|
Contract Letting October 25, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F08 CONTRACT ID : 4729X COUNTIES : HALL
LETTING DATE : 10/25/01 DISTRICT : 4
PROJECT(S) : EACNH-BH-34-4(120)
CONTRACT DESCRIPTION :
US-281/US-34, SOUTH OF GRAND ISLAND.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0083 WERNER CONSTRUCTION, INC. $ 4,253,248.93 100.0000%
2 0574 CONSTRUCTORS, INC. $ 4,514,142.08 106.1339%
3 1661 U.S. ASPHALT CO. $ 4,684,945.15 110.1497%
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4729X COUNTIES : HALL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACNH-BH-34-4(120)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 1661
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, 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 L022.11 131.000 m | 6.50000 851.50| 6.80000 890.80| 12.45000 1630.95
FABRIC SILT FENCE-LOW POROSITY | | |
0002 0030.10 LUMP| 6500.00000 6500.00| 6800.00000 6800.00| 6743.35000 6743.35
MOBILIZATION | | |
0003 1009.00 LUMP| 2000.00000 2000.00| 2100.00000 2100.00| 2074.88000 2074.88
GENERAL CLEARING AND GRUBBING | | |
0004 1011.00 778.000 kL | 0.10000 77.80| 0.10000 77.80| 0.10000 77.80
WATER | | |
0005 1020.01 100.000 EACH| 10.00000 1000.00| 14.50000 1450.00| 10.37000 1037.00
DELINEATOR, TYPE I | | |
0006 1021.10 100.000 EACH| 3.75000 375.00| 7.30000 730.00| 3.89000 389.00
REMOVE DELINEATOR UNITS | | |
0007 1030.00 10364.000 m3 | 11.98000 124160.72| 12.50000 129550.00| 12.43000 128824.52
EARTHWORK MEASURED IN EMBANKMENT | | |
0008 1101.00 1975.000 m2 | 5.10000 10072.50| 5.30000 10467.50| 5.29000 10447.75
REMOVE PAVEMENT | | |
0009 1101.25 390.000 m | 8.20000 3198.00| 8.20000 3198.00| 8.20000 3198.00
SAWING PAVEMENT | | |
0010 1102.00 3664.000 m2 | 4.20000 15388.80| 4.40000 16121.60| 4.36000 15975.04
REMOVE ASPHALT SURFACE | | |
0011 1122.01 576.000 m2 | 6.05000 3484.80| 6.35000 3657.60| 6.28000 3617.28
REMOVE CONCRETE MEDIAN SURFACING | | |
0012 4900.24 1.000 EACH| 500.00000 500.00| 525.00000 525.00| 518.72000 518.72
AREA INLET SEDIMENT FILTER | | |
0013 7017.50 457.200 m | 8.50000 3886.20| 8.75000 4000.50| 3.63000 1659.64
REMOVE & SALVAGE GUARDRAIL | | |
SECTION TOTALS | $ 171,495.32| $ 179,568.80| $ 176,193.93
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0014 0030.40 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 3112.32000 3112.32
MOBILIZATION | | |
0015 1119.00 1.000 EACH| 500.00000 500.00| 265.00000 265.00| 518.72000 518.72
REMOVE INLET | | |
0016 4035.00 1.000 EACH| 100.00000 100.00| 265.00000 265.00| 103.74000 103.74
REMOVE FLARED-END SECTION | | |
0017 4050.01 14.000 m3 | 30.00000 420.00| 21.00000 294.00| 31.12000 435.68
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4729X COUNTIES : HALL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACNH-BH-34-4(120)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 1661
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 4105.59 0.500 m3 | 2000.00000 1000.00| 525.00000 262.50| 2074.88000 1037.44
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0019 4130.06 0.100 m3 | 2800.00000 280.00| 840.00000 84.00| 2904.83000 290.48
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | |
CULVERT PLUG | | |
0020 4155.50 22.000 kg | 4.40000 96.80| 3.15000 69.30| 4.56000 100.32
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0021 4450.18 10.000 m | 142.00000 1420.00| 160.00000 1600.00| 147.32000 1473.20
450 mm REINFORCED CONCRETE PIPE | | |
0022 4451.18 12.000 m | 200.00000 2400.00| 210.00000 2520.00| 207.49000 2489.88
450 mm REINFORCED CONCRETE PIPE CLASS IV| | |
0023 4460.18 1.000 EACH| 485.00000 485.00| 315.00000 315.00| 503.16000 503.16
450 mm CONCRETE FLARED-END SECTION | | |
0024 4830.18 12.000 m | 1000.00000 12000.00| 780.00000 9360.00| 1037.44000 12449.28
JACKING 450 mm REINFORCED CONCRETE PIPE | | |
CLASS IV | | |
SECTION TOTALS | $ 21,701.80| $ 20,034.80| $ 22,514.22
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0025 L001.02 7.200 ha | 1151.00000 8287.20| 1200.00000 8640.00| 1194.09000 8597.45
SEEDING, TYPE B | | |
0026 L032.75 36.000 Mg | 85.00000 3060.00| 85.00000 3060.00| 88.18000 3174.48
MULCH | | |
0027 0030.50 LUMP| 75.00000 75.00| 78.00000 78.00| 77.81000 77.81
MOBILIZATION | | |
SECTION TOTALS | $ 11,422.20| $ 11,778.00| $ 11,849.74
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 258+07.29 LT.
