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Last Updated:
02/07/2003
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February 06, 2003
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : 2
VENDOR RANKING
CALL ORDER : F16 CONTRACT ID : 4318X COUNTIES : HAMILTON
LETTING DATE : 02/06/03 DISTRICT : 4
CONTRACT DESCRIPTION : PROJECT(S) : STPD-2-5(102)
ON N-2 OVER I-80
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0137 THIS LETTING IS LIMITED TO 1.--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1809 CAPITAL CONTRACTORS, INC. $ 1,487,344.88 100.0000%
2 0137 JUDDS BROS. CONSTRUCTION CO. $ 1,534,255.97 103.1540%
3 0880 CHRISTENSEN BROS., INC. $ 1,571,551.48 105.6615%
4 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 1,827,707.64 122.8839%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F16 -3
TABULATION OF BIDSCALL ORDER : F16 CONTRACT ID : 4318X COUNTIES : HAMILTON
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4====================================================================================================================================
|( 1 ) 1809 |( 2 ) 0137 |( 3 ) 0880
|CAPITAL CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO |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 0030.10 LUMP| 13500.00000 13500.00| 10500.00000 10500.00| 2500.00000 2500.00
MOBILIZATION | | |
0002 1009.00 LUMP| 5200.00000 5200.00| 3000.00000 3000.00| 1200.00000 1200.00
GENERAL CLEARING AND GRUBBING | | |
0003 1011.00 37.000 MGAL| 11.50000 425.50| 10.00000 370.00| 9.00000 333.00
WATER | | |
0004 1017.00 0.303 LS | 15000.00000 15000.00| 11200.00000 11200.00| 16000.00000 16000.00
CONSTRUCTION STAKING AND SURVEYING | | |
0005 1030.00 3710.000 CY | 4.50000 16695.00| 6.98000 25895.80| 5.00000 18550.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0006 1101.00 2536.000 SY | 4.60000 11665.60| 4.59000 11640.24| 5.25000 13314.00
REMOVE PAVEMENT | | |
0007 1102.00 1814.000 SY | 4.60000 8344.40| 4.25000 7709.50| 4.00000 7256.00
REMOVE ASPHALT SURFACE | | |
0008 7017.00 825.000 LF | 3.00000 2475.00| 1.80000 1485.00| 2.00000 1650.00
REMOVE GUARDRAIL | | |
0009 9110.01 20.000 HOUR| 95.00000 1900.00| 79.00000 1580.00| 100.00000 2000.00
RENTAL OF LOADER, FULLY OPERATED | | |
0010 9110.03 20.000 HOUR| 50.00000 1000.00| 55.00000 1100.00| 50.00000 1000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0011 9110.06 20.000 HOUR| 80.00000 1600.00| 68.00000 1360.00| 100.00000 2000.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0012 9110.07 20.000 HOUR| 50.00000 1000.00| 68.00000 1360.00| 50.00000 1000.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0013 L020.00 11000.000 SY | 1.35000 14850.00| 1.25000 13750.00| 1.55000 17050.00
EROSION CONTROL | | |
0014 L022.11 1800.000 LF | 2.50000 4500.00| 2.20000 3960.00| 2.10000 3780.00
FABRIC SILT FENCE-LOW POROSITY | | |
SECTION TOTALS | $ 98,155.50| $ 94,910.54| $ 87,633.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0015 0030.30 LUMP| 2000.00000 2000.00| 10900.00000 10900.00| 5000.00000 5000.00
MOBILIZATION | | |
0016 3075.12 1814.000 SY | 21.00000 38094.00| 18.75000 34012.50| 18.75000 34012.50
6" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0017 3075.46 2186.000 SY | 28.00000 61208.00| 27.75000 60661.50| 27.75000 60661.50
9" DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-3500 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F16 -4
TABULATION OF BIDSCALL ORDER : F16 CONTRACT ID : 4318X COUNTIES : HAMILTON
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4====================================================================================================================================
|( 1 ) 1809 |( 2 ) 0137 |( 3 ) 0880
|CAPITAL CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 7502.04 2400.000 LF | 2.35000 5640.00| 2.00000 4800.00| 2.26000 5424.00
4" WHITE PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0019 7503.04 2400.000 LF | 2.35000 5640.00| 2.00000 4800.00| 2.35000 5640.00
