|
Contract Letting June 27, 2002 |
NEBRASKA DEPARTMENT OF ROADS
CALL ORDER : F01 DATE : 06/27/02
DATE OF LETTING : 06/27/02 PAGE : 1
LISTING OF INCOMPLETE BIDS
---------------------------------------------------------------------------------------------------------------------------------
PROPOSAL BID PRICE
VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT
---------------------------------------------------------------------------------------------------------------------------------
2017 L 0001 $ 3,200.00000 $ 7,840.00
2017 L 0002 $ 1.90000 $ 23,968.50
2017 L 0003 $ 6.70000 $ 536.00
2017 L 0004 $ 16.56000 $ 4,719.60
2017 L 0005 $ 2.43000 $ 352.35
2017 L 0006 $ 19.85000 $ 59.55
2017 L 0007 $ 2.70000 $ 1,554.12
2017 L 0008 $ 3.53000 $ 10,656.01
2017 L 0009 $ 9.25000 $ 1,535.50
2017 L 0010 $ 90.00000 $ 34,560.00
2017 L 0011 $ 7,000.00000 $ 7,000.00
2017 L 0012 $ 7,500.00000 $ 7,500.00
2017 L 0013 $ 2.25000 $ 40,412.25
2017 L 0014 $ 8.00000 $ 1,384.00
2017 L 0015 $ 180.00000 $ 2,340.00
2017 L 0016 $ 31,500.00000 $ 31,500.00
2017 L 0017 $ 3.00000 $ 68,505.00
2017 L 0018 $ 4,500.00000 $ 10,575.00
2017 L 0019 $ 4.00000 $ 5,144.00
2017 L 0020 $ 10.00000 $ 340.00
2017 L 0021 $ 10.00000 $ 340.00
2017 L 0022 $ 22.00000 $ 1,496.00
2017 L 0023 $ 45.00000 $ 4,320.00
2017 L 0024 $ 18.00000 $ 20,304.00
2017 L 0025 $ 219.99000 $ 6,780.53
2017 L 0026 $ 1.40000 $ 1,282.40
2017 L 0027 $ 37,000.00000 $ 37,000.00
2017 L 0028 $ 6.00000 $ 3,696.00
2017 L 0029 $ 210.00000 $ 43,869.00
2017 L 0030 $ 0.65000 $ 15,629.25
2017 L 0031 $ 4,000.00000 $ 4,000.00
2017 L 0032 $ 4,000.00000 $ 4,000.00
2017 L 0033 $ 32.00000 $ 2,966.40
2017 L 0034 $ 850.00000 $ 3,400.00
2017 L 0035 $ 550.00000 $ 19,635.00
2017 L 0036 $ 480.00000 $ 62,976.00
2017 L 0037 $ 35,000.00000 $ 35,000.00
2017 L 0038 $ 34,500.00000 $ 34,500.00
2017 L 0039 $ 13.00000 $ 650.00
2017 L 0040 $ 40.00000 $ 19,200.00
2017 L 0041 $ 0.96000 $ 24,161.28
NEBRASKA DEPARTMENT OF ROADS
CALL ORDER : F01 DATE : 06/27/02
DATE OF LETTING : 06/27/02 PAGE : 2
LISTING OF INCOMPLETE BIDS
---------------------------------------------------------------------------------------------------------------------------------
PROPOSAL BID PRICE
VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT
---------------------------------------------------------------------------------------------------------------------------------
2017 L 0042 $ 40.00000 $ 2,600.00
2017 L 0043 $ 40.00000 $ 32,400.00
2017 L 0044 $ 30.00000 $ 1,818.00
2017 L 0064 $ 35,000.00000 $ 35,000.00
2017 L 0065 $ 6.00000 $ 4,476.00
2017 L 0066 $ 210.00000 $ 44,100.00
2017 L 0067 $ 0.65000 $ 15,629.25
2017 L 0068 $ 8,000.00000 $ 8,000.00
2017 L 0069 $ 4,000.00000 $ 4,000.00
2017 L 0070 $ 47.00000 $ 4,356.90
2017 L 0071 $ 1,600.00000 $ 16,000.00
2017 L 0072 $ 540.00000 $ 36,288.00
2017 L 0073 $ 440.00000 $ 68,024.00
2017 L 0074 $ 76,000.00000 $ 76,000.00
2017 L 0075 $ 30,000.00000 $ 30,000.00
2017 L 0076 $ 22.00000 $ 660.00
2017 L 0077 $ 42.00000 $ 27,510.00
2017 L 0078 $ 0.94000 $ 34,655.92
2017 L 0079 $ 40.00000 $ 3,400.00
2017 L 0080 $ 25.00000 $ 20,000.00
2017 L 0081 $ 15.00000 $ 56,149.50
2017 L 0082 $ 30.00000 $ 17,100.00
2017 L 0102 $ 48,000.00000 $ 48,000.00
2017 L 0103 $ 6.00000 $ 21,330.00
2017 L 0104 $ 210.00000 $ 43,869.00
2017 L 0105 $ 0.65000 $ 15,675.40
2017 L 0106 $ 4,000.00000 $ 4,000.00
2017 L 0107 $ 4,000.00000 $ 4,000.00
2017 L 0108 $ 40.00000 $ 3,706.80
2017 L 0109 $ 625.00000 $ 18,750.00
2017 L 0110 $ 540.00000 $ 63,720.00
