|
Contract Letting May 23, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 2
VENDOR RANKING
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 DISTRICT : 7
PROJECT(S) : S-136-3(1015)
CONTRACT DESCRIPTION :
ON US-136 EAST OF ORLEANS.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0083 WERNER CONSTRUCTION, INC. $ 4,813,919.35 100.0000%
2 2252 PAULSEN, INC. $ 5,021,920.17 104.3208%
3 1661 U.S. ASPHALT CO. $ 5,144,304.01 106.8631%
4 0477 WESTERN ENGINEERING COMPANY, INC. $ 5,224,223.10 108.5232%
5 2951 AMES CONSTRUCTION, INC. $ 5,423,938.67 112.6719%
6 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 6,040,005.25 125.4695%
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(1) 0083 |(2) 2252 |(3) 1661
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |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 L006.00 22.000 ha | 130.00000 2860.00| 130.00000 2860.00| 134.90000 2967.80
COVER CROP SEEDING | | |
0002 L020.01 14408.000 m2 | 4.80000 69158.40| 4.80000 69158.40| 5.66000 81549.28
EROSION CONTROL, TYPE A | | |
0003 L020.08 9950.000 m2 | 4.90000 48755.00| 4.90000 48755.00| 5.71000 56814.50
EROSION CONTROL, TYPE AA | | |
0004 L020.09 2577.000 m2 | 13.00000 33501.00| 13.00000 33501.00| 12.19000 31413.63
EROSION CONTROL, TYPE AAA | | |
0005 L020.10 20324.000 m2 | 1.55000 31502.20| 1.55000 31502.20| 1.74000 35363.76
EROSION CONTROL, TYPE HV | | |
0006 L021.01 750.000 BALE| 16.00000 12000.00| 16.00000 12000.00| 21.79000 16342.50
EROSION CHECKS, TYPE A | | |
0007 L021.06 1079.000 BALE| 16.00000 17264.00| 16.00000 17264.00| 15.05000 16238.95
EROSION CHECKS, TYPE HV | | |
0008 L021.21 813.000 BALE| 16.00000 13008.00| 16.00000 13008.00| 22.31000 18138.03
EROSION CHECKS, TYPE AA | | |
0009 L021.22 72.000 BALE| 18.00000 1296.00| 18.00000 1296.00| 31.13000 2241.36
EROSION CHECKS, TYPE AAA | | |
0010 L022.11 1260.000 m | 6.25000 7875.00| 6.25000 7875.00| 8.56000 10785.60
FABRIC SILT FENCE-LOW POROSITY | | |
0011 L022.15 16.000 m | 30.00000 480.00| 30.00000 480.00| 31.13000 498.08
FABRIC SILT FENCE, TYPE ST | | |
0012 L022.75 1227.500 m | 27.00000 33142.50| 27.00000 33142.50| 20.75000 25470.63
TEMPORARY SILT CHECK | | |
0013 0030.10 LUMP| 18500.00000 18500.00| 18500.00000 18500.00| 17640.47000 17640.47
MOBILIZATION | | |
0014 1000.00 15.000 EACH| 300.00000 4500.00| 300.00000 4500.00| 311.30000 4669.50
LARGE TREE REMOVAL | | |
0015 1009.00 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 15565.12000 15565.12
GENERAL CLEARING AND GRUBBING | | |
0016 1010.00 117924.000 m3 | 1.35000 159197.40| 1.35000 159197.40| 1.40000 165093.60
EXCAVATION | | |
0017 1010.10 136082.000 m3 | 2.10000 285772.20| 2.10000 285772.20| 2.18000 296658.76
EXCAVATION, BORROW | | |
0018 1011.00 10437.000 kL | 2.64000 27553.68| 2.64000 27553.68| 2.74000 28597.38
WATER | | |
0019 1012.00 130.000 EACH| 55.00000 7150.00| 55.00000 7150.00| 57.07000 7419.10
RIGHT-OF-WAY MARKERS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(1) 0083 |(2) 2252 |(3) 1661
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1016.00 78.000 EACH| 78.00000 6084.00| 75.00000 5850.00| 80.94000 6313.32
RE-ESTABLISH PROPERTY CORNER | | |
0021 1090.00 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 518.84000 518.84
ABANDON WELLS | | |
0022 1101.00 759.000 m2 | 4.50000 3415.50| 4.50000 3415.50| 4.67000 3544.53
REMOVE PAVEMENT | | |
0023 1101.25 158.100 m | 9.00000 1422.90| 9.00000 1422.90| 9.34000 1476.65
SAWING PAVEMENT | | |
0024 1102.00 1081.000 m2 | 4.50000 4864.50| 4.50000 4864.50| 4.67000 5048.27
REMOVE ASPHALT SURFACE | | |
0025 1106.00 387.000 m2 | 4.50000 1741.50| 4.50000 1741.50| 4.67000 1807.29
REMOVE DRIVEWAY | | |
0026 1107.00 227.000 m2 | 4.50000 1021.50| 4.50000 1021.50| 4.67000 1060.09
REMOVE WALK | | |
0027 1108.00 285.600 m | 13.00000 3712.80| 13.00000 3712.80| 13.49000 3852.74
REMOVE COMBINATION CURB AND GUTTER | | |
0028 1111.00 29.100 m | 2.50000 72.75| 2.50000 72.75| 2.59000 75.37
REMOVE FENCE | | |
0029 1113.00 1.000 EACH| 150.00000 150.00| 150.00000 150.00| 155.65000 155.65
REMOVE STEP | | |
0030 1120.00 1.000 EACH| 350.00000 350.00| 350.00000 350.00| 363.19000 363.19
REMOVE DISCHARGE STRUCTURE | | |
0031 1125.00 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1037.67000 1037.67
CLEAR TRACT AT STA. 11+57 TO 13+50 RT. | | |
0032 1131.00 118.000 EACH| 5.00000 590.00| 5.00000 590.00| 5.19000 612.42
REMOVE PLOWABLE PAVEMENT MARKER | | |
0033 1701.18 17.900 m | 33.00000 590.70| 33.00000 590.70| 34.24000 612.90
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0034 1701.24 307.700 m | 45.00000 13846.50| 45.00000 13846.50| 46.70000 14369.59
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0035 1703.48 10.500 m | 225.00000 2362.50| 225.00000 2362.50| 233.48000 2451.54
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,| | |
4 OR 5 | | |
0036 4043.00 18.000 m | 9.00000 162.00| 9.00000 162.00| 9.34000 168.12
REMOVE CULVERT PIPE | | |
0037 4050.01 31.000 m3 | 9.00000 279.00| 9.00000 279.00| 9.34000 289.54
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(1) 0083 |(2) 2252 |(3) 1661
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0038 6040.00 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 207.53000 207.53
REMOVE STRUCTURE AT STA. 11+20.3 | | |
0039 6105.01 613.000 Mg | 42.00000 25746.00| 42.00000 25746.00| 43.58000 26714.54
ROCK RIPRAP, TYPE A | | |
0040 7017.00 242.000 m | 3.25000 786.50| 3.25000 786.50| 3.37000 815.54
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 857,414.03| $ 857,180.03| $ 904,963.38
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0041 P120.30 19.000 m | 128.00000 2432.00| 128.00000 2432.00| 132.82000 2523.58
750 mm CULVERT PIPE, TYPE 2 | | |
0042 P120.78 46.000 m | 802.50000 36915.00| 802.50000 36915.00| 832.73000 38305.58
1950 mm CULVERT PIPE, TYPE 2 | | |
0043 P129.78 96.000 m | 898.00000 86208.00| 898.00000 86208.00| 931.83000 89455.68
1950 mm CULVERT PIPE, TYPE 2 CLASS V | | |
0044 P300.15 5.500 m | 59.00000 324.50| 59.00000 324.50| 61.22000 336.71
375 mm CULVERT PIPE, TYPE 3,4, OR 5 | | |
0045 P300.24 33.500 m | 79.00000 2646.50| 79.00000 2646.50| 81.98000 2746.33
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0046 P300.30 13.900 m | 106.00000 1473.40| 106.00000 1473.40| 109.99000 1528.86
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0047 P300.36 22.500 m | 123.00000 2767.50| 123.00000 2767.50| 127.63000 2871.68
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0048 P300.48 20.900 m | 160.00000 3344.00| 160.00000 3344.00| 166.03000 3470.03
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0049 P300.54 39.400 m | 173.00000 6816.20| 173.00000 6816.20| 179.52000 7073.09
1350 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0050 P300.72 13.400 m | 268.00000 3591.20| 268.00000 3591.20| 278.10000 3726.54
1800 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0051 P310.48 20.000 m | 226.00000 4520.00| 226.00000 4520.00| 234.51000 4690.20
1200 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0052 P310.54 14.000 m | 255.00000 3570.00| 255.00000 3570.00| 264.61000 3704.54
1350 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0053 P402.24 102.400 m | 66.00000 6758.40| 66.00000 6758.40| 68.49000 7013.38
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0054 P402.36 56.200 m | 99.00000 5563.80| 99.00000 5563.80| 102.73000 5773.43
900 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0055 P500.24 98.500 m | 93.50000 9209.75| 93.50000 9209.75| 97.02000 9556.47
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(1) 0083 |(2) 2252 |(3) 1661
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0056 P500.30 80.000 m | 119.00000 9520.00| 119.00000 9520.00| 123.48000 9878.40
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8 | | |
0057 P500.36 21.300 m | 144.00000 3067.20| 144.00000 3067.20| 149.43000 3182.86
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0058 P700.15 3.500 m | 85.00000 297.50| 85.00000 297.50| 88.20000 308.70
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0059 P700.18 85.300 m | 91.00000 7762.30| 91.00000 7762.30| 94.43000 8054.88
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0060 P700.24 173.800 m | 110.80000 19257.04| 110.80000 19257.04| 114.97000 19981.79
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0061 P700.30 125.900 m | 150.00000 18885.00| 150.00000 18885.00| 155.65000 19596.34
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0062 P700.36 141.000 m | 183.00000 25803.00| 183.00000 25803.00| 189.89000 26774.49
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0063 P702.42 93.800 m | 245.00000 22981.00| 245.00000 22981.00| 254.23000 23846.77
1050 mm STORM SEWER PIPE, TYPE 1 | | |
0064 P702.48 111.600 m | 304.00000 33926.40| 304.00000 33926.40| 315.45000 35204.22
1200 mm STORM SEWER PIPE, TYPE 1 | | |
0065 0030.40 LUMP| 14500.00000 14500.00| 14500.00000 14500.00| 15046.29000 15046.29
MOBILIZATION | | |
0066 1119.50 2.000 EACH| 150.00000 300.00| 150.00000 300.00| 155.65000 311.30
REMOVE JUNCTION BOX | | |
