560.00|
EROSION CONTROL, TYPE A | | |
0004 L020.09 78.000 SY | 15.00000 1170.00| 15.00000 1170.00|
EROSION CONTROL, TYPE AAA | | |
0005 L021.01 24.000 BALE| 20.00000 480.00| 20.00000 480.00|
EROSION CHECKS, TYPE A | | |
0006 L022.11 1011.000 LF | 3.00000 3033.00| 3.00000 3033.00|
FABRIC SILT FENCE-LOW POROSITY | | |
0007 L022.75 413.000 LF | 7.00000 2891.00| 7.00000 2891.00|
TEMPORARY SILT CHECK | | |
0008 0030.10 LUMP| 15000.00000 15000.00| 10800.00000 10800.00|
MOBILIZATION | | |
0009 1000.00 4.000 EACH| 350.00000 1400.00| 350.00000 1400.00|
LARGE TREE REMOVAL | | |
0010 1009.00 LUMP| 10800.00000 10800.00| 9800.00000 9800.00|
GENERAL CLEARING AND GRUBBING | | |
0011 1010.01 6839.000 CY | 2.25000 15387.75| 2.98000 20380.22|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0012 1011.00 41.400 MGAL| 16.00000 662.40| 6.00000 248.40|
WATER | | |
0013 1012.00 12.000 EACH| 70.00000 840.00| 70.00000 840.00|
RIGHT-OF-WAY MARKERS | | |
0014 1030.00 8287.000 CY | 6.50000 53865.50| 4.98000 41269.26|
EARTHWORK MEASURED IN EMBANKMENT | | |
0015 1043.50 100.000 SY | 2.50000 250.00| 2.50000 250.00|
RIPRAP FILTER FABRIC | | |
0016 1101.00 613.000 SY | 2.10000 1287.30| 5.90000 3616.70|
REMOVE PAVEMENT | | |
0017 1102.00 5942.000 SY | 2.20000 13072.40| 5.00000 29710.00|
REMOVE ASPHALT SURFACE | | |
0018 1300.24 44.000 LF | 20.00000 880.00| 19.00000 836.00|
24" DRIVEWAY CULVERT PIPE | | |
0019 1300.36 92.000 LF | 27.00000 2484.00| 26.00000 2392.00|
36" DRIVEWAY CULVERT PIPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(4) 0137 |(5) 0774 |
|JUDDS BROS. CONSTRUCTION CO.|DIXON CONSTRUCTION CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 4050.01 510.000 CY | 5.00000 2550.00| 5.80000 2958.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0021 4100.06 1.300 CY | 1000.00000 1300.00| 1000.00000 1300.00|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
0022 4150.00 212.000 LB | 2.00000 424.00| 2.00000 424.00|
REINFORCING STEEL FOR HEADWALL | | |
0023 4350.54 66.000 LF | 57.00000 3762.00| 55.00000 3630.00|
54" CORRUGATED METAL PIPE | | |
0024 4350.72 800.000 LF | 75.00000 60000.00| 72.00000 57600.00|
72" CORRUGATED METAL PIPE | | |
0025 6105.02 82.000 TON | 30.00000 2460.00| 30.00000 2460.00|
ROCK RIPRAP, TYPE B | | |
0026 7017.00 725.000 LF | 1.00000 725.00| 1.00000 725.00|
REMOVE GUARDRAIL | | |
0027 9110.01 10.000 HOUR| 120.00000 1200.00| 90.00000 900.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0028 9110.03 10.000 HOUR| 52.00000 520.00| 60.00000 600.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0029 9110.07 10.000 HOUR| 55.00000 550.00| 75.00000 750.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 210,926.85| $ 214,396.08|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 39+81.63 ALT AA1
ONE 100'-0" SPAN PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0030 0030.60 LUMP| | 50000.00000 50000.00|
MOBILIZATION | | |
0031 1010.01 770.000 CY | | 3.00000 2310.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0032 1043.50 492.000 SY | | 2.25000 1107.00|
RIPRAP FILTER FABRIC | | |
0033 3050.15 176.200 CY | | 240.00000 42288.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0034 3051.10 18750.000 LB | | 1.10000 20625.00|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0035 6000.10 95.000 LS | | 10000.00000 10000.00|
ABUTMENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(4) 0137 |(5) 0774 |
|JUDDS BROS. CONSTRUCTION CO.|DIXON CONSTRUCTION CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 6000.11 95.000 LS | | 10000.00000 10000.00|
ABUTMENT NO.2 EXCAVATION | | |
0037 6005.35 90.100 LF | | 100.00000 9010.00|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0038 6005.78 5.000 EACH| | 1000.00000 5000.00|
EXPANSION BEARING, TFE TYPE | | |
0039 6005.83 5.000 EACH| | 700.00000 3500.00|
FIXED BEARING | | |
