|
Contract Letting February 22, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F26 CONTRACT ID : 8620 COUNTIES : CHERRY
LETTING DATE : 02/22/01 DISTRICT : 8
PROJECT(S) : EACNH-STPB-83-4(111)
CONTRACT DESCRIPTION :
ON US-83 BETWEEN THEDFORD AND VALENTINE.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0477 WESTERN ENGINEERING COMPANY, INC. $ 3,765,861.49 100.0000%
2 0875 BROWER CONSTRUCTION CO. $ 3,978,590.91 105.6488%
3 1661 U.S. ASPHALT CO. $ 4,099,560.72 108.8611%
4 1344 DOBSON BROTHERS CONSTRUCTION COMPANY $ 4,326,014.38 114.8744%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F26 CONTRACT ID : 8620 COUNTIES : CHERRY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-STPB-83-4(111)
====================================================================================================================================
|(1) 0477 |(2) 0875 |(3) 1661
|WESTERN ENGINEERING COMPANY,|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L020.01 3210.000 m2 | 10.00000 32100.00| 10.10000 32421.00| 10.27000 32966.70
EROSION CONTROL, TYPE A | | |
0002 L020.03 34458.000 m2 | 2.50000 86145.00| 2.53000 87178.74| 2.57000 88557.06
EROSION CONTROL, TYPE C | | |
0003 L020.20 22672.000 m2 | 0.65000 14736.80| 0.66000 14963.52| 0.67000 15190.24
SLOPE PROTECTION NETTING | | |
0004 L021.01 105.000 BALE| 30.00000 3150.00| 30.30000 3181.50| 30.81000 3235.05
EROSION CHECKS, TYPE A | | |
0005 L021.03 1652.000 BALE| 25.00000 41300.00| 25.25000 41713.00| 25.67000 42406.84
EROSION CHECKS, TYPE C | | |
0006 L021.11 133.000 BALE| 25.00000 3325.00| 25.25000 3358.25| 25.67000 3414.11
EROSION CHECKS, TYPE ST-A | | |
0007 L021.14 280.000 BALE| 25.00000 7000.00| 25.25000 7070.00| 25.67000 7187.60
EROSION CHECKS, TYPE ST-C | | |
0008 L022.25 10102.000 m | 9.00000 90918.00| 9.09000 91827.18| 9.24000 93342.48
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0009 L022.75 864.800 m | 17.00000 14701.60| 17.17000 14848.62| 17.46000 15099.41
TEMPORARY SILT CHECK | | |
0010 0030.10 LUMP| 23500.00000 23500.00| 68727.54000 68727.54| 44672.53000 44672.53
MOBILIZATION | | |
0011 1009.00 LUMP| 7500.00000 7500.00| 2413.22000 2413.22| 2567.39000 2567.39
GENERAL CLEARING AND GRUBBING | | |
0012 1010.00 426783.000 m3 | 1.37000 584692.71| 1.38000 588960.54| 1.41000 601764.03
EXCAVATION | | |
0013 1010.01 35475.000 m3 | 1.28000 45408.00| 1.35000 47891.25| 1.31000 46472.25
EXCAVATION (ESTABLISHED QUANTITY) | | |
0014 1011.00 4268.000 kL | 0.25000 1067.00| 1.01000 4310.68| 0.01000 42.68
WATER | | |
0015 1012.00 160.000 EACH| 60.00000 9600.00| 55.57000 8891.20| 61.62000 9859.20
RIGHT-OF-WAY MARKERS | | |
0016 1040.00 1030000.000 m2 | 0.24000 247200.00| 0.24000 247200.00| 0.25000 257500.00
SLOPE PROTECTION | | |
0017 1040.05 62455.000 m2 | 0.20000 12491.00| 0.20000 12491.00| 0.21000 13115.55
TEMPORARY SLOPE PROTECTION | | |
0018 1040.06 1133.000 Mg | 70.00000 79310.00| 70.70000 80103.10| 71.89000 81451.37
SLOPE PROTECTION MULCH | | |
0019 1041.00 5683.000 m2 | 0.72000 4091.76| 0.61000 3466.63| 0.74000 4205.42
SALVAGING AND PLACING TOPSOIL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F26 CONTRACT ID : 8620 COUNTIES : CHERRY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-STPB-83-4(111)
====================================================================================================================================
|(1) 0477 |(2) 0875 |(3) 1661
|WESTERN ENGINEERING COMPANY,|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1042.00 7400.000 m2 | 2.40000 17760.00| 0.70000 5180.00| 2.46000 18204.00
SALVAGING AND PLACING HYDRIC SOIL | | |
