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Last Updated:
02/07/2003
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February 06, 2003
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : 2
VENDOR RANKING
CALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 DISTRICT : 5
CONTRACT DESCRIPTION : PROJECT(S) : EACNH-2-1(116)
N-2, IN ALLIANCE.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 1,957,596.80 100.0000%
2 3712 HEGGEM CONSTRUCTION, INC. $ 1,994,135.42 101.8665%
3 2126 CEMENT PRODUCTS, INC. $ 2,253,618.45 115.1217%
4 2252 PAULSEN, INC. $ 2,314,877.45 118.2510%
5 0083 WERNER CONSTRUCTION, INC. $ 2,318,318.15 118.4267%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -3
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 1 ) 2853 |( 2 ) 3712 |( 3 ) 2126
|SIMON CONTRACTORS AND SUBSI |HEGGEM CONSTRUCTION, INC. |CEMENT PRODUCTS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 4600.00000 4600.00| 8000.00000 8000.00| 30000.00000 30000.00
MOBILIZATION | | |
0002 1009.00 LUMP| 1886.49000 1886.49| 4000.00000 4000.00| 2500.00000 2500.00
GENERAL CLEARING AND GRUBBING | | |
0003 1011.00 1185.000 kL | 1.17000 1386.45| 3.00000 3555.00| 3.00000 3555.00
WATER | | |
0004 1030.00 6770.000 m3 | 4.89000 33105.30| 6.25000 42312.50| 10.46000 70814.20
EARTHWORK MEASURED IN EMBANKMENT | | |
0005 1101.00 12056.000 m2 | 4.31000 51961.36| 4.43000 53408.08| 5.00000 60280.00
REMOVE PAVEMENT | | |
0006 1101.25 1500.000 m | 8.20000 12300.00| 8.20000 12300.00| 8.20000 12300.00
SAWING PAVEMENT | | |
0007 1102.00 5080.500 m2 | 1.58000 8027.19| 4.43000 22506.62| 5.00000 25402.50
REMOVE ASPHALT SURFACE | | |
0008 1106.00 2415.000 m2 | 4.84000 11688.60| 4.50000 10867.50| 5.00000 12075.00
REMOVE DRIVEWAY | | |
0009 1107.00 74.000 m2 | 3.62000 267.88| 4.00000 296.00| 4.00000 296.00
REMOVE WALK | | |
0010 1109.00 210.000 m | 9.94000 2087.40| 8.00000 1680.00| 9.84000 2066.40
REMOVE CURB | | |
0011 1116.00 14.000 EACH| 18.05000 252.70| 4.00000 56.00| 8.00000 112.00
REMOVE GUARD POST | | |
0012 1120.00 1.000 EACH| 758.16000 758.16| 600.00000 600.00| 300.00000 300.00
REMOVE DISCHARGE STRUCTURE | | |
0013 1122.01 1188.000 m2 | 3.63000 4312.44| 4.00000 4752.00| 5.98000 7104.24
REMOVE CONCRETE MEDIAN SURFACING | | |
0014 1123.00 80.000 m2 | 37.91000 3032.80| 5.00000 400.00| 5.98000 478.40
REMOVE CONCRETE DITCH LINER | | |
0015 1701.24 19.000 m | 89.58000 1702.02| 100.00000 1900.00| 98.53000 1872.07
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0016 4310.24 2.000 EACH| 294.36000 588.72| 400.00000 800.00| 250.00000 500.00
600 mm FLARED-END SECTION | | |
0017 7017.00 53.000 m | 7.15000 378.95| 6.00000 318.00| 15.00000 795.00
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 138,336.46| $ 167,751.70| $ 230,450.81
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -4
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 1 ) 2853 |( 2 ) 3712 |( 3 ) 2126
|SIMON CONTRACTORS AND SUBSI |HEGGEM CONSTRUCTION, INC. |CEMENT PRODUCTS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 0030.30 LUMP| 51766.90000 51766.90| 35000.00000 35000.00| 60000.00000 60000.00
MOBILIZATION | | |
0019 2001.00 12.000 m3 | 21.76000 261.12| 25.00000 300.00| 26.17000 314.04