0067 4002.00 1254.000 kg | 3.85000 4827.90| 3.85000 4827.90| 4.00000 5016.00
CAST IRON COVER AND FRAME | | |
0068 4003.00 263.000 kg | 3.60000 946.80| 3.60000 946.80| 3.74000 983.62
CAST IRON COVER, FRAME, AND FLANGE | | |
0069 4004.50 120.000 kg | 3.45000 414.00| 3.45000 414.00| 3.58000 429.60
CAST IRON GRATE AND FRAME | | |
0070 4005.00 1716.000 kg | 3.11000 5336.76| 3.11000 5336.76| 3.23000 5542.68
CAST IRON RING AND COVER | | |
0071 4016.00 1.000 EACH| 2885.00000 2885.00| 2885.00000 2885.00| 2993.69000 2993.69
MANHOLE AT STA. 16+00 7.9 RT | | |
0072 4016.01 1.000 EACH| 2885.00000 2885.00| 2885.00000 2885.00| 2993.69000 2993.69
MANHOLE AT STA. 16+95.4 7.97 RT | | |
0073 4016.02 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 3113.02000 3113.02
MANHOLE AT STA. 17+39.1 8.15 RT | | |
0074 4016.03 1.000 EACH| 2885.00000 2885.00| 2885.00000 2885.00| 2993.69000 2993.69
MANHOLE AT STA. 17+50.2 8.15 RT | | |
0075 4016.04 1.000 EACH| 2885.00000 2885.00| 2885.00000 2885.00| 2993.69000 2993.69
MANHOLE AT STA. 17+89.2 8.13 RT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(1) 0083 |(2) 2252 |(3) 1661
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0076 4016.05 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2075.35000 2075.35
MANHOLE AT STA. 18+10.2 8.03 RT | | |
0077 4016.06 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2075.35000 2075.35
MANHOLE AT STA. 18+50.2 8.09 RT | | |
0078 4016.07 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2075.35000 2075.35
MANHOLE AT STA. 19+00.2 7.88 RT | | |
0079 4016.08 1.000 EACH| 2320.00000 2320.00| 2320.00000 2320.00| 2407.41000 2407.41
MANHOLE AT STA. 19+30.2 7.89 RT | | |
0080 4016.09 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2075.35000 2075.35
MANHOLE AT STA. 19+61.9 7.90 RT | | |
0081 4016.10 1.000 EACH| 1850.00000 1850.00| 1850.00000 1850.00| 1919.70000 1919.70
MANHOLE AT STA. 21+55 8.0 LT | | |
0082 4016.11 1.000 EACH| 1850.00000 1850.00| 1850.00000 1850.00| 1919.70000 1919.70
MANHOLE AT STA. 21+55 10.0 RT | | |
0083 4018.50 1.000 EACH| 305.00000 305.00| 305.00000 305.00| 316.49000 316.49
TAPPING EXISTING PIPE | | |
0084 4040.00 30.000 EACH| 96.00000 2880.00| 96.00000 2880.00| 99.62000 2988.60
REMOVE HEADWALLS FROM CULVERTS | | |
0085 4044.00 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1037.67000 1037.67
PREPARATION OF STRUCTURE AT STA. 27+15.5| | |
0086 4044.01 1.000 EACH| 1300.00000 1300.00| 1300.00000 1300.00| 1348.98000 1348.98
PREPARATION OF STRUCTURE AT STA. 33+15.3| | |
0087 4045.04 1.000 EACH| 4500.00000 4500.00| 4500.00000 4500.00| 4669.54000 4669.54
REMOVE STRUCTURE AT STA. 75+72.9 | | |
0088 4045.05 1.000 EACH| 7000.00000 7000.00| 7000.00000 7000.00| 7263.72000 7263.72
REMOVE STRUCTURE AT STA. 89+21.6 | | |
0089 4050.01 1916.000 m3 | 11.00000 21076.00| 11.00000 21076.00| 11.41000 21861.56
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0090 4051.01 2157.000 m3 | 8.00000 17256.00| 8.00000 17256.00| 8.30000 17903.10
EXCAVATION FOR BOX CULVERTS | | |
0091 4100.06 17.200 m3 | 650.00000 11180.00| 650.00000 11180.00| 674.49000 11601.23
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0092 4101.06 516.141 m3 | 325.00000 167745.83| 325.00000 167745.83| 337.24000 174063.39
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0093 4105.59 77.060 m3 | 556.00000 42845.36| 556.00000 42845.36| 576.95000 44459.77
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(1) 0083 |(2) 2252 |(3) 1661
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0094 4107.07 0.590 m3 | 525.00000 309.75| 525.00000 309.75| 544.78000 321.42
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0095 4120.06 6.000 m3 | 653.00000 3918.00| 653.00000 3918.00| 677.60000 4065.60
CLASS 47B-20 OR AX-20 FOR CONCRETE BOX | | |
CULVERT PLUG | | |
0096 4150.00 899.000 kg | 2.20000 1977.80| 2.20000 1977.80| 2.28000 2049.72
REINFORCING STEEL FOR HEADWALL | | |
0097 4151.00 29575.000 kg | 1.20000 35490.00| 1.20000 35490.00| 1.25000 36968.75
REINFORCING STEEL FOR BOX CULVERT | | |
0098 4155.50 3608.000 kg | 1.56000 5628.48| 1.56000 5628.48| 1.62000 5844.96
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0099 4157.00 24.000 kg | 2.20000 52.80| 2.20000 52.80| 2.28000 54.72
REINFORCING STEEL FOR COLLARS | | |
0100 4310.18 1.000 EACH| 365.00000 365.00| 365.00000 365.00| 378.75000 378.75
450 mm FLARED-END SECTION | | |
0101 4310.24 16.000 EACH| 210.00000 3360.00| 210.00000 3360.00| 217.91000 3486.56
600 mm FLARED-END SECTION | | |
0102 4310.30 2.000 EACH| 265.00000 530.00| 265.00000 530.00| 274.98000 549.96
750 mm FLARED-END SECTION | | |
0103 4310.36 6.000 EACH| 400.00000 2400.00| 400.00000 2400.00| 415.07000 2490.42
900 mm FLARED-END SECTION | | |
0104 4310.48 5.000 EACH| 825.00000 4125.00| 825.00000 4125.00| 856.08000 4280.40
1200 mm FLARED-END SECTION | | |
0105 4310.54 4.000 EACH| 925.00000 3700.00| 925.00000 3700.00| 959.85000 3839.40
1350 mm FLARED-END SECTION | | |
0106 4325.24 4.000 EACH| 550.00000 2200.00| 550.00000 2200.00| 570.72000 2282.88
600 mm SAFETY SLOPED END SECTION | | |
0107 4670.05 120.000 m3 | 70.00000 8400.00| 70.00000 8400.00| 72.64000 8716.80
CULVERT SANDFILL AT STA. 33+15.3 | | |
0108 4885.78 48.000 m | 1761.00000 84528.00| 1761.00000 84528.00| 1827.35000 87712.80
JACKING 1950 mm CULVERT PIPE, TYPE 2 | | |
CLASS V | | |
0109 6105.01 229.000 Mg | 40.00000 9160.00| 40.00000 9160.00| 41.51000 9505.79
ROCK RIPRAP, TYPE A | | |
0110 6105.02 1177.000 Mg | 39.30000 46256.10| 39.30000 46256.10| 40.78000 47998.06
ROCK RIPRAP, TYPE B | | |
0111 6105.03 416.000 Mg | 39.30000 16348.80| 39.30000 16348.80| 40.78000 16964.48
ROCK RIPRAP, TYPE C | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(1) 0083 |(2) 2252 |(3) 1661
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 878,363.07| $ 878,363.07| $ 911,595.55
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CULVERTS
| | |
0112 W100.01 2.000 EACH| 210.00000 420.00| 210.00000 420.00| 217.91000 435.82
CURB STOP AND BOX | | |
0113 W100.25 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 207.53000 207.53
VALVE BOX | | |
0114 W176.26 108.000 m | 34.00000 3672.00| 34.00000 3672.00| 35.28000 3810.24
25 mm WATER SERVICE | | |
0115 W176.71 2.000 EACH| 210.00000 420.00| 210.00000 420.00| 217.91000 435.82
WATER SERVICE CONNECTION | | |
0116 W180.60 1.000 EACH| 450.00000 450.00| 450.00000 450.00| 466.95000 466.95
METER PIT - COMPLETE | | |
0117 W205.04 10.100 m | 128.00000 1292.80| 128.00000 1292.80| 132.82000 1341.48
100 mm WATER MAIN PIPE | | |
0118 W205.06 46.900 m | 130.00000 6097.00| 130.00000 6097.00| 134.90000 6326.81
150 mm WATER MAIN PIPE | | |
0119 W205.08 44.600 m | 135.00000 6021.00| 135.00000 6021.00| 140.09000 6248.01
200 mm WATER MAIN PIPE | | |
0120 W219.66 3.000 EACH| 533.00000 1599.00| 533.00000 1599.00| 553.08000 1659.24
150 mm GATE VALVE AND BOX | | |
0121 W220.40 3.000 EACH| 300.00000 900.00| 300.00000 900.00| 311.30000 933.90
SALVAGE GATE VALVE | | |
0122 W222.00 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| 1452.74000 1452.74
FIRE HYDRANT | | |
0123 W222.06 3.000 EACH| 1400.00000 4200.00| 1400.00000 4200.00| 1452.74000 4358.22
150 mm FIRE HYDRANT | | |
0124 W222.91 4.000 EACH| 350.00000 1400.00| 350.00000 1400.00| 363.19000 1452.76
SALVAGE FIRE HYDRANT | | |
0125 W300.14 19.000 m | 105.00000 1995.00| 105.00000 1995.00| 108.96000 2070.24
350 mm CASING | | |
0126 W300.16 13.000 m | 120.00000 1560.00| 120.00000 1560.00| 124.52000 1618.76
450 mm CASING | | |
0127 W356.07 1.000 EACH| 135.00000 135.00| 135.00000 135.00| 140.09000 140.09
100 mm X 100 mm X 100 mm TEE | | |
0128 W356.13 1.000 EACH| 185.00000 185.00| 185.00000 185.00| 191.97000 191.97
150 mm X 150 mm X 150 mm TEE | | |
0129 W356.17 1.000 EACH| 230.00000 230.00| 230.00000 230.00| 238.67000 238.67
200 mm X 200 mm X 150 mm TEE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(1) 0083 |(2) 2252 |(3) 1661
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 W357.16 4.000 EACH| 120.00000 480.00| 120.00000 480.00| 124.52000 498.08
150 mm - 45 DEGREE BEND | | |
0131 W357.40 4.000 EACH| 175.00000 700.00| 175.00000 700.00| 181.59000 726.36
200 mm - 45 DEGREE BEND | | |
0132 W358.16 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 103.77000 103.77
150 mm X 100 mm REDUCER | | |
0133 W724.50 1.000 EACH| 185.00000 185.00| 185.00000 185.00| 191.97000 191.97
DISCONNECT WATER SERVICE AT MAIN | | |
0134 W724.75 9.000 EACH| 450.00000 4050.00| 450.00000 4050.00| 466.95000 4202.55
CONNECT TO WATER MAIN | | |
0135 W750.06 1.000 EACH| 185.00000 185.00| 185.00000 185.00| 191.97000 191.97
RELOCATE WATER VALVE AND BOX | | |
0136 W800.00 1.000 EACH| 65.00000 65.00| 65.00000 65.00| 67.45000 67.45
REMOVE CURB STOP AND BOX | | |
0137 W800.12 2.000 EACH| 85.00000 170.00| 85.00000 170.00| 88.20000 176.40
REMOVE TEE | | |
0138 W800.23 2.000 m | 30.00000 60.00| 30.00000 60.00| 31.13000 62.26
REMOVE WATER LINE | | |
0139 W800.60 1.000 EACH| 150.00000 150.00| 150.00000 150.00| 155.65000 155.65
REMOVE WATER METER PIT | | |
0140 W800.93 28.700 m | 42.00000 1205.40| 42.00000 1205.40| 43.58000 1250.75