0021 1111.00 11255.000 m | 1.32000 14856.60| 0.30000 3376.50| 1.36000 15306.80
REMOVE FENCE | | |
0022 7017.00 1737.000 m | 6.50000 11290.50| 4.12000 7156.44| 6.68000 11603.16
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 1,352,143.97| $ 1,376,729.91| $ 1,408,163.87
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0023 0030.40 LUMP| 4500.00000 4500.00| 2865.54000 2865.54| 1026.95000 1026.95
MOBILIZATION | | |
0024 4035.00 2.000 EACH| 100.00000 200.00| 125.30000 250.60| 102.70000 205.40
REMOVE FLARED-END SECTION | | |
0025 4050.01 38.000 m3 | 12.00000 456.00| 6.59000 250.42| 12.32000 468.16
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0026 4350.24 8.400 m | 56.00000 470.40| 53.11000 446.12| 57.51000 483.08
600 mm CORRUGATED METAL PIPE | | |
0027 4350.30 54.000 m | 82.00000 4428.00| 63.96000 3453.84| 84.21000 4547.34
750 mm CORRUGATED METAL PIPE | | |
0028 4350.36 16.000 m | 98.00000 1568.00| 77.67000 1242.72| 100.64000 1610.24
900 mm CORRUGATED METAL PIPE | | |
0029 4350.48 3.200 m | 268.00000 857.60| 132.17000 422.94| 275.22000 880.70
1200 mm CORRUGATED METAL PIPE | | |
0030 4360.24 4.000 EACH| 150.00000 600.00| 146.70000 586.80| 154.04000 616.16
600 mm METAL FLARED-END SECTION | | |
0031 4360.30 4.000 EACH| 230.00000 920.00| 205.30000 821.20| 236.20000 944.80
750 mm METAL FLARED-END SECTION | | |
0032 4360.36 2.000 EACH| 355.00000 710.00| 288.53000 577.06| 364.57000 729.14
900 mm METAL FLARED-END SECTION | | |
0033 4360.48 2.000 EACH| 850.00000 1700.00| 691.01000 1382.02| 872.91000 1745.82
1200 mm METAL FLARED-END SECTION | | |
SECTION TOTALS | $ 16,410.00| $ 12,299.26| $ 13,257.79
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7B FENCING
| | |
0034 0030.70 LUMP| 1000.00000 1000.00| 5050.00000 5050.00| 5134.77000 5134.77
MOBILIZATION | | |
0035 7101.00 5.000 EACH| 70.00000 350.00| 202.00000 1010.00| 205.39000 1026.95
PRIVATE FENCE TERMINALS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F26 CONTRACT ID : 8620 COUNTIES : CHERRY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-STPB-83-4(111)
====================================================================================================================================
|(1) 0477 |(2) 0875 |(3) 1661
|WESTERN ENGINEERING COMPANY,|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 7104.00 82.000 EACH| 100.00000 8200.00| 20.20000 1656.40| 20.54000 1684.28
PULL POSTS | | |
0037 7105.00 7.000 EACH| 70.00000 490.00| 30.30000 212.10| 30.81000 215.67
CORNER POSTS | | |
0038 7106.15 2.000 EACH| 200.00000 400.00| 202.00000 404.00| 205.39000 410.78
4.5 m VEHICLE GATE | | |
0039 7110.02 1650.000 m | 15.33000 25294.50| 37.37000 61660.50| 38.00000 62700.00
0.9 METER CHAIN-LINK FENCE | | |
0040 7112.03 6.000 EACH| 50.00000 300.00| 252.50000 1515.00| 256.74000 1540.44
TAKE DOWN PANEL FOR 0.9 METER | | |
CHAIN-LINK FENCE | | |
0041 7115.02 24.000 EACH| 75.00000 1800.00| 30.30000 727.20| 30.81000 739.44
END POST FOR 0.9 METER CHAIN-LINK FENCE | | |
0042 7116.02 24.000 EACH| 75.00000 1800.00| 30.30000 727.20| 30.81000 739.44
CORNER POST FOR 0.9 m CHAIN-LINK FENCE | | |
0043 7117.02 24.000 EACH| 100.00000 2400.00| 25.25000 606.00| 25.67000 616.08
PULL POST FOR 0.9 METER CHAIN-LINK FENCE| | |
0044 7130.00 12278.000 m | 2.99000 36711.22| 4.04000 49603.12| 4.11000 50462.58
BARBED WIRE FENCE | | |
SECTION TOTALS | $ 78,745.72| $ 123,171.52| $ 125,270.43
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0045 0002.40 425.900 StaM| 23.10000 9838.29| 21.00000 8943.90| 21.57000 9186.66
TEMPORARY SOLID LINES | | |