0040 6010.22 88.900 CY | | 350.00000 31115.00|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0041 6010.26 165.800 CY | | 400.00000 66320.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0042 6011.11 89.500 LS | | 83000.00000 83000.00|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 39+81.63 | | |
0043 6040.00 1.000 EACH| | 25000.00000 25000.00|
REMOVE STRUCTURE AT STA. 39+81.63 | | |
0044 6095.00 4.000 EACH| | 600.00000 2400.00|
STEEL DIAPHRAGM | | |
0045 6104.00 215.000 TON | | 16.00000 3440.00|
BROKEN CONCRETE RIPRAP | | |
0046 6105.01 23.000 TON | | 28.00000 644.00|
ROCK RIPRAP, TYPE A | | |
0047 6105.02 195.000 TON | | 26.00000 5070.00|
ROCK RIPRAP, TYPE B | | |
0048 6131.50 31125.000 LB | | 0.65000 20231.25|
EPOXY COATED REINFORCING STEEL | | |
0049 6139.50 74.000 SY | | 27.00000 1998.00|
SUBSURFACE DRAINAGE MATTING | | |
0050 6210.12 925.000 LF | | 19.00000 17575.00|
HP 10"X42# STEEL PILING | | |
0051 6210.14 875.000 LF | | 19.00000 16625.00|
HP 12"X53# STEEL PILING | | |
0052 6310.00 3047.500 SF | | 12.00000 36570.00|
STEEL SHEET PILING | | |
0053 8091.00 170.000 CY | | 27.50000 4675.00|
GRANULAR BACKFILL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(4) 0137 |(5) 0774 |
|JUDDS BROS. CONSTRUCTION CO.|DIXON CONSTRUCTION CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ | $ 468,503.25|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6A BRIDGE AT STA. 39+81.63 ALT AA2
ONE 100'-0" SPAN ROLLED BEAM STEEL GIRDER BRIDGE
| | |
0054 0030.60 LUMP| 16500.00000 16500.00| |
MOBILIZATION | | |
0055 1010.01 770.000 CY | 14.00000 10780.00| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0056 1043.50 512.000 SY | 1.50000 768.00| |
RIPRAP FILTER FABRIC | | |
0057 3050.15 176.700 CY | 240.00000 42408.00| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0058 3051.10 18750.000 LB | 1.80000 33750.00| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0059 6000.10 95.000 LS | 5000.00000 5000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0060 6000.11 95.000 LS | 5000.00000 5000.00| |
ABUTMENT NO.2 EXCAVATION | | |
0061 6005.35 90.100 LF | 50.00000 4505.00| |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0062 6005.78 5.000 EACH| 700.00000 3500.00| |
EXPANSION BEARING, TFE TYPE | | |
0063 6005.83 5.000 EACH| 750.00000 3750.00| |
FIXED BEARING | | |
0064 6010.22 87.500 CY | 545.00000 47687.50| |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0065 6010.26 150.900 CY | 625.00000 94312.50| |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0066 6040.00 1.000 EACH| 6000.00000 6000.00| |
REMOVE STRUCTURE AT STA. 39+81.63 | | |
0067 6071.12 170495.000 LS | 82000.00000 82000.00| |
STEEL SUPERSTRUCTURE AT STA. 39+81.63 | | |
0068 6104.00 230.000 TON | 12.00000 2760.00| |
BROKEN CONCRETE RIPRAP | | |
0069 6105.01 20.000 TON | 40.00000 800.00| |
ROCK RIPRAP, TYPE A | | |
0070 6105.02 180.000 TON | 40.00000 7200.00| |
ROCK RIPRAP, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(4) 0137 |(5) 0774 |
|JUDDS BROS. CONSTRUCTION CO.|DIXON CONSTRUCTION CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0071 6131.50 31015.000 LB | 0.60000 18609.00| |
EPOXY COATED REINFORCING STEEL | | |
0072 6139.50 75.000 SY | 20.00000 1500.00| |
SUBSURFACE DRAINAGE MATTING | | |
0073 6210.12 925.000 LF | 15.00000 13875.00| |
HP 10"X42# STEEL PILING | | |
0074 6210.14 875.000 LF | 17.00000 14875.00| |
HP 12"X53# STEEL PILING | | |
0075 6310.00 3047.600 SF | 11.00000 33523.60| |
STEEL SHEET PILING | | |
0076 6951.12 1140.000 EACH| 2.00000 2280.00| |
SHEAR CONNECTORS | | |
0077 8091.00 160.000 CY | 32.00000 5120.00| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 456,503.60| $ |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6B BRIDGE AT STA. 72+52.30 ALT BB1
ONE 105'-0" SPAN PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0078 0030.60 LUMP| | 50000.00000 50000.00|
MOBILIZATION | | |
0079 1010.01 1470.000 CY | | 5.00000 7350.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0080 1043.50 570.000 SY | | 2.00000 1140.00|
RIPRAP FILTER FABRIC | | |