BORING 25 mm WATER SERVICE | | |
0141 0030.40 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3113.02000 3113.02
MOBILIZATION | | |
0142 4808.14 19.000 m | 200.00000 3800.00| 200.00000 3800.00| 207.53000 3943.07
BORING 350 mm STEEL CASING | | |
0143 4808.17 13.000 m | 261.00000 3393.00| 261.00000 3393.00| 270.83000 3520.79
BORING 450 mm STEEL CASING | | |
SECTION TOTALS | $ 49,720.20| $ 49,720.20| $ 51,593.34
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
0144 L001.01 16.600 ha | 1080.00000 17928.00| 1080.00000 17928.00| 1509.82000 25063.01
SEEDING, TYPE A | | |
0145 L001.02 6.000 ha | 747.00000 4482.00| 747.00000 4482.00| 1162.20000 6973.20
SEEDING, TYPE B | | |
0146 L010.00 5477.000 m2 | 5.00000 27385.00| 5.00000 27385.00| 6.69000 36641.13
SODDING | | |
0147 L032.75 113.000 Mg | 60.00000 6780.00| 60.00000 6780.00| 67.45000 7621.85
MULCH | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(1) 0083 |(2) 2252 |(3) 1661
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0148 0030.50 LUMP| 4900.00000 4900.00| 2000.00000 2000.00| 1556.51000 1556.51
MOBILIZATION | | |
SECTION TOTALS | $ 61,475.00| $ 58,575.00| $ 77,855.70
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6 BRIDGE AT STA. 12+12.49
ONE 14.785M & TWO 10.895M SPAN PRESTRESS CONC INVERT TEE BR
| | |
0149 0030.60 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| 51883.74000 51883.74
MOBILIZATION | | |
0150 1010.01 135.000 m3 | 25.00000 3375.00| 25.00000 3375.00| 25.94000 3501.90
EXCAVATION (ESTABLISHED QUANTITY) | | |
0151 1043.50 390.000 m2 | 4.00000 1560.00| 4.00000 1560.00| 4.15000 1618.50
RIPRAP FILTER FABRIC | | |
0152 3050.15 139.900 m3 | 280.00000 39172.00| 280.00000 39172.00| 290.55000 40647.95
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0153 3051.10 9095.000 kg | 1.43000 13005.85| 1.43000 13005.85| 1.48000 13460.60
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0154 6000.10 20.000 LS | 7500.00000 7500.00| 7500.00000 7500.00| 7782.56000 7782.56
ABUTMENT NO.1 EXCAVATION | | |
0155 6000.11 20.000 LS | 7500.00000 7500.00| 7500.00000 7500.00| 7782.56000 7782.56
ABUTMENT NO.2 EXCAVATION | | |
0156 6001.50 110.000 LS | 12500.00000 12500.00| 12500.00000 12500.00| 12970.94000 12970.94
BENT NO.1 EXCAVATION | | |
0157 6001.51 110.000 LS | 12500.00000 12500.00| 12500.00000 12500.00| 12970.94000 12970.94
BENT NO.2 EXCAVATION | | |
0158 6005.60 120.000 EACH| 50.00000 6000.00| 50.00000 6000.00| 51.88000 6225.60
ELASTOMERIC BEARING | | |
0159 6010.22 195.500 m3 | 425.00000 83087.50| 425.00000 83087.50| 441.01000 86217.46
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0160 6010.26 103.200 m3 | 525.00000 54180.00| 525.00000 54180.00| 544.78000 56221.30
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0161 6011.11 102.300 LS | 130000.00000 130000.00| 130000.00000 130000.00| 134897.73000 134897.73
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 12+12.49 | | |
0162 6030.00 1.000 EACH| 50000.00000 50000.00| 50000.00000 50000.00| 51883.74000 51883.74
PREPARATION OF BRIDGE AT STA. 12+12.49 | | |
0163 6080.00 445.000 kg | 7.75000 3448.75| 7.75000 3448.75| 8.04000 3577.80
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(1) 0083 |(2) 2252 |(3) 1661
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0164 6104.00 350.000 Mg | 27.50000 9625.00| 27.50000 9625.00| 28.54000 9989.00
BROKEN CONCRETE RIPRAP | | |
0165 6131.50 20860.000 kg | 1.43000 29829.80| 1.43000 29829.80| 1.48000 30872.80
EPOXY COATED REINFORCING STEEL | | |
0166 6139.50 31.000 m2 | 62.00000 1922.00| 62.00000 1922.00| 64.34000 1994.54
SUBSURFACE DRAINAGE MATTING | | |
0167 6210.12 335.300 m | 82.00000 27494.60| 82.00000 27494.60| 85.09000 28530.68
HP 250 mm X 62 kg STEEL PILING | | |
0168 6310.00 274.500 m2 | 130.00000 35685.00| 130.00000 35685.00| 134.90000 37030.05
STEEL SHEET PILING | | |
0169 6510.51 LUMP| 7500.00000 7500.00| 7500.00000 7500.00| 7782.56000 7782.56
TEMPORARY BRIDGE SHORING | | |
0170 8091.00 105.000 m3 | 26.00000 2730.00| 26.00000 2730.00| 26.98000 2832.90
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 588,615.50| $ 588,615.50| $ 610,675.85
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6A BRIDGE AT STA. 54+52.95
ONE 14.785M & TWO 10.895M SPAN PRESTRESS CONC INVERT TEE BR
| | |
0171 0030.60 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| 41506.99000 41506.99
MOBILIZATION | | |
0172 1010.01 285.000 m3 | 10.00000 2850.00| 10.00000 2850.00| 10.38000 2958.30
EXCAVATION (ESTABLISHED QUANTITY) | | |
0173 1043.50 115.000 m2 | 3.60000 414.00| 3.60000 414.00| 3.74000 430.10
RIPRAP FILTER FABRIC | | |
0174 3050.15 116.600 m3 | 260.00000 30316.00| 260.00000 30316.00| 269.80000 31458.68
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0175 3051.10 7630.000 kg | 1.43000 10910.90| 1.43000 10910.90| 1.48000 11292.40
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0176 6000.10 25.000 LS | 7500.00000 7500.00| 7500.00000 7500.00| 7782.56000 7782.56
ABUTMENT NO.1 EXCAVATION | | |
0177 6000.11 25.000 LS | 7500.00000 7500.00| 7500.00000 7500.00| 7782.56000 7782.56
ABUTMENT NO.2 EXCAVATION | | |
0178 6001.50 135.000 LS | 12500.00000 12500.00| 12500.00000 12500.00| 12970.94000 12970.94
BENT NO.1 EXCAVATION | | |
0179 6001.51 135.000 LS | 12500.00000 12500.00| 12500.00000 12500.00| 12970.94000 12970.94
BENT NO.2 EXCAVATION | | |
0180 6005.60 96.000 EACH| 50.00000 4800.00| 50.00000 4800.00| 51.88000 4980.48
ELASTOMERIC BEARING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(1) 0083 |(2) 2252 |(3) 1661
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0181 6010.22 164.600 m3 | 420.00000 69132.00| 420.00000 69132.00| 435.82000 71735.97
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0182 6010.26 89.300 m3 | 490.00000 43757.00| 490.00000 43757.00| 508.46000 45405.48
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0183 6011.11 81.600 LS | 108000.00000 108000.00| 108000.00000 108000.00| 112068.88000 112068.88
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 54+52.95 | | |
0184 6030.00 1.000 EACH| 35000.00000 35000.00| 35000.00000 35000.00| 36318.62000 36318.62
PREPARATION OF BRIDGE AT STA. 54+52.95 | | |
0185 6080.00 460.000 kg | 7.75000 3565.00| 7.75000 3565.00| 8.04000 3698.40
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0186 6104.00 230.000 Mg | 27.55000 6336.50| 27.55000 6336.50| 28.59000 6575.70
BROKEN CONCRETE RIPRAP | | |
0187 6131.50 17885.000 kg | 1.43000 25575.55| 1.43000 25575.55| 1.48000 26469.80
EPOXY COATED REINFORCING STEEL | | |
0188 6139.50 25.000 m2 | 60.00000 1500.00| 60.00000 1500.00| 62.26000 1556.50
SUBSURFACE DRAINAGE MATTING | | |
0189 6210.12 201.200 m | 82.00000 16498.40| 82.00000 16498.40| 85.09000 17120.11
HP 250 mm X 62 kg STEEL PILING | | |
0190 6310.00 245.000 m2 | 130.00000 31850.00| 130.00000 31850.00| 134.90000 33050.50
STEEL SHEET PILING | | |
0191 8091.00 95.000 m3 | 26.00000 2470.00| 26.00000 2470.00| 26.98000 2563.10
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 472,975.35| $ 472,975.35| $ 490,697.01
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 7 GUARDRAIL
| | |
0192 0030.70 LUMP| 462.00000 462.00| 1000.00000 1000.00| 479.41000 479.41
MOBILIZATION | | |
0193 7011.20 82.200 m | 40.00000 3288.00| 40.00000 3288.00| 41.51000 3412.12
W-BEAM GUARDRAIL | | |
0194 7020.00 8.000 EACH| 1000.00000 8000.00| 1000.00000 8000.00| 1037.67000 8301.36
BRIDGE APPROACH SECTIONS | | |
0195 7024.27 8.000 EACH| 1500.00000 12000.00| 1500.00000 12000.00| 1556.51000 12452.08
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 23,750.00| $ 24,288.00| $ 24,644.97
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 8B ELECTRICAL
| | |
0196 A001.12 1.000 EACH| 450.00000 450.00| 450.00000 450.00| 466.95000 466.95
PULL BOX, TYPE PB-5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(1) 0083 |(2) 2252 |(3) 1661
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0197 A004.40 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| 726.37000 1452.74
TRAFFIC SIGNAL, TYPE TS-2 | | |
0198 A070.10 111.000 m | 8.00000 888.00| 8.00000 888.00| 8.30000 921.30
38 mm CONDUIT IN TRENCH | | |
0199 A074.12 45.000 m | 42.00000 1890.00| 42.00000 1890.00| 43.58000 1961.10
38 mm CONDUIT, JACKED | | |
0200 A077.12 22.000 m | 1.25000 27.50| 1.25000 27.50| 1.30000 28.60
2/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0201 A080.22 171.000 m | 1.30000 222.30| 1.30000 222.30| 1.35000 230.85
STREET LIGHTING CABLE, NO. 6 BARE | | |
0202 A080.24 342.000 m | 2.00000 684.00| 2.00000 684.00| 2.08000 711.36
STREET LIGHTING CABLE, NO. 6 USE | | |
0203 A501.75 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 622.60000 622.60
INSTALL FLASHER CONTROLLER | | |
0204 A610.00 1.000 EACH| 750.00000 750.00| 750.00000 750.00| 778.26000 778.26
REMOVE TRAFFIC SIGNAL AT STA. 14+96 | | |
0205 A700.20 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| 1245.21000 2490.42
RELOCATE STREET LIGHTING UNIT TYPE "A" | | |
0206 A700.21 3.000 EACH| 1500.00000 4500.00| 1500.00000 4500.00| 1556.51000 4669.53
