|
Contract Letting September 20, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 2
VENDOR RANKING
CALL ORDER : N07 CONTRACT ID : 4575X COUNTIES : FILLMORE
LETTING DATE : 09/20/01 DISTRICT : 4
PROJECT(S) : F-81-1(1022)
CONTRACT DESCRIPTION : US-81, STRANG NORTH AND SOUTH
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0083 WERNER CONSTRUCTION, INC. $ 8,708,874.79 100.0000%
2 0574 CONSTRUCTORS, INC. $ 9,125,700.95 104.7862%
3 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 9,347,950.41 107.3382%
4 0751 IRVING F. JENSEN CO., INC. $ 9,725,505.69 111.6735%
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : N07 CONTRACT ID : 4575X COUNTIES : FILLMORE
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : F-81-1(1022)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 3606
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |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 L006.00 37.000 ha | 140.00000 5180.00| 154.00000 5698.00| 123.50000 4569.50
COVER CROP SEEDING | | |
0002 L020.01 296.000 m2 | 7.00000 2072.00| 7.00000 2072.00| 7.00000 2072.00
EROSION CONTROL, TYPE A | | |
0003 L020.09 98.000 m2 | 20.00000 1960.00| 20.00000 1960.00| 12.00000 1176.00
EROSION CONTROL, TYPE AAA | | |
0004 L020.10 1779.000 m2 | 1.65000 2935.35| 1.70000 3024.30| 1.80000 3202.20
EROSION CONTROL, TYPE HV | | |
0005 L021.06 18.000 BALE| 20.00000 360.00| 21.00000 378.00| 15.00000 270.00
EROSION CHECKS, TYPE HV | | |
0006 L022.14 340.000 m | 7.50000 2550.00| 8.00000 2720.00| 9.84000 3345.60
FABRIC SILT FENCE-LOW PROFILE LOW | | |
POROSITY | | |
0007 P400.18 684.600 m | 95.60000 65447.76| 98.00000 67090.80| 79.49000 54418.85
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0008 0030.10 LUMP| 13000.00000 13000.00| 14000.00000 14000.00| 100000.00000 100000.00
MOBILIZATION | | |
0009 1009.00 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00
GENERAL CLEARING AND GRUBBING | | |
0010 1010.00 197229.000 m3 | 1.09000 214979.61| 1.12000 220896.48| 1.09000 214979.61
EXCAVATION | | |
0011 1010.01 2632.000 m3 | 1.99000 5237.68| 2.05000 5395.60| 1.99000 5237.68
EXCAVATION (ESTABLISHED QUANTITY) | | |
0012 1010.10 341908.000 m3 | 1.99000 680396.92| 2.05000 700911.40| 1.99000 680396.92
EXCAVATION, BORROW | | |
0013 1011.00 10120.000 kL | 1.00000 10120.00| 1.03000 10423.60| 1.00000 10120.00
WATER | | |
0014 1012.00 147.000 EACH| 52.00000 7644.00| 50.00000 7350.00| 52.00000 7644.00
RIGHT-OF-WAY MARKERS | | |
0015 1040.05 256.000 m2 | 3.00000 768.00| 3.09000 791.04| 3.00000 768.00
TEMPORARY SLOPE PROTECTION | | |
0016 1090.00 1.000 EACH| 750.00000 750.00| 775.00000 775.00| 750.00000 750.00
ABANDON WELLS | | |
0017 1101.00 35623.000 m2 | 2.45000 87276.35| 2.84000 101169.32| 2.64000 94044.72
REMOVE PAVEMENT | | |
0018 1101.25 22.000 m | 8.20000 180.40| 8.20000 180.40| 8.20000 180.40
SAWING PAVEMENT | | |
0019 1102.00 18449.000 m2 | 1.95000 35975.55| 3.75000 69183.75| 3.73000 68814.77
REMOVE ASPHALT SURFACE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : N07 CONTRACT ID : 4575X COUNTIES : FILLMORE
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : F-81-1(1022)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 3606
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1122.01 3721.000 m2 | 2.45000 9116.45| 3.09000 11497.89| 2.00000 7442.00
REMOVE CONCRETE MEDIAN SURFACING | | |
0021 1701.18 11.000 m | 25.00000 275.00| 26.00000 286.00| 25.00000 275.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0022 1701.24 258.000 m | 39.00000 10062.00| 40.00000 10320.00| 39.00000 10062.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0023 4004.50 1106.000 kg | 2.91000 3218.46| 3.00000 3318.00| 2.70000 2986.20
CAST IRON GRATE AND FRAME | | |
0024 4018.00 1.000 EACH| 500.00000 500.00| 515.00000 515.00| 298.48000 298.48
TAPPING EXISTING STRUCTURE | | |
0025 4105.59 18.400 m3 | 803.70000 14788.08| 830.00000 15272.00| 706.59000 13001.26