83.82 METER PRESTRESSED NU 1100 GIRDER BRIDGE WIDEN & REHAB
| | |
0028 0030.60 LUMP| 75000.00000 75000.00| 73500.00000 73500.00| 77807.93000 77807.93
MOBILIZATION | | |
0029 3050.15 136.700 m3 | 240.00000 32808.00| 250.00000 34175.00| 248.99000 34036.93
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0030 3051.10 8865.000 kg | 1.60000 14184.00| 1.50000 13297.50| 1.66000 14715.90
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4729X COUNTIES : HALL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACNH-BH-34-4(120)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 1661
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0031 6000.10 115.000 LS | 1500.00000 1500.00| 3150.00000 3150.00| 1556.16000 1556.16
ABUTMENT NO.1 EXCAVATION | | |
0032 6000.11 115.000 LS | 1500.00000 1500.00| 3150.00000 3150.00| 1556.16000 1556.16
ABUTMENT NO.2 EXCAVATION | | |
0033 6000.60 65.000 LS | 9000.00000 9000.00| 12600.00000 12600.00| 9336.95000 9336.95
PIER NO.1 EXCAVATION | | |
0034 6001.50 5.000 LS | 9000.00000 9000.00| 6300.00000 6300.00| 9336.95000 9336.95
BENT NO.1 EXCAVATION | | |
0035 6001.51 5.000 LS | 9000.00000 9000.00| 6300.00000 6300.00| 9336.95000 9336.95
BENT NO.2 EXCAVATION | | |
0036 6001.52 5.000 LS | 9000.00000 9000.00| 6300.00000 6300.00| 9336.95000 9336.95
BENT NO.3 EXCAVATION | | |
0037 6005.35 28.370 m | 180.00000 5106.60| 140.00000 3971.80| 186.74000 5297.81
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0038 6005.60 50.000 EACH| 200.00000 10000.00| 150.00000 7500.00| 207.49000 10374.50
ELASTOMERIC BEARING | | |
0039 6010.22 109.400 m3 | 480.00000 52512.00| 710.00000 77674.00| 497.97000 54477.92
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0040 6010.26 333.400 m3 | 330.00000 110022.00| 575.00000 191705.00| 342.35000 114139.49
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0041 6011.11 185.300 LS | 270000.00000 270000.00| 250000.00000 250000.00| 280108.55000 280108.55
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 258+07.29 | | |
0042 6030.00 1.000 EACH| 40000.00000 40000.00| 77000.00000 77000.00| 41497.56000 41497.56
PREPARATION OF BRIDGE AT STA. 258+07.29 | | |
LT. | | |
0043 6080.00 440.000 kg | 7.00000 3080.00| 8.00000 3520.00| 7.26000 3194.40
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0044 6104.00 638.000 Mg | 25.00000 15950.00| 17.00000 10846.00| 25.94000 16549.72
BROKEN CONCRETE RIPRAP | | |
0045 6105.02 658.000 Mg | 36.00000 23688.00| 40.00000 26320.00| 37.35000 24576.30
ROCK RIPRAP, TYPE B | | |
0046 6131.50 37650.000 kg | 1.77000 66640.50| 1.45000 54592.50| 1.84000 69276.00
EPOXY COATED REINFORCING STEEL | | |
0047 6139.50 35.000 m2 | 38.00000 1330.00| 31.50000 1102.50| 39.42000 1379.70
SUBSURFACE DRAINAGE MATTING | | |
0048 6200.00 307.900 m | 95.00000 29250.50| 92.50000 28480.75| 98.56000 30346.62
CONCRETE PILING | | |
0049 6510.55 5.000 LS | 2600.00000 2600.00| 8825.00000 8825.00| 2697.34000 2697.34
TEMPORARY BRIDGE SHORING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4729X COUNTIES : HALL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACNH-BH-34-4(120)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 1661
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 6601.15 109.600 m | 36.10000 3956.56| 56.75000 6219.80| 21.72000 2380.51
38 mm CONDUIT IN BRIDGE | | |
0051 6617.50 1.000 EACH| 2000.00000 2000.00| 4200.00000 4200.00| 2074.88000 2074.88
PIER REPAIR | | |
0052 6617.60 3.000 EACH| 2000.00000 6000.00| 3350.00000 10050.00| 2074.88000 6224.64
BENT REPAIR | | |
0053 8091.00 355.000 m3 | 18.00000 6390.00| 30.00000 10650.00| 18.67000 6627.85
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 809,518.16| $ 931,429.85| $ 838,244.67
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6A BRIDGE AT STA. 258+12.40 RT.