4" YELLOW PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0020 8029.10 4000.000 SY | 5.25000 21000.00| 4.81000 19240.00| 4.81000 19240.00
AGGREGATE FOUNDATION COURSE-D 4" | | |
0021 9111.00 15.000 MGAL| 8.50000 127.50| 8.00000 120.00| 8.00000 120.00
WATER | | |
0022 9170.00 16.400 STA | 290.00000 4756.00| 100.00000 1640.00| 100.00000 1640.00
EARTH SHOULDER CONSTRUCTION | | |
0023 9173.20 4000.000 SY | 1.45000 5800.00| 1.15000 4600.00| 1.15000 4600.00
SUBGRADE PREPARATION | | |
0024 9188.50 315.000 SY | 25.00000 7875.00| 20.00000 6300.00| 20.00000 6300.00
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 152,140.50| $ 147,074.00| $ 142,638.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0025 0030.40 LUMP| 2000.00000 2000.00| 4200.00000 4200.00| 2500.00000 2500.00
MOBILIZATION | | |
0026 1118.25 2.000 EACH| 100.00000 200.00| 174.00000 348.00| 300.00000 600.00
REMOVE SPLASH BASIN | | |
0027 1119.00 4.000 EACH| 180.00000 720.00| 258.00000 1032.00| 250.00000 1000.00
REMOVE INLET | | |
0028 4011.45 4.000 EACH| 2300.00000 9200.00| 2500.00000 10000.00| 3055.00000 12220.00
SLOTTED VANE INLET | | |
0029 4050.01 302.000 CY | 21.50000 6493.00| 9.10000 2748.20| 20.00000 6040.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0030 4310.18 4.000 EACH| 400.00000 1600.00| 231.00000 924.00| 210.00000 840.00
18" FLARED-END SECTION | | |
0031 P402.18 432.000 LF | 25.00000 10800.00| 25.92000 11197.44| 36.25000 15660.00
18" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
SECTION TOTALS | $ 31,013.00| $ 30,449.64| $ 38,860.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 15+00 2-SPANS AT 139'.0" SPAN STEEL BOX GIRDER BRIDGE
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F16 -5
TABULATION OF BIDSCALL ORDER : F16 CONTRACT ID : 4318X COUNTIES : HAMILTON
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4====================================================================================================================================
|( 1 ) 1809 |( 2 ) 0137 |( 3 ) 0880
|CAPITAL CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0032 0030.60 LUMP| 73000.00000 73000.00| 30000.00000 30000.00| 100000.00000 100000.00
MOBILIZATION | | |
0033 3050.15 225.000 CY | 225.00000 50625.00| 196.00000 44100.00| 320.00000 72000.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0034 3051.10 26209.000 LB | 0.60000 15725.40| 0.79000 20705.11| 0.60000 15725.40
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0035 6000.10 100.000 LS | 10000.00000 10000.00| 7000.00000 7000.00| 5000.00000 5000.00
ABUTMENT NO.1 EXCAVATION | | |
0036 6000.11 100.000 LS | 10000.00000 10000.00| 7000.00000 7000.00| 5000.00000 5000.00
ABUTMENT NO.2 EXCAVATION | | |
0037 6000.20 72.000 LS | 25000.00000 25000.00| 9000.00000 9000.00| 20000.00000 20000.00
PIER NO.1 EXCAVATION | | |
0038 6005.35 92.700 LF | 35.00000 3244.50| 80.00000 7416.00| 90.00000 8343.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0039 6010.22 234.500 CY | 350.00000 82075.00| 640.00000 150080.00| 300.00000 70350.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0040 6010.26 374.800 CY | 360.00000 134928.00| 465.00000 174282.00| 310.00000 116188.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0041 6010.28 31.200 CY | 370.00000 11544.00| 480.00000 14976.00| 300.00000 9360.00
CLASS 47BD-5000 CONCRETE FOR BRIDGE | | |
0042 6040.00 1.000 EACH| 85000.00000 85000.00| 40000.00000 40000.00| 110000.00000 110000.00
REMOVE STRUCTURE AT STA. 15+00 | | |
0043 6071.11 356779.000 LS | 388000.00000 388000.00| 460000.00000 460000.00| 470000.00000 470000.00
STEEL SUPERSTRUCTURE AT STA. 15+00 | | |
0044 6080.00 2918.000 LB | 3.00000 8754.00| 3.00000 8754.00| 3.50000 10213.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0045 6107.00 414.600 SY | 40.00000 16584.00| 50.00000 20730.00| 55.00000 22803.00
CONCRETE SLOPE PROTECTION | | |
0046 6131.50 110132.000 LB | 0.60000 66079.20| 0.40000 44052.80| 0.60000 66079.20
EPOXY COATED REINFORCING STEEL | | |