RELOCATE STREET LIGHTING UNIT TYPE "B" | | |
0207 0030.81 LUMP| 3500.00000 3500.00| 3500.00000 3500.00| 3631.86000 3631.86
MOBILIZATION | | |
SECTION TOTALS | $ 17,311.80| $ 17,311.80| $ 17,965.57
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 9 BITUMINOUS
| | |
0208 P402.15 336.000 m | 92.00000 30912.00| 104.10000 34977.60| 95.47000 32077.92
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0209 P500.15 24.000 m | 115.00000 2760.00| 130.15000 3123.60| 119.33000 2863.92
375 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0210 0002.55 342.000 StaM| 23.00000 7866.00| 20.00000 6840.00| 23.35000 7985.70
OVERLAY BROKEN LINES | | |
0211 0002.60 229.240 StaM| 26.00000 5960.24| 20.00000 4584.80| 23.35000 5352.75
OVERLAY SOLID LINES | | |
0212 0002.76 29000.000 m | 0.20000 5800.00| 0.20000 5800.00| 0.19000 5510.00
PERMANENT PAVEMENT MARKING PAINT | | |
0213 0030.90 LUMP| 42000.00000 42000.00| 35000.00000 35000.00| 55993.03000 55993.03
MOBILIZATION | | |
0214 2001.00 131.000 m3 | 12.50000 1637.50| 19.26000 2523.06| 31.17000 4083.27
GRAVEL SURFACE COURSE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 15
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(1) 0083 |(2) 2252 |(3) 1661
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0215 2009.10 2.100 StaM| 500.00000 1050.00| 200.00000 420.00| 518.84000 1089.56
GRAVEL EMBEDMENT | | |
0216 2010.00 1.000 m3 | 39.50000 39.50| 35.00000 35.00| 135.72000 135.72
CRUSHED ROCK SURFACE COURSE | | |
0217 2020.00 15.000 m2 | 7.50000 112.50| 4.00000 60.00| 37.23000 558.45
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0218 2021.00 4.000 EACH| 50.00000 200.00| 50.00000 200.00| 51.88000 207.52
MAILBOX POST | | |
0219 3014.12 328.500 m | 80.00000 26280.00| 83.20000 27331.20| 77.83000 25567.16
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
0220 3016.21 240.000 m2 | 30.00000 7200.00| 50.10000 12024.00| 33.21000 7970.40
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0221 3020.26 304.000 m2 | 41.00000 12464.00| 47.00000 14288.00| 43.58000 13248.32
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0222 3075.31 752.000 m2 | 53.00000 39856.00| 58.40000 43916.80| 56.03000 42134.56
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0223 4024.55 46.600 m | 150.00000 6990.00| 170.00000 7922.00| 155.65000 7253.29
FLUME SPILLWAY | | |
0224 4024.70 15.000 EACH| 1700.00000 25500.00| 1925.00000 28875.00| 1764.05000 26460.75
CONCRETE FLUME, TYPE I | | |
0225 4024.73 24.000 EACH| 1500.00000 36000.00| 1700.00000 40800.00| 1556.51000 37356.24
CONCRETE FLUME, TYPE IV | | |
0226 4024.75 2.000 EACH| 1700.00000 3400.00| 1925.00000 3850.00| 1764.05000 3528.10
CONCRETE FLUME, TYPE VI | | |
0227 7503.04 1150.000 m | 6.25000 7187.50| 7.90000 9085.00| 7.26000 8349.00
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0228 7512.04 39.000 m | 36.00000 1404.00| 14.15000 551.85| 12.97000 505.83
600 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
0229 7530.48 3.000 EACH| 1075.00000 3225.00| 850.00000 2550.00| 778.26000 2334.78
RAILROAD CROSSING SYMBOL PREFORMED | | |
PAVEMENT MARKING, TYPE 4 | | |
0230 8029.84 59988.000 m2 | 1.65000 98980.20| 1.60000 95980.80| 1.56000 93581.28
BITUMINOUS FOUNDATION COURSE 100 mm | | |
0231 8101.00 9.455 StaM| 2100.00000 19855.50| 2800.00000 26474.00| 2044.01000 19326.11
SUBGRADE STABILIZATION | | |
0232 9000.75 500.000 Mg | 14.24000 7120.00| 15.26000 7630.00| 14.57000 7285.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 16
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(1) 0083 |(2) 2252 |(3) 1661
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0233 9005.00 75.000 Mg | 38.09000 2856.75| 34.10000 2557.50| 48.32000 3624.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0234 9005.23 4500.000 Mg | 14.24000 64080.00| 15.26000 68670.00| 18.11000 81495.00
ASPHALTIC CONCRETE, TYPE SPS | | |
0235 9005.45 23690.000 Mg | 23.09000 547002.10| 28.45000 673980.50| 31.22000 739601.80
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0236 9009.00 4729.000 m2 | 2.90000 13714.10| 2.05000 9694.45| 3.22000 15227.38
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0237 9020.92 27.000 Mg | 213.00000 5751.00| 239.25000 6459.75| 221.51000 5980.77
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0238 9021.03 243.000 Mg | 213.00000 51759.00| 239.25000 58137.75| 221.51000 53826.93
PERFORMANCE GRADED BINDER (58-28) | | |
0239 9021.08 1283.310 Mg | 269.00000 345210.39| 301.40000 386789.63| 273.93000 351537.11
PERFORMANCE GRADED BINDER (64-28) | | |
0240 9030.00 4376.700 m | 5.00000 21883.50| 5.75000 25166.03| 8.10000 35451.27
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0241 9053.00 59420.000 L | 0.25000 14855.00| 0.24000 14260.80| 0.24000 14260.80
TACK COAT | | |
0242 9111.00 1832.000 kL | 2.00000 3664.00| 2.50000 4580.00| 1.64000 3004.48
WATER | | |
0243 9170.00 161.079 StaM| 150.00000 24161.85| 155.00000 24967.25| 145.27000 23399.95
EARTH SHOULDER CONSTRUCTION | | |
0244 9173.20 75410.000 m2 | 0.95000 71639.50| 0.68000 51278.80| 0.80000 60328.00
SUBGRADE PREPARATION | | |
0245 9179.23 9.316 StaM| 1250.00000 11645.00| 1477.00000 13759.73| 893.56000 8324.40
COLD MILLING, CLASS 3 | | |
0246 9179.24 75.695 StaM| 1490.00000 112785.55| 1586.00000 120052.27| 893.56000 67638.02
COLD MILLING, CLASS 4 | | |
0247 9179.43 33.457 StaM| 495.00000 16561.22| 550.00000 18401.35| 308.03000 10305.76
COLD MILLING, CLASS 3 TYPE A | | |
0248 9188.50 395.000 m2 | 25.00000 9875.00| 24.50000 9677.50| 15.51000 6126.45
SURFACING UNDER GUARDRAIL | | |
0249 9190.50 596.000 Mg | 30.00000 17880.00| 36.40000 21694.40| 16.92000 10084.32
FLY ASH | | |
0250 9300.50 7.887 LS | 5000.00000 5000.00| 2250.00000 2250.00| 2558.72000 2558.72
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 17
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(1) 0083 |(2) 2252 |(3) 1661
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 1,734,123.90| $ 1,927,220.42| $ 1,903,533.82
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 10 GENERAL ITEMS
| | |
0251 0001.08 2060.000 BDAY| 1.00000 2060.00| 0.75000 1545.00| 0.52000 1071.20
BARRICADE, TYPE II | | |
0252 0001.10 3438.000 BDAY| 2.50000 8595.00| 3.75000 12892.50| 2.59000 8904.42
BARRICADE, TYPE III | | |
0253 0001.30 2014.000 LDAY| 2.00000 4028.00| 4.65000 9365.10| 1.56000 3141.84
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0254 0001.75 1720.000 EACH| 6.00000 10320.00| 6.25000 10750.00| 2.08000 3577.60
TEMPORARY SIGN DAY | | |
0255 0001.90 24610.000 EACH| 0.50000 12305.00| 0.62000 15258.20| 0.36000 8859.60
SIGN DAY | | |
0256 0002.30 350.000 m | 1.75000 612.50| 1.85000 647.50| 2.08000 728.00
PAVEMENT MARKING REMOVAL | | |
0257 0002.31 650.000 m | 1.00000 650.00| 1.15000 747.50| 2.08000 1352.00
TEMPORARY PAVEMENT MARKING | | |
0258 0003.10 140.000 DAY | 180.00000 25200.00| 172.00000 24080.00| 180.79000 25310.60
FLAGGING | | |
0259 0003.20 10.000 DAY | 280.00000 2800.00| 270.00000 2700.00| 274.55000 2745.50
FURNISHING AND OPERATING PILOT VEHICLE | | |
0260 0003.51 150.000 m | 30.00000 4500.00| 47.50000 7125.00| 33.26000 4989.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0261 0003.56 150.000 m | 15.00000 2250.00| 12.00000 1800.00| 17.91000 2686.50
RELOCATE CONCRETE PROTECTION BARRIER | | |
0262 0003.70 4.000 EACH| 400.00000 1600.00| 450.00000 1800.00| 311.30000 1245.20
TEMPORARY RUMBLE STRIP | | |
0263 0003.75 1.000 EACH| 8000.00000 8000.00| 9050.00000 9050.00| 8301.40000 8301.40
TEMPORARY TRAFFIC SIGNAL | | |
0264 0005.10 200.000 DAY | 150.00000 30000.00| 176.00000 35200.00| 123.64000 24728.00
TRAFFIC CONTROL MANAGEMENT | | |
0265 0010.04 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| 1535.23000 1535.23
FIELD OFFICE | | |
0266 0030.00 LUMP| 5000.00000 5000.00| 4300.00000 4300.00| 41732.93000 41732.93
MOBILIZATION | | |
0267 9110.01 55.000 HOUR| 65.00000 3575.00| 52.00000 2860.00| 65.58000 3606.90
RENTAL OF LOADER, FULLY OPERATED | | |
0268 9110.02 20.000 HOUR| 70.00000 1400.00| 52.00000 1040.00| 56.13000 1122.60
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 18
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(1) 0083 |(2) 2252 |(3) 1661
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0269 9110.03 55.000 HOUR| 55.00000 3025.00| 45.00000 2475.00| 51.15000 2813.25
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0270 9110.07 55.000 HOUR| 50.00000 2750.00| 37.00000 2035.00| 42.31000 2327.05
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 130,170.50| $ 147,670.80| $ 150,778.82
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,813,919.35| $ 5,021,920.17| $ 5,144,304.01
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 19
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(4) 0477 |(5) 2951 |(6) 3606
|WESTERN ENGINEERING COMPANY,|AMES CONSTRUCTION, 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 22.000 ha | 133.00000 2926.00| 153.36000 3373.92| 129.68000 2852.96
COVER CROP SEEDING | | |
0002 L020.01 14408.000 m2 | 5.60000 80684.80| 4.91000 70743.28| 5.78000 83278.24
EROSION CONTROL, TYPE A | | |