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0026 4155.50 751.000 kg | 2.20000 1652.20| 2.27000 1704.77| 1.55000 1164.05
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0027 4310.18 32.000 EACH| 332.00000 10624.00| 335.00000 10720.00| 123.32000 3946.24
450 mm FLARED-END SECTION | | |
SECTION TOTALS | $ 1,191,069.81| $ 1,271,653.35| $ 1,295,165.48
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0028 0009.00 8.000 EACH| 950.00000 7600.00| 1225.00000 9800.00| 900.00000 7200.00
PERMANENT BARRICADE | | |
0029 0030.30 LUMP| 119000.00000 119000.00| 250000.00000 250000.00| 560000.00000 560000.00
MOBILIZATION | | |
0030 1020.06 214.000 EACH| 24.00000 5136.00| 23.00000 4922.00| 24.00000 5136.00
FLEXIBLE POST DELINEATOR | | |
0031 1020.20 24.000 EACH| 24.00000 576.00| 18.00000 432.00| 24.00000 576.00
INSTALL CHEVRONS | | |
0032 1102.05 360.000 m2 | 3.50000 1260.00| 4.00000 1440.00| 4.26000 1533.60
REMOVE ASPHALT SURFACING FROM PAVEMENT | | |
0033 2001.00 294.000 m3 | 15.00000 4410.00| 28.00000 8232.00| 20.59000 6053.46
GRAVEL SURFACE COURSE | | |
0034 2020.50 28295.000 m2 | 10.62000 300492.90| 12.65000 357931.75| 14.77000 417917.15
SURFACING 150 mm | | |
0035 2021.00 3.000 EACH| 50.00000 150.00| 50.00000 150.00| 50.00000 150.00
MAILBOX POST | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : N07 CONTRACT ID : 4575X COUNTIES : FILLMORE
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : F-81-1(1022)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 3606
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 3017.40 124.000 m2 | 32.50000 4030.00| 23.75000 2945.00| 27.73000 3438.52
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0037 3075.41 10933.000 m2 | 29.51000 322632.83| 24.90000 272231.70| 23.91000 261408.03
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0038 3075.51 6604.000 m2 | 36.02000 237876.08| 36.50000 241046.00| 33.59000 221828.36
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0039 3075.55 126308.000 m2 | 26.93000 3401474.44| 27.00000 3410316.00| 26.63000 3363582.04
255 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0040 3300.50 14.030 LS | 3500.00000 3500.00| 10000.00000 10000.00| 8074.27000 8074.27
PORTLAND CEMENT CONCRETE SMOOTHNESS | | |
TESTING | | |
0041 4763.26 132.000 EACH| 200.00000 26400.00| 206.00000 27192.00| 200.00000 26400.00
UNDERDRAIN HEADWALL | | |
0042 4764.34 647.000 m | 9.00000 5823.00| 9.28000 6004.16| 9.00000 5823.00
100 mm NONPERFORATED PIPE UNDERDRAIN | | |
0043 4764.35 10085.000 m | 9.00000 90765.00| 9.28000 93588.80| 9.00000 90765.00
100 mm PERFORATED PIPE UNDERDRAIN | | |
0044 7490.03 6900.000 m | 1.24000 8556.00| 1.29000 8901.00| 1.24000 8556.00
100 mm YELLOW THERMOPLASTIC | | |
0045 7490.04 8600.000 m | 1.24000 10664.00| 1.29000 11094.00| 1.24000 10664.00
100 mm WHITE THERMOPLASTIC | | |
0046 7550.03 14100.000 m | 1.52000 21432.00| 1.67000 23547.00| 1.52000 21432.00
100 mm YELLOW EPOXY PAVEMENT MARKING | | |
0047 7550.04 17600.000 m | 1.52000 26752.00| 1.67000 29392.00| 1.52000 26752.00
100 mm WHITE EPOXY PAVEMENT MARKING | | |
0048 8029.10 164896.000 m2 | 4.83000 796447.68| 4.90000 807990.40| 4.03000 664530.88
AGGREGATE FOUNDATION COURSE-D 100 mm | | |
0049 8111.00 26.932 StaM| 300.00000 8079.60| 415.00000 11176.78| 305.94000 8239.58
SHOULDER SUBGRADE PREPARATION | | |
0050 9005.00 100.000 Mg | 29.59000 2959.00| 39.00000 3900.00| 38.87000 3887.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SPS | | |
0051 9005.01 90.000 Mg | 35.13000 3161.70| 44.00000 3960.00| 48.29000 4346.10
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP-4(12.5) | | |
0052 9005.23 9840.000 Mg | 19.59000 192765.60| 19.25000 189420.00| 19.37000 190600.80
ASPHALTIC CONCRETE, TYPE SPS | | |
0053 9005.45 28220.000 Mg | 25.13000 709168.60| 28.35000 800037.00| 30.82000 869740.40