0047 6139.50 95.400 SY | 25.00000 2385.00| 25.00000 2385.00| 25.00000 2385.00
SUBSURFACE DRAINAGE MATTING | | |
0048 6210.50 4050.000 LF | 20.00000 81000.00| 20.00000 81000.00| 18.00000 72900.00
PIPE PILING | | |
0049 8091.00 444.000 CY | 25.00000 11100.00| 30.00000 13320.00| 21.00000 9324.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,075,044.10| $ 1,134,800.91| $ 1,185,670.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F16 -6
TABULATION OF BIDSCALL ORDER : F16 CONTRACT ID : 4318X COUNTIES : HAMILTON
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4====================================================================================================================================
|( 1 ) 1809 |( 2 ) 0137 |( 3 ) 0880
|CAPITAL CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 0030.70 LUMP| 200.00000 200.00| 1300.00000 1300.00| 200.00000 200.00
MOBILIZATION | | |
0051 7011.20 325.000 LF | 11.02000 3581.50| 11.02000 3581.50| 11.02000 3581.50
W-BEAM GUARDRAIL | | |
0052 7011.30 162.500 LF | 19.83000 3222.38| 19.83000 3222.38| 19.83000 3222.38
THRIE-BEAM GUARDRAIL | | |
0053 7020.00 4.000 EACH| 1058.00000 4232.00| 1058.00000 4232.00| 1058.00000 4232.00
BRIDGE APPROACH SECTIONS | | |
0054 7022.50 2.000 EACH| 4329.00000 8658.00| 4329.00000 8658.00| 4329.00000 8658.00
BULLNOSE-12.5' | | |
0055 7024.27 4.000 EACH| 1378.00000 5512.00| 1378.00000 5512.00| 1378.00000 5512.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 25,405.88| $ 26,505.88| $ 25,405.88
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0056 0001.08 1460.000 BDAY| 0.50000 730.00| 0.50000 730.00| 0.50000 730.00
BARRICADE, TYPE II | | |
0057 0001.10 6008.000 BDAY| 2.40000 14419.20| 2.00000 12016.00| 0.85000 5106.80
BARRICADE, TYPE III | | |
0058 0001.75 998.000 EACH| 6.25000 6237.50| 2.25000 2245.50| 2.00000 1996.00
TEMPORARY SIGN DAY | | |
0059 0001.90 10862.000 EACH| 0.60000 6517.20| 0.25000 2715.50| 0.60000 6517.20
SIGN DAY | | |
0060 0001.98 32.000 EACH| 2.25000 72.00| 0.25000 8.00| 2.00000 64.00
CONTRACTOR FURNISHED SIGN | | |
0061 0002.97 38.000 DAY | 45.00000 1710.00| 50.00000 1900.00| 30.00000 1140.00
FLASHING ARROW PANEL | | |
0062 0003.10 30.000 DAY | 120.00000 3600.00| 100.00000 3000.00| 225.00000 6750.00
FLAGGING | | |
0063 0003.51 800.000 LF | 15.00000 12000.00| 20.00000 16000.00| 11.00000 8800.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0064 0003.56 800.000 LF | 10.00000 8000.00| 5.00000 4000.00| 11.00000 8800.00
RELOCATE CONCRETE PROTECTION BARRIER | | |
0065 0003.58 4.000 EACH| 4000.00000 16000.00| 3500.00000 14000.00| 2700.00000 10800.00
INERTIAL BARRIER SYSTEM | | |
0066 0005.10 244.000 DAY | 125.00000 30500.00| 150.00000 36600.00| 110.00000 26840.00
TRAFFIC CONTROL MANAGEMENT | | |
0067 0010.04 1.000 EACH| 5000.00000 5000.00| 3000.00000 3000.00| 3000.00000 3000.00
FIELD OFFICE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F16 -7
TABULATION OF BIDSCALL ORDER : F16 CONTRACT ID : 4318X COUNTIES : HAMILTON
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4====================================================================================================================================
|( 1 ) 1809 |( 2 ) 0137 |( 3 ) 0880
|CAPITAL CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0068 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0069 0030.10 LUMP| 0.00000 0.00| 3500.00000 3500.00| 10000.00000 10000.00
MOBILIZATION | | |
SECTION TOTALS | $ 105,585.90| $ 100,515.00| $ 91,344.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,487,344.88| $ 1,534,255.97| $ 1,571,551.48
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F16 -8
TABULATION OF BIDSCALL ORDER : F16 CONTRACT ID : 4318X COUNTIES : HAMILTON
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4====================================================================================================================================
|( 4 ) 2853 |( ) |( )