2017 L 0111 $ 420.00000 $ 155,862.00
2017 L 0112 $ 225,000.00000 $ 225,000.00
2017 L 0113 $ 55,000.00000 $ 55,000.00
2017 L 0114 $ 11.00000 $ 1,265.00
2017 L 0115 $ 39.00000 $ 20,865.00
2017 L 0116 $ 0.92000 $ 92,859.28
2017 L 0117 $ 40.00000 $ 2,436.00
2017 L 0118 $ 450.00000 $ 16,200.00
2017 L 0119 $ 550.00000 $ 17,490.00
2017 L 0120 $ 30.00000 $ 4,200.00
NEBRASKA DEPARTMENT OF ROADS
CALL ORDER : F01 DATE : 06/27/02
DATE OF LETTING : 06/27/02 PAGE : 3
LISTING OF INCOMPLETE BIDS
---------------------------------------------------------------------------------------------------------------------------------
PROPOSAL BID PRICE
VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT
---------------------------------------------------------------------------------------------------------------------------------
2017 L 0121 $ 14,000.00000 $ 14,000.00
2017 L 0122 $ 1,300.00000 $ 13,260.00
2017 L 0123 $ 1.20000 $ 1,800.00
2017 L 0124 $ 6,000.00000 $ 6,000.00
2017 L 0125 $ 1,200.00000 $ 1,200.00
2017 L 0126 $ 311.00000 $ 933.00
2017 L 0127 $ 11.22000 $ 8,415.00
2017 L 0128 $ 1,008.00000 $ 16,128.00
2017 L 0129 $ 1,745.00000 $ 1,745.00
2017 L 0130 $ 1,445.00000 $ 24,565.00
2017 L 0131 $ 11,321.09000 $ 11,321.09
2017 L 0132 $ 50.00000 $ 500.00
2017 L 0134 $ 13.00000 $ 559.00
2017 L 0135 $ 13.00000 $ 1,118.00
2017 L 0136 $ 12,500.00000 $ 12,500.00
2017 L 0137 $ 20.00000 $ 680.00
2017 L 0138 $ 297.76000 $ 16,259.48
2017 L 0139 $ 38.04000 $ 68,091.60
2017 L 0140 $ 40.00000 $ 62,800.00
2017 L 0141 $ 4.00000 $ 1,464.00
2017 L 0142 $ 200.00000 $ 16,956.00
2017 L 0143 $ 200.00000 $ 19,320.00
2017 L 0144 $ 4.00000 $ 1,464.00
2017 L 0145 $ 1.25000 $ 2,175.00
2017 L 0146 $ 9.46000 $ 255.42
2017 L 0147 $ 955.00000 $ 7,640.00
2017 L 0148 $ 30.00000 $ 29,040.00
2017 L 0149 $ 0.50000 $ 9,015.00
2017 L 0150 $ 1.10000 $ 8,525.00
2017 L 0151 $ 1.20000 $ 2,553.60
2017 L 0152 $ 0.55000 $ 9,577.70
2017 L 0153 $ 0.60000 $ 240.00
2017 L 0154 $ 0.40000 $ 840.00
2017 L 0155 $ 180.00000 $ 14,400.00
2017 L 0156 $ 2,800.00000 $ 2,800.00
2017 L 0157 $ 0.80000 $ 800.00
2017 L 0158 $ 5,000.00000 $ 5,000.00
2017 L 0159 $ 58.00000 $ 580.00
2017 L 0160 $ 52.00000 $ 520.00
2017 L 0161 $ 46.00000 $ 460.00
2017 P $ 0.00000 $ 2,353,584.68
NEBRASKA DEPARTMENT OF ROADS
CALL ORDER : F01 DATE : 06/27/02
DATE OF LETTING : 06/27/02 PAGE : 4
LISTING OF INCOMPLETE BIDS
---------------------------------------------------------------------------------------------------------------------------------
PROPOSAL BID PRICE
VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT
---------------------------------------------------------------------------------------------------------------------------------
2017 S 0001 $ 0.00000 $ 295,004.81
2017 S 0002 $ 0.00000 $ 347,500.93
2017 S 0004 $ 0.00000 $ 501,349.57
2017 S 0006 $ 0.00000 $ 814,228.48
2017 S 0007 $ 0.00000 $ 35,060.00
2017 S 0008 $ 0.00000 $ 52,986.00
2017 S 0009 $ 0.00000 $ 11,821.09
2017 S 0010 $ 0.00000 $ 240,322.50
2017 S 0011 $ 0.00000 $ 55,311.30
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 5
VENDOR RANKING
CALL ORDER : F01 CONTRACT ID : 1248A1 COUNTIES : GAGE
LETTING DATE : 06/27/02 DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
CONTRACT DESCRIPTION : STPP-S34D(102)
US-77, WYMORE NORTH AND SOUTH
AND S34D, PICKRELL SPUR.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1742 HERBST CONSTRUCTION, INC. $ 2,148,561.59 100.0000%
2 1809 CAPITAL CONTRACTORS, INC. $ 2,220,150.96 103.3319%
