|
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 2
VENDOR RANKING
CALL ORDER : 205 CONTRACT ID : 2064 COUNTIES : DOUGLAS
LETTING DATE : 04/17/08 DISTRICT : 2
CONTRACT DESCRIPTION : PROJECT(S) : BRO-7028(46)
ON A COUNTY ROAD, BENNINGTON SOUTHWEST
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0880 CHRISTENSEN BROS., INC. $ 578,833.62 100.0000%
2 2860 COMMERCIAL CONSTRUCTION, INC. $ 594,574.07 102.7193%
3 1742 HERBST CONSTRUCTION, INC. $ 604,428.02 104.4217%
4 0462 L. J. WEBB CONTRACTOR, INC. $ 644,353.17 111.3192%
5 0774 DIXON CONSTRUCTION CO. $ 669,047.72 115.5855%
6 2817 MCC, LLC $ 691,657.35 119.4916%
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 205 -3
TABULATION OF BIDS
CALL ORDER : 205 CONTRACT ID : 2064 COUNTIES : DOUGLAS
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 0880 |( 2 ) 2860 |( 3 ) 1742
|CHRISTENSEN BROS., INC. |COMMERCIAL CONSTRUCTION, IN |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 0030.10 LUMP| 2000.00000 2000.00| 4600.00000 4600.00| 2000.00000 2000.00
MOBILIZATION | | |
0002 1000.00 1.000 EACH| 520.00000 520.00| 350.00000 350.00| 512.00000 512.00
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 8600.00000 8600.00| 7500.00000 7500.00| 8523.00000 8523.00
GENERAL CLEARING AND GRUBBING | | |
0004 1011.00 24.000 MGAL| 11.00000 264.00| 11.00000 264.00| 11.00000 264.00
WATER | | |
0005 1030.00 1366.000 CY | 11.00000 15026.00| 9.00000 12294.00| 11.00000 15026.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0006 1101.25 12.000 LF | 2.50000 30.00| 2.50000 30.00| 2.50000 30.00
SAWING PAVEMENT | | |
0007 1102.00 1363.000 SY | 4.70000 6406.10| 8.00000 10904.00| 4.62000 6297.06
REMOVE ASPHALT SURFACE | | |
0008 1106.00 184.000 SY | 4.70000 864.80| 8.00000 1472.00| 4.60000 846.40
REMOVE DRIVEWAY | | |
0009 1300.18 24.000 LF | 28.00000 672.00| 20.00000 480.00| 27.50000 660.00
18" DRIVEWAY CULVERT PIPE | | |
0010 1300.24 52.000 LF | 28.00000 1456.00| 22.35000 1162.20| 28.00000 1456.00
24" DRIVEWAY CULVERT PIPE | | |
0011 2010.03 30.000 TON | 25.00000 750.00| 20.02000 600.60| 24.50000 735.00
CRUSHED ROCK SURFACE COURSE | | |
0012 4004.50 270.000 LB | 1.20000 324.00| 2.00000 540.00| 1.11000 299.70
CAST IRON GRATE AND FRAME | | |
0013 4040.00 1.000 EACH| 320.00000 320.00| 325.00000 325.00| 317.00000 317.00
REMOVE HEADWALLS FROM CULVERTS | | |
0014 4050.01 215.000 CY | 5.70000 1225.50| 5.30000 1139.50| 5.66000 1216.90
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0015 4105.59 1.600 CY | 1400.00000 2240.00| 900.00000 1440.00| 1400.00000 2240.00
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0016 4155.50 80.000 LB | 0.50000 40.00| 1.10000 88.00| 0.50000 40.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0017 4350.24 58.000 LF | 28.00000 1624.00| 37.10000 2151.80| 28.00000 1624.00
24" CORRUGATED METAL PIPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 205 -4
TABULATION OF BIDS
CALL ORDER : 205 CONTRACT ID : 2064 COUNTIES : DOUGLAS
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 0880 |( 2 ) 2860 |( 3 ) 1742
|CHRISTENSEN BROS., INC. |COMMERCIAL CONSTRUCTION, IN |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 L006.00 1.000 ACRE| 180.00000 180.00| 500.00000 500.00| 200.00000 200.00
COVER CROP SEEDING | | |
0019 L022.11 1502.000 LF | 2.40000 3604.80| 2.00000 3004.00| 2.50000 3755.00
FABRIC SILT FENCE-LOW POROSITY | | |
SECTION TOTALS | $ 46,147.20| $ 48,845.10| $ 46,042.06
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 11+20.00 2-18'-0" & 1-24'-0" SPANS CONCRETE SLAB CONTINUOUS