GRAVEL SURFACE COURSE | | |
0020 2010.00 100.000 m3 | 45.76000 4576.00| 25.00000 2500.00| 20.00000 2000.00
CRUSHED ROCK SURFACE COURSE | | |
0021 2021.05 8.000 EACH| 75.07000 600.56| 100.00000 800.00| 50.00000 400.00
REMOVE AND RESET MAILBOX | | |
0022 3008.05 626.000 EACH| 6.54000 4094.04| 3.70000 2316.20| 5.00000 3130.00
TIE BARS | | |
0023 3013.10 72.000 m | 201.60000 14515.20| 27.00000 1944.00| 72.00000 5184.00
CONCRETE CLASS 47B-20 BARRIER CURB | | |
0024 3016.21 1587.000 m2 | 22.09000 35056.83| 30.00000 47610.00| 29.23000 46388.01
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0025 3017.40 1398.000 m2 | 21.96000 30700.08| 26.00000 36348.00| 25.00000 34950.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0026 3020.24 2561.000 m2 | 25.81000 66099.41| 38.00000 97318.00| 37.60000 96293.60
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0027 3075.12 1366.000 m2 | 30.60000 41799.60| 26.00000 35516.00| 26.31000 35939.46
155 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0028 3075.42 4351.000 m2 | 31.73000 138057.23| 30.30000 131835.30| 33.49000 145714.99
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0029 3075.46 16923.000 m2 | 36.00000 609228.00| 33.90000 573689.70| 35.88000 607197.24
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0030 3089.25 1231.000 m2 | 30.48000 37520.88| 28.35000 34898.85| 41.86000 51529.66
TEMPORARY SURFACING 200 mm | | |
0031 3300.65 12.000 EACH| 202.14000 2425.68| 100.00000 1200.00| 100.00000 1200.00
CONCRETE PAVEMENT THICKNESS CORE | | |
0032 4015.00 6.000 EACH| 419.21000 2515.26| 100.00000 600.00| 200.00000 1200.00
ADJUST MANHOLE TO GRADE | | |
0033 7500.32 12.000 EACH| 224.00000 2688.00| 236.25000 2835.00| 295.00000 3540.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE | | |
4 | | |
0034 7502.14 1350.000 m | 2.52000 3402.00| 7.87500 10631.25| 7.40000 9990.00
100 mm WHITE PREFORMED PAVEMENT MARKING | | |
TYPE 4, GROOVED | | |
0035 7503.14 1975.000 m | 2.52000 4977.00| 8.13750 16071.56| 7.55000 14911.25
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4, GROOVED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -5
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 1 ) 2853 |( 2 ) 3712 |( 3 ) 2126
|SIMON CONTRACTORS AND SUBSI |HEGGEM CONSTRUCTION, INC. |CEMENT PRODUCTS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 7508.03 40.000 m | 7.84000 313.60| 7.82250 312.90| 18.45000 738.00
300 mm WHITE PREFORMED PAVEMENT MARKING | | |
TYPE 3 | | |
0037 7509.14 75.000 m | 9.35000 701.25| 24.15000 1811.25| 22.45000 1683.75
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4, GROOVED | | |
0038 7512.03 75.000 m | 15.68000 1176.00| 15.64500 1173.38| 37.00000 2775.00
600 mm WHITE PREFORMED PAVEMENT MARKING | | |
TYPE 3 | | |
0039 8029.10 22408.000 m2 | 3.29000 73722.32| 4.00000 89632.00| 6.25000 140050.00
AGGREGATE FOUNDATION COURSE-D 100 mm | | |
0040 9111.00 423.000 kL | 4.04000 1708.92| 3.00000 1269.00| 5.00000 2115.00
WATER | | |
0041 9170.00 23.250 StaM| 343.83000 7994.05| 200.00000 4650.00| 300.00000 6975.00
EARTH SHOULDER CONSTRUCTION | | |
0042 9173.20 25201.000 m2 | 1.83000 46117.83| 1.00000 25201.00| 1.20000 30241.20
SUBGRADE PREPARATION | | |