3 0880 CHRISTENSEN BROS., INC. $ 2,252,770.58 104.8501%
2017 BRB CONTRACTORS, INC. IRREGULAR
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A1 COUNTIES : GAGE
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 1742 |(2) 1809 |(3) 0880
|HERBST CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., 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 2.450 ACRE| 3000.00000 7350.00| 3000.00000 7350.00| 3100.00000 7595.00
TEMPORARY SEEDING | | |
0002 L020.00 12615.000 SY | 1.35000 17030.25| 1.35000 17030.25| 1.40000 17661.00
EROSION CONTROL | | |
0003 L020.01 80.000 SY | 6.00000 480.00| 6.00000 480.00| 6.20000 496.00
EROSION CONTROL, TYPE A | | |
0004 L020.09 285.000 SY | 12.00000 3420.00| 12.00000 3420.00| 12.50000 3562.50
EROSION CONTROL, TYPE AAA | | |
0005 L020.10 145.000 SY | 1.50000 217.50| 1.50000 217.50| 1.60000 232.00
EROSION CONTROL, TYPE HV | | |
0006 L021.01 3.000 BALE| 15.00000 45.00| 15.00000 45.00| 16.00000 48.00
EROSION CHECKS, TYPE A | | |
0007 L022.11 575.600 LF | 2.50000 1439.00| 2.50000 1439.00| 2.60000 1496.56
FABRIC SILT FENCE-LOW POROSITY | | |
0008 L022.25 3018.700 LF | 3.00000 9056.10| 3.00000 9056.10| 3.10000 9357.97
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0009 L022.75 166.000 LF | 5.00000 830.00| 5.00000 830.00| 5.20000 863.20
TEMPORARY SILT CHECK | | |
0010 P300.72 384.000 LF | 82.00000 31488.00| 82.00000 31488.00| 84.00000 32256.00
72" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0011 0030.10 LUMP| 25000.00000 25000.00| 17800.00000 17800.00| 20000.00000 20000.00
MOBILIZATION | | |
0012 1009.00 LUMP| 6800.00000 6800.00| 6800.00000 6800.00| 7000.00000 7000.00
GENERAL CLEARING AND GRUBBING | | |
0013 1010.01 17961.000 CY | 2.75000 49392.75| 2.49000 44722.89| 2.55000 45800.55
EXCAVATION (ESTABLISHED QUANTITY) | | |
0014 1011.00 173.000 MGAL| 4.00000 692.00| 4.00000 692.00| 4.10000 709.30
WATER | | |
0015 1012.00 13.000 EACH| 70.00000 910.00| 70.00000 910.00| 75.00000 975.00
RIGHT-OF-WAY MARKERS | | |
0016 1017.00 0.700 LS | 35000.00000 35000.00| 32000.00000 32000.00| 35000.00000 35000.00
CONSTRUCTION STAKING AND SURVEYING | | |
0017 1030.00 22835.000 CY | 3.50000 79922.50| 3.35000 76497.25| 3.40000 77639.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0018 1033.00 2.350 STA | 4250.00000 9987.50| 4250.00000 9987.50| 4300.00000 10105.00
ROADWAY GRADING | | |
0019 1101.00 1286.000 SY | 3.90000 5015.40| 3.90000 5015.40| 4.00000 5144.00
REMOVE PAVEMENT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A1 COUNTIES : GAGE
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 1742 |(2) 1809 |(3) 0880
|HERBST CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1143.00 34.000 LF | 10.00000 340.00| 10.00000 340.00| 10.00000 340.00
REMOVE DRIVEWAY CULVERT PIPE | | |
0021 1405.00 34.000 LF | 10.00000 340.00| 10.00000 340.00| 10.00000 340.00
RELAYING DRIVEWAY CULVERT PIPE | | |
0022 1701.24 68.000 LF | 20.00000 1360.00| 20.00000 1360.00| 20.00000 1360.00
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,| | |
6,7 OR 8 | | |
0023 1701.42 96.000 LF | 42.00000 4032.00| 42.00000 4032.00| 43.00000 4128.00
42" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,| | |
6,7 OR 8 | | |
0024 2001.03 1128.000 TON | 15.00000 16920.00| 13.25000 14946.00| 14.00000 15792.00
GRAVEL SURFACE COURSE | | |
0025 2009.10 30.822 STA | 150.00000 4623.30| 100.00000 3082.20| 100.00000 3082.20
GRAVEL EMBEDMENT | | |
0026 7017.00 916.000 LF | 1.20000 1099.20| 1.20000 1099.20| 1.30000 1190.80