| | |
0020 0030.60 LUMP| 38000.00000 38000.00| 25000.00000 25000.00| 32500.00000 32500.00
MOBILIZATION | | |
0021 1043.50 743.000 SY | 2.00000 1486.00| 2.85000 2117.55| 2.00000 1486.00
RIPRAP FILTER FABRIC | | |
0022 3050.15 127.900 CY | 200.00000 25580.00| 250.00000 31975.00| 250.00000 31975.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0023 3051.10 14861.000 LB | 0.80000 11888.80| 1.14000 16941.54| 1.10000 16347.10
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0024 6000.10 115.000 LS | 2000.00000 2000.00| 3500.00000 3500.00| 4000.00000 4000.00
ABUTMENT NO.1 EXCAVATION | | |
0025 6000.11 115.000 LS | 2000.00000 2000.00| 3500.00000 3500.00| 4000.00000 4000.00
ABUTMENT NO.2 EXCAVATION | | |
0026 6001.00 35.000 LS | 6000.00000 6000.00| 3500.00000 3500.00| 8500.00000 8500.00
BENT NO.1 EXCAVATION | | |
0027 6001.01 35.000 LS | 6000.00000 6000.00| 3500.00000 3500.00| 8500.00000 8500.00
BENT NO.2 EXCAVATION | | |
0028 6010.22 147.500 CY | 320.00000 47200.00| 375.00000 55312.50| 340.00000 50150.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0029 6010.26 85.400 CY | 240.00000 20496.00| 433.00000 36978.20| 350.00000 29890.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0030 6040.00 1.000 EACH| 27000.00000 27000.00| 15000.00000 15000.00| 18000.00000 18000.00
REMOVE STRUCTURE AT STA. 11+20 | | |
0031 6080.00 885.400 LB | 7.00000 6197.80| 4.85000 4294.19| 4.00000 3541.60
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0032 6105.02 936.000 TON | 30.00000 28080.00| 36.12000 33808.32| 32.00000 29952.00
ROCK RIPRAP, TYPE B | | |
0033 6131.50 33169.000 LB | 0.80000 26535.20| 1.11000 36817.59| 0.90000 29852.10
EPOXY COATED REINFORCING STEEL | | |
0034 6210.12 3010.000 LF | 32.00000 96320.00| 32.42000 97584.20| 34.00000 102340.00
HP 10"X42# STEEL PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 205 -5
TABULATION OF BIDS
CALL ORDER : 205 CONTRACT ID : 2064 COUNTIES : DOUGLAS
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 0880 |( 2 ) 2860 |( 3 ) 1742
|CHRISTENSEN BROS., INC. |COMMERCIAL CONSTRUCTION, IN |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 6310.00 3841.000 SF | 22.00000 84502.00| 19.26000 73977.66| 23.00000 88343.00
STEEL SHEET PILING | | |
SECTION TOTALS | $ 429,285.80| $ 443,806.75| $ 459,376.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
0036 0030.70 LUMP| 700.00000 700.00| 700.00000 700.00| 700.00000 700.00
MOBILIZATION | | |
0037 7020.00 4.000 EACH| 2200.00000 8800.00| 2187.00000 8748.00| 2187.00000 8748.00
BRIDGE APPROACH SECTIONS | | |
0038 7021.47 4.000 EACH| 1700.00000 6800.00| 1696.50000 6786.00| 1696.50000 6786.00
MELT | | |
SECTION TOTALS | $ 16,300.00| $ 16,234.00| $ 16,234.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0039 0030.10 LUMP| 3000.00000 3000.00| 1425.00000 1425.00| 3000.00000 3000.00
MOBILIZATION | | |
0040 3020.23 366.000 SY | 40.00000 14640.00| 35.60000 13029.60| 40.00000 14640.00
CONCRETE CLASS 47B-3500 DRIVEWAY 8" | | |
0041 8022.12 6.000 TON | 200.00000 1200.00| 850.00000 5100.00| 850.00000 5100.00
HYDRATED LIME FOR ASPHALT MIXTURES | | |
0042 9005.45 510.000 TON | 57.00000 29070.00| 48.20000 24582.00| 50.40000 25704.00
ASPHALTIC CONCRETE, TYPE SP4(0.5) | | |
0043 9021.08 27.540 TON | 520.00000 14320.80| 490.00000 13494.60| 490.00000 13494.60
PERFORMANCE GRADED BINDER (64-28) | | |
0044 9053.00 120.000 GAL | 3.00000 360.00| 2.50000 300.00| 2.50000 300.00
TACK COAT | | |
0045 9111.00 7.000 MGAL| 30.00000 210.00| 11.00000 77.00| 11.00000 77.00