5-16.764 m SPANS PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0054 0030.60 LUMP| 3450.00000 3450.00| 6300.00000 6300.00| 5187.20000 5187.20
MOBILIZATION | | |
0055 6004.50 26.700 m | 206.50000 5513.55| 185.00000 4939.50| 259.36000 6924.91
EXPANSION JOINT | | |
0056 6010.28 66.300 m3 | 584.00000 38719.20| 615.00000 40774.50| 622.46000 41269.10
CLASS 47BD-35 CONCRETE FOR BRIDGE | | |
0057 6020.00 3945.000 kg | 1.43000 5641.35| 2.10000 8284.50| 2.59000 10217.55
REINFORCING STEEL FOR BRIDGE | | |
0058 6030.00 1.000 EACH| 17250.00000 17250.00| 27800.00000 27800.00| 7262.07000 7262.07
PREPARATION OF BRIDGE AT STA. 258+12.40 | | |
RT. | | |
0059 6601.15 84.800 m | 49.00000 4155.20| 29.00000 2459.20| 22.01000 1866.45
38 mm CONDUIT IN BRIDGE | | |
SECTION TOTALS | $ 74,729.30| $ 90,557.70| $ 72,727.28
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6B BRIDGE AT STA. 261+92.70 RT.
6-16.764 m SPANS PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0060 0030.60 LUMP| 4100.00000 4100.00| 6300.00000 6300.00| 5187.20000 5187.20
MOBILIZATION | | |
0061 6004.50 29.700 m | 206.50000 6133.05| 185.00000 5494.50| 259.36000 7702.99
EXPANSION JOINT | | |
0062 6010.28 79.000 m3 | 579.00000 45741.00| 620.00000 48980.00| 622.46000 49174.34
CLASS 47BD-35 CONCRETE FOR BRIDGE | | |
0063 6020.00 4656.000 kg | 1.43000 6658.08| 2.10000 9777.60| 2.59000 12059.04
REINFORCING STEEL FOR BRIDGE | | |
0064 6030.00 1.000 EACH| 21500.00000 21500.00| 27850.00000 27850.00| 8299.51000 8299.51
PREPARATION OF BRIDGE AT STA. 261+92.70 | | |
RT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4729X COUNTIES : HALL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACNH-BH-34-4(120)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 1661
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 84,132.13| $ 98,402.10| $ 82,423.08
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6C BRIDGE AT STA. 312+50.6 LT.
30.480 METER 3-SPAN CONCRETE SLAB BRIDGE, WIDEN AND OVERLAY
| | |
0065 0030.60 LUMP| 12000.00000 12000.00| 6300.00000 6300.00| 36310.37000 36310.37
MOBILIZATION | | |
0066 1043.50 62.000 m2 | 6.00000 372.00| 1.80000 111.60| 36.31000 2251.22
RIPRAP FILTER FABRIC | | |
0067 3050.15 150.900 m3 | 293.00000 44213.70| 250.00000 37725.00| 295.67000 44616.60
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0068 3051.10 9040.000 kg | 1.63000 14735.20| 1.50000 13560.00| 2.59000 23413.60
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0069 6000.10 40.000 LS | 2300.00000 2300.00| 2100.00000 2100.00| 5187.20000 5187.20
ABUTMENT NO.1 EXCAVATION | | |
0070 6000.11 40.000 LS | 2300.00000 2300.00| 2100.00000 2100.00| 5187.20000 5187.20
ABUTMENT NO.2 EXCAVATION | | |
0071 6005.35 32.390 m | 206.50000 6688.54| 145.00000 4696.55| 233.42000 7560.47
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0072 6007.01 370.000 m2 | 46.00000 17020.00| 12.50000 4625.00| 31.12000 11514.40
CLASS I REPAIR | | |
0073 6007.02 74.000 m2 | 99.00000 7326.00| 115.00000 8510.00| 155.62000 11515.88
CLASS II REPAIR | | |
0074 6007.03 4.000 m2 | 197.50000 790.00| 260.00000 1040.00| 311.23000 1244.92
CLASS III REPAIR | | |
0075 6008.40 463.000 m2 | 31.00000 14353.00| 70.00000 32410.00| 36.31000 16811.53
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0076 6010.22 28.900 m3 | 579.00000 16733.10| 1000.00000 28900.00| 674.34000 19488.43
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0077 6010.26 54.100 m3 | 502.00000 27158.20| 890.00000 48149.00| 1011.50000 54722.15
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0078 6016.02 31.200 m3 | 457.00000 14258.40| 315.00000 9828.00| 829.95000 25894.44
CONCRETE FOR OVERLAYS-SF | | |
0079 6030.00 1.000 EACH| 32000.00000 32000.00| 21000.00000 21000.00| 25935.98000 25935.98
PREPARATION OF BRIDGE AT STA. 312+50.60 | | |
LT. | | |
0080 6104.00 24.000 Mg | 43.00000 1032.00| 17.00000 408.00| 114.12000 2738.88
BROKEN CONCRETE RIPRAP | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4729X COUNTIES : HALL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACNH-BH-34-4(120)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 1661
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0081 6105.02 5.000 Mg | 57.50000 287.50| 35.00000 175.00| 181.55000 907.75
ROCK RIPRAP, TYPE B | | |
0082 6131.50 10030.000 kg | 1.66000 16649.80| 1.50000 15045.00| 2.59000 25977.70
EPOXY COATED REINFORCING STEEL | | |
0083 6200.00 213.400 m | 113.00000 24114.20| 92.00000 19632.80| 181.55000 38742.77
CONCRETE PILING | | |
0084 6510.55 5.000 LS | 5250.00000 5250.00| 18900.00000 18900.00| 10374.39000 10374.39
TEMPORARY BRIDGE SHORING | | |
0085 6601.15 56.300 m | 42.00000 2364.60| 56.75000 3195.03| 22.65000 1275.20
38 mm CONDUIT IN BRIDGE | | |
0086 8091.00 45.000 m3 | 26.00000 1170.00| 29.00000 1305.00| 51.87000 2334.15
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 263,116.24| $ 279,715.98| $ 374,005.23
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 6D BRIDGE AT STA. 312+50.60 RT.