|SIMON CONTRACTORS AND SUBSI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 7400.00000 7400.00| |
MOBILIZATION | | |
0002 1009.00 LUMP| 1600.00000 1600.00| |
GENERAL CLEARING AND GRUBBING | | |
0003 1011.00 37.000 MGAL| 25.00000 925.00| |
WATER | | |
0004 1017.00 0.303 LS | 12700.00000 12700.00| |
CONSTRUCTION STAKING AND SURVEYING | | |
0005 1030.00 3710.000 CY | 7.70000 28567.00| |
EARTHWORK MEASURED IN EMBANKMENT | | |
0006 1101.00 2536.000 SY | 9.10000 23077.60| |
REMOVE PAVEMENT | | |
0007 1102.00 1814.000 SY | 4.60000 8344.40| |
REMOVE ASPHALT SURFACE | | |
0008 7017.00 825.000 LF | 2.30000 1897.50| |
REMOVE GUARDRAIL | | |
0009 9110.01 20.000 HOUR| 60.00000 1200.00| |
RENTAL OF LOADER, FULLY OPERATED | | |
0010 9110.03 20.000 HOUR| 53.00000 1060.00| |
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0011 9110.06 20.000 HOUR| 82.00000 1640.00| |
RENTAL OF BACKHOE, FULLY OPERATED | | |
0012 9110.07 20.000 HOUR| 52.00000 1040.00| |
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0013 L020.00 11000.000 SY | 1.75000 19250.00| |
EROSION CONTROL | | |
0014 L022.11 1800.000 LF | 2.40000 4320.00| |
FABRIC SILT FENCE-LOW POROSITY | | |
SECTION TOTALS | $ 113,021.50| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0015 0030.30 LUMP| 2270.00000 2270.00| |
MOBILIZATION | | |
0016 3075.12 1814.000 SY | 24.00000 43536.00| |
6" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0017 3075.46 2186.000 SY | 32.00000 69952.00| |
9" DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-3500 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F16 -9
TABULATION OF BIDSCALL ORDER : F16 CONTRACT ID : 4318X COUNTIES : HAMILTON
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4====================================================================================================================================
|( 4 ) 2853 |( ) |( )
|SIMON CONTRACTORS AND SUBSI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 7502.04 2400.000 LF | 2.60000 6240.00| |
4" WHITE PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0019 7503.04 2400.000 LF | 2.65000 6360.00| |
4" YELLOW PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0020 8029.10 4000.000 SY | 6.00000 24000.00| |
AGGREGATE FOUNDATION COURSE-D 4" | | |
0021 9111.00 15.000 MGAL| 9.60000 144.00| |
WATER | | |
0022 9170.00 16.400 STA | 330.00000 5412.00| |
EARTH SHOULDER CONSTRUCTION | | |
0023 9173.20 4000.000 SY | 1.65000 6600.00| |
SUBGRADE PREPARATION | | |
0024 9188.50 315.000 SY | 28.40000 8946.00| |
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 173,460.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0025 0030.40 LUMP| 2200.00000 2200.00| |
MOBILIZATION | | |
0026 1118.25 2.000 EACH| 110.00000 220.00| |
REMOVE SPLASH BASIN | | |
0027 1119.00 4.000 EACH| 200.00000 800.00| |
REMOVE INLET | | |
0028 4011.45 4.000 EACH| 2600.00000 10400.00| |
SLOTTED VANE INLET | | |
0029 4050.01 302.000 CY | 24.50000 7399.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0030 4310.18 4.000 EACH| 450.00000 1800.00| |
18" FLARED-END SECTION | | |
0031 P402.18 432.000 LF | 28.40000 12268.80| |
18" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
SECTION TOTALS | $ 35,087.80| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 15+00 2-SPANS AT 139'.0" SPAN STEEL BOX GIRDER BRIDGE
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F16 -10
TABULATION OF BIDSCALL ORDER : F16 CONTRACT ID : 4318X COUNTIES : HAMILTON
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4====================================================================================================================================
|( 4 ) 2853 |( ) |( )
|SIMON CONTRACTORS AND SUBSI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0032 0030.60 LUMP| 52380.00000 52380.00| |
MOBILIZATION | | |
0033 3050.15 225.000 CY | 240.00000 54000.00| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0034 3051.10 26209.000 LB | 0.42000 11007.78| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0035 6000.10 100.000 LS | 7500.00000 7500.00| |