WATER | | |
0046 9170.00 8.932 STA | 410.00000 3662.12| 585.00000 5225.22| 409.00000 3653.19
EARTH SHOULDER CONSTRUCTION | | |
0047 9173.20 1557.000 SY | 3.10000 4826.70| 5.00000 7785.00| 3.01000 4686.57
SUBGRADE PREPARATION | | |
0048 L001.02 1.000 ACRE| 720.00000 720.00| 1700.00000 1700.00| 900.00000 900.00
SEEDING, TYPE B | | |
0049 L032.75 2.000 TON | 120.00000 240.00| 100.00000 200.00| 100.00000 200.00
MULCH | | |
SECTION TOTALS | $ 72,249.62| $ 72,918.42| $ 71,755.36
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 205 -6
TABULATION OF BIDS
CALL ORDER : 205 CONTRACT ID : 2064 COUNTIES : DOUGLAS
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 0880 |( 2 ) 2860 |( 3 ) 1742
|CHRISTENSEN BROS., INC. |COMMERCIAL CONSTRUCTION, IN |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 0001.10 1668.000 BDAY| 2.50000 4170.00| 2.10000 3502.80| 2.10000 3502.80
BARRICADE, TYPE III | | |
0051 0001.90 2224.000 EACH| 0.20000 444.80| 0.15000 333.60| 0.15000 333.60
SIGN DAY | | |
0052 0001.99 556.000 EACH| 0.20000 111.20| 0.15000 83.40| 0.15000 83.40
CONTRACTOR FURNISHED SIGN DAY | | |
0053 0010.04 1.000 EACH| 3000.00000 3000.00| 2200.00000 2200.00| 3000.00000 3000.00
FIELD OFFICE | | |
0054 0030.10 LUMP| 1200.00000 1200.00| 500.00000 500.00| 500.00000 500.00
MOBILIZATION | | |
0055 9110.01 15.000 HOUR| 100.00000 1500.00| 95.00000 1425.00| 50.00000 750.00
RENTAL OF LOADER, FULLY OPERATED | | |
0056 9110.03 15.000 HOUR| 70.00000 1050.00| 95.00000 1425.00| 50.00000 750.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0057 9110.07 15.000 HOUR| 85.00000 1275.00| 95.00000 1425.00| 40.00000 600.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0058 9110.27 15.000 HOUR| 140.00000 2100.00| 125.00000 1875.00| 100.00000 1500.00
RENTAL OF CRAWLER MOUNTED HYDRAULIC | | |
EXCAVATOR, FULLY OPERATED | | |
SECTION TOTALS | $ 14,851.00| $ 12,769.80| $ 11,019.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 578,833.62| $ 594,574.07| $ 604,428.02
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 205 -7
TABULATION OF BIDS
CALL ORDER : 205 CONTRACT ID : 2064 COUNTIES : DOUGLAS
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 4 ) 0462 |( 5 ) 0774 |( 6 ) 2817
|WEBB CONTRACTOR, INC./L. J. |DIXON CONSTRUCTION CO. |MCC, LLC
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| 5300.00000 5300.00| 1740.00000 1740.00| 4000.00000 4000.00
MOBILIZATION | | |
0002 1000.00 1.000 EACH| 300.00000 300.00| 512.00000 512.00| 450.00000 450.00
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 8500.00000 8500.00| 8523.00000 8523.00| 4000.00000 4000.00
GENERAL CLEARING AND GRUBBING | | |
0004 1011.00 24.000 MGAL| 11.00000 264.00| 11.00000 264.00| 11.00000 264.00
WATER | | |
0005 1030.00 1366.000 CY | 6.97000 9521.02| 11.00000 15026.00| 10.20000 13933.20
EARTHWORK MEASURED IN EMBANKMENT | | |
0006 1101.25 12.000 LF | 2.50000 30.00| 2.50000 30.00| 2.50000 30.00
SAWING PAVEMENT | | |
0007 1102.00 1363.000 SY | 5.00000 6815.00| 4.62000 6297.06| 5.10000 6951.30
REMOVE ASPHALT SURFACE | | |
0008 1106.00 184.000 SY | 5.00000 920.00| 4.60000 846.40| 9.75000 1794.00
REMOVE DRIVEWAY | | |
0009 1300.18 24.000 LF | 24.40000 585.60| 27.50000 660.00| 29.60000 710.40
18" DRIVEWAY CULVERT PIPE | | |
0010 1300.24 52.000 LF | 29.70000 1544.40| 28.00000 1456.00| 32.25000 1677.00
24" DRIVEWAY CULVERT PIPE | | |
0011 2010.03 30.000 TON | 29.90000 897.00| 24.50000 735.00| 24.50000 735.00
CRUSHED ROCK SURFACE COURSE | | |