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 312,790.50| $ 290,980.29| $ 302,174.08
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 602+72.87
1-82' SPAN STEEL ROLLED BEAM BRIDGE WIDEN & REDECK
| | |
0027 0030.60 LUMP| 33000.00000 33000.00| 30000.00000 30000.00| 30000.00000 30000.00
MOBILIZATION | | |
0028 1010.01 616.000 CY | 5.00000 3080.00| 5.00000 3080.00| 5.00000 3080.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0029 3050.15 208.900 CY | 220.00000 45958.00| 210.00000 43869.00| 210.00000 43869.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0030 3051.10 24045.000 LB | 0.70000 16831.50| 0.65000 15629.25| 0.65000 15629.25
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0031 6000.10 40.000 LS | 8000.00000 8000.00| 10750.00000 10750.00| 10000.00000 10000.00
ABUTMENT NO.1 EXCAVATION | | |
0032 6000.11 40.000 LS | 8000.00000 8000.00| 10750.00000 10750.00| 10000.00000 10000.00
ABUTMENT NO.2 EXCAVATION | | |
0033 6005.35 92.700 LF | 40.00000 3708.00| 32.00000 2966.40| 32.00000 2966.40
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0034 6005.60 4.000 EACH| 900.00000 3600.00| 325.00000 1300.00| 700.00000 2800.00
ELASTOMERIC BEARING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A1 COUNTIES : GAGE
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 1742 |(2) 1809 |(3) 0880
|HERBST CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 6010.22 35.700 CY | 475.00000 16957.50| 295.00000 10531.50| 480.00000 17136.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0036 6010.26 131.200 CY | 420.00000 55104.00| 295.00000 38704.00| 320.00000 41984.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0037 6030.00 1.000 EACH| 45000.00000 45000.00| 69988.00000 69988.00| 58000.00000 58000.00
PREPARATION OF BRIDGE AT STA. 602+72.87 | | |
0038 6071.12 34787.000 LS | 44000.00000 44000.00| 50000.00000 50000.00| 56000.00000 56000.00
STEEL SUPERSTRUCTURE AT STA. 602+72.87 | | |
0039 6104.00 50.000 TON | 20.00000 1000.00| 26.00000 1300.00| 20.00000 1000.00
BROKEN CONCRETE RIPRAP | | |
0040 6105.02 480.000 TON | 29.00000 13920.00| 35.00000 16800.00| 27.00000 12960.00
ROCK RIPRAP, TYPE B | | |
0041 6131.50 25168.000 LB | 0.60000 15100.80| 0.80000 20134.40| 0.60000 15100.80
EPOXY COATED REINFORCING STEEL | | |
0042 6139.50 65.000 SY | 40.00000 2600.00| 35.00000 2275.00| 40.00000 2600.00
SUBSURFACE DRAINAGE MATTING | | |
0043 6210.50 810.000 LF | 27.00000 21870.00| 35.75000 28957.50| 26.00000 21060.00
PIPE PILING | | |
0044 8091.00 60.600 CY | 24.00000 1454.40| 45.00000 2727.00| 30.00000 1818.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 339,184.20| $ 359,762.05| $ 346,003.45
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6A BRIDGE AT STA. 494+07.88 ALT AA1
1-88.5' SIMPLE SPAN STEEL ROLLED BEAM BRIDGE - NEW
| | |
0045 0030.60 LUMP| | |
MOBILIZATION | | |
0046 1010.01 746.000 CY | | |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0047 3050.15 210.000 CY | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0048 3051.10 24045.000 LB | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0049 6000.10 10.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0050 6000.11 10.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A1 COUNTIES : GAGE
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 1742 |(2) 1809 |(3) 0880
|HERBST CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0051 6005.35 92.700 LF | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0052 6005.60 10.000 EACH| | |