0003 L020.08 9950.000 m2 | 5.60000 55720.00| 5.01000 49849.50| 5.78000 57511.00
EROSION CONTROL, TYPE AA | | |
0004 L020.09 2577.000 m2 | 12.15000 31310.55| 13.29000 34248.33| 12.50000 32212.50
EROSION CONTROL, TYPE AAA | | |
0005 L020.10 20324.000 m2 | 1.65000 33534.60| 1.58000 32111.92| 1.68000 34144.32
EROSION CONTROL, TYPE HV | | |
0006 L021.01 750.000 BALE| 13.25000 9937.50| 16.36000 12270.00| 13.65000 10237.50
EROSION CHECKS, TYPE A | | |
0007 L021.06 1079.000 BALE| 11.25000 12138.75| 16.36000 17652.44| 11.55000 12462.45
EROSION CHECKS, TYPE HV | | |
0008 L021.21 813.000 BALE| 13.25000 10772.25| 16.36000 13300.68| 13.65000 11097.45
EROSION CHECKS, TYPE AA | | |
0009 L021.22 72.000 BALE| 31.00000 2232.00| 18.40000 1324.80| 31.50000 2268.00
EROSION CHECKS, TYPE AAA | | |
0010 L022.11 1260.000 m | 8.20000 10332.00| 6.39000 8051.40| 8.40000 10584.00
FABRIC SILT FENCE-LOW POROSITY | | |
0011 L022.15 16.000 m | 20.50000 328.00| 30.67000 490.72| 21.00000 336.00
FABRIC SILT FENCE, TYPE ST | | |
0012 L022.75 1227.500 m | 15.25000 18719.38| 27.60000 33879.00| 15.75000 19333.13
TEMPORARY SILT CHECK | | |
0013 0030.10 LUMP| 32000.00000 32000.00| 39947.91000 39947.91| 50000.00000 50000.00
MOBILIZATION | | |
0014 1000.00 15.000 EACH| 305.00000 4575.00| 319.46000 4791.90| 315.00000 4725.00
LARGE TREE REMOVAL | | |
0015 1009.00 LUMP| 15250.00000 15250.00| 14139.44000 14139.44| 15750.00000 15750.00
GENERAL CLEARING AND GRUBBING | | |
0016 1010.00 117924.000 m3 | 1.38000 162735.12| 1.74000 205187.76| 1.42000 167452.08
EXCAVATION | | |
0017 1010.10 136082.000 m3 | 2.14000 291215.48| 2.41000 327957.62| 2.21000 300741.22
EXCAVATION, BORROW | | |
0018 1011.00 10437.000 kL | 2.70000 28179.90| 3.02000 31519.74| 2.77000 28910.49
WATER | | |
0019 1012.00 130.000 EACH| 56.00000 7280.00| 93.23000 12119.90| 57.75000 7507.50
RIGHT-OF-WAY MARKERS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 20
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(4) 0477 |(5) 2951 |(6) 3606
|WESTERN ENGINEERING COMPANY,|AMES CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1016.00 78.000 EACH| 80.00000 6240.00| 191.07000 14903.46| 196.22000 15305.16
RE-ESTABLISH PROPERTY CORNER | | |
0021 1090.00 1.000 EACH| 510.00000 510.00| 1134.48000 1134.48| 525.00000 525.00
ABANDON WELLS | | |
0022 1101.00 759.000 m2 | 4.60000 3491.40| 6.26000 4751.34| 4.73000 3590.07
REMOVE PAVEMENT | | |
0023 1101.25 158.100 m | 9.25000 1462.43| 8.69000 1373.89| 9.45000 1494.05
SAWING PAVEMENT | | |
0024 1102.00 1081.000 m2 | 4.60000 4972.60| 5.69000 6150.89| 4.73000 5113.13
REMOVE ASPHALT SURFACE | | |
0025 1106.00 387.000 m2 | 4.60000 1780.20| 7.82000 3026.34| 4.73000 1830.51
REMOVE DRIVEWAY | | |
0026 1107.00 227.000 m2 | 4.60000 1044.20| 9.62000 2183.74| 4.73000 1073.71
REMOVE WALK | | |
0027 1108.00 285.600 m | 13.25000 3784.20| 13.91000 3972.70| 13.65000 3898.44
REMOVE COMBINATION CURB AND GUTTER | | |
0028 1111.00 29.100 m | 2.55000 74.21| 26.34000 766.49| 2.63000 76.53
REMOVE FENCE | | |
0029 1113.00 1.000 EACH| 152.00000 152.00| 312.77000 312.77| 157.50000 157.50
REMOVE STEP | | |
0030 1120.00 1.000 EACH| 355.00000 355.00| 1876.49000 1876.49| 367.50000 367.50
REMOVE DISCHARGE STRUCTURE | | |
0031 1125.00 1.000 EACH| 1025.00000 1025.00| 1437.57000 1437.57| 1050.00000 1050.00
CLEAR TRACT AT STA. 11+57 TO 13+50 RT. | | |
0032 1131.00 118.000 EACH| 5.10000 601.80| 2.66000 313.88| 5.25000 619.50
REMOVE PLOWABLE PAVEMENT MARKER | | |
0033 1701.18 17.900 m | 33.75000 604.13| 73.53000 1316.19| 34.65000 620.24
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0034 1701.24 307.700 m | 46.00000 14154.20| 78.73000 24225.22| 47.25000 14538.83
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0035 1703.48 10.500 m | 230.00000 2415.00| 167.36000 1757.28| 236.25000 2480.63
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,| | |
4 OR 5 | | |
0036 4043.00 18.000 m | 9.20000 165.60| 28.38000 510.84| 9.45000 170.10
REMOVE CULVERT PIPE | | |
0037 4050.01 31.000 m3 | 9.20000 285.20| 9.72000 301.32| 9.45000 292.95
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 21
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(4) 0477 |(5) 2951 |(6) 3606
|WESTERN ENGINEERING COMPANY,|AMES CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0038 6040.00 1.000 EACH| 205.00000 205.00| 1876.49000 1876.49| 210.00000 210.00
REMOVE STRUCTURE AT STA. 11+20.3 | | |
0039 6105.01 613.000 Mg | 43.00000 26359.00| 55.93000 34285.09| 44.10000 27033.30
ROCK RIPRAP, TYPE A | | |
0040 7017.00 242.000 m | 3.35000 810.70| 6.26000 1514.92| 3.41000 825.22
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 880,363.20| $ 1,020,951.65| $ 932,676.21
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0041 P120.30 19.000 m | 130.00000 2470.00| 171.79000 3264.01| 150.15000 2852.85
750 mm CULVERT PIPE, TYPE 2 | | |
0042 P120.78 46.000 m | 820.00000 37720.00| 827.23000 38052.58| 651.00000 29946.00
1950 mm CULVERT PIPE, TYPE 2 | | |
0043 P129.78 96.000 m | 910.00000 87360.00| 1100.26000 105624.96| 1029.00000 98784.00
1950 mm CULVERT PIPE, TYPE 2 CLASS V | | |
0044 P300.15 5.500 m | 60.00000 330.00| 75.07000 412.89| 47.25000 259.88
375 mm CULVERT PIPE, TYPE 3,4, OR 5 | | |
0045 P300.24 33.500 m | 80.00000 2680.00| 104.66000 3506.11| 63.00000 2110.50
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0046 P300.30 13.900 m | 108.00000 1501.20| 129.59000 1801.30| 78.75000 1094.63
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0047 P300.36 22.500 m | 126.00000 2835.00| 155.29000 3494.03| 89.25000 2008.13
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0048 P300.48 20.900 m | 164.00000 3427.60| 230.87000 4825.18| 147.00000 3072.30
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0049 P300.54 39.400 m | 176.00000 6934.40| 230.83000 9094.70| 162.75000 6412.35
1350 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0050 P300.72 13.400 m | 275.00000 3685.00| 365.09000 4892.21| 241.50000 3236.10
1800 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0051 P310.48 20.000 m | 230.00000 4600.00| 317.51000 6350.20| 183.75000 3675.00
1200 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0052 P310.54 14.000 m | 260.00000 3640.00| 367.69000 5147.66| 210.00000 2940.00
1350 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0053 P402.24 102.400 m | 67.00000 6860.80| 93.12000 9535.49| 63.00000 6451.20
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0054 P402.36 56.200 m | 100.00000 5620.00| 136.27000 7658.37| 89.25000 5015.85
900 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0055 P500.24 98.500 m | 95.00000 9357.50| 127.26000 12535.11| 73.50000 7239.75
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 22
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(4) 0477 |(5) 2951 |(6) 3606
|WESTERN ENGINEERING COMPANY,|AMES CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0056 P500.30 80.000 m | 121.00000 9680.00| 160.66000 12852.80| 68.25000 5460.00
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8 | | |
0057 P500.36 21.300 m | 147.00000 3131.10| 191.85000 4086.41| 99.75000 2124.68
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0058 P700.15 3.500 m | 87.00000 304.50| 122.11000 427.39| 65.10000 227.85
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0059 P700.18 85.300 m | 93.00000 7932.90| 121.53000 10366.51| 68.25000 5821.73
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0060 P700.24 173.800 m | 112.00000 19465.60| 133.00000 23115.40| 99.75000 17336.55
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0061 P700.30 125.900 m | 152.00000 19136.80| 188.20000 23694.38| 141.75000 17846.33
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0062 P700.36 141.000 m | 185.00000 26085.00| 219.33000 30925.53| 178.50000 25168.50
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0063 P702.42 93.800 m | 247.00000 23168.60| 288.14000 27027.53| 215.25000 20190.45
1050 mm STORM SEWER PIPE, TYPE 1 | | |
0064 P702.48 111.600 m | 310.00000 34596.00| 363.01000 40511.92| 294.00000 32810.40
1200 mm STORM SEWER PIPE, TYPE 1 | | |
0065 0030.40 LUMP| 15000.00000 15000.00| 18317.05000 18317.05| 50000.00000 50000.00
MOBILIZATION | | |
0066 1119.50 2.000 EACH| 155.00000 310.00| 312.74000 625.48| 525.00000 1050.00
REMOVE JUNCTION BOX | | |
0067 4002.00 1254.000 kg | 3.90000 4890.60| 2.94000 3686.76| 3.30000 4138.20
CAST IRON COVER AND FRAME | | |
0068 4003.00 263.000 kg | 3.70000 973.10| 2.37000 623.31| 3.16000 831.08
CAST IRON COVER, FRAME, AND FLANGE | | |
0069 4004.50 120.000 kg | 3.50000 420.00| 2.29000 274.80| 3.09000 370.80
CAST IRON GRATE AND FRAME | | |
0070 4005.00 1716.000 kg | 3.15000 5405.40| 1.84000 3157.44| 2.69000 4616.04
CAST IRON RING AND COVER | | |
0071 4016.00 1.000 EACH| 2940.00000 2940.00| 2964.97000 2964.97| 1575.00000 1575.00
MANHOLE AT STA. 16+00 7.9 RT | | |
0072 4016.01 1.000 EACH| 2940.00000 2940.00| 2964.97000 2964.97| 2100.00000 2100.00
MANHOLE AT STA. 16+95.4 7.97 RT | | |
0073 4016.02 1.000 EACH| 3050.00000 3050.00| 3169.45000 3169.45| 1995.00000 1995.00