0081 3050.15 176.700 CY | | 240.00000 42408.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0082 3051.10 18690.000 LB | | 0.60000 11214.00|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0083 6000.10 125.000 LS | | 10000.00000 10000.00|
ABUTMENT NO.1 EXCAVATION | | |
0084 6000.11 125.000 LS | | 10000.00000 10000.00|
ABUTMENT NO.2 EXCAVATION | | |
0085 6005.35 86.000 LF | | 100.00000 8600.00|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0086 6005.78 5.000 EACH| | 1000.00000 5000.00|
EXPANSION BEARING, TFE TYPE | | |
0087 6005.83 5.000 EACH| | 700.00000 3500.00|
FIXED BEARING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 17
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(4) 0137 |(5) 0774 |
|JUDDS BROS. CONSTRUCTION CO.|DIXON CONSTRUCTION CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0088 6010.22 87.500 CY | | 350.00000 30625.00|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0089 6010.26 169.400 CY | | 400.00000 67760.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0090 6011.11 102.100 LS | | 83000.00000 83000.00|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 72+52.30 | | |
0091 6040.00 1.000 EACH| | 25000.00000 25000.00|
REMOVE STRUCTURE AT STA. 72+56.23 | | |
0092 6095.00 4.000 EACH| | 700.00000 2800.00|
STEEL DIAPHRAGM | | |
0093 6104.00 153.000 TON | | 15.00000 2295.00|
BROKEN CONCRETE RIPRAP | | |
0094 6105.01 25.000 TON | | 26.50000 662.50|
ROCK RIPRAP, TYPE A | | |
0095 6105.02 290.000 TON | | 25.75000 7467.50|
ROCK RIPRAP, TYPE B | | |
0096 6131.50 31870.000 LB | | 0.60000 19122.00|
EPOXY COATED REINFORCING STEEL | | |
0097 6139.50 72.000 SY | | 30.00000 2160.00|
SUBSURFACE DRAINAGE MATTING | | |
0098 6210.12 750.000 LF | | 15.00000 11250.00|
HP 10"X42# STEEL PILING | | |
0099 6210.14 1100.000 LF | | 17.00000 18700.00|
HP 12"X53# STEEL PILING | | |
0100 6310.00 2974.600 SF | | 12.00000 35695.20|
STEEL SHEET PILING | | |
0101 8091.00 230.000 CY | | 30.00000 6900.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | $ 462,649.20|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6C BRIDGE AT STA. 72+52.30 ALT BB2
ONE 105'-0" SPAN ROLLED BEAM STEEL GIRDER BRIDGE
| | |
0102 0030.60 LUMP| 14750.00000 14750.00| |
MOBILIZATION | | |
0103 1010.01 1470.000 CY | 10.00000 14700.00| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0104 1043.50 570.000 SY | 1.50000 855.00| |
RIPRAP FILTER FABRIC | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 18
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(4) 0137 |(5) 0774 |
|JUDDS BROS. CONSTRUCTION CO.|DIXON CONSTRUCTION CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0105 3050.15 176.700 CY | 240.00000 42408.00| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0106 3051.10 18690.000 LB | 1.80000 33642.00| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0107 6000.10 100.000 LS | 5000.00000 5000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0108 6000.11 100.000 LS | 5000.00000 5000.00| |
ABUTMENT NO.2 EXCAVATION | | |
0109 6005.35 86.000 LF | 50.00000 4300.00| |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0110 6005.78 5.000 EACH| 700.00000 3500.00| |
EXPANSION BEARING, TFE TYPE | | |
0111 6005.83 5.000 EACH| 725.00000 3625.00| |
FIXED BEARING | | |
0112 6010.22 84.000 CY | 520.00000 43680.00| |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0113 6010.26 156.500 CY | 575.00000 89987.50| |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0114 6040.00 1.000 EACH| 6000.00000 6000.00| |
REMOVE STRUCTURE AT STA. 72+56.23 | | |
0115 6071.12 198790.000 LS | 92000.00000 92000.00| |
STEEL SUPERSTRUCTURE AT STA. 72+52.30 | | |
0116 6104.00 153.000 TON | 10.00000 1530.00| |
BROKEN CONCRETE RIPRAP | | |
0117 6105.01 25.000 TON | 32.00000 800.00| |
ROCK RIPRAP, TYPE A | | |
0118 6105.02 290.000 TON | 31.50000 9135.00| |
ROCK RIPRAP, TYPE B | | |
0119 6131.50 31320.000 LB | 0.60000 18792.00| |
EPOXY COATED REINFORCING STEEL | | |
0120 6139.50 62.000 SY | 22.00000 1364.00| |
SUBSURFACE DRAINAGE MATTING | | |