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : N07 CONTRACT ID : 4575X COUNTIES : FILLMORE
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : F-81-1(1022)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 3606
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 9009.00 3409.000 m2 | 4.30000 14658.70| 3.50000 11931.50| 3.47000 11829.23
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0055 9021.01 1528.740 Mg | 180.00000 275173.20| 162.00000 247655.88| 198.21000 303011.56
PERFORMANCE GRADED BINDER (64-22) | | |
0056 9021.03 531.360 Mg | 180.00000 95644.80| 162.00000 86080.32| 198.21000 105320.87
PERFORMANCE GRADED BINDER (58-28) | | |
0057 9034.00 3409.000 m2 | 2.50000 8522.50| 3.50000 11931.50| 1.58000 5386.22
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0058 9053.00 89580.000 L | 0.25000 22395.00| 0.20000 17916.00| 0.22000 19707.60
TACK COAT | | |
0059 9111.00 4096.000 kL | 2.00000 8192.00| 2.60000 10649.60| 3.51000 14376.96
WATER | | |
0060 9150.00 61370.000 m2 | 0.28000 17183.60| 0.50000 30685.00| 0.28000 17183.60
CRACKING AND SEATING CONCRETE PAVEMENT | | |
0061 9170.00 480.715 StaM| 125.00000 60089.38| 188.00000 90374.42| 175.00000 84125.13
EARTH SHOULDER CONSTRUCTION | | |
0062 9173.20 183284.000 m2 | 1.06000 194281.04| 0.95000 174119.80| 0.94000 172286.96
SUBGRADE PREPARATION | | |
0063 9185.76 136.620 StaM| 18.00000 2459.16| 19.00000 2595.78| 19.54000 2669.55
RUMBLE STRIPS, ASPHALT | | |
0064 9185.77 280.690 StaM| 35.00000 9824.15| 36.00000 10104.84| 36.54000 10256.41
RUMBLE STRIPS, CONCRETE | | |
0065 9300.50 6.831 LS | 3500.00000 3500.00| 3000.00000 3000.00| 4304.58000 4304.58
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 7,023,035.96| $ 7,282,694.23| $ 7,539,092.86
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0066 P120.24 150.500 m | 94.00000 14147.00| 97.00000 14598.50| 99.62000 14992.81
600 mm CULVERT PIPE, TYPE 2 | | |
0067 P120.36 17.500 m | 167.00000 2922.50| 170.00000 2975.00| 172.62000 3020.85
900 mm CULVERT PIPE, TYPE 2 | | |
0068 P400.24 224.000 m | 94.00000 21056.00| 97.00000 21728.00| 94.50000 21168.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0069 P400.30 254.000 m | 132.00000 33528.00| 136.00000 34544.00| 123.67000 31412.18
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0070 P400.36 157.000 m | 179.00000 28103.00| 185.00000 29045.00| 146.27000 22964.39
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : N07 CONTRACT ID : 4575X COUNTIES : FILLMORE
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : F-81-1(1022)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 3606
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0071 0030.40 LUMP| 5000.00000 5000.00| 5500.00000 5500.00| 15000.00000 15000.00
MOBILIZATION | | |
0072 1119.00 1.000 EACH| 400.00000 400.00| 415.00000 415.00| 230.23000 230.23
REMOVE INLET | | |
0073 4035.00 9.000 EACH| 100.00000 900.00| 103.00000 927.00| 93.59000 842.31
REMOVE FLARED-END SECTION | | |
0074 4035.25 9.000 EACH| 100.00000 900.00| 103.00000 927.00| 86.09000 774.81
REMOVE AND SALVAGE FLARED-END SECTION | | |
0075 4040.00 4.000 EACH| 150.00000 600.00| 155.00000 620.00| 176.42000 705.68
REMOVE HEADWALLS FROM CULVERTS | | |
0076 4044.00 1.000 EACH| 1000.00000 1000.00| 1030.00000 1030.00| 932.14000 932.14
PREPARATION OF STRUCTURE AT STA. | | |
1275+24.83 | | |
0077 4044.01 1.000 EACH| 1200.00000 1200.00| 1240.00000 1240.00| 1029.85000 1029.85
PREPARATION OF STRUCTURE AT STA. | | |
1335+37.28 | | |
0078 4050.01 1141.000 m3 | 15.00000 17115.00| 15.00000 17115.00| 7.07000 8066.87
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0079 4051.01 54.000 m3 | 50.00000 2700.00| 52.00000 2808.00| 16.96000 915.84
EXCAVATION FOR BOX CULVERTS | | |
0080 4100.06 4.280 m3 | 1200.00000 5136.00| 1300.00000 5564.00| 548.89000 2349.25
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0081 4101.06 99.040 m3 | 398.00000 39417.92| 410.00000 40606.40| 384.25000 38056.12