MANHOLE AT STA. 17+39.1 8.15 RT | | |
0074 4016.03 1.000 EACH| 2940.00000 2940.00| 2964.97000 2964.97| 1995.00000 1995.00
MANHOLE AT STA. 17+50.2 8.15 RT | | |
0075 4016.04 1.000 EACH| 2940.00000 2940.00| 2964.97000 2964.97| 1995.00000 1995.00
MANHOLE AT STA. 17+89.2 8.13 RT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 23
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(4) 0477 |(5) 2951 |(6) 3606
|WESTERN ENGINEERING COMPANY,|AMES CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0076 4016.05 1.000 EACH| 2050.00000 2050.00| 2351.53000 2351.53| 1785.00000 1785.00
MANHOLE AT STA. 18+10.2 8.03 RT | | |
0077 4016.06 1.000 EACH| 2050.00000 2050.00| 2351.53000 2351.53| 1785.00000 1785.00
MANHOLE AT STA. 18+50.2 8.09 RT | | |
0078 4016.07 1.000 EACH| 2050.00000 2050.00| 2351.53000 2351.53| 1785.00000 1785.00
MANHOLE AT STA. 19+00.2 7.88 RT | | |
0079 4016.08 1.000 EACH| 2400.00000 2400.00| 2556.01000 2556.01| 1890.00000 1890.00
MANHOLE AT STA. 19+30.2 7.89 RT | | |
0080 4016.09 1.000 EACH| 2050.00000 2050.00| 2556.01000 2556.01| 1680.00000 1680.00
MANHOLE AT STA. 19+61.9 7.90 RT | | |
0081 4016.10 1.000 EACH| 1900.00000 1900.00| 2249.29000 2249.29| 1260.00000 1260.00
MANHOLE AT STA. 21+55 8.0 LT | | |
0082 4016.11 1.000 EACH| 1900.00000 1900.00| 2147.05000 2147.05| 1260.00000 1260.00
MANHOLE AT STA. 21+55 10.0 RT | | |
0083 4018.50 1.000 EACH| 315.00000 315.00| 408.96000 408.96| 367.50000 367.50
TAPPING EXISTING PIPE | | |
0084 4040.00 30.000 EACH| 98.00000 2940.00| 312.75000 9382.50| 105.00000 3150.00
REMOVE HEADWALLS FROM CULVERTS | | |
0085 4044.00 1.000 EACH| 1000.00000 1000.00| 4665.08000 4665.08| 1575.00000 1575.00
PREPARATION OF STRUCTURE AT STA. 27+15.5| | |
0086 4044.01 1.000 EACH| 1325.00000 1325.00| 6909.99000 6909.99| 1575.00000 1575.00
PREPARATION OF STRUCTURE AT STA. 33+15.3| | |
0087 4045.04 1.000 EACH| 4600.00000 4600.00| 4695.43000 4695.43| 6300.00000 6300.00
REMOVE STRUCTURE AT STA. 75+72.9 | | |
0088 4045.05 1.000 EACH| 7150.00000 7150.00| 4031.75000 4031.75| 6300.00000 6300.00
REMOVE STRUCTURE AT STA. 89+21.6 | | |
0089 4050.01 1916.000 m3 | 11.25000 21555.00| 11.70000 22417.20| 15.75000 30177.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0090 4051.01 2157.000 m3 | 8.20000 17687.40| 5.25000 11324.25| 15.75000 33972.75
EXCAVATION FOR BOX CULVERTS | | |
0091 4100.06 17.200 m3 | 670.00000 11524.00| 721.61000 12411.69| 892.50000 15351.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0092 4101.06 516.141 m3 | 330.00000 170326.53| 371.79000 191896.06| 351.75000 181552.60
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0093 4105.59 77.060 m3 | 565.00000 43538.90| 638.11000 49172.76| 682.50000 52593.45
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 24
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(4) 0477 |(5) 2951 |(6) 3606
|WESTERN ENGINEERING COMPANY,|AMES CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0094 4107.07 0.590 m3 | 535.00000 315.65| 674.78000 398.12| 1260.00000 743.40
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0095 4120.06 6.000 m3 | 670.00000 4020.00| 474.52000 2847.12| 787.50000 4725.00
CLASS 47B-20 OR AX-20 FOR CONCRETE BOX | | |
CULVERT PLUG | | |
0096 4150.00 899.000 kg | 2.25000 2022.75| 1.89000 1699.11| 2.36000 2121.64
REINFORCING STEEL FOR HEADWALL | | |
0097 4151.00 29575.000 kg | 1.22000 36081.50| 1.83000 54122.25| 1.73000 51164.75
REINFORCING STEEL FOR BOX CULVERT | | |
0098 4155.50 3608.000 kg | 1.60000 5772.80| 2.53000 9128.24| 2.10000 7576.80
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0099 4157.00 24.000 kg | 2.25000 54.00| 2.36000 56.64| 2.36000 56.64
REINFORCING STEEL FOR COLLARS | | |
0100 4310.18 1.000 EACH| 370.00000 370.00| 383.40000 383.40| 472.50000 472.50
450 mm FLARED-END SECTION | | |
0101 4310.24 16.000 EACH| 215.00000 3440.00| 230.04000 3680.64| 262.50000 4200.00
600 mm FLARED-END SECTION | | |
0102 4310.30 2.000 EACH| 270.00000 540.00| 281.16000 562.32| 257.25000 514.50
750 mm FLARED-END SECTION | | |
0103 4310.36 6.000 EACH| 410.00000 2460.00| 460.08000 2760.48| 393.75000 2362.50
900 mm FLARED-END SECTION | | |
0104 4310.48 5.000 EACH| 835.00000 4175.00| 869.04000 4345.20| 829.50000 4147.50
1200 mm FLARED-END SECTION | | |
0105 4310.54 4.000 EACH| 950.00000 3800.00| 945.72000 3782.88| 924.00000 3696.00
1350 mm FLARED-END SECTION | | |
0106 4325.24 4.000 EACH| 560.00000 2240.00| 613.44000 2453.76| 682.50000 2730.00
600 mm SAFETY SLOPED END SECTION | | |
0107 4670.05 120.000 m3 | 71.00000 8520.00| 123.52000 14822.40| 34.65000 4158.00
CULVERT SANDFILL AT STA. 33+15.3 | | |
0108 4885.78 48.000 m | 1800.00000 86400.00| 1773.87000 85145.76| 1832.25000 87948.00
JACKING 1950 mm CULVERT PIPE, TYPE 2 | | |
CLASS V | | |
0109 6105.01 229.000 Mg | 41.00000 9389.00| 52.83000 12098.07| 57.75000 13224.75
ROCK RIPRAP, TYPE A | | |
0110 6105.02 1177.000 Mg | 40.00000 47080.00| 50.77000 59756.29| 57.75000 67971.75
ROCK RIPRAP, TYPE B | | |
0111 6105.03 416.000 Mg | 40.00000 16640.00| 50.77000 21120.32| 57.75000 24024.00
ROCK RIPRAP, TYPE C | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 25
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(4) 0477 |(5) 2951 |(6) 3606
|WESTERN ENGINEERING COMPANY,|AMES CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 894,013.63| $ 1,043,958.46| $ 998,948.18
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CULVERTS
| | |
0112 W100.01 2.000 EACH| 215.00000 430.00| 214.71000 429.42| 2.10000 4.20
CURB STOP AND BOX | | |
0113 W100.25 1.000 EACH| 205.00000 205.00| 204.48000 204.48| 168.00000 168.00
VALVE BOX | | |
0114 W176.26 108.000 m | 34.50000 3726.00| 34.76000 3754.08| 38.85000 4195.80
25 mm WATER SERVICE | | |
0115 W176.71 2.000 EACH| 215.00000 430.00| 214.71000 429.42| 183.75000 367.50
WATER SERVICE CONNECTION | | |
0116 W180.60 1.000 EACH| 460.00000 460.00| 460.08000 460.08| 525.00000 525.00
METER PIT - COMPLETE | | |
0117 W205.04 10.100 m | 130.00000 1313.00| 130.87000 1321.79| 42.00000 424.20
100 mm WATER MAIN PIPE | | |
0118 W205.06 46.900 m | 132.00000 6190.80| 132.91000 6233.48| 52.50000 2462.25
150 mm WATER MAIN PIPE | | |
0119 W205.08 44.600 m | 138.00000 6154.80| 138.02000 6155.69| 63.00000 2809.80
200 mm WATER MAIN PIPE | | |
0120 W219.66 3.000 EACH| 540.00000 1620.00| 544.94000 1634.82| 630.00000 1890.00
150 mm GATE VALVE AND BOX | | |
0121 W220.40 3.000 EACH| 305.00000 915.00| 306.72000 920.16| 315.00000 945.00
SALVAGE GATE VALVE | | |
0122 W222.00 1.000 EACH| 1425.00000 1425.00| 1431.36000 1431.36| 2047.50000 2047.50
FIRE HYDRANT | | |
0123 W222.06 3.000 EACH| 1425.00000 4275.00| 1431.36000 4294.08| 2047.50000 6142.50
150 mm FIRE HYDRANT | | |
0124 W222.91 4.000 EACH| 360.00000 1440.00| 357.84000 1431.36| 1050.00000 4200.00
SALVAGE FIRE HYDRANT | | |
0125 W300.14 19.000 m | 107.00000 2033.00| 107.35000 2039.65| 63.00000 1197.00
350 mm CASING | | |
0126 W300.16 13.000 m | 122.00000 1586.00| 122.69000 1594.97| 84.00000 1092.00
450 mm CASING | | |
0127 W356.07 1.000 EACH| 137.00000 137.00| 138.02000 138.02| 220.50000 220.50
100 mm X 100 mm X 100 mm TEE | | |
0128 W356.13 1.000 EACH| 188.00000 188.00| 189.14000 189.14| 173.25000 173.25
150 mm X 150 mm X 150 mm TEE | | |
0129 W356.17 1.000 EACH| 235.00000 235.00| 235.15000 235.15| 199.50000 199.50
200 mm X 200 mm X 150 mm TEE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 26
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(4) 0477 |(5) 2951 |(6) 3606
|WESTERN ENGINEERING COMPANY,|AMES CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 W357.16 4.000 EACH| 122.00000 488.00| 122.69000 490.76| 110.25000 441.00
150 mm - 45 DEGREE BEND | | |
0131 W357.40 4.000 EACH| 178.00000 712.00| 178.92000 715.68| 136.50000 546.00
200 mm - 45 DEGREE BEND | | |
0132 W358.16 1.000 EACH| 102.00000 102.00| 102.24000 102.24| 99.75000 99.75
150 mm X 100 mm REDUCER | | |
0133 W724.50 1.000 EACH| 187.00000 187.00| 189.14000 189.14| 262.50000 262.50
DISCONNECT WATER SERVICE AT MAIN | | |
0134 W724.75 9.000 EACH| 460.00000 4140.00| 460.08000 4140.72| 262.50000 2362.50
CONNECT TO WATER MAIN | | |
0135 W750.06 1.000 EACH| 188.00000 188.00| 189.14000 189.14| 367.50000 367.50
RELOCATE WATER VALVE AND BOX | | |
0136 W800.00 1.000 EACH| 67.00000 67.00| 66.46000 66.46| 131.25000 131.25
REMOVE CURB STOP AND BOX | | |
0137 W800.12 2.000 EACH| 87.00000 174.00| 86.91000 173.82| 78.75000 157.50
REMOVE TEE | | |
0138 W800.23 2.000 m | 30.50000 61.00| 30.67000 61.34| 0.22000 0.44
REMOVE WATER LINE | | |
0139 W800.60 1.000 EACH| 152.00000 152.00| 153.36000 153.36| 262.50000 262.50
REMOVE WATER METER PIT | | |
0140 W800.93 28.700 m | 43.00000 1234.10| 42.94000 1232.38| 36.75000 1054.73
BORING 25 mm WATER SERVICE | | |
0141 0030.40 LUMP| 3050.00000 3050.00| 8179.22000 8179.22| 5000.00000 5000.00
MOBILIZATION | | |
0142 4808.14 19.000 m | 205.00000 3895.00| 204.48000 3885.12| 325.50000 6184.50
BORING 350 mm STEEL CASING | | |
0143 4808.17 13.000 m | 266.00000 3458.00| 266.85000 3469.05| 656.25000 8531.25
BORING 450 mm STEEL CASING | | |
