|
Contract Letting March 14, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F01 CONTRACT ID : 1248A COUNTIES : GAGE
LETTING DATE : 03/14/02 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 0880 CHRISTENSEN BROS., INC. $ 2,878,056.86 100.0000%
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A COUNTIES : GAGE
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 0880 | |
|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| 2000.00000 4900.00| |
TEMPORARY SEEDING | | |
0002 L020.00 12615.000 SY | 1.95000 24599.25| |
EROSION CONTROL | | |
0003 L020.01 80.000 SY | 5.70000 456.00| |
EROSION CONTROL, TYPE A | | |
0004 L020.09 285.000 SY | 17.00000 4845.00| |
EROSION CONTROL, TYPE AAA | | |
0005 L020.10 145.000 SY | 2.50000 362.50| |
EROSION CONTROL, TYPE HV | | |
0006 L021.01 3.000 BALE| 21.00000 63.00| |
EROSION CHECKS, TYPE A | | |
0007 L022.11 575.600 LF | 2.80000 1611.68| |
FABRIC SILT FENCE-LOW POROSITY | | |
0008 L022.25 3018.700 LF | 3.60000 10867.32| |
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0009 L022.75 166.000 LF | 10.00000 1660.00| |
TEMPORARY SILT CHECK | | |
0010 P300.72 384.000 LF | 85.00000 32640.00| |
72" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0011 0030.10 LUMP| 7000.00000 7000.00| |
MOBILIZATION | | |
0012 1009.00 LUMP| 7000.00000 7000.00| |
GENERAL CLEARING AND GRUBBING | | |
0013 1010.01 17961.000 CY | 2.45000 44004.45| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0014 1011.00 173.000 MGAL| 4.10000 709.30| |
WATER | | |
0015 1012.00 13.000 EACH| 75.00000 975.00| |
RIGHT-OF-WAY MARKERS | | |
0016 1017.00 0.700 LS | 38000.00000 38000.00| |
CONSTRUCTION STAKING AND SURVEYING | | |
0017 1030.00 22835.000 CY | 3.10000 70788.50| |
EARTHWORK MEASURED IN EMBANKMENT | | |
0018 1033.00 2.350 STA | 4300.00000 10105.00| |
ROADWAY GRADING | | |
0019 1101.00 1286.000 SY | 4.00000 5144.00| |
REMOVE PAVEMENT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A COUNTIES : GAGE
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 0880 | |
|CHRISTENSEN BROS., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1102.00 7937.000 SY | 3.10000 24604.70| |
REMOVE ASPHALT SURFACE | | |
0021 1143.00 34.000 LF | 10.50000 357.00| |
REMOVE DRIVEWAY CULVERT PIPE | | |
0022 1405.00 34.000 LF | 10.50000 357.00| |
RELAYING DRIVEWAY CULVERT PIPE | | |
0023 1701.24 68.000 LF | 21.00000 1428.00| |
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,| | |
6,7 OR 8 | | |
0024 1701.42 96.000 LF | 40.00000 3840.00| |
42" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,| | |
6,7 OR 8 | | |
0025 2001.03 34.000 TON | 24.00000 816.00| |
GRAVEL SURFACE COURSE | | |
0026 7017.00 916.000 LF | 1.30000 1190.80| |
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 298,324.50| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 602+72.87
1-82' SPAN STEEL ROLLED BEAM BRIDGE
| | |
0027 0030.60 LUMP| 36000.00000 36000.00| |
MOBILIZATION | | |
0028 1010.01 616.000 CY | 5.00000 3080.00| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0029 3050.15 207.700 CY | 220.00000 45694.00| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0030 3051.10 23856.000 LB | 0.80000 19084.80| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0031 6000.10 40.000 LS | 16000.00000 16000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0032 6000.11 40.000 LS | 16000.00000 16000.00| |
ABUTMENT NO.2 EXCAVATION | | |
0033 6005.35 92.700 LF | 70.00000 6489.00| |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0034 6005.60 4.000 EACH| 900.00000 3600.00| |
ELASTOMERIC BEARING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A COUNTIES : GAGE
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 0880 | |
|CHRISTENSEN BROS., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 6007.01 214.000 SY | 20.00000 4280.00| |
CLASS I REPAIR | | |
0036 6007.02 56.000 SY | 120.00000 6720.00| |
CLASS II REPAIR | | |
0037 6007.03 5.000 SY | 200.00000 1000.00| |
CLASS III REPAIR | | |
0038 6008.40 400.900 SY | 70.00000 28063.00| |
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0039 6010.22 36.700 CY | 630.00000 23121.00| |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0040 6010.26 82.300 CY | 580.00000 47734.00| |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0041 6016.02 22.400 CY | 520.00000 11648.00| |
CONCRETE FOR OVERLAYS-SF | | |
0042 6030.00 1.000 EACH| 74000.00000 74000.00| |
PREPARATION OF BRIDGE AT STA. 602+72.87 | | |