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0082 4107.07 4.050 m3 | 400.00000 1620.00| 415.00000 1680.75| 608.43000 2464.14
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0083 4150.00 270.000 kg | 2.75000 742.50| 2.84000 766.80| 1.55000 418.50
REINFORCING STEEL FOR HEADWALL | | |
0084 4151.00 5694.000 kg | 1.45000 8256.30| 1.50000 8541.00| 1.43000 8142.42
REINFORCING STEEL FOR BOX CULVERT | | |
0085 4157.00 186.000 kg | 1.65000 306.90| 1.70000 316.20| 1.55000 288.30
REINFORCING STEEL FOR COLLARS | | |
0086 4310.24 20.000 EACH| 365.00000 7300.00| 380.00000 7600.00| 168.86000 3377.20
600 mm FLARED-END SECTION | | |
0087 4310.30 12.000 EACH| 450.00000 5400.00| 465.00000 5580.00| 239.62000 2875.44
750 mm FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : N07 CONTRACT ID : 4575X COUNTIES : FILLMORE
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : F-81-1(1022)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 3606
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0088 4461.24 8.000 EACH| 100.00000 800.00| 105.00000 840.00| 75.33000 602.64
INSTALL 600 mm CONCRETE FLARED-END | | |
SECTION | | |
0089 4461.36 1.000 EACH| 200.00000 200.00| 205.00000 205.00| 107.61000 107.61
INSTALL 900 mm CONCRETE FLARED-END | | |
SECTION | | |
SECTION TOTALS | $ 198,751.12| $ 205,172.65| $ 180,737.58
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
0090 L001.01 33.000 ha | 1289.00000 42537.00| 1330.00000 43890.00| 1324.76000 43717.08
SEEDING, TYPE A | | |
0091 L001.02 4.000 ha | 935.00000 3740.00| 964.00000 3856.00| 1045.75000 4183.00
SEEDING, TYPE B | | |
0092 L020.02 3744.000 m2 | 1.55000 5803.20| 1.60000 5990.40| 1.60000 5990.40
EROSION CONTROL, TYPE B | | |
0093 L032.75 185.000 Mg | 65.00000 12025.00| 67.00000 12395.00| 75.00000 13875.00
MULCH | | |
0094 0030.50 LUMP| 2250.00000 2250.00| 1100.00000 1100.00| 1500.00000 1500.00
MOBILIZATION | | |
SECTION TOTALS | $ 66,355.20| $ 67,231.40| $ 69,265.48
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 8B ELECTRICAL
| | |
0095 A009.14 10.000 EACH| 1750.00000 17500.00| 1805.00000 18050.00| 1655.00000 16550.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0096 A020.30 2.000 EACH| 1200.00000 2400.00| 1240.00000 2480.00| 1325.00000 2650.00
LIGHTING CONTROL CENTER, TYPE R | | |
0097 A070.10 204.000 m | 7.00000 1428.00| 7.25000 1479.00| 5.20000 1060.80
38 mm CONDUIT IN TRENCH | | |
0098 A072.10 192.000 m | 7.00000 1344.00| 7.25000 1392.00| 8.65000 1660.80
38 mm CONDUIT UNDER ROADWAY | | |
0099 A080.22 396.000 m | 1.50000 594.00| 1.55000 613.80| 2.35000 930.60
STREET LIGHTING CABLE, NO. 6 BARE | | |
0100 A080.24 792.000 m | 1.60000 1267.20| 1.65000 1306.80| 2.50000 1980.00
STREET LIGHTING CABLE, NO. 6 USE | | |
0101 0030.81 LUMP| 1565.00000 1565.00| 1600.00000 1600.00| 1450.00000 1450.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : N07 CONTRACT ID : 4575X COUNTIES : FILLMORE
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : F-81-1(1022)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 3606
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 26,098.20| $ 26,921.60| $ 26,282.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0102 0001.08 10066.000 BDAY| 0.50000 5033.00| 0.50000 5033.00| 0.50000 5033.00
BARRICADE, TYPE II | | |
0103 0001.10 11610.000 BDAY| 2.25000 26122.50| 1.75000 20317.50| 2.00000 23220.00
BARRICADE, TYPE III | | |
0104 0001.30 3472.000 LDAY| 2.75000 9548.00| 1.03000 3576.16| 3.00000 10416.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0105 0001.75 360.000 EACH| 7.00000 2520.00| 4.15000 1494.00| 10.00000 3600.00
TEMPORARY SIGN DAY | | |
0106 0001.90 28332.000 EACH| 0.50000 14166.00| 0.33000 9349.56| 0.50000 14166.00
SIGN DAY | | |
0107 0002.30 100.000 m | 5.00000 500.00| 2.06000 206.00| 5.00000 500.00
PAVEMENT MARKING REMOVAL | | |