0046 0002.45 212.950 StaM| 23.10000 4919.15| 21.00000 4471.95| 21.57000 4593.33
TEMPORARY BROKEN LINES | | |
0047 0002.75 31500.000 m | 0.15000 4725.00| 0.20000 6300.00| 0.21000 6615.00
PERMANENT PAVEMENT MARKING | | |
0048 0030.90 LUMP| 24000.00000 24000.00| 191347.81000 191347.81| 33198.26000 33198.26
MOBILIZATION | | |
0049 2021.00 4.000 EACH| 50.00000 200.00| 100.00000 400.00| 102.70000 410.80
MAILBOX POST | | |
0050 8008.00 540.000 m3 | 23.55000 12717.00| 23.61000 12749.40| 24.18000 13057.20
ARMOR COAT AGGREGATE | | |
0051 8029.84 63474.000 m2 | 1.55000 98384.70| 1.34000 85055.16| 1.98000 125678.52
BITUMINOUS FOUNDATION COURSE 100 mm | | |
0052 8111.00 252.000 StaM| 175.00000 44100.00| 346.00000 87192.00| 188.54000 47512.08
SHOULDER SUBGRADE PREPARATION | | |
0053 9000.75 100.000 Mg | 12.00000 1200.00| 16.15000 1615.00| 43.96000 4396.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F26 CONTRACT ID : 8620 COUNTIES : CHERRY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-STPB-83-4(111)
====================================================================================================================================
|(1) 0477 |(2) 0875 |(3) 1661
|WESTERN ENGINEERING COMPANY,|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 9005.00 100.000 Mg | 22.00000 2200.00| 53.13000 5313.00| 51.09000 5109.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2 | | |
0055 9005.23 22750.000 Mg | 13.92000 316680.00| 16.23000 369232.50| 16.89000 384247.50
ASPHALTIC CONCRETE, TYPE SPS | | |
0056 9005.30 35080.000 Mg | 20.00000 701600.00| 16.22000 568997.60| 22.95000 805086.00
ASPHALTIC CONCRETE, TYPE SP2(12.5) | | |
0057 9009.00 2014.000 m2 | 4.15000 8358.10| 2.70000 5437.80| 6.59000 13272.26
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0058 9020.92 5.400 Mg | 177.25000 957.15| 180.58000 975.13| 181.86000 982.04
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0059 9021.01 1899.720 Mg | 177.25000 336725.37| 180.58000 343051.44| 181.86000 345483.08
PERFORMANCE GRADED BINDER (64-22) | | |
0060 9021.03 1228.500 Mg | 177.25000 217751.63| 180.58000 221842.53| 181.86000 223415.01
PERFORMANCE GRADED BINDER (58-28) | | |
0061 9034.00 2014.000 m2 | 2.50000 5035.00| 2.50000 5035.00| 1.91000 3846.74
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0062 9052.00 107.420 kL | 260.00000 27929.20| 260.89000 28024.80| 267.01000 28682.21
ARMOR COAT EMULSIFIED ASPHALT | | |
0063 9053.00 68779.000 L | 0.30000 20633.70| 0.23000 15819.17| 0.21000 14443.59
TACK COAT | | |
0064 9110.01 40.000 HOUR| 50.00000 2000.00| 65.00000 2600.00| 55.81000 2232.40
RENTAL OF LOADER, FULLY OPERATED | | |
0065 9110.02 40.000 HOUR| 50.00000 2000.00| 65.00000 2600.00| 48.83000 1953.20
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0066 9110.03 40.000 HOUR| 40.00000 1600.00| 55.00000 2200.00| 44.10000 1764.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0067 9110.07 40.000 HOUR| 35.00000 1400.00| 45.00000 1800.00| 37.34000 1493.60
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0068 9111.00 2849.000 kL | 2.00000 5698.00| 4.81000 13703.69| 3.08000 8774.92
WATER | | |
0069 9170.00 98.107 StaM| 80.00000 7848.56| 231.85000 22746.11| 87.29000 8563.76
EARTH SHOULDER CONSTRUCTION | | |
0070 9173.00 136.002 StaM| 285.00000 38760.57| 450.00000 61200.90| 459.67000 62516.04
SUBGRADE PREPARATION | | |
0071 9179.23 39.350 StaM| 400.00000 15740.00| 609.67000 23990.51| 345.06000 13578.11
COLD MILLING, CLASS 3 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F26 CONTRACT ID : 8620 COUNTIES : CHERRY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-STPB-83-4(111)