0012 4004.50 270.000 LB | 2.00000 540.00| 1.11000 299.70| 2.15000 580.50
CAST IRON GRATE AND FRAME | | |
0013 4040.00 1.000 EACH| 200.00000 200.00| 317.00000 317.00| 250.00000 250.00
REMOVE HEADWALLS FROM CULVERTS | | |
0014 4050.01 215.000 CY | 6.00000 1290.00| 5.66000 1216.90| 5.70000 1225.50
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0015 4105.59 1.600 CY | 1000.00000 1600.00| 1400.00000 2240.00| 900.00000 1440.00
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0016 4155.50 80.000 LB | 1.50000 120.00| 0.50000 40.00| 1.20000 96.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0017 4350.24 58.000 LF | 30.00000 1740.00| 28.00000 1624.00| 40.00000 2320.00
24" CORRUGATED METAL PIPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 205 -8
TABULATION OF BIDS
CALL ORDER : 205 CONTRACT ID : 2064 COUNTIES : DOUGLAS
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 4 ) 0462 |( 5 ) 0774 |( 6 ) 2817
|WEBB CONTRACTOR, INC./L. J. |DIXON CONSTRUCTION CO. |MCC, LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 L006.00 1.000 ACRE| 200.00000 200.00| 200.00000 200.00| 190.00000 190.00
COVER CROP SEEDING | | |
0019 L022.11 1502.000 LF | 3.00000 4506.00| 2.00000 3004.00| 2.60000 3905.20
FABRIC SILT FENCE-LOW POROSITY | | |
SECTION TOTALS | $ 44,873.02| $ 45,031.06| $ 44,552.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 11+20.00 2-18'-0" & 1-24'-0" SPANS CONCRETE SLAB CONTINUOUS
| | |
0020 0030.60 LUMP| 30000.00000 30000.00| 70000.00000 70000.00| 54000.00000 54000.00
MOBILIZATION | | |
0021 1043.50 743.000 SY | 2.50000 1857.50| 2.00000 1486.00| 3.23000 2399.89
RIPRAP FILTER FABRIC | | |
0022 3050.15 127.900 CY | 225.00000 28777.50| 220.00000 28138.00| 225.00000 28777.50
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0023 3051.10 14861.000 LB | 1.00000 14861.00| 0.90000 13374.90| 0.93000 13820.73
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0024 6000.10 115.000 LS | 5000.00000 5000.00| 7000.00000 7000.00| 8000.00000 8000.00
ABUTMENT NO.1 EXCAVATION | | |
0025 6000.11 115.000 LS | 5000.00000 5000.00| 7000.00000 7000.00| 8000.00000 8000.00
ABUTMENT NO.2 EXCAVATION | | |
0026 6001.00 35.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 16750.00000 16750.00
BENT NO.1 EXCAVATION | | |
0027 6001.01 35.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 16750.00000 16750.00
BENT NO.2 EXCAVATION | | |
0028 6010.22 147.500 CY | 400.00000 59000.00| 400.00000 59000.00| 435.00000 64162.50
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0029 6010.26 85.400 CY | 400.00000 34160.00| 400.00000 34160.00| 775.00000 66185.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0030 6040.00 1.000 EACH| 7500.00000 7500.00| 50000.00000 50000.00| 20000.00000 20000.00
REMOVE STRUCTURE AT STA. 11+20 | | |
0031 6080.00 885.400 LB | 3.75000 3320.25| 3.00000 2656.20| 2.70000 2390.58
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0032 6105.02 936.000 TON | 33.00000 30888.00| 32.00000 29952.00| 35.00000 32760.00
ROCK RIPRAP, TYPE B | | |
0033 6131.50 33169.000 LB | 1.10000 36485.90| 1.00000 33169.00| 0.90000 29852.10
EPOXY COATED REINFORCING STEEL | | |
0034 6210.12 3010.000 LF | 40.00000 120400.00| 30.00000 90300.00| 28.00000 84280.00
HP 10"X42# STEEL PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 205 -9
TABULATION OF BIDS
CALL ORDER : 205 CONTRACT ID : 2064 COUNTIES : DOUGLAS
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 4 ) 0462 |( 5 ) 0774 |( 6 ) 2817