SECTION TOTALS | $ 50,671.70| $ 55,945.58| $ 54,465.42
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
0144 L001.01 16.600 ha | 1600.00000 26560.00| 1104.19000 18329.55| 1655.09000 27474.49
SEEDING, TYPE A | | |
0145 L001.02 6.000 ha | 1250.00000 7500.00| 763.74000 4582.44| 1305.13000 7830.78
SEEDING, TYPE B | | |
0146 L010.00 5477.000 m2 | 7.20000 39434.40| 5.11000 27987.47| 7.35000 40255.95
SODDING | | |
0147 L032.75 113.000 Mg | 77.00000 8701.00| 61.34000 6931.42| 78.75000 8898.75
MULCH | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 27
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(4) 0477 |(5) 2951 |(6) 3606
|WESTERN ENGINEERING COMPANY,|AMES CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0148 0030.50 LUMP| 1020.00000 1020.00| 1022.40000 1022.40| 5000.00000 5000.00
MOBILIZATION | | |
SECTION TOTALS | $ 83,215.40| $ 58,853.28| $ 89,459.97
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6 BRIDGE AT STA. 12+12.49
ONE 14.785M & TWO 10.895M SPAN PRESTRESS CONC INVERT TEE BR
| | |
0149 0030.60 LUMP| 56000.00000 56000.00| 14270.24000 14270.24| 55000.00000 55000.00
MOBILIZATION | | |
0150 1010.01 135.000 m3 | 25.20000 3402.00| 12.75000 1721.25| 26.25000 3543.75
EXCAVATION (ESTABLISHED QUANTITY) | | |
0151 1043.50 390.000 m2 | 4.10000 1599.00| 2.02000 787.80| 4.20000 1638.00
RIPRAP FILTER FABRIC | | |
0152 3050.15 139.900 m3 | 280.00000 39172.00| 236.79000 33126.92| 294.00000 41130.60
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0153 3051.10 9095.000 kg | 1.45000 13187.75| 1.47000 13369.65| 1.50000 13642.50
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0154 6000.10 20.000 LS | 7600.00000 7600.00| 3846.12000 3846.12| 7875.00000 7875.00
ABUTMENT NO.1 EXCAVATION | | |
0155 6000.11 20.000 LS | 7600.00000 7600.00| 3846.12000 3846.12| 7875.00000 7875.00
ABUTMENT NO.2 EXCAVATION | | |
0156 6001.50 110.000 LS | 12700.00000 12700.00| 1402.86000 1402.86| 13125.00000 13125.00
BENT NO.1 EXCAVATION | | |
0157 6001.51 110.000 LS | 12700.00000 12700.00| 1402.86000 1402.86| 13125.00000 13125.00
BENT NO.2 EXCAVATION | | |
0158 6005.60 120.000 EACH| 51.00000 6120.00| 60.60000 7272.00| 52.50000 6300.00
ELASTOMERIC BEARING | | |
0159 6010.22 195.500 m3 | 435.00000 85042.50| 589.93000 115331.32| 446.25000 87241.88
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0160 6010.26 103.200 m3 | 535.00000 55212.00| 927.34000 95701.49| 551.25000 56889.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0161 6011.11 102.300 LS | 132000.00000 132000.00| 117424.12000 117424.12| 136500.00000 136500.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 12+12.49 | | |
0162 6030.00 1.000 EACH| 51000.00000 51000.00| 18614.95000 18614.95| 52500.00000 52500.00
PREPARATION OF BRIDGE AT STA. 12+12.49 | | |
0163 6080.00 445.000 kg | 7.85000 3493.25| 4.12000 1833.40| 8.14000 3622.30
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 28
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(4) 0477 |(5) 2951 |(6) 3606
|WESTERN ENGINEERING COMPANY,|AMES CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0164 6104.00 350.000 Mg | 28.00000 9800.00| 10.57000 3699.50| 28.88000 10108.00
BROKEN CONCRETE RIPRAP | | |
0165 6131.50 20860.000 kg | 1.45000 30247.00| 1.39000 28995.40| 1.50000 31290.00
EPOXY COATED REINFORCING STEEL | | |
0166 6139.50 31.000 m2 | 63.00000 1953.00| 37.70000 1168.70| 65.10000 2018.10
SUBSURFACE DRAINAGE MATTING | | |
0167 6210.12 335.300 m | 84.00000 28165.20| 72.20000 24208.66| 86.10000 28869.33
HP 250 mm X 62 kg STEEL PILING | | |
0168 6310.00 274.500 m2 | 132.00000 36234.00| 123.38000 33867.81| 136.50000 37469.25
STEEL SHEET PILING | | |
0169 6510.51 LUMP| 7600.00000 7600.00| 10160.72000 10160.72| 7875.00000 7875.00
TEMPORARY BRIDGE SHORING | | |
0170 8091.00 105.000 m3 | 26.50000 2782.50| 38.13000 4003.65| 27.30000 2866.50
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 603,610.20| $ 536,055.54| $ 620,504.21
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6A BRIDGE AT STA. 54+52.95
ONE 14.785M & TWO 10.895M SPAN PRESTRESS CONC INVERT TEE BR
| | |
0171 0030.60 LUMP| 45000.00000 45000.00| 14270.24000 14270.24| 42000.00000 42000.00
MOBILIZATION | | |
0172 1010.01 285.000 m3 | 10.25000 2921.25| 12.76000 3636.60| 10.50000 2992.50
EXCAVATION (ESTABLISHED QUANTITY) | | |
0173 1043.50 115.000 m2 | 3.65000 419.75| 3.91000 449.65| 3.78000 434.70
RIPRAP FILTER FABRIC | | |
0174 3050.15 116.600 m3 | 265.00000 30899.00| 256.89000 29953.37| 273.00000 31831.80
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0175 3051.10 7630.000 kg | 1.45000 11063.50| 1.44000 10987.20| 1.50000 11445.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0176 6000.10 25.000 LS | 7600.00000 7600.00| 3846.12000 3846.12| 7875.00000 7875.00
ABUTMENT NO.1 EXCAVATION | | |
0177 6000.11 25.000 LS | 7600.00000 7600.00| 3846.12000 3846.12| 7875.00000 7875.00
ABUTMENT NO.2 EXCAVATION | | |
0178 6001.50 135.000 LS | 12700.00000 12700.00| 1402.86000 1402.86| 13125.00000 13125.00
BENT NO.1 EXCAVATION | | |
0179 6001.51 135.000 LS | 12700.00000 12700.00| 1402.86000 1402.86| 13125.00000 13125.00
BENT NO.2 EXCAVATION | | |
0180 6005.60 96.000 EACH| 51.00000 4896.00| 61.06000 5861.76| 52.50000 5040.00
ELASTOMERIC BEARING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 29
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(4) 0477 |(5) 2951 |(6) 3606
|WESTERN ENGINEERING COMPANY,|AMES CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0181 6010.22 164.600 m3 | 430.00000 70778.00| 620.84000 102190.26| 441.00000 72588.60
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0182 6010.26 89.300 m3 | 500.00000 44650.00| 886.15000 79133.20| 514.50000 45944.85
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0183 6011.11 81.600 LS | 110000.00000 110000.00| 93964.76000 93964.76| 113400.00000 113400.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 54+52.95 | | |
0184 6030.00 1.000 EACH| 36000.00000 36000.00| 18614.95000 18614.95| 36750.00000 36750.00
PREPARATION OF BRIDGE AT STA. 54+52.95 | | |
0185 6080.00 460.000 kg | 8.00000 3680.00| 4.07000 1872.20| 8.14000 3744.40
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0186 6104.00 230.000 Mg | 28.00000 6440.00| 13.40000 3082.00| 28.93000 6653.90
BROKEN CONCRETE RIPRAP | | |
0187 6131.50 17885.000 kg | 1.45000 25933.25| 1.40000 25039.00| 1.50000 26827.50
EPOXY COATED REINFORCING STEEL | | |
0188 6139.50 25.000 m2 | 61.00000 1525.00| 36.37000 909.25| 63.00000 1575.00
SUBSURFACE DRAINAGE MATTING | | |
0189 6210.12 201.200 m | 84.00000 16900.80| 94.59000 19031.51| 86.10000 17323.32
HP 250 mm X 62 kg STEEL PILING | | |
0190 6310.00 245.000 m2 | 132.00000 32340.00| 121.80000 29841.00| 136.50000 33442.50
STEEL SHEET PILING | | |
0191 8091.00 95.000 m3 | 26.50000 2517.50| 39.38000 3741.10| 27.30000 2593.50
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 486,564.05| $ 453,076.01| $ 496,587.57
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 7 GUARDRAIL
| | |
0192 0030.70 LUMP| 470.00000 470.00| 2147.05000 2147.05| 2000.00000 2000.00
MOBILIZATION | | |
0193 7011.20 82.200 m | 41.00000 3370.20| 58.83000 4835.83| 42.00000 3452.40
W-BEAM GUARDRAIL | | |
0194 7020.00 8.000 EACH| 1025.00000 8200.00| 1223.31000 9786.48| 1050.00000 8400.00
BRIDGE APPROACH SECTIONS | | |
0195 7024.27 8.000 EACH| 1525.00000 12200.00| 1763.65000 14109.20| 1575.00000 12600.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 24,240.20| $ 30,878.56| $ 26,452.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 8B ELECTRICAL
| | |
0196 A001.12 1.000 EACH| 460.00000 460.00| 460.08000 460.08| 472.50000 472.50
PULL BOX, TYPE PB-5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 30
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(4) 0477 |(5) 2951 |(6) 3606
|WESTERN ENGINEERING COMPANY,|AMES CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0197 A004.40 2.000 EACH| 715.00000 1430.00| 715.68000 1431.36| 735.00000 1470.00
TRAFFIC SIGNAL, TYPE TS-2 | | |
0198 A070.10 111.000 m | 8.20000 910.20| 8.18000 907.98| 8.40000 932.40
38 mm CONDUIT IN TRENCH | | |
0199 A074.12 45.000 m | 43.00000 1935.00| 42.94000 1932.30| 44.10000 1984.50
38 mm CONDUIT, JACKED | | |
0200 A077.12 22.000 m | 1.28000 28.16| 1.28000 28.16| 1.31000 28.82
2/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0201 A080.22 171.000 m | 1.33000 227.43| 1.33000 227.43| 1.37000 234.27
STREET LIGHTING CABLE, NO. 6 BARE | | |
0202 A080.24 342.000 m | 2.05000 701.10| 2.04000 697.68| 2.10000 718.20
STREET LIGHTING CABLE, NO. 6 USE | | |
0203 A501.75 1.000 EACH| 610.00000 610.00| 613.44000 613.44| 630.00000 630.00
INSTALL FLASHER CONTROLLER | | |
0204 A610.00 1.000 EACH| 760.00000 760.00| 766.80000 766.80| 787.50000 787.50
REMOVE TRAFFIC SIGNAL AT STA. 14+96 | | |
0205 A700.20 2.000 EACH| 1220.00000 2440.00| 1226.89000 2453.78| 1260.00000 2520.00
RELOCATE STREET LIGHTING UNIT TYPE "A" | | |
0206 A700.21 3.000 EACH| 1550.00000 4650.00| 1533.60000 4600.80| 1575.00000 4725.00
RELOCATE STREET LIGHTING UNIT TYPE "B" | | |
0207 0030.81 LUMP| 3550.00000 3550.00| 3578.41000 3578.41| 3675.00000 3675.00