ABUTMENT NO.1 EXCAVATION | | |
0036 6000.11 100.000 LS | 7500.00000 7500.00| |
ABUTMENT NO.2 EXCAVATION | | |
0037 6000.20 72.000 LS | 14700.00000 14700.00| |
PIER NO.1 EXCAVATION | | |
0038 6005.35 92.700 LF | 60.00000 5562.00| |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0039 6010.22 234.500 CY | 430.00000 100835.00| |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0040 6010.26 374.800 CY | 440.00000 164912.00| |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0041 6010.28 31.200 CY | 250.00000 7800.00| |
CLASS 47BD-5000 CONCRETE FOR BRIDGE | | |
0042 6040.00 1.000 EACH| 176000.00000 176000.00| |
REMOVE STRUCTURE AT STA. 15+00 | | |
0043 6071.11 356779.000 LS | 533500.00000 533500.00| |
STEEL SUPERSTRUCTURE AT STA. 15+00 | | |
0044 6080.00 2918.000 LB | 3.00000 8754.00| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0045 6107.00 414.600 SY | 74.50000 30887.70| |
CONCRETE SLOPE PROTECTION | | |
0046 6131.50 110132.000 LB | 0.75000 82599.00| |
EPOXY COATED REINFORCING STEEL | | |
0047 6139.50 95.400 SY | 60.25000 5747.85| |
SUBSURFACE DRAINAGE MATTING | | |
0048 6210.50 4050.000 LF | 27.15000 109957.50| |
PIPE PILING | | |
0049 8091.00 444.000 CY | 16.40000 7281.60| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,380,924.43| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F16 -11
TABULATION OF BIDSCALL ORDER : F16 CONTRACT ID : 4318X COUNTIES : HAMILTON
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4====================================================================================================================================
|( 4 ) 2853 |( ) |( )
|SIMON CONTRACTORS AND SUBSI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 0030.70 LUMP| 200.00000 200.00| |
MOBILIZATION | | |
0051 7011.20 325.000 LF | 12.50000 4062.50| |
W-BEAM GUARDRAIL | | |
0052 7011.30 162.500 LF | 22.50000 3656.25| |
THRIE-BEAM GUARDRAIL | | |
0053 7020.00 4.000 EACH| 1200.00000 4800.00| |
BRIDGE APPROACH SECTIONS | | |
0054 7022.50 2.000 EACH| 4900.00000 9800.00| |
BULLNOSE-12.5' | | |
0055 7024.27 4.000 EACH| 1560.00000 6240.00| |
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 28,758.75| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0056 0001.08 1460.000 BDAY| 0.50000 730.00| |
BARRICADE, TYPE II | | |
0057 0001.10 6008.000 BDAY| 1.00000 6008.00| |
BARRICADE, TYPE III | | |
0058 0001.75 998.000 EACH| 2.30000 2295.40| |
TEMPORARY SIGN DAY | | |
0059 0001.90 10862.000 EACH| 0.68000 7386.16| |
SIGN DAY | | |
0060 0001.98 32.000 EACH| 2.30000 73.60| |
CONTRACTOR FURNISHED SIGN | | |
0061 0002.97 38.000 DAY | 34.00000 1292.00| |
FLASHING ARROW PANEL | | |
0062 0003.10 30.000 DAY | 245.00000 7350.00| |
FLAGGING | | |
0063 0003.51 800.000 LF | 19.50000 15600.00| |
INSTALL CONCRETE PROTECTION BARRIER | | |
0064 0003.56 800.000 LF | 10.40000 8320.00| |
RELOCATE CONCRETE PROTECTION BARRIER | | |
0065 0003.58 4.000 EACH| 3100.00000 12400.00| |
INERTIAL BARRIER SYSTEM | | |
0066 0005.10 244.000 DAY | 125.00000 30500.00| |
TRAFFIC CONTROL MANAGEMENT | | |
0067 0010.04 1.000 EACH| 1700.00000 1700.00| |
FIELD OFFICE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F16 -12
TABULATION OF BIDSCALL ORDER : F16 CONTRACT ID : 4318X COUNTIES : HAMILTON
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4====================================================================================================================================
|( 4 ) 2853 |( ) |( )
|SIMON CONTRACTORS AND SUBSI | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0068 0020.00 1000.000 HOUR| 0.80000 800.00| |
TRAINING | | |
0069 0030.10 LUMP| 2000.00000 2000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 96,455.16| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,827,707.64| $ 0.00| $
====================================================================================================================================
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