====================================================================================================================================
|(1) 0477 |(2) 0875 |(3) 1661
|WESTERN ENGINEERING COMPANY,|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0072 9179.24 86.950 StaM| 2245.00000 195202.75| 2310.41000 200890.15| 1680.10000 146084.70
COLD MILLING, CLASS 4 | | |
0073 9188.01 35809.000 m2 | 2.35000 84151.15| 1.63000 58368.67| 3.45000 123541.05
BITUMINOUS SURFACE COURSE | | |
0074 9300.50 12.200 LS | 3500.00000 3500.00| 3500.00000 3500.00| 2215.71000 2215.71
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 2,195,855.32| $ 2,355,404.22| $ 2,441,932.77
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0075 0001.08 11260.000 BDAY| 0.50000 5630.00| 0.50000 5630.00| 0.50000 5630.00
BARRICADE, TYPE II | | |
0076 0001.10 2416.000 BDAY| 4.00000 9664.00| 3.00000 7248.00| 3.08000 7441.28
BARRICADE, TYPE III | | |
0077 0001.30 376.000 LDAY| 3.98000 1496.48| 3.00000 1128.00| 3.08000 1158.08
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0078 0001.90 17520.000 EACH| 0.80000 14016.00| 0.25000 4380.00| 0.26000 4555.20
SIGN DAY | | |
0079 0002.30 900.000 m | 3.00000 2700.00| 3.00000 2700.00| 3.08000 2772.00
PAVEMENT MARKING REMOVAL | | |
0080 0002.44 19200.000 m | 0.50000 9600.00| 0.50000 9600.00| 0.51000 9792.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0081 0003.10 360.000 DAY | 195.00000 70200.00| 200.00000 72000.00| 178.92000 64411.20
FLAGGING | | |
0082 0010.04 1.000 EACH| 800.00000 800.00| 2000.00000 2000.00| 1437.74000 1437.74
FIELD OFFICE | | |
0083 0030.10 LUMP| 8600.00000 8600.00| 6300.00000 6300.00| 13738.36000 13738.36
MOBILIZATION | | |
SECTION TOTALS | $ 122,706.48| $ 110,986.00| $ 110,935.86
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,765,861.49| $ 3,978,590.91| $ 4,099,560.72
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F26 CONTRACT ID : 8620 COUNTIES : CHERRY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-STPB-83-4(111)
====================================================================================================================================
|(4) 1344 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L020.01 3210.000 m2 | 6.70000 21507.00| |
EROSION CONTROL, TYPE A | | |
0002 L020.03 34458.000 m2 | 2.02000 69605.16| |
EROSION CONTROL, TYPE C | | |
0003 L020.20 22672.000 m2 | 0.46000 10429.12| |
SLOPE PROTECTION NETTING | | |
0004 L021.01 105.000 BALE| 16.48000 1730.40| |
EROSION CHECKS, TYPE A | | |
0005 L021.03 1652.000 BALE| 15.45000 25523.40| |
EROSION CHECKS, TYPE C | | |
0006 L021.11 133.000 BALE| 22.66000 3013.78| |
EROSION CHECKS, TYPE ST-A | | |
0007 L021.14 280.000 BALE| 20.60000 5768.00| |
EROSION CHECKS, TYPE ST-C | | |
0008 L022.25 10102.000 m | 8.24000 83240.48| |
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0009 L022.75 864.800 m | 16.10000 13923.28| |
TEMPORARY SILT CHECK | | |
0010 0030.10 LUMP| 75000.00000 75000.00| |
MOBILIZATION | | |
0011 1009.00 LUMP| 2575.00000 2575.00| |
GENERAL CLEARING AND GRUBBING | | |
0012 1010.00 426783.000 m3 | 1.41000 601764.03| |
EXCAVATION | | |
0013 1010.01 35475.000 m3 | 1.32000 46827.00| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0014 1011.00 4268.000 kL | 0.01000 42.68| |
WATER | | |
0015 1012.00 160.000 EACH| 61.80000 9888.00| |
RIGHT-OF-WAY MARKERS | | |
0016 1040.00 1030000.000 m2 | 0.31000 319300.00| |
SLOPE PROTECTION | | |
0017 1040.05 62455.000 m2 | 0.23000 14364.65| |
TEMPORARY SLOPE PROTECTION | | |
0018 1040.06 1133.000 Mg | 92.70000 105029.10| |
SLOPE PROTECTION MULCH | | |