ELASTOMERIC BEARING | | |
0053 6010.22 66.200 CY | | |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0054 6010.26 164.500 CY | | |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0055 6040.00 1.000 EACH| | |
REMOVE STRUCTURE AT STA. 494+01.32 | | |
0056 6071.10 97915.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. 494+07.88 | | |
0057 6104.00 30.000 TON | | |
BROKEN CONCRETE RIPRAP | | |
0058 6105.02 655.000 TON | | |
ROCK RIPRAP, TYPE B | | |
0059 6131.50 36458.000 LB | | |
EPOXY COATED REINFORCING STEEL | | |
0060 6139.50 95.000 SY | | |
SUBSURFACE DRAINAGE MATTING | | |
0061 6210.12 800.000 LF | | |
HP 10"X42# STEEL PILING | | |
0062 6310.00 3743.300 SF | | |
STEEL SHEET PILING | | |
0063 8091.00 580.000 CY | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6B BRIDGE AT STA. 494+07.88 ALT AA2
1-88.5' SPAN NU1100 PRESTRESSED CONCRETE GIRDER BRIDGE - NEW
| | |
0064 0030.60 LUMP| 42000.00000 42000.00| 37312.00000 37312.00| 40000.00000 40000.00
MOBILIZATION | | |
0065 1010.01 746.000 CY | 5.00000 3730.00| 4.50000 3357.00| 5.00000 3730.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0066 3050.15 210.000 CY | 220.00000 46200.00| 210.00000 44100.00| 210.00000 44100.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0067 3051.10 24045.000 LB | 0.70000 16831.50| 0.65000 15629.25| 0.65000 15629.25
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A1 COUNTIES : GAGE
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 1742 |(2) 1809 |(3) 0880
|HERBST CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0068 6000.10 10.000 LS | 9000.00000 9000.00| 8500.00000 8500.00| 10000.00000 10000.00
ABUTMENT NO.1 EXCAVATION | | |
0069 6000.11 10.000 LS | 9000.00000 9000.00| 8500.00000 8500.00| 10000.00000 10000.00
ABUTMENT NO.2 EXCAVATION | | |
0070 6005.35 92.700 LF | 50.00000 4635.00| 47.00000 4356.90| 47.00000 4356.90
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0071 6005.60 10.000 EACH| 950.00000 9500.00| 900.00000 9000.00| 1200.00000 12000.00
ELASTOMERIC BEARING | | |
0072 6010.22 67.200 CY | 425.00000 28560.00| 295.00000 19824.00| 410.00000 27552.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0073 6010.26 154.600 CY | 380.00000 58748.00| 295.00000 45607.00| 320.00000 49472.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0074 6011.11 78.000 LS | 70000.00000 70000.00| 65000.00000 65000.00| 80000.00000 80000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE 494+07.88 | | |
0075 6040.00 1.000 EACH| 20000.00000 20000.00| 45000.00000 45000.00| 48000.00000 48000.00
REMOVE STRUCTURE AT STA. 494+01.32 | | |
0076 6104.00 30.000 TON | 20.00000 600.00| 26.00000 780.00| 20.00000 600.00
BROKEN CONCRETE RIPRAP | | |
0077 6105.02 655.000 TON | 30.00000 19650.00| 35.00000 22925.00| 28.00000 18340.00
ROCK RIPRAP, TYPE B | | |
0078 6131.50 36868.000 LB | 0.55000 20277.40| 0.80000 29494.40| 0.60000 22120.80
EPOXY COATED REINFORCING STEEL | | |
0079 6139.50 85.000 SY | 35.00000 2975.00| 35.00000 2975.00| 40.00000 3400.00
SUBSURFACE DRAINAGE MATTING | | |
0080 6210.12 800.000 LF | 22.00000 17600.00| 17.20000 13760.00| 18.00000 14400.00
HP 10"X42# STEEL PILING | | |
0081 6310.00 3743.300 SF | 14.00000 52406.20| 11.00000 41176.30| 14.00000 52406.20
STEEL SHEET PILING | | |
0082 8091.00 570.000 CY | 28.00000 15960.00| 45.00000 25650.00| 30.00000 17100.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 447,673.10| $ 442,946.85| $ 473,207.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6C BRIDGE AT STA. 408+93.53 ALT BB1