0108 0002.38 1400.000 m | 1.00000 1400.00| 1.01000 1414.00| 1.00000 1400.00
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0109 0002.39 26250.000 m | 1.50000 39375.00| 2.65000 69562.50| 1.50000 39375.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0110 0002.97 180.000 DAY | 15.00000 2700.00| 24.75000 4455.00| 25.00000 4500.00
FLASHING ARROW PANEL | | |
0111 0003.10 20.000 DAY | 175.00000 3500.00| 225.00000 4500.00| 136.90000 2738.00
FLAGGING | | |
0112 0003.35 6.000 DAY | 2000.00000 12000.00| 1200.00000 7200.00| 1200.00000 7200.00
MOBILE TRAFFIC CONTROL OPERATION | | |
0113 0010.04 1.000 EACH| 1500.00000 1500.00| 10000.00000 10000.00| 6389.11000 6389.11
FIELD OFFICE | | |
0114 0030.30 LUMP| 10000.00000 10000.00| 5200.00000 5200.00| 10000.00000 10000.00
MOBILIZATION | | |
0115 1017.00 10.483 LS | 70000.00000 70000.00| 125000.00000 125000.00| 104839.50000 104839.50
CONSTRUCTION STAKING AND SURVEYING | | |
0116 9110.01 20.000 HOUR| 70.00000 1400.00| 72.00000 1440.00| 56.94000 1138.80
RENTAL OF LOADER, FULLY OPERATED | | |
0117 9110.02 20.000 HOUR| 75.00000 1500.00| 72.00000 1440.00| 58.09000 1161.80
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0118 9110.03 20.000 HOUR| 60.00000 1200.00| 46.00000 920.00| 50.00000 1000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0119 9110.07 20.000 HOUR| 55.00000 1100.00| 46.00000 920.00| 36.48000 729.60
RENTAL OF SKID LOADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : N07 CONTRACT ID : 4575X COUNTIES : FILLMORE
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : F-81-1(1022)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 3606
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 203,564.50| $ 272,027.72| $ 237,406.81
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 8,708,874.79| $ 9,125,700.95| $ 9,347,950.41
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : N07 CONTRACT ID : 4575X COUNTIES : FILLMORE
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : F-81-1(1022)
====================================================================================================================================
|(4) 0751 | |
|JENSEN CO., INC./IRVING F. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 37.000 ha | 140.00000 5180.00| |
COVER CROP SEEDING | | |
0002 L020.01 296.000 m2 | 6.25000 1850.00| |
EROSION CONTROL, TYPE A | | |
0003 L020.09 98.000 m2 | 14.85000 1455.30| |
EROSION CONTROL, TYPE AAA | | |
0004 L020.10 1779.000 m2 | 1.82000 3237.78| |
EROSION CONTROL, TYPE HV | | |
0005 L021.06 18.000 BALE| 19.00000 342.00| |
EROSION CHECKS, TYPE HV | | |
0006 L022.14 340.000 m | 11.21000 3811.40| |
FABRIC SILT FENCE-LOW PROFILE LOW | | |
POROSITY | | |
0007 P400.18 684.600 m | 95.60000 65447.76| |
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0008 0030.10 LUMP| 46000.00000 46000.00| |
MOBILIZATION | | |
0009 1009.00 LUMP| 4000.00000 4000.00| |
GENERAL CLEARING AND GRUBBING | | |
0010 1010.00 197229.000 m3 | 1.09000 214979.61| |
EXCAVATION | | |
0011 1010.01 2632.000 m3 | 1.99000 5237.68| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0012 1010.10 341908.000 m3 | 1.99000 680396.92| |
EXCAVATION, BORROW | | |
0013 1011.00 10120.000 kL | 1.00000 10120.00| |
WATER | | |
0014 1012.00 147.000 EACH| 52.00000 7644.00| |
RIGHT-OF-WAY MARKERS | | |
0015 1040.05 256.000 m2 | 5.00000 1280.00| |
TEMPORARY SLOPE PROTECTION | | |
0016 1090.00 1.000 EACH| 750.00000 750.00| |
ABANDON WELLS | | |
0017 1101.00 35623.000 m2 | 2.90000 103306.70| |
REMOVE PAVEMENT | | |
0018 1101.25 22.000 m | 8.20000 180.40| |
SAWING PAVEMENT | | |
0019 1102.00 18449.000 m2 | 2.45000 45200.05| |
REMOVE ASPHALT SURFACE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : N07 CONTRACT ID : 4575X COUNTIES : FILLMORE
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : F-81-1(1022)
====================================================================================================================================