0019 1041.00 5683.000 m2 | 0.74000 4205.42| |
SALVAGING AND PLACING TOPSOIL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F26 CONTRACT ID : 8620 COUNTIES : CHERRY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-STPB-83-4(111)
====================================================================================================================================
|(4) 1344 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1042.00 7400.000 m2 | 2.47000 18278.00| |
SALVAGING AND PLACING HYDRIC SOIL | | |
0021 1111.00 11255.000 m | 1.60000 18008.00| |
REMOVE FENCE | | |
0022 7017.00 1737.000 m | 6.70000 11637.90| |
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 1,461,660.40| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0023 0030.40 LUMP| 1.00000 1.00| |
MOBILIZATION | | |
0024 4035.00 2.000 EACH| 103.00000 206.00| |
REMOVE FLARED-END SECTION | | |
0025 4050.01 38.000 m3 | 25.75000 978.50| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0026 4350.24 8.400 m | 66.95000 562.38| |
600 mm CORRUGATED METAL PIPE | | |
0027 4350.30 54.000 m | 78.28000 4227.12| |
750 mm CORRUGATED METAL PIPE | | |
0028 4350.36 16.000 m | 1.00000 16.00| |
900 mm CORRUGATED METAL PIPE | | |
0029 4350.48 3.200 m | 1.00000 3.20| |
1200 mm CORRUGATED METAL PIPE | | |
0030 4360.24 4.000 EACH| 1.00000 4.00| |
600 mm METAL FLARED-END SECTION | | |
0031 4360.30 4.000 EACH| 1.00000 4.00| |
750 mm METAL FLARED-END SECTION | | |
0032 4360.36 2.000 EACH| 329.60000 659.20| |
900 mm METAL FLARED-END SECTION | | |
0033 4360.48 2.000 EACH| 777.65000 1555.30| |
1200 mm METAL FLARED-END SECTION | | |
SECTION TOTALS | $ 8,216.70| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7B FENCING
| | |
0034 0030.70 LUMP| 5000.00000 5000.00| |
MOBILIZATION | | |
0035 7101.00 5.000 EACH| 72.10000 360.50| |
PRIVATE FENCE TERMINALS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F26 CONTRACT ID : 8620 COUNTIES : CHERRY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-STPB-83-4(111)
====================================================================================================================================
|(4) 1344 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 7104.00 82.000 EACH| 103.00000 8446.00| |
PULL POSTS | | |
0037 7105.00 7.000 EACH| 72.10000 504.70| |
CORNER POSTS | | |
0038 7106.15 2.000 EACH| 206.00000 412.00| |
4.5 m VEHICLE GATE | | |
0039 7110.02 1650.000 m | 15.79000 26053.50| |
0.9 METER CHAIN-LINK FENCE | | |
0040 7112.03 6.000 EACH| 51.50000 309.00| |
TAKE DOWN PANEL FOR 0.9 METER | | |
CHAIN-LINK FENCE | | |
0041 7115.02 24.000 EACH| 77.25000 1854.00| |
END POST FOR 0.9 METER CHAIN-LINK FENCE | | |
0042 7116.02 24.000 EACH| 77.25000 1854.00| |
CORNER POST FOR 0.9 m CHAIN-LINK FENCE | | |
0043 7117.02 24.000 EACH| 103.00000 2472.00| |
PULL POST FOR 0.9 METER CHAIN-LINK FENCE| | |
0044 7130.00 12278.000 m | 3.08000 37816.24| |
BARBED WIRE FENCE | | |
SECTION TOTALS | $ 85,081.94| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0045 0002.40 425.900 StaM| 1.00000 425.90| |
TEMPORARY SOLID LINES | | |
0046 0002.45 212.950 StaM| 1.00000 212.95| |
TEMPORARY BROKEN LINES | | |
0047 0002.75 31500.000 m | 1.00000 31500.00| |
PERMANENT PAVEMENT MARKING | | |
0048 0030.90 LUMP| 150000.00000 150000.00| |
MOBILIZATION | | |
0049 2021.00 4.000 EACH| 103.00000 412.00| |
MAILBOX POST | | |
0050 8008.00 540.000 m3 | 24.26000 13100.40| |
ARMOR COAT AGGREGATE | | |
0051 8029.84 63474.000 m2 | 2.91000 184709.34| |
BITUMINOUS FOUNDATION COURSE 100 mm | | |
0052 8111.00 252.000 StaM| 330.69000 83333.88| |
SHOULDER SUBGRADE PREPARATION | | |