1-131'& 2-45.5' SPANS STEEL GIRD WELD PLATE BR WIDEN & REHAB
| | |
0083 0030.60 LUMP| | |
MOBILIZATION | | |
0084 1010.01 3555.000 CY | | |
EXCAVATION (ESTABLISHED QUANTITY) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A1 COUNTIES : GAGE
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 1742 |(2) 1809 |(3) 0880
|HERBST CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0085 3050.15 208.900 CY | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0086 3051.10 24116.000 LB | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0087 6000.10 50.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0088 6000.11 50.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0089 6005.35 92.670 LF | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0090 6005.60 20.000 EACH| | |
ELASTOMERIC BEARING | | |
0091 6010.22 116.900 CY | | |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0092 6010.26 297.100 CY | | |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0093 6030.01 1.000 EACH| | |
PREPARATION OF BRIDGE AT STA. 408+93.53 | | |
0094 6071.11 230270.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. 408+93.53 | | |
0095 6104.00 115.000 TON | | |
BROKEN CONCRETE RIPRAP | | |
0096 6105.02 535.000 TON | | |
ROCK RIPRAP, TYPE B | | |
0097 6131.50 87336.000 LB | | |
EPOXY COATED REINFORCING STEEL | | |
0098 6139.50 60.900 SY | | |
SUBSURFACE DRAINAGE MATTING | | |
0099 6251.40 36.000 LF | | |
ROCK SOCKET | | |
0100 6251.50 31.800 LF | | |
DRILLED SHAFT | | |
0101 8091.00 140.000 CY | | |
GRANULAR BACKFILL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A1 COUNTIES : GAGE
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 1742 |(2) 1809 |(3) 0880
|HERBST CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ | $ | $
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6D BRIDGE AT STA. 408+93.53 ALT BB2
1-131'& 2-40.5' SPANS PRESTRESS NU1350 GIRD BR WIDEN & REHAB
| | |
0102 0030.60 LUMP| 62000.00000 62000.00| 44941.00000 44941.00| 70000.00000 70000.00
MOBILIZATION | | |
0103 1010.01 3555.000 CY | 4.50000 15997.50| 4.40000 15642.00| 4.00000 14220.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0104 3050.15 208.900 CY | 220.00000 45958.00| 210.00000 43869.00| 210.00000 43869.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0105 3051.10 24116.000 LB | 0.70000 16881.20| 0.65000 15675.40| 0.65000 15675.40
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0106 6000.10 50.000 LS | 6000.00000 6000.00| 10000.00000 10000.00| 15000.00000 15000.00
ABUTMENT NO.1 EXCAVATION | | |
0107 6000.11 50.000 LS | 6000.00000 6000.00| 10000.00000 10000.00| 15000.00000 15000.00
ABUTMENT NO.2 EXCAVATION | | |
0108 6005.35 92.670 LF | 45.00000 4170.15| 40.00000 3706.80| 40.00000 3706.80
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0109 6005.60 30.000 EACH| 850.00000 25500.00| 550.00000 16500.00| 800.00000 24000.00
ELASTOMERIC BEARING | | |
0110 6010.22 118.000 CY | 425.00000 50150.00| 295.00000 34810.00| 540.00000 63720.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0111 6010.26 371.100 CY | 300.00000 111330.00| 295.00000 109474.50| 280.00000 103908.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0112 6011.11 204.900 LS | 155000.00000 155000.00| 205000.00000 205000.00| 170000.00000 170000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 408+93.53 | | |
0113 6030.02 1.000 EACH| 50000.00000 50000.00| 75000.00000 75000.00| 60000.00000 60000.00
PREPARATION OF BRIDGE AT STA. 408+93.53 | | |