|(4) 0751 | |
|JENSEN CO., INC./IRVING F. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1122.01 3721.000 m2 | 2.50000 9302.50| |
REMOVE CONCRETE MEDIAN SURFACING | | |
0021 1701.18 11.000 m | 25.00000 275.00| |
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0022 1701.24 258.000 m | 39.00000 10062.00| |
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0023 4004.50 1106.000 kg | 2.91000 3218.46| |
CAST IRON GRATE AND FRAME | | |
0024 4018.00 1.000 EACH| 500.00000 500.00| |
TAPPING EXISTING STRUCTURE | | |
0025 4105.59 18.400 m3 | 803.70000 14788.08| |
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0026 4155.50 751.000 kg | 2.20000 1652.20| |
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0027 4310.18 32.000 EACH| 332.00000 10624.00| |
450 mm FLARED-END SECTION | | |
SECTION TOTALS | $ 1,250,841.84| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0028 0009.00 8.000 EACH| 900.00000 7200.00| |
PERMANENT BARRICADE | | |
0029 0030.30 LUMP| 394000.00000 394000.00| |
MOBILIZATION | | |
0030 1020.06 214.000 EACH| 24.00000 5136.00| |
FLEXIBLE POST DELINEATOR | | |
0031 1020.20 24.000 EACH| 24.00000 576.00| |
INSTALL CHEVRONS | | |
0032 1102.05 360.000 m2 | 6.00000 2160.00| |
REMOVE ASPHALT SURFACING FROM PAVEMENT | | |
0033 2001.00 294.000 m3 | 24.10000 7085.40| |
GRAVEL SURFACE COURSE | | |
0034 2020.50 28295.000 m2 | 14.25000 403203.75| |
SURFACING 150 mm | | |
0035 2021.00 3.000 EACH| 50.00000 150.00| |
MAILBOX POST | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 13
TABULATION OF BIDS
CALL ORDER : N07 CONTRACT ID : 4575X COUNTIES : FILLMORE
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : F-81-1(1022)
====================================================================================================================================
|(4) 0751 | |
|JENSEN CO., INC./IRVING F. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 3017.40 124.000 m2 | 50.00000 6200.00| |
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0037 3075.41 10933.000 m2 | 25.00000 273325.00| |
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0038 3075.51 6604.000 m2 | 26.00000 171704.00| |
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0039 3075.55 126308.000 m2 | 28.25000 3568201.00| |
255 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0040 3300.50 14.030 LS | 8000.00000 8000.00| |
PORTLAND CEMENT CONCRETE SMOOTHNESS | | |
TESTING | | |
0041 4763.26 132.000 EACH| 200.00000 26400.00| |
UNDERDRAIN HEADWALL | | |
0042 4764.34 647.000 m | 9.00000 5823.00| |
100 mm NONPERFORATED PIPE UNDERDRAIN | | |
0043 4764.35 10085.000 m | 9.00000 90765.00| |
100 mm PERFORATED PIPE UNDERDRAIN | | |
0044 7490.03 6900.000 m | 1.25000 8625.00| |
100 mm YELLOW THERMOPLASTIC | | |
0045 7490.04 8600.000 m | 1.25000 10750.00| |
100 mm WHITE THERMOPLASTIC | | |
0046 7550.03 14100.000 m | 1.62000 22842.00| |
100 mm YELLOW EPOXY PAVEMENT MARKING | | |
0047 7550.04 17600.000 m | 1.62000 28512.00| |
100 mm WHITE EPOXY PAVEMENT MARKING | | |
0048 8029.10 164896.000 m2 | 5.00000 824480.00| |
AGGREGATE FOUNDATION COURSE-D 100 mm | | |
0049 8111.00 26.932 StaM| 531.00000 14300.89| |
SHOULDER SUBGRADE PREPARATION | | |
0050 9005.00 100.000 Mg | 53.00000 5300.00| |
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SPS | | |
0051 9005.01 90.000 Mg | 63.00000 5670.00| |
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP-4(12.5) | | |
0052 9005.23 9840.000 Mg | 26.33000 259087.20| |
ASPHALTIC CONCRETE, TYPE SPS | | |
0053 9005.45 28220.000 Mg | 35.82000 1010840.40| |
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 14
TABULATION OF BIDS
CALL ORDER : N07 CONTRACT ID : 4575X COUNTIES : FILLMORE
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : F-81-1(1022)
====================================================================================================================================