ONE 12.34 M SPAN AND TWO 9.605 M SPANS, CONCRETE SLAB BRIDGE
| | |
0087 0030.60 LUMP| 2150.00000 2150.00| 3300.00000 3300.00| 3112.32000 3112.32
MOBILIZATION | | |
0088 6010.28 11.800 m3 | 646.00000 7622.80| 650.00000 7670.00| 829.95000 9793.41
CLASS 47BD-35 CONCRETE FOR BRIDGE | | |
0089 6020.00 687.000 kg | 1.43000 982.41| 2.10000 1442.70| 2.59000 1779.33
REINFORCING STEEL FOR BRIDGE | | |
0090 6030.00 1.000 EACH| 11000.00000 11000.00| 6500.00000 6500.00| 4149.76000 4149.76
PREPARATION OF BRIDGE AT STA. 312+50.60 | | |
RT. | | |
0091 6601.15 31.200 m | 69.50000 2168.40| 29.00000 904.80| 36.31000 1132.87
38 mm CONDUIT IN BRIDGE | | |
SECTION TOTALS | $ 23,923.61| $ 19,817.50| $ 19,967.69
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 6E BRIDGE AT STA. 317+55.80 LT.
2-4.955m & 1-5.945m CONCRETE SLAB BRIDGE
| | |
0092 0030.60 LUMP| 2150.00000 2150.00| 6300.00000 6300.00| 10374.39000 10374.39
MOBILIZATION | | |
0093 6007.01 398.100 m2 | 39.00000 15525.90| 12.50000 4976.25| 20.75000 8260.58
CLASS I REPAIR | | |
0094 6007.02 137.000 m2 | 99.00000 13563.00| 115.00000 15755.00| 155.62000 21319.94
CLASS II REPAIR | | |
0095 6007.03 5.000 m2 | 197.50000 987.50| 260.00000 1300.00| 311.23000 1556.15
CLASS III REPAIR | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4729X COUNTIES : HALL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACNH-BH-34-4(120)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 1661
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0096 6008.40 398.100 m2 | 31.00000 12341.10| 70.00000 27867.00| 36.31000 14455.01
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0097 6010.25 12.860 m3 | 637.00000 8191.82| 650.00000 8359.00| 829.95000 10673.16
CONCRETE CLASS 47BD-35 FOR BRIDGES | | |
0098 6016.02 37.800 m3 | 457.00000 17274.60| 315.00000 11907.00| 829.95000 31372.11
CONCRETE FOR OVERLAYS-SF | | |
0099 6020.00 810.000 kg | 1.43000 1158.30| 2.10000 1701.00| 2.59000 2097.90
REINFORCING STEEL FOR BRIDGE | | |
0100 6030.00 1.000 EACH| 10000.00000 10000.00| 9900.00000 9900.00| 4149.76000 4149.76
PREPARATION OF BRIDGE AT STA. 317+55.80 | | |
LT. | | |
0101 6601.15 17.000 m | 106.00000 1802.00| 29.00000 493.00| 27.03000 459.51
38 mm CONDUIT IN BRIDGE | | |
SECTION TOTALS | $ 82,994.22| $ 88,558.25| $ 104,718.51
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 6F BRIDGE AT STA. 317+59.20 RT.