0114 6104.00 115.000 TON | 20.00000 2300.00| 26.00000 2990.00| 20.00000 2300.00
BROKEN CONCRETE RIPRAP | | |
0115 6105.02 535.000 TON | 30.00000 16050.00| 35.00000 18725.00| 30.00000 16050.00
ROCK RIPRAP, TYPE B | | |
0116 6131.50 100934.000 LB | 0.50000 50467.00| 0.76000 76709.84| 0.50000 50467.00
EPOXY COATED REINFORCING STEEL | | |
0117 6139.50 60.900 SY | 35.00000 2131.50| 35.00000 2131.50| 40.00000 2436.00
SUBSURFACE DRAINAGE MATTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A1 COUNTIES : GAGE
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 1742 |(2) 1809 |(3) 0880
|HERBST CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0118 6251.40 36.000 LF | 650.00000 23400.00| 755.00000 27180.00| 920.00000 33120.00
ROCK SOCKET | | |
0119 6251.50 31.800 LF | 550.00000 17490.00| 960.00000 30528.00| 1050.00000 33390.00
DRILLED SHAFT | | |
0120 8091.00 140.000 CY | 30.00000 4200.00| 45.00000 6300.00| 30.00000 4200.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 665,025.35| $ 749,183.04| $ 741,062.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6E BRIDGE AT R.P. 000.380
1-49.00 FT. SPAN PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0121 0030.60 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 2000.00000 2000.00
MOBILIZATION | | |
0122 6010.26 10.200 CY | 550.00000 5610.00| 550.00000 5610.00| 600.00000 6120.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0123 6020.00 1500.000 LB | 1.20000 1800.00| 1.20000 1800.00| 1.20000 1800.00
REINFORCING STEEL FOR BRIDGE | | |
0124 6030.00 1.000 EACH| 5000.00000 5000.00| 4000.00000 4000.00| 4000.00000 4000.00
PREPARATION OF BRIDGE AT REF. POST 0+38 | | |
SECTION TOTALS | $ 14,910.00| $ 13,410.00| $ 13,920.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 7 GUARDRAIL
| | |
0125 0030.70 LUMP| 4500.00000 4500.00| 1200.00000 1200.00| 1500.00000 1500.00
MOBILIZATION | | |
0126 7001.50 3.000 EACH| 311.00000 933.00| 311.00000 933.00| 320.00000 960.00
CULVERT MOUNTED GUARDRAIL POST | | |
0127 7011.20 750.000 LF | 11.22000 8415.00| 11.22000 8415.00| 11.50000 8625.00
W-BEAM GUARDRAIL | | |
0128 7020.00 16.000 EACH| 1008.00000 16128.00| 1008.00000 16128.00| 1050.00000 16800.00
BRIDGE APPROACH SECTIONS | | |
0129 7024.25 1.000 EACH| 1745.00000 1745.00| 1745.00000 1745.00| 1800.00000 1800.00
GUARDRAIL END TREATMENT, TYPE I | | |
0130 7024.27 17.000 EACH| 1445.00000 24565.00| 1445.00000 24565.00| 1500.00000 25500.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 56,286.00| $ 52,986.00| $ 55,185.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 8B ELECTRICAL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A1 COUNTIES : GAGE
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 1742 |(2) 1809 |(3) 0880
|HERBST CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0131 A780.05 1.000 EACH| 7000.00000 7000.00| 11321.09000 11321.09| 12000.00000 12000.00
TEMPORARY LIGHTING SYSTEM | | |
0132 A800.56 10.000 DAY | 50.00000 500.00| 50.00000 500.00| 60.00000 600.00
OPERATION AND MAINTENANCE OF TEMPORARY | | |
LIGHTING SYSTEM | | |
0133 0030.81 LUMP| 1000.00000 1000.00| 0.00000 0.00| 100.00000 100.00
MOBILIZATION | | |
SECTION TOTALS | $ 8,500.00| $ 11,821.09| $ 12,700.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 9 BITUMINOUS
| | |
0134 0002.55 43.000 STA | 13.00000 559.00| 10.00000 430.00| 13.00000 559.00
OVERLAY BROKEN LINES | | |
0135 0002.60 86.000 STA | 13.00000 1118.00| 10.00000 860.00| 13.00000 1118.00
OVERLAY SOLID LINES | | |