0043 6071.10 34546.000 LS | 52000.00000 52000.00| |
STEEL SUPERSTRUCTURE AT STA. 602+72.87 | | |
0044 6104.00 9.200 TON | 20.00000 184.00| |
BROKEN CONCRETE RIPRAP | | |
0045 6105.02 370.800 TON | 32.00000 11865.60| |
ROCK RIPRAP, TYPE B | | |
0046 6131.50 24929.000 LB | 0.70000 17450.30| |
EPOXY COATED REINFORCING STEEL | | |
0047 6210.50 810.000 LF | 27.00000 21870.00| |
PIPE PILING | | |
0048 8091.00 60.600 CY | 24.00000 1454.40| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 447,338.10| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6A BRIDGE AT STA. 494+07.88 ALT AA1
1-88.5' SIMPLE SPAN STEEL ROLLED BEAM BRIDGE
| | |
0049 0030.60 LUMP| 45000.00000 45000.00| |
MOBILIZATION | | |
0050 1010.01 746.000 CY | 5.00000 3730.00| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0051 3050.15 210.000 CY | 220.00000 46200.00| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A COUNTIES : GAGE
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 0880 | |
|CHRISTENSEN BROS., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 3051.10 23572.000 LB | 0.80000 18857.60| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0053 6000.10 10.000 LS | 20000.00000 20000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0054 6000.11 10.000 LS | 20000.00000 20000.00| |
ABUTMENT NO.2 EXCAVATION | | |
0055 6005.35 92.700 LF | 70.00000 6489.00| |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0056 6005.60 10.000 EACH| 1200.00000 12000.00| |
ELASTOMERIC BEARING | | |
0057 6010.22 66.200 CY | 520.00000 34424.00| |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0058 6010.26 164.500 CY | 350.00000 57575.00| |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0059 6040.00 1.000 EACH| 42000.00000 42000.00| |
REMOVE STRUCTURE AT STA. 494+01.32 | | |
0060 6071.10 97322.000 LS | 87000.00000 87000.00| |
STEEL SUPERSTRUCTURE AT STA. 494+07.88 | | |
0061 6104.00 30.000 TON | 20.00000 600.00| |
BROKEN CONCRETE RIPRAP | | |
0062 6105.02 655.000 TON | 32.00000 20960.00| |
ROCK RIPRAP, TYPE B | | |
0063 6131.50 36868.000 LB | 0.60000 22120.80| |
EPOXY COATED REINFORCING STEEL | | |
0064 6139.50 85.000 SY | 40.00000 3400.00| |
SUBSURFACE DRAINAGE MATTING | | |
0065 6210.12 800.000 LF | 24.00000 19200.00| |
HP 10"X42# STEEL PILING | | |
0066 6310.00 3743.300 SF | 14.00000 52406.20| |
STEEL SHEET PILING | | |
0067 6951.12 1200.000 EACH| 2.50000 3000.00| |
SHEAR CONNECTORS | | |
0068 8091.00 580.000 CY | 30.00000 17400.00| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 532,362.60| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6B BRIDGE AT STA. 494+07.88 ALT AA2
1-88.5' SPAN PRESTRESSED CONCRETE GIRDER NU1100 BRIDGE
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A COUNTIES : GAGE
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 0880 | |
|CHRISTENSEN BROS., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 0030.60 LUMP| | |
MOBILIZATION | | |
0070 1010.01 746.000 CY | | |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0071 3050.15 210.000 CY | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0072 3051.10 23572.000 LB | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0073 6000.10 10.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0074 6000.11 10.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0075 6005.35 92.700 LF | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0076 6005.60 10.000 EACH| | |
ELASTOMERIC BEARING | | |
0077 6010.22 67.200 CY | | |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0078 6010.26 154.600 CY | | |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0079 6011.11 78.000 LS | | |
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE 494+07.88 | | |
0080 6040.00 1.000 EACH| | |
REMOVE STRUCTURE AT STA. 494+01.32 | | |
0081 6104.00 30.000 TON | | |
BROKEN CONCRETE RIPRAP | | |
0082 6105.02 655.000 TON | | |
ROCK RIPRAP, TYPE B | | |
0083 6131.50 36868.000 LB | | |
EPOXY COATED REINFORCING STEEL | | |
0084 6139.50 85.000 SY | | |
SUBSURFACE DRAINAGE MATTING | | |
0085 6210.12 800.000 LF | | |
HP 10"X42# STEEL PILING | | |
0086 6310.00 3743.300 SF | | |
STEEL SHEET PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A COUNTIES : GAGE
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 0880 | |
|CHRISTENSEN BROS., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0087 8091.00 580.000 CY | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | |
------------------------------------------+----------------------------+----------------------------+-------------------------------
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
| | |
0088 0030.60 LUMP| | |
MOBILIZATION | | |
0089 1010.01 3555.000 CY | | |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0090 3050.15 210.000 CY | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0091 3051.10 23166.000 LB | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0092 6000.10 50.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0093 6000.11 50.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0094 6005.35 92.670 LF | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0095 6005.60 20.000 EACH| | |
ELASTOMERIC BEARING | | |
0096 6010.22 118.500 CY | | |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0097 6010.26 293.800 CY | | |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0098 6030.01 1.000 EACH| | |
PREPARATION OF BRIDGE AT STA. 408+93.53 | | |
0099 6071.11 227845.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. 408+93.53 | | |
0100 6104.00 205.000 TON | | |
BROKEN CONCRETE RIPRAP | | |
0101 6105.02 535.000 TON | | |
ROCK RIPRAP, TYPE B | | |
0102 6131.50 89716.000 LB | | |
EPOXY COATED REINFORCING STEEL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A COUNTIES : GAGE
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 0880 | |
|CHRISTENSEN BROS., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0103 6139.50 60.900 SY | | |
SUBSURFACE DRAINAGE MATTING | | |
0104 6251.40 36.000 LF | | |
ROCK SOCKET | | |
0105 6251.50 31.800 LF | | |
DRILLED SHAFT | | |
0106 6614.10 2.000 EACH| | |
TEMPORARY SUPPORTS | | |
0107 6951.12 2475.000 EACH| | |
SHEAR CONNECTORS | | |
0108 8091.00 140.000 CY | | |
GRANULAR BACKFILL | | |
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
| | |
0109 0030.60 LUMP| 90000.00000 90000.00| |
MOBILIZATION | | |
0110 1010.01 3555.000 CY | 5.00000 17775.00| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0111 3050.15 210.000 CY | 240.00000 50400.00| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0112 3051.10 23166.000 LB | 0.80000 18532.80| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0113 6000.10 50.000 LS | 20000.00000 20000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0114 6000.11 50.000 LS | 20000.00000 20000.00| |
ABUTMENT NO.2 EXCAVATION | | |
0115 6005.35 92.670 LF | 90.00000 8340.30| |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0116 6005.60 30.000 EACH| 1000.00000 30000.00| |
ELASTOMERIC BEARING | | |
0117 6010.22 118.000 CY | 520.00000 61360.00| |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0118 6010.26 369.600 CY | 280.00000 103488.00| |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A COUNTIES : GAGE
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 0880 | |
|CHRISTENSEN BROS., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0119 6011.11 204.900 LS | 190000.00000 190000.00| |
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 408+93.53 | | |
0120 6030.02 1.000 EACH| 105000.00000 105000.00| |
PREPARATION OF BRIDGE AT STA. 408+93.53 | | |
0121 6104.00 205.000 TON | 20.00000 4100.00| |
BROKEN CONCRETE RIPRAP | | |
0122 6105.02 535.000 TON | 30.00000 16050.00| |
ROCK RIPRAP, TYPE B | | |
0123 6131.50 102523.000 LB | 0.60000 61513.80| |
EPOXY COATED REINFORCING STEEL | | |
0124 6139.50 60.900 SY | 40.00000 2436.00| |
SUBSURFACE DRAINAGE MATTING | | |
0125 6251.40 36.000 LF | 920.00000 33120.00| |
ROCK SOCKET | | |
0126 6251.50 31.800 LF | 820.00000 26076.00| |
DRILLED SHAFT | | |
0127 6614.10 2.000 EACH| 42000.00000 84000.00| |
TEMPORARY SUPPORTS | | |
0128 8091.00 140.000 CY | 30.00000 4200.00| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 946,391.90| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6E BRIDGE AT R.P. 000.380
1-49.00 FT. SPAN PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0129 0030.60 LUMP| 2000.00000 2000.00| |
MOBILIZATION | | |
0130 6010.26 10.200 CY | 600.00000 6120.00| |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0131 6020.00 1500.000 LB | 1.30000 1950.00| |
REINFORCING STEEL FOR BRIDGE | | |
0132 6030.00 1.000 EACH| 5000.00000 5000.00| |
PREPARATION OF BRIDGE AT REF. POST 0+38 | | |
SECTION TOTALS | $ 15,070.00| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 7 GUARDRAIL
| | |
0133 0030.70 LUMP| 500.00000 500.00| |
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A COUNTIES : GAGE