0053 9000.75 100.000 Mg | 16.94000 1694.00| |
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F26 CONTRACT ID : 8620 COUNTIES : CHERRY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-STPB-83-4(111)
====================================================================================================================================
|(4) 1344 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 9005.00 100.000 Mg | 30.81000 3081.00| |
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2 | | |
0055 9005.23 22750.000 Mg | 16.94000 385385.00| |
ASPHALTIC CONCRETE, TYPE SPS | | |
0056 9005.30 35080.000 Mg | 20.45000 717386.00| |
ASPHALTIC CONCRETE, TYPE SP2(12.5) | | |
0057 9009.00 2014.000 m2 | 2.33000 4692.62| |
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0058 9020.92 5.400 Mg | 180.00000 972.00| |
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0059 9021.01 1899.720 Mg | 180.00000 341949.60| |
PERFORMANCE GRADED BINDER (64-22) | | |
0060 9021.03 1228.500 Mg | 180.00000 221130.00| |
PERFORMANCE GRADED BINDER (58-28) | | |
0061 9034.00 2014.000 m2 | 2.04000 4108.56| |
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0062 9052.00 107.420 kL | 267.80000 28767.08| |
ARMOR COAT EMULSIFIED ASPHALT | | |
0063 9053.00 68779.000 L | 0.23000 15819.17| |
TACK COAT | | |
0064 9110.01 40.000 HOUR| 50.00000 2000.00| |
RENTAL OF LOADER, FULLY OPERATED | | |
0065 9110.02 40.000 HOUR| 50.00000 2000.00| |
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0066 9110.03 40.000 HOUR| 45.00000 1800.00| |
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0067 9110.07 40.000 HOUR| 33.00000 1320.00| |
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0068 9111.00 2849.000 kL | 3.09000 8803.41| |
WATER | | |
0069 9170.00 98.107 StaM| 87.55000 8589.27| |
EARTH SHOULDER CONSTRUCTION | | |
0070 9173.00 136.002 StaM| 832.48000 113218.94| |
SUBGRADE PREPARATION | | |
0071 9179.23 39.350 StaM| 379.18000 14920.73| |
COLD MILLING, CLASS 3 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F26 CONTRACT ID : 8620 COUNTIES : CHERRY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-STPB-83-4(111)
====================================================================================================================================
|(4) 1344 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0072 9179.24 86.950 StaM| 1773.95000 154244.95| |
COLD MILLING, CLASS 4 | | |
0073 9188.01 35809.000 m2 | 4.94000 176896.46| |
BITUMINOUS SURFACE COURSE | | |
0074 9300.50 12.200 LS | 3113.47000 3113.47| |
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 2,675,586.73| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0075 0001.08 11260.000 BDAY| 0.50000 5630.00| |
BARRICADE, TYPE II | | |
0076 0001.10 2416.000 BDAY| 3.09000 7465.44| |
BARRICADE, TYPE III | | |
0077 0001.30 376.000 LDAY| 3.09000 1161.84| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0078 0001.90 17520.000 EACH| 0.26000 4555.20| |
SIGN DAY | | |
0079 0002.30 900.000 m | 3.09000 2781.00| |
PAVEMENT MARKING REMOVAL | | |
0080 0002.44 19200.000 m | 0.52000 9984.00| |
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0081 0003.10 360.000 DAY | 170.81000 61491.60| |
FLAGGING | | |
0082 0010.04 1.000 EACH| 2398.53000 2398.53| |
FIELD OFFICE | | |
0083 0030.10 LUMP| 1.00000 1.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 95,468.61| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,326,014.38| |
====================================================================================================================================