MOBILIZATION | | |
SECTION TOTALS | $ 17,701.89| $ 17,698.22| $ 18,178.19
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 9 BITUMINOUS
| | |
0208 P402.15 336.000 m | 93.00000 31248.00| 119.23000 40061.28| 96.60000 32457.60
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0209 P500.15 24.000 m | 119.00000 2856.00| 149.31000 3583.44| 120.75000 2898.00
375 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0210 0002.55 342.000 StaM| 25.50000 8721.00| 29.14000 9965.88| 23.63000 8081.46
OVERLAY BROKEN LINES | | |
0211 0002.60 229.240 StaM| 25.50000 5845.62| 29.14000 6680.05| 23.63000 5416.94
OVERLAY SOLID LINES | | |
0212 0002.76 29000.000 m | 0.21000 6090.00| 0.20000 5800.00| 0.19000 5510.00
PERMANENT PAVEMENT MARKING PAINT | | |
0213 0030.90 LUMP| 40000.00000 40000.00| 121308.06000 121308.06| 175000.00000 175000.00
MOBILIZATION | | |
0214 2001.00 131.000 m3 | 18.50000 2423.50| 27.99000 3666.69| 23.62000 3094.22
GRAVEL SURFACE COURSE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 31
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(4) 0477 |(5) 2951 |(6) 3606
|WESTERN ENGINEERING COMPANY,|AMES CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0215 2009.10 2.100 StaM| 1400.00000 2940.00| 993.83000 2087.04| 420.00000 882.00
GRAVEL EMBEDMENT | | |
0216 2010.00 1.000 m3 | 45.00000 45.00| 42.00000 42.00| 36.75000 36.75
CRUSHED ROCK SURFACE COURSE | | |
0217 2020.00 15.000 m2 | 4.00000 60.00| 8.95000 134.25| 118.62000 1779.30
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0218 2021.00 4.000 EACH| 50.00000 200.00| 51.12000 204.48| 52.50000 210.00
MAILBOX POST | | |
0219 3014.12 328.500 m | 76.00000 24966.00| 76.68000 25189.38| 65.53000 21526.61
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
0220 3016.21 240.000 m2 | 32.50000 7800.00| 32.72000 7852.80| 39.96000 9590.40
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0221 3020.26 304.000 m2 | 43.00000 13072.00| 42.94000 13053.76| 50.73000 15421.92
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0222 3075.31 752.000 m2 | 55.00000 41360.00| 55.21000 41517.92| 53.42000 40171.84
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0223 4024.55 46.600 m | 156.00000 7269.60| 153.36000 7146.58| 157.50000 7339.50
FLUME SPILLWAY | | |
0224 4024.70 15.000 EACH| 1725.00000 25875.00| 1738.08000 26071.20| 1785.00000 26775.00
CONCRETE FLUME, TYPE I | | |
0225 4024.73 24.000 EACH| 1525.00000 36600.00| 1533.60000 36806.40| 1575.00000 37800.00
CONCRETE FLUME, TYPE IV | | |
0226 4024.75 2.000 EACH| 1725.00000 3450.00| 1738.09000 3476.18| 1785.00000 3570.00
CONCRETE FLUME, TYPE VI | | |
0227 7503.04 1150.000 m | 6.30000 7245.00| 8.18000 9407.00| 7.35000 8452.50
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0228 7512.04 39.000 m | 36.50000 1423.50| 46.01000 1794.39| 13.13000 512.07
600 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
0229 7530.48 3.000 EACH| 1100.00000 3300.00| 664.56000 1993.68| 787.50000 2362.50
RAILROAD CROSSING SYMBOL PREFORMED | | |
PAVEMENT MARKING, TYPE 4 | | |
0230 8029.84 59988.000 m2 | 3.47000 208158.36| 2.14000 128374.32| 3.68000 220755.84
BITUMINOUS FOUNDATION COURSE 100 mm | | |
0231 8101.00 9.455 StaM| 2600.00000 24583.00| 5112.01000 48334.05| 5250.00000 49638.75
SUBGRADE STABILIZATION | | |
0232 9000.75 500.000 Mg | 17.00000 8500.00| 16.61000 8305.00| 21.55000 10775.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 32
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(4) 0477 |(5) 2951 |(6) 3606
|WESTERN ENGINEERING COMPANY,|AMES CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0233 9005.00 75.000 Mg | 37.90000 2842.50| 51.02000 3826.50| 50.00000 3750.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0234 9005.23 4500.000 Mg | 18.80000 84600.00| 16.61000 74745.00| 25.02000 112590.00
ASPHALTIC CONCRETE, TYPE SPS | | |
0235 9005.45 23690.000 Mg | 28.00000 663320.00| 24.54000 581352.60| 37.60000 890744.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0236 9009.00 4729.000 m2 | 3.00000 14187.00| 4.86000 22982.94| 7.66000 36224.14
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0237 9020.92 27.000 Mg | 211.20000 5702.40| 216.75000 5852.25| 225.00000 6075.00
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0238 9021.03 243.000 Mg | 211.20000 51321.60| 216.75000 52670.25| 225.00000 54675.00
PERFORMANCE GRADED BINDER (58-28) | | |
0239 9021.08 1283.310 Mg | 265.15000 340269.65| 276.05000 354257.73| 325.00000 417075.75
PERFORMANCE GRADED BINDER (64-28) | | |
0240 9030.00 4376.700 m | 6.50000 28448.55| 4.50000 19695.15| 12.60000 55146.42
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0241 9053.00 59420.000 L | 0.30000 17826.00| 0.20000 11884.00| 0.32000 19014.40
TACK COAT | | |
0242 9111.00 1832.000 kL | 2.50000 4580.00| 3.07000 5624.24| 3.15000 5770.80
WATER | | |
0243 9170.00 161.079 StaM| 200.00000 32215.80| 214.71000 34585.27| 224.79000 36208.95
EARTH SHOULDER CONSTRUCTION | | |
0244 9173.20 75410.000 m2 | 0.75000 56557.50| 1.35000 101803.50| 2.37000 178721.70
SUBGRADE PREPARATION | | |
0245 9179.23 9.316 StaM| 1700.00000 15837.20| 1349.00000 12567.28| 1230.49000 11463.24
COLD MILLING, CLASS 3 | | |
0246 9179.24 75.695 StaM| 1800.00000 136251.00| 1628.05000 123235.24| 1491.24000 112879.41
COLD MILLING, CLASS 4 | | |
0247 9179.43 33.457 StaM| 650.00000 21747.05| 452.20000 15129.26| 516.05000 17265.48
COLD MILLING, CLASS 3 TYPE A | | |
0248 9188.50 395.000 m2 | 25.00000 9875.00| 22.19000 8765.05| 24.34000 9614.30
SURFACING UNDER GUARDRAIL | | |
0249 9190.50 596.000 Mg | 36.50000 21754.00| 30.67000 18279.32| 31.50000 18774.00
FLY ASH | | |
0250 9300.50 7.887 LS | 3500.00000 3500.00| 3067.21000 3067.21| 6000.00000 6000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 33
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(4) 0477 |(5) 2951 |(6) 3606
|WESTERN ENGINEERING COMPANY,|AMES CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 2,024,866.83| $ 2,003,178.62| $ 2,682,050.79
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 10 GENERAL ITEMS
| | |
0251 0001.08 2060.000 BDAY| 0.50000 1030.00| 0.64000 1318.40| 0.50000 1030.00
BARRICADE, TYPE II | | |
0252 0001.10 3438.000 BDAY| 4.00000 13752.00| 3.22000 11070.36| 2.63000 9041.94
BARRICADE, TYPE III | | |
0253 0001.30 2014.000 LDAY| 4.00000 8056.00| 2.15000 4330.10| 1.58000 3182.12
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0254 0001.75 1720.000 EACH| 6.00000 10320.00| 2.15000 3698.00| 2.10000 3612.00
TEMPORARY SIGN DAY | | |
0255 0001.90 24610.000 EACH| 0.80000 19688.00| 0.54000 13289.40| 0.37000 9105.70
SIGN DAY | | |
0256 0002.30 350.000 m | 1.80000 630.00| 1.53000 535.50| 2.10000 735.00
PAVEMENT MARKING REMOVAL | | |
0257 0002.31 650.000 m | 1.15000 747.50| 2.04000 1326.00| 2.10000 1365.00
TEMPORARY PAVEMENT MARKING | | |
0258 0003.10 140.000 DAY | 180.00000 25200.00| 536.96000 75174.40| 205.43000 28760.20
FLAGGING | | |
0259 0003.20 10.000 DAY | 350.00000 3500.00| 265.83000 2658.30| 285.08000 2850.80
FURNISHING AND OPERATING PILOT VEHICLE | | |
0260 0003.51 150.000 m | 31.00000 4650.00| 66.71000 10006.50| 31.50000 4725.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0261 0003.56 150.000 m | 15.25000 2287.50| 12.97000 1945.50| 15.75000 2362.50
RELOCATE CONCRETE PROTECTION BARRIER | | |
0262 0003.70 4.000 EACH| 500.00000 2000.00| 630.27000 2521.08| 315.00000 1260.00
TEMPORARY RUMBLE STRIP | | |
0263 0003.75 1.000 EACH| 8200.00000 8200.00| 8179.22000 8179.22| 8400.00000 8400.00
TEMPORARY TRAFFIC SIGNAL | | |
0264 0005.10 200.000 DAY | 150.00000 30000.00| 126.05000 25210.00| 131.25000 26250.00
TRAFFIC CONTROL MANAGEMENT | | |
0265 0010.04 1.000 EACH| 5500.00000 5500.00| 10084.30000 10084.30| 1532.30000 1532.30
FIELD OFFICE | | |
0266 0030.00 LUMP| 15000.00000 15000.00| 16102.84000 16102.84| 5000.00000 5000.00
MOBILIZATION | | |
0267 9110.01 55.000 HOUR| 55.00000 3025.00| 124.39000 6841.45| 72.30000 3976.50
RENTAL OF LOADER, FULLY OPERATED | | |
0268 9110.02 20.000 HOUR| 55.00000 1100.00| 119.49000 2389.80| 72.30000 1446.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/23/02
PAGE : 34
TABULATION OF BIDS
CALL ORDER : N16 CONTRACT ID : 7590 COUNTIES : HARLAN
LETTING DATE : 05/23/02 1:30 pm DISTRICT : 7
PROJECT(S) : S-136-3(1015)
====================================================================================================================================
|(4) 0477 |(5) 2951 |(6) 3606
|WESTERN ENGINEERING COMPANY,|AMES CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0269 9110.03 55.000 HOUR| 40.00000 2200.00| 74.49000 4096.95| 62.54000 3439.70
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0270 9110.07 55.000 HOUR| 38.00000 2090.00| 46.63000 2564.65| 47.41000 2607.55
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 158,976.00| $ 203,342.75| $ 120,682.31
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 5,224,223.10| $ 5,423,938.67| $ 6,040,005.25
====================================================================================================================================