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 0880 | |
|CHRISTENSEN BROS., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0134 7001.50 3.000 EACH| 320.00000 960.00| |
CULVERT MOUNTED GUARDRAIL POST | | |
0135 7011.20 750.000 LF | 11.00000 8250.00| |
W-BEAM GUARDRAIL | | |
0136 7020.00 16.000 EACH| 980.00000 15680.00| |
BRIDGE APPROACH SECTIONS | | |
0137 7024.25 1.000 EACH| 1800.00000 1800.00| |
GUARDRAIL END TREATMENT, TYPE I | | |
0138 7024.27 17.000 EACH| 1600.00000 27200.00| |
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 54,390.00| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 8B ELECTRICAL
| | |
0139 A780.05 1.000 EACH| 14000.00000 14000.00| |
TEMPORARY LIGHTING SYSTEM | | |
0140 A800.56 10.000 DAY | 35.00000 350.00| |
OPERATION AND MAINTENANCE OF TEMPORARY | | |
LIGHTING SYSTEM | | |
0141 0030.81 LUMP| 500.00000 500.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 14,850.00| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 9 BITUMINOUS
| | |
0142 0002.55 43.000 STA | 15.00000 645.00| |
OVERLAY BROKEN LINES | | |
0143 0002.60 86.000 STA | 15.00000 1290.00| |
OVERLAY SOLID LINES | | |
0144 0030.90 LUMP| 20000.00000 20000.00| |
MOBILIZATION | | |
0145 8111.00 54.606 STA | 300.00000 16381.80| |
SHOULDER SUBGRADE PREPARATION | | |
0146 9005.23 1790.000 TON | 38.00000 68020.00| |
ASPHALTIC CONCRETE, TYPE SPS | | |
0147 9005.45 5210.000 TON | 39.00000 203190.00| |
ASPHALTIC CONCRETE, TYPE SP4(0.5) | | |
0148 9009.00 366.000 SY | 4.40000 1610.40| |
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A COUNTIES : GAGE
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 0880 | |
|CHRISTENSEN BROS., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0149 9021.01 281.340 TON | 170.00000 47827.80| |
PERFORMANCE GRADED BINDER (64-22) | | |
0150 9021.03 96.600 TON | 170.00000 16422.00| |
PERFORMANCE GRADED BINDER (58-28) | | |
0151 9034.00 366.000 SY | 4.60000 1683.60| |
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0152 9053.00 2570.000 GAL | 1.30000 3341.00| |
TACK COAT | | |
0153 9111.00 73.000 MGAL| 10.00000 730.00| |
WATER | | |
0154 9170.00 61.643 STA | 105.00000 6472.52| |
EARTH SHOULDER CONSTRUCTION | | |
0155 9173.00 54.606 STA | 140.00000 7644.84| |
SUBGRADE PREPARATION | | |
0156 9179.80 8.000 EACH| 1200.00000 9600.00| |
MILLING CONCRETE FOR INLAYS | | |
0157 9188.50 968.000 SY | 26.00000 25168.00| |
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 430,026.96| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 10 GENERAL ITEMS
| | |
0158 0001.08 5312.000 BDAY| 0.50000 2656.00| |
BARRICADE, TYPE II | | |
0159 0001.10 4372.000 BDAY| 1.20000 5246.40| |
BARRICADE, TYPE III | | |
0160 0001.30 1716.000 LDAY| 1.10000 1887.60| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0161 0001.90 17838.000 EACH| 0.60000 10702.80| |
SIGN DAY | | |
0162 0002.30 2800.000 LF | 0.50000 1400.00| |
PAVEMENT MARKING REMOVAL | | |
0163 0002.38 17400.000 LF | 0.45000 7830.00| |
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0164 0003.10 30.000 DAY | 210.00000 6300.00| |
FLAGGING | | |
0165 0003.50 3580.000 LF | 18.00000 64440.00| |
CONCRETE PROTECTION BARRIER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1248A COUNTIES : GAGE
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-EACBR-77-1(127)
STPP-S34D(102)
====================================================================================================================================
|(1) 0880 | |
|CHRISTENSEN BROS., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0166 0003.56 920.000 LF | 7.00000 6440.00| |
RELOCATE CONCRETE PROTECTION BARRIER | | |
0167 0003.70 4.000 EACH| 500.00000 2000.00| |
TEMPORARY RUMBLE STRIP | | |
0168 0003.75 1.000 EACH| 9000.00000 9000.00| |
TEMPORARY TRAFFIC SIGNAL | | |
0169 0010.04 1.000 EACH| 4000.00000 4000.00| |
FIELD OFFICE | | |
0170 0020.00 1000.000 HOUR| 0.80000 800.00| |
TRAINING | | |
0171 0030.00 LUMP| 15000.00000 15000.00| |
MOBILIZATION | | |
0172 9110.01 10.000 HOUR| 65.00000 650.00| |
RENTAL OF LOADER, FULLY OPERATED | | |
0173 9110.03 10.000 HOUR| 50.00000 500.00| |
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0174 9110.07 10.000 HOUR| 45.00000 450.00| |
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 139,302.80| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,878,056.86| |
====================================================================================================================================