15.850 M MULTIPLE SPAN CONCRETE SLAB
| | |
0102 0030.60 LUMP| 2150.00000 2150.00| 3350.00000 3350.00| 3112.32000 3112.32
MOBILIZATION | | |
0103 6010.28 12.860 m3 | 637.00000 8191.82| 650.00000 8359.00| 674.34000 8672.01
CLASS 47BD-35 CONCRETE FOR BRIDGE | | |
0104 6020.00 810.000 kg | 1.43000 1158.30| 2.10000 1701.00| 2.59000 2097.90
REINFORCING STEEL FOR BRIDGE | | |
0105 6030.00 1.000 EACH| 10000.00000 10000.00| 6800.00000 6800.00| 4149.76000 4149.76
PREPARATION OF BRIDGE AT STA. 317+59.20 | | |
RT. | | |
0106 6601.15 17.000 m | 106.00000 1802.00| 29.40000 499.80| 27.03000 459.51
38 mm CONDUIT IN BRIDGE | | |
SECTION TOTALS | $ 23,302.12| $ 20,709.80| $ 18,491.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 7 GUARDRAIL
| | |
0107 0030.70 LUMP| 1500.00000 1500.00| 635.00000 635.00| 628.11000 628.11
MOBILIZATION | | |
0108 7011.20 129.540 m | 14.00000 1813.56| 14.50000 1878.33| 14.52000 1880.92
W-BEAM GUARDRAIL | | |
0109 7011.30 59.050 m | 20.00000 1181.00| 21.00000 1240.05| 20.75000 1225.29
THRIE-BEAM GUARDRAIL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4729X COUNTIES : HALL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACNH-BH-34-4(120)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 1661
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 7020.00 8.000 EACH| 1100.00000 8800.00| 1150.00000 9200.00| 1141.18000 9129.44
BRIDGE APPROACH SECTIONS | | |
0111 7020.60 6.000 EACH| 1100.00000 6600.00| 1150.00000 6900.00| 1141.18000 6847.08
SPECIAL BRIDGE APPROACH SECTION | | |
0112 7022.00 6.000 EACH| 350.00000 2100.00| 365.00000 2190.00| 363.10000 2178.60
END ANCHORAGE ASSEMBLY | | |
0113 7022.50 6.000 EACH| 4500.00000 27000.00| 4725.00000 28350.00| 4668.48000 28010.88
BULLNOSE-3.8 m | | |
0114 7024.27 8.000 EACH| 1600.00000 12800.00| 1680.00000 13440.00| 1659.90000 13279.20
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 61,794.56| $ 63,833.38| $ 63,179.52
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0012 GROUP 8B ELECTRICAL
| | |
0115 A001.01 12.000 EACH| 450.00000 5400.00| 400.00000 4800.00| 403.12000 4837.44
PULL BOX, TYPE PB-1 | | |
0116 A001.02 1.000 EACH| 400.00000 400.00| 350.00000 350.00| 459.50000 459.50
PULL BOX, TYPE PB-1A | | |
0117 A001.06 2.000 EACH| 625.00000 1250.00| 550.00000 1100.00| 598.04000 1196.08
PULL BOX, TYPE PB-2A | | |
0118 A003.10 5.000 EACH| 650.00000 3250.00| 560.00000 2800.00| 581.57000 2907.85
TRAFFIC SIGNAL, TYPE TS-1 | | |
0119 A003.20 1.000 EACH| 650.00000 650.00| 570.00000 570.00| 677.37000 677.37
TRAFFIC SIGNAL, TYPE TS-1A | | |
0120 A004.04 4.000 EACH| 900.00000 3600.00| 900.00000 3600.00| 934.45000 3737.80
TRAFFIC SIGNAL, TYPE TS-1LL | | |
0121 A004.28 2.000 EACH| 900.00000 1800.00| 920.00000 1840.00| 966.33000 1932.66
TRAFFIC SIGNAL, TYPE TS-1RR | | |
0122 A004.40 2.000 EACH| 650.00000 1300.00| 270.00000 540.00| 323.12000 646.24
TRAFFIC SIGNAL, TYPE TS-2 | | |
0123 A006.75 2.000 EACH| 700.00000 1400.00| 490.00000 980.00| 540.98000 1081.96
PEDESTAL POLE, TYPE PP-3048 | | |
0124 A006.86 1.000 EACH| 900.00000 900.00| 540.00000 540.00| 641.06000 641.06
PEDESTAL POLE, TYPE PP-3660 | | |
0125 A006.98 12.000 EACH| 275.00000 3300.00| 50.00000 600.00| 60.77000 729.24
VEHICLE DETECTOR, TYPE A PREFORMED | | |
0126 A007.00 12.000 EACH| 300.00000 3600.00| 78.50000 942.00| 86.71000 1040.52
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0127 A007.08 2.000 EACH| 450.00000 900.00| 525.00000 1050.00| 572.11000 1144.22
VEHICLE DETECTOR, TYPE TD-3 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4729X COUNTIES : HALL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACNH-BH-34-4(120)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 1661
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0128 A009.57 195.000 EACH| 1275.00000 248625.00| 1500.00000 292500.00| 1499.65000 292431.75
STREET LIGHTING UNIT, TYPE | | |
SL-BT-13.7-3.7-0.25 | | |
0129 A009.81 8.000 EACH| 1545.00000 12360.00| 1900.00000 15200.00| 1901.49000 15211.92
STREET LIGHTING UNIT, TYPE | | |
SL-BT-15.2-3.7-0.25 | | |
0130 A012.05 1.000 EACH| 4500.00000 4500.00| 5000.00000 5000.00| 5076.11000 5076.11
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-14-3.7 | | |
0131 A012.98 1.000 EACH| 6800.00000 6800.00| 7777.00000 7777.00| 7783.82000 7783.82