|(4) 0751 | |
|JENSEN CO., INC./IRVING F. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 9009.00 3409.000 m2 | 1.75000 5965.75| |
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0055 9021.01 1528.740 Mg | 186.90000 285721.51| |
PERFORMANCE GRADED BINDER (64-22) | | |
0056 9021.03 531.360 Mg | 186.90000 99311.18| |
PERFORMANCE GRADED BINDER (58-28) | | |
0057 9034.00 3409.000 m2 | 3.00000 10227.00| |
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0058 9053.00 89580.000 L | 0.29000 25978.20| |
TACK COAT | | |
0059 9111.00 4096.000 kL | 2.50000 10240.00| |
WATER | | |
0060 9150.00 61370.000 m2 | 0.35000 21479.50| |
CRACKING AND SEATING CONCRETE PAVEMENT | | |
0061 9170.00 480.715 StaM| 176.00000 84605.84| |
EARTH SHOULDER CONSTRUCTION | | |
0062 9173.20 183284.000 m2 | 1.08000 197946.72| |
SUBGRADE PREPARATION | | |
0063 9185.76 136.620 StaM| 18.00000 2459.16| |
RUMBLE STRIPS, ASPHALT | | |
0064 9185.77 280.690 StaM| 35.00000 9824.15| |
RUMBLE STRIPS, CONCRETE | | |
0065 9300.50 6.831 LS | 2500.00000 2500.00| |
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 7,916,595.65| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0066 P120.24 150.500 m | 94.00000 14147.00| |
600 mm CULVERT PIPE, TYPE 2 | | |
0067 P120.36 17.500 m | 167.00000 2922.50| |
900 mm CULVERT PIPE, TYPE 2 | | |
0068 P400.24 224.000 m | 94.00000 21056.00| |
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0069 P400.30 254.000 m | 132.00000 33528.00| |
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0070 P400.36 157.000 m | 179.00000 28103.00| |
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 15
TABULATION OF BIDS
CALL ORDER : N07 CONTRACT ID : 4575X COUNTIES : FILLMORE
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : F-81-1(1022)
====================================================================================================================================
|(4) 0751 | |
|JENSEN CO., INC./IRVING F. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0071 0030.40 LUMP| 5000.00000 5000.00| |
MOBILIZATION | | |
0072 1119.00 1.000 EACH| 400.00000 400.00| |
REMOVE INLET | | |
0073 4035.00 9.000 EACH| 100.00000 900.00| |
REMOVE FLARED-END SECTION | | |
0074 4035.25 9.000 EACH| 100.00000 900.00| |
REMOVE AND SALVAGE FLARED-END SECTION | | |
0075 4040.00 4.000 EACH| 150.00000 600.00| |
REMOVE HEADWALLS FROM CULVERTS | | |
0076 4044.00 1.000 EACH| 1000.00000 1000.00| |
PREPARATION OF STRUCTURE AT STA. | | |
1275+24.83 | | |
0077 4044.01 1.000 EACH| 1200.00000 1200.00| |
PREPARATION OF STRUCTURE AT STA. | | |
1335+37.28 | | |
0078 4050.01 1141.000 m3 | 15.00000 17115.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0079 4051.01 54.000 m3 | 50.00000 2700.00| |
EXCAVATION FOR BOX CULVERTS | | |
0080 4100.06 4.280 m3 | 1200.00000 5136.00| |
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0081 4101.06 99.040 m3 | 398.00000 39417.92| |
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0082 4107.07 4.050 m3 | 400.00000 1620.00| |
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0083 4150.00 270.000 kg | 2.75000 742.50| |
REINFORCING STEEL FOR HEADWALL | | |
0084 4151.00 5694.000 kg | 1.45000 8256.30| |
REINFORCING STEEL FOR BOX CULVERT | | |
0085 4157.00 186.000 kg | 1.65000 306.90| |
REINFORCING STEEL FOR COLLARS | | |
0086 4310.24 20.000 EACH| 365.00000 7300.00| |
600 mm FLARED-END SECTION | | |
0087 4310.30 12.000 EACH| 450.00000 5400.00| |
750 mm FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 16
TABULATION OF BIDS
CALL ORDER : N07 CONTRACT ID : 4575X COUNTIES : FILLMORE
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : F-81-1(1022)
====================================================================================================================================
|(4) 0751 | |
|JENSEN CO., INC./IRVING F. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0088 4461.24 8.000 EACH| 100.00000 800.00| |