0136 0030.90 LUMP| 24000.00000 24000.00| 15000.00000 15000.00| 14000.00000 14000.00
MOBILIZATION | | |
0137 2001.03 34.000 TON | 15.00000 510.00| 13.25000 450.50| 16.00000 544.00
GRAVEL SURFACE COURSE | | |
0138 8111.00 54.606 STA | 250.00000 13651.50| 297.79000 16261.12| 300.00000 16381.80
SHOULDER SUBGRADE PREPARATION | | |
0139 9005.23 1790.000 TON | 38.75000 69362.50| 38.04000 68091.60| 38.50000 68915.00
ASPHALTIC CONCRETE, TYPE SPS | | |
0140 9005.45 1570.000 TON | 40.00000 62800.00| 40.00000 62800.00| 40.50000 63585.00
ASPHALTIC CONCRETE, TYPE SP4(0.5) | | |
0141 9009.00 366.000 SY | 3.75000 1372.50| 4.00000 1464.00| 4.00000 1464.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0142 9021.01 84.780 TON | 213.00000 18058.14| 200.00000 16956.00| 205.00000 17379.90
PERFORMANCE GRADED BINDER (64-22) | | |
0143 9021.03 96.600 TON | 213.00000 20575.80| 200.00000 19320.00| 205.00000 19803.00
PERFORMANCE GRADED BINDER (58-28) | | |
0144 9034.00 366.000 SY | 3.45000 1262.70| 4.00000 1464.00| 4.10000 1500.60
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0145 9053.00 1740.000 GAL | 1.15000 2001.00| 1.25000 2175.00| 1.30000 2262.00
TACK COAT | | |
0146 9111.00 27.000 MGAL| 10.00000 270.00| 9.46000 255.42| 10.00000 270.00
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A1 COUNTIES : GAGE
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 1742 |(2) 1809 |(3) 0880
|HERBST CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0147 9179.80 8.000 EACH| 825.00000 6600.00| 1250.00000 10000.00| 1300.00000 10400.00
MILLING CONCRETE FOR INLAYS | | |
0148 9188.50 968.000 SY | 25.00000 24200.00| 30.00000 29040.00| 31.00000 30008.00
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 246,341.14| $ 244,567.64| $ 248,190.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 10 GENERAL ITEMS
| | |
0149 0001.08 18030.000 BDAY| 0.50000 9015.00| 0.50000 9015.00| 0.50000 9015.00
BARRICADE, TYPE II | | |
0150 0001.10 7750.000 BDAY| 1.10000 8525.00| 1.65000 12787.50| 1.20000 9300.00
BARRICADE, TYPE III | | |
0151 0001.30 2128.000 LDAY| 1.20000 2553.60| 2.25000 4788.00| 1.25000 2660.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0152 0001.90 17414.000 EACH| 0.55000 9577.70| 0.25000 4353.50| 0.60000 10448.40
SIGN DAY | | |
0153 0002.30 400.000 LF | 0.60000 240.00| 2.00000 800.00| 0.65000 260.00
PAVEMENT MARKING REMOVAL | | |
0154 0002.38 2100.000 LF | 0.40000 840.00| 0.50000 1050.00| 0.45000 945.00
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0155 0003.10 80.000 DAY | 200.00000 16000.00| 140.00000 11200.00| 205.00000 16400.00
FLAGGING | | |
0156 0010.04 1.000 EACH| 3000.00000 3000.00| 3500.00000 3500.00| 3000.00000 3000.00
FIELD OFFICE | | |
0157 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0158 0030.00 LUMP| 5700.00000 5700.00| 4000.00000 4000.00| 6000.00000 6000.00
MOBILIZATION | | |
0159 9110.01 10.000 HOUR| 65.00000 650.00| 80.00000 800.00| 60.00000 600.00
RENTAL OF LOADER, FULLY OPERATED | | |
0160 9110.03 10.000 HOUR| 50.00000 500.00| 70.00000 700.00| 40.00000 400.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0161 9110.07 10.000 HOUR| 45.00000 450.00| 70.00000 700.00| 50.00000 500.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 57,851.30| $ 54,494.00| $ 60,328.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,148,561.59| $ 2,220,150.96| $ 2,252,770.58
====================================================================================================================================