0121 6210.12 750.000 LF | 16.00000 12000.00| |
HP 10"X42# STEEL PILING | | |
0122 6210.14 990.000 LF | 17.00000 16830.00| |
HP 12"X53# STEEL PILING | | |
0123 6310.00 2974.600 SF | 11.00000 32720.60| |
STEEL SHEET PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 19
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(4) 0137 |(5) 0774 |
|JUDDS BROS. CONSTRUCTION CO.|DIXON CONSTRUCTION CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0124 6951.12 960.000 EACH| 2.00000 1920.00| |
SHEAR CONNECTORS | | |
0125 8091.00 185.000 CY | 21.00000 3885.00| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 458,424.10| $ |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7 GUARDRAIL
| | |
0126 0030.70 LUMP| 1950.00000 1950.00| 2000.00000 2000.00|
MOBILIZATION | | |
0127 7011.20 287.500 LF | 13.00000 3737.50| 13.00000 3737.50|
W-BEAM GUARDRAIL | | |
0128 7020.00 8.000 EACH| 1100.00000 8800.00| 1100.00000 8800.00|
BRIDGE APPROACH SECTIONS | | |
0129 7024.27 8.000 EACH| 1600.00000 12800.00| 1600.00000 12800.00|
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 27,287.50| $ 27,337.50|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 9 BITUMINOUS
| | |
0130 L001.01 2.500 ACRE| 789.00000 1972.50| 789.00000 1972.50|
SEEDING, TYPE A | | |
0131 L032.75 5.600 TON | 70.00000 392.00| 70.00000 392.00|
MULCH | | |
0132 0030.90 LUMP| 12000.00000 12000.00| 10000.00000 10000.00|
MOBILIZATION | | |
0133 9005.25 2630.000 TON | 30.00000 78900.00| 30.00000 78900.00|
ASPHALTIC CONCRETE, TYPE SP1(0.5) | | |
0134 9021.01 142.020 TON | 180.00000 25563.60| 180.00000 25563.60|
PERFORMANCE GRADED BINDER (64-22) | | |
0135 9053.00 600.000 GAL | 1.25000 750.00| 1.25000 750.00|
TACK COAT | | |
0136 9111.00 29.000 MGAL| 10.00000 290.00| 25.00000 725.00|
WATER | | |
0137 9170.00 44.120 STA | 65.00000 2867.80| 200.00000 8824.00|
EARTH SHOULDER CONSTRUCTION | | |
0138 9173.20 5942.000 SY | 1.65000 9804.30| 1.65000 9804.30|
SUBGRADE PREPARATION | | |
0139 9188.50 1250.000 SY | 20.00000 25000.00| 20.00000 25000.00|
SURFACING UNDER GUARDRAIL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 20
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 1208 COUNTIES : JOHNSON
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-50-1(111)
====================================================================================================================================
|(4) 0137 |(5) 0774 |
|JUDDS BROS. CONSTRUCTION CO.|DIXON CONSTRUCTION CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 157,540.20| $ 161,931.40|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 10 GENERAL ITEMS
| | |
0140 0001.08 4950.000 BDAY| 0.50000 2475.00| 0.50000 2475.00|
BARRICADE, TYPE II | | |
0141 0001.10 2816.000 BDAY| 1.25000 3520.00| 1.25000 3520.00|
BARRICADE, TYPE III | | |
0142 0001.30 418.000 LDAY| 0.95000 397.10| 0.95000 397.10|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0143 0001.90 7964.000 EACH| 0.45000 3583.80| 0.45000 3583.80|
SIGN DAY | | |
0144 0002.30 2000.000 LF | 0.40000 800.00| 0.40000 800.00|
PAVEMENT MARKING REMOVAL | | |
0145 0002.39 15500.000 LF | 0.95000 14725.00| 0.95000 14725.00|
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0146 0002.47 1000.000 LF | 0.80000 800.00| 0.80000 800.00|
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0147 0003.10 25.000 DAY | 150.00000 3750.00| 200.00000 5000.00|
FLAGGING | | |
0148 0010.04 1.000 EACH| 2500.00000 2500.00| 1500.00000 1500.00|
FIELD OFFICE | | |
0149 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00|
TRAINING | | |
0150 0030.10 LUMP| 4000.00000 4000.00| 1000.00000 1000.00|
MOBILIZATION | | |
0151 1017.50 LUMP| 15000.00000 15000.00| 20000.00000 20000.00|
CONSTRUCTION STAKING AND SURVEYING | | |
SECTION TOTALS | $ 52,350.90| $ 54,600.90|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,363,033.15| $ 1,389,418.33|
====================================================================================================================================