INSTALL 600 mm CONCRETE FLARED-END | | |
SECTION | | |
0089 4461.36 1.000 EACH| 200.00000 200.00| |
INSTALL 900 mm CONCRETE FLARED-END | | |
SECTION | | |
SECTION TOTALS | $ 198,751.12| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
0090 L001.01 33.000 ha | 1450.00000 47850.00| |
SEEDING, TYPE A | | |
0091 L001.02 4.000 ha | 1093.00000 4372.00| |
SEEDING, TYPE B | | |
0092 L020.02 3744.000 m2 | 1.27000 4754.88| |
EROSION CONTROL, TYPE B | | |
0093 L032.75 185.000 Mg | 65.00000 12025.00| |
MULCH | | |
0094 0030.50 LUMP| 950.00000 950.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 69,951.88| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 8B ELECTRICAL
| | |
0095 A009.14 10.000 EACH| 1750.00000 17500.00| |
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0096 A020.30 2.000 EACH| 1200.00000 2400.00| |
LIGHTING CONTROL CENTER, TYPE R | | |
0097 A070.10 204.000 m | 7.00000 1428.00| |
38 mm CONDUIT IN TRENCH | | |
0098 A072.10 192.000 m | 7.00000 1344.00| |
38 mm CONDUIT UNDER ROADWAY | | |
0099 A080.22 396.000 m | 1.50000 594.00| |
STREET LIGHTING CABLE, NO. 6 BARE | | |
0100 A080.24 792.000 m | 1.60000 1267.20| |
STREET LIGHTING CABLE, NO. 6 USE | | |
0101 0030.81 LUMP| 1722.00000 1722.00| |
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 17
TABULATION OF BIDS
CALL ORDER : N07 CONTRACT ID : 4575X COUNTIES : FILLMORE
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : F-81-1(1022)
====================================================================================================================================
|(4) 0751 | |
|JENSEN CO., INC./IRVING F. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 26,255.20| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0102 0001.08 10066.000 BDAY| 0.50000 5033.00| |
BARRICADE, TYPE II | | |
0103 0001.10 11610.000 BDAY| 2.00000 23220.00| |
BARRICADE, TYPE III | | |
0104 0001.30 3472.000 LDAY| 3.00000 10416.00| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0105 0001.75 360.000 EACH| 10.00000 3600.00| |
TEMPORARY SIGN DAY | | |
0106 0001.90 28332.000 EACH| 0.50000 14166.00| |
SIGN DAY | | |
0107 0002.30 100.000 m | 5.00000 500.00| |
PAVEMENT MARKING REMOVAL | | |
0108 0002.38 1400.000 m | 1.00000 1400.00| |
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0109 0002.39 26250.000 m | 1.50000 39375.00| |
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0110 0002.97 180.000 DAY | 25.00000 4500.00| |
FLASHING ARROW PANEL | | |
0111 0003.10 20.000 DAY | 235.00000 4700.00| |
FLAGGING | | |
0112 0003.35 6.000 DAY | 7250.00000 43500.00| |
MOBILE TRAFFIC CONTROL OPERATION | | |
0113 0010.04 1.000 EACH| 10000.00000 10000.00| |
FIELD OFFICE | | |
0114 0030.30 LUMP| 1000.00000 1000.00| |
MOBILIZATION | | |
0115 1017.00 10.483 LS | 97500.00000 97500.00| |
CONSTRUCTION STAKING AND SURVEYING | | |
0116 9110.01 20.000 HOUR| 45.00000 900.00| |
RENTAL OF LOADER, FULLY OPERATED | | |
0117 9110.02 20.000 HOUR| 75.00000 1500.00| |
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0118 9110.03 20.000 HOUR| 45.00000 900.00| |
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0119 9110.07 20.000 HOUR| 45.00000 900.00| |
RENTAL OF SKID LOADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 18
TABULATION OF BIDS
CALL ORDER : N07 CONTRACT ID : 4575X COUNTIES : FILLMORE
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 4
PROJECT(S) : F-81-1(1022)
====================================================================================================================================
|(4) 0751 | |
|JENSEN CO., INC./IRVING F. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 263,110.00| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 9,725,505.69| |
====================================================================================================================================