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-21.5-3.7 | | |
0132 A016.90 1.000 EACH| 4800.00000 4800.00| 7000.00000 7000.00| 7016.12000 7016.12
MAST ARM SIGNAL POLE, TYPE MP-21.5 | | |
0133 A020.17 2.000 EACH| 1000.00000 2000.00| 1125.00000 2250.00| 1163.45000 2326.90
LIGHTING CONTROL CENTER, TYPE P | | |
0134 A020.30 10.000 EACH| 1250.00000 12500.00| 1080.00000 10800.00| 1084.43000 10844.30
LIGHTING CONTROL CENTER, TYPE R | | |
0135 A070.10 13901.000 m | 4.00000 55604.00| 3.50000 48653.50| 3.48000 48375.48
38 mm CONDUIT IN TRENCH | | |
0136 A070.14 1212.000 m | 5.00000 6060.00| 4.40000 5332.80| 4.50000 5454.00
50 mm CONDUIT IN TRENCH | | |
0137 A070.18 34.000 m | 6.00000 204.00| 11.00000 374.00| 14.03000 477.02
75 mm CONDUIT IN TRENCH | | |
0138 A072.10 28.000 m | 8.00000 224.00| 9.50000 266.00| 13.51000 378.28
38 mm CONDUIT UNDER ROADWAY | | |
0139 A074.12 516.000 m | 35.00000 18060.00| 39.00000 20124.00| 39.63000 20449.08
38 mm CONDUIT, JACKED | | |
0140 A074.14 65.000 m | 40.00000 2600.00| 40.00000 2600.00| 42.10000 2736.50
50 mm CONDUIT, JACKED | | |
0141 A074.18 42.000 m | 45.00000 1890.00| 43.00000 1806.00| 45.08000 1893.36
75 mm CONDUIT, JACKED | | |
0142 A077.13 1002.000 m | 1.60000 1603.20| 1.10000 1102.20| 1.20000 1202.40
3/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0143 A077.15 46.000 m | 1.70000 78.20| 1.85000 85.10| 4.19000 192.74
5/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0144 A077.22 260.000 m | 5.00000 1300.00| 3.30000 858.00| 3.73000 969.80
12/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0145 A079.01 1875.000 m | 1.50000 2812.50| 0.75000 1406.25| 0.84000 1575.00
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4729X COUNTIES : HALL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACNH-BH-34-4(120)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 1661
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0146 A079.50 999.000 m | 0.75000 749.25| 0.44000 439.56| 0.54000 539.46
GROUNDING CONDUCTOR | | |
0147 A079.55 17.000 m | 3.00000 51.00| 2.30000 39.10| 8.56000 145.52
SERVICE CABLE | | |
0148 A080.10 1056.000 m | 2.00000 2112.00| 1.55000 1636.80| 1.66000 1752.96
STREET LIGHTING CABLE, NO. 2 USE | | |
0149 A080.16 294.000 m | 1.40000 411.60| 0.75000 220.50| 1.14000 335.16
STREET LIGHTING CABLE, NO. 4 USE | | |
ALUMINUM | | |
0150 A080.22 14777.000 m | 1.40000 20687.80| 0.95000 14038.15| 0.94000 13890.38
STREET LIGHTING CABLE, NO. 6 BARE | | |
0151 A080.24 28498.000 m | 1.50000 42747.00| 0.96000 27358.08| 0.95000 27073.10
STREET LIGHTING CABLE, NO. 6 USE | | |
0152 A500.20 1.000 EACH| 2200.00000 2200.00| 850.00000 850.00| 952.29000 952.29
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | |
TC-170 | | |
0153 A610.00 1.000 EACH| 1500.00000 1500.00| 3675.00000 3675.00| 3737.81000 3737.81
REMOVE TRAFFIC SIGNAL AT US-34 & US-281 | | |
0154 A610.10 2.000 EACH| 25.00000 50.00| 83.00000 166.00| 115.63000 231.26
REMOVE TRAFFIC SIGNAL HEAD | | |
0155 A700.20 2.000 EACH| 350.00000 700.00| 795.00000 1590.00| 841.84000 1683.68
RELOCATE STREET LIGHTING UNIT | | |
0156 0003.75 1.000 EACH| 6000.00000 6000.00| 10000.00000 10000.00| 10159.56000 10159.56
TEMPORARY TRAFFIC SIGNAL AT US-34 & | | |
US-281 | | |
0157 0030.81 LUMP| 4309.00000 4309.00| 5200.00000 5200.00| 5293.97000 5293.97
MOBILIZATION | | |
SECTION TOTALS | $ 491,288.55| $ 508,060.04| $ 511,221.67
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0013 GROUP 9 BITUMINOUS
| | |
0158 0002.55 165.120 StaM| 23.00000 3797.76| 25.00000 4128.00| 22.82000 3768.04
OVERLAY BROKEN LINES | | |
0159 0002.60 330.240 StaM| 26.00000 8586.24| 25.00000 8256.00| 22.82000 7536.08
OVERLAY SOLID LINES | | |
0160 0030.30 LUMP| 135000.00000 135000.00| 59000.00000 59000.00| 63041.73000 63041.73
MOBILIZATION | | |
0161 1102.50 2178.000 m2 | 2.95000 6425.10| 2.45000 5336.10| 3.28000 7143.84
REMOVE ASPHALT SURFACING FROM PAVEMENT | | |
0162 2001.00 45.000 m3 | 9.00000 405.00| 16.75000 753.75| 47.65000 2144.25
GRAVEL SURFACE COURSE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4729X COUNTIES : HALL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACNH-BH-34-4(120)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 1661