|WEBB CONTRACTOR, INC./L. J. |DIXON CONSTRUCTION CO. |MCC, LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 6310.00 3841.000 SF | 29.00000 111389.00| 20.00000 76820.00| 24.00000 92184.00
STEEL SHEET PILING | | |
SECTION TOTALS | $ 508,639.15| $ 523,056.10| $ 540,312.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
0036 0030.70 LUMP| 500.00000 500.00| 1000.00000 1000.00| 700.00000 700.00
MOBILIZATION | | |
0037 7020.00 4.000 EACH| 2112.00000 8448.00| 2112.00000 8448.00| 2187.00000 8748.00
BRIDGE APPROACH SECTIONS | | |
0038 7021.47 4.000 EACH| 1601.00000 6404.00| 1601.00000 6404.00| 1696.50000 6786.00
MELT | | |
SECTION TOTALS | $ 15,352.00| $ 15,852.00| $ 16,234.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0039 0030.10 LUMP| 2190.00000 2190.00| 2370.00000 2370.00| 7000.00000 7000.00
MOBILIZATION | | |
0040 3020.23 366.000 SY | 39.20000 14347.20| 48.00000 17568.00| 45.00000 16470.00
CONCRETE CLASS 47B-3500 DRIVEWAY 8" | | |
0041 8022.12 6.000 TON | 850.00000 5100.00| 200.00000 1200.00| 850.00000 5100.00
HYDRATED LIME FOR ASPHALT MIXTURES | | |
0042 9005.45 510.000 TON | 50.40000 25704.00| 56.02000 28570.20| 50.40000 25704.00
ASPHALTIC CONCRETE, TYPE SP4(0.5) | | |
0043 9021.08 27.540 TON | 490.00000 13494.60| 520.00000 14320.80| 490.00000 13494.60
PERFORMANCE GRADED BINDER (64-28) | | |
0044 9053.00 120.000 GAL | 2.50000 300.00| 3.00000 360.00| 2.50000 300.00
TACK COAT | | |
0045 9111.00 7.000 MGAL| 20.00000 140.00| 30.00000 210.00| 30.00000 210.00
WATER | | |
0046 9170.00 8.932 STA | 200.00000 1786.40| 409.00000 3653.19| 350.00000 3126.20
EARTH SHOULDER CONSTRUCTION | | |
0047 9173.20 1557.000 SY | 1.00000 1557.00| 3.01000 4686.57| 2.75000 4281.75
SUBGRADE PREPARATION | | |
0048 L001.02 1.000 ACRE| 900.00000 900.00| 900.00000 900.00| 760.00000 760.00
SEEDING, TYPE B | | |
0049 L032.75 2.000 TON | 100.00000 200.00| 200.00000 400.00| 120.00000 240.00
MULCH | | |
SECTION TOTALS | $ 65,719.20| $ 74,238.76| $ 76,686.55
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 205 -10
TABULATION OF BIDS
CALL ORDER : 205 CONTRACT ID : 2064 COUNTIES : DOUGLAS
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 4 ) 0462 |( 5 ) 0774 |( 6 ) 2817
|WEBB CONTRACTOR, INC./L. J. |DIXON CONSTRUCTION CO. |MCC, LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 0001.10 1668.000 BDAY| 2.10000 3502.80| 2.10000 3502.80| 2.30000 3836.40
BARRICADE, TYPE III | | |
0051 0001.90 2224.000 EACH| 0.15000 333.60| 0.15000 333.60| 0.20000 444.80
SIGN DAY | | |
0052 0001.99 556.000 EACH| 0.15000 83.40| 0.15000 83.40| 0.20000 111.20
CONTRACTOR FURNISHED SIGN DAY | | |
0053 0010.04 1.000 EACH| 1000.00000 1000.00| 3000.00000 3000.00| 2000.00000 2000.00
FIELD OFFICE | | |
0054 0030.10 LUMP| 500.00000 500.00| 500.00000 500.00| 1000.00000 1000.00
MOBILIZATION | | |
0055 9110.01 15.000 HOUR| 60.00000 900.00| 60.00000 900.00| 120.00000 1800.00
RENTAL OF LOADER, FULLY OPERATED | | |
0056 9110.03 15.000 HOUR| 60.00000 900.00| 60.00000 900.00| 80.00000 1200.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0057 9110.07 15.000 HOUR| 70.00000 1050.00| 40.00000 600.00| 112.00000 1680.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0058 9110.27 15.000 HOUR| 100.00000 1500.00| 70.00000 1050.00| 120.00000 1800.00
RENTAL OF CRAWLER MOUNTED HYDRAULIC | | |
EXCAVATOR, FULLY OPERATED | | |
SECTION TOTALS | $ 9,769.80| $ 10,869.80| $ 13,872.40
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CONTRACT TOTALS | $ 644,353.17| $ 669,047.72| $ 691,657.35
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