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0163 2020.50 616.000 m2 | 42.00000 25872.00| 38.00000 23408.00| 37.22000 22927.52
SURFACING 200mm | | |
0164 2021.00 4.000 EACH| 50.00000 200.00| 52.50000 210.00| 51.87000 207.48
MAILBOX POST | | |
0165 3008.05 1408.000 EACH| 8.00000 11264.00| 7.95000 11193.60| 10.37000 14600.96
TIE BARS | | |
0166 3017.40 35.000 m2 | 39.50000 1382.50| 46.00000 1610.00| 57.06000 1997.10
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0167 3031.80 122.000 m2 | 125.00000 15250.00| 54.00000 6588.00| 145.24000 17719.28
205 mm CONCRETE BASE COURSE CLASS PR-25 | | |
0168 3032.18 2457.000 m2 | 46.65000 114619.05| 53.00000 130221.00| 88.18000 216658.26
205 mm CONCRETE BASE COURSE, CLASS | | |
47B-HE-25 | | |
0169 3040.11 115.900 m2 | 141.00000 16341.90| 135.00000 15646.50| 134.07000 15538.71
CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | |
DEPTH | | |
0170 3040.12 786.200 m2 | 125.00000 98275.00| 115.00000 90413.00| 114.12000 89721.14
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0171 3040.13 1547.500 m2 | 110.00000 170225.00| 100.00000 154750.00| 98.56000 152521.60
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0172 3040.18 6.500 m2 | 190.00000 1235.00| 124.00000 806.00| 122.04000 793.26
CONCRETE PAVEMENT REPAIR, TYPE A, | | |
PARTIAL DEPTH | | |
0173 3041.25 47.000 Mg | 750.00000 35250.00| 660.00000 31020.00| 264.09000 12412.23
BITUMINOUS PATCHING | | |
0174 3075.31 3579.000 m2 | 43.45000 155507.55| 52.00000 186108.00| 53.95000 193087.05
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0175 3091.18 859.000 m2 | 48.20000 41403.80| 53.00000 45527.00| 88.18000 75746.62
205 mm CONCRETE PAVEMENT CLASS 47B-HE-25| | |
0176 3221.05 267.300 m2 | 116.00000 31006.80| 120.00000 32076.00| 117.76000 31477.25
CONCRETE PAVEMENT, CLASS PR-25 JOINT | | |
REPAIR | | |
0177 3222.06 176.000 m2 | 85.00000 14960.00| 60.00000 10560.00| 98.56000 17346.56
205 mm CONCRETE PAVEMENT, CLASS PR-25 | | |
0178 7490.03 9500.000 m | 1.24000 11780.00| 1.25000 11875.00| 1.29000 12255.00
100 mm YELLOW THERMOPLASTIC | | |
0179 7490.04 11500.000 m | 1.24000 14260.00| 1.25000 14375.00| 1.29000 14835.00
100 mm WHITE THERMOPLASTIC | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4729X COUNTIES : HALL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACNH-BH-34-4(120)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 1661
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 8029.10 7193.000 m2 | 2.10000 15105.30| 8.50000 61140.50| 2.38000 17119.34
AGGREGATE FOUNDATION COURSE-D 100 mm | | |
0181 8051.00 328.000 m3 | 21.00000 6888.00| 21.50000 7052.00| 21.42000 7025.76
SOIL BINDER | | |
0182 8101.40 8539.000 m2 | 2.95000 25190.05| 3.30000 28178.70| 3.32000 28349.48
SUBGRADE STABILIZATION | | |
0183 9000.75 300.000 Mg | 14.40000 4320.00| 15.50000 4650.00| 15.15000 4545.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0184 9005.00 100.000 Mg | 30.76000 3076.00| 46.00000 4600.00| 45.74000 4574.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0185 9005.23 6840.000 Mg | 14.40000 98496.00| 14.65000 100206.00| 19.52000 133516.80
ASPHALTIC CONCRETE, TYPE SPS | | |
0186 9005.45 19790.000 Mg | 22.76000 450420.40| 22.10000 437359.00| 28.79000 569754.10
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0187 9009.00 948.000 m2 | 2.50000 2370.00| 2.90000 2749.20| 7.75000 7347.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0188 9020.91 16.200 Mg | 174.00000 2818.80| 171.77000 2782.67| 178.17000 2886.35
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0189 9021.01 369.360 Mg | 174.00000 64268.64| 171.77000 63444.97| 178.17000 65808.87
PERFORMANCE GRADED BINDER (64-22) | | |
0190 9021.06 1074.060 Mg | 260.00000 279255.60| 305.00000 327588.30| 265.39000 285044.78
PERFORMANCE GRADED BINDER (70-34) | | |
0191 9034.00 948.000 m2 | 2.50000 2370.00| 2.40000 2275.20| 0.81000 767.88
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0192 9053.00 82830.000 L | 0.26000 21535.80| 0.20000 16566.00| 0.22000 18222.60
TACK COAT | | |
0193 9111.00 610.000 kL | 2.00000 1220.00| 5.20000 3172.00| 2.74000 1671.40
WATER | | |
0194 9170.00 169.471 StaM| 230.00000 38978.33| 240.00000 40673.04| 236.54000 40086.67
EARTH SHOULDER CONSTRUCTION | | |
0195 9179.80 4.000 EACH| 1550.00000 6200.00| 1175.00000 4700.00| 1269.81000 5079.24
MILLING CONCRETE FOR INLAYS | | |
0196 9185.76 172.000 StaM| 50.00000 8600.00| 57.50000 9890.00| 55.48000 9542.56
RUMBLE STRIPS, ASPHALT | | |
0197 9186.01 2.388 StaM| 2950.00000 7044.60| 3000.00000 7164.00| 2630.66000 6282.02
CONCRETE SURFACE MILLING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4729X COUNTIES : HALL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACNH-BH-34-4(120)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 1661
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0198 9188.50 589.000 m2 | 25.00000 14725.00| 23.25000 13694.25| 20.47000 12056.83
SURFACING UNDER GUARDRAIL | | |
0199 9300.50 8.320 LS | 2500.00000 2500.00| 5390.00000 5390.00| 1851.78000 1851.78
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,968,429.22| $ 1,987,136.78| $ 2,195,011.42
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0014 GROUP 10 GENERAL ITEMS
| | |
0200 0001.08 20260.000 BDAY| 0.50000 10130.00| 0.50000 10130.00| 0.50000 10130.00
BARRICADE, TYPE II | | |
0201 0001.10 2155.000 BDAY| 2.50000 5387.50| 2.20000 4741.00| 2.07000 4460.85
BARRICADE, TYPE III | | |
0202 0001.30 1220.000 LDAY| 2.50000 3050.00| 1.10000 1342.00| 1.04000 1268.80
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0203 0001.75 450.000 EACH| 7.50000 3375.00| 5.50000 2475.00| 5.19000 2335.50
TEMPORARY SIGN DAY | | |
0204 0001.90 18806.000 EACH| 0.50000 9403.00| 0.40000 7522.40| 0.26000 4889.56
SIGN DAY | | |
0205 0002.30 4350.000 m | 1.14000 4959.00| 0.75000 3262.50| 1.04000 4524.00
PAVEMENT MARKING REMOVAL | | |
0206 0002.39 9400.000 m | 3.82000 35908.00| 3.15000 29610.00| 2.07000 19458.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0207 0002.47 2000.000 m | 1.57000 3140.00| 1.00000 2000.00| 1.04000 2080.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0208 0002.97 447.000 DAY | 22.00000 9834.00| 28.00000 12516.00| 51.87000 23185.89
FLASHING ARROW PANEL | | |
0209 0003.10 45.000 DAY | 175.00000 7875.00| 185.00000 8325.00| 180.75000 8133.75
FLAGGING | | |
0210 0003.35 2.000 DAY | 2000.00000 4000.00| 1260.00000 2520.00| 1296.80000 2593.60
MOBILE TRAFFIC CONTROL OPERATION | | |
0211 0003.51 615.000 m | 35.00000 21525.00| 59.00000 36285.00| 56.28000 34612.20
INSTALL CONCRETE PROTECTION BARRIER | | |
0212 0003.56 968.000 m | 5.00000 4840.00| 3.90000 3775.20| 16.69000 16155.92
RELOCATE CONCRETE PROTECTION BARRIER | | |
0213 0003.57 8.000 EACH| 950.00000 7600.00| 1000.00000 8000.00| 1037.44000 8299.52
RELOCATE INERTIAL BARRIER SYSTEM | | |
0214 0003.58 4.000 EACH| 3700.00000 14800.00| 4400.00000 17600.00| 3371.68000 13486.72
INERTIAL BARRIER SYSTEM | | |
0215 0003.64 5.000 EACH| 275.00000 1375.00| 220.00000 1100.00| 259.36000 1296.80
REPLACEMENT MODULE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4729X COUNTIES : HALL
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 4
PROJECT(S) : EACNH-BH-34-4(120)
====================================================================================================================================
|(1) 0083 |(2) 0574 |(3) 1661
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0216 0010.04 1.000 EACH| 1500.00000 1500.00| 3575.00000 3575.00| 1452.41000 1452.41
FIELD OFFICE | | |
0217 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0218 0030.00 LUMP| 10000.00000 10000.00| 54000.00000 54000.00| 30332.02000 30332.02
MOBILIZATION | | |
0219 9110.01 25.000 HOUR| 75.00000 1875.00| 55.00000 1375.00| 62.71000 1567.75
RENTAL OF LOADER, FULLY OPERATED | | |
0220 9110.02 20.000 HOUR| 70.00000 1400.00| 73.00000 1460.00| 54.07000 1081.40
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0221 9110.03 25.000 HOUR| 55.00000 1375.00| 47.00000 1175.00| 49.12000 1228.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0222 9110.07 25.000 HOUR| 50.00000 1250.00| 38.00000 950.00| 40.96000 1024.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 165,401.50| $ 214,539.10| $ 194,396.69
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,253,248.93| $ 4,514,142.08| $ 4,684,945.15
====================================================================================================================================