0043 L001.02 0.680 ha | 2240.00000 1523.20| 2000.00000 1360.00| 2000.00000 1360.00
SEEDING, TYPE B | | |
0044 L010.00 1863.000 m2 | 10.08000 18779.04| 9.00000 16767.00| 5.38000 10022.94
SODDING | | |
0045 L032.80 1.800 Mg | 2240.00000 4032.00| 2000.00000 3600.00| 500.00000 900.00
HYDROMULCH | | |
0046 W600.03 20.000 EACH| 183.56000 3671.20| 200.00000 4000.00| 150.00000 3000.00
ADJUST VALVE BOX TO GRADE | | |
0047 W600.21 5.000 EACH| 1680.00000 8400.00| 1000.00000 5000.00| 700.00000 3500.00
ADJUST FIRE HYDRANT TO GRADE | | |
SECTION TOTALS | $ 1,218,423.20| $ 1,186,190.39| $ 1,323,243.14
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0048 0030.40 LUMP| 3920.00000 3920.00| 4200.00000 4200.00| 30000.00000 30000.00
MOBILIZATION | | |
0049 1119.00 1.000 EACH| 560.00000 560.00| 262.50000 262.50| 195.00000 195.00
REMOVE INLET | | |
0050 4002.00 3181.000 kg | 3.36000 10688.16| 2.83500 9018.14| 2.95000 9383.95
CAST IRON COVER AND FRAME | | |
0051 4004.50 474.000 kg | 3.08000 1459.92| 3.25500 1542.87| 3.30000 1564.20
CAST IRON GRATE AND FRAME | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -6
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 1 ) 2853 |( 2 ) 3712 |( 3 ) 2126
|SIMON CONTRACTORS AND SUBSI |HEGGEM CONSTRUCTION, INC. |CEMENT PRODUCTS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 4016.00 1.000 EACH| 2576.00000 2576.00| 2341.50000 2341.50| 1780.00000 1780.00
MANHOLE AT STA. 649+76.86 RT. | | |
0053 4016.01 1.000 EACH| 2352.00000 2352.00| 2215.50000 2215.50| 1780.00000 1780.00
MANHOLE AT STA. 650+48.84 RT. | | |
0054 4016.02 1.000 EACH| 2352.00000 2352.00| 2247.00000 2247.00| 1935.00000 1935.00
MANHOLE AT STA. 651+14.48 RT. | | |
0055 4016.03 1.000 EACH| 2576.00000 2576.00| 2378.25000 2378.25| 2045.00000 2045.00
MANHOLE AT STA. 651+92.73 RT. | | |
0056 4016.04 1.000 EACH| 2576.00000 2576.00| 2388.75000 2388.75| 1935.00000 1935.00
MANHOLE AT STA. 652+11.68 RT. | | |
0057 4016.05 1.000 EACH| 2688.00000 2688.00| 2436.00000 2436.00| 1935.00000 1935.00
MANHOLE AT STA. 652+95.84 RT. | | |
0058 4016.06 1.000 EACH| 4480.00000 4480.00| 2803.50000 2803.50| 1935.00000 1935.00
MANHOLE AT STA. 653+50.13 RT. | | |
0059 4016.07 1.000 EACH| 2688.00000 2688.00| 2913.75000 2913.75| 2045.00000 2045.00
MANHOLE AT STA. 654+09.13 RT. | | |
0060 4016.08 1.000 EACH| 2576.00000 2576.00| 2789.00000 2789.00| 2045.00000 2045.00
MANHOLE AT STA. 654+61.10 RT. | | |
0061 4016.09 1.000 EACH| 2576.00000 2576.00| 2562.00000 2562.00| 1895.00000 1895.00
MANHOLE AT STA. 655+11.57 RT. | | |
0062 4016.10 1.000 EACH| 2352.00000 2352.00| 2352.00000 2352.00| 1780.00000 1780.00
MANHOLE AT STA. 656+21.53 RT. | | |
0063 4035.00 4.000 EACH| 224.00000 896.00| 157.50000 630.00| 110.00000 440.00
REMOVE FLARED-END SECTION | | |
0064 4044.00 1.000 EACH| 5600.00000 5600.00| 2000.00000 2000.00| 2700.00000 2700.00
PREPARATION OF STRUCTURE AT STA. 652+02 | | |
21 | | |
0065 4050.01 313.000 m3 | 28.00000 8764.00| 8.61000 2694.93| 8.50000 2660.50
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0066 4051.01 6.000 m3 | 112.00000 672.00| 20.00000 120.00| 17.00000 102.00
EXCAVATION FOR BOX CULVERTS | | |
0067 4101.06 64.280 m3 | 448.95000 28858.51| 400.00000 25712.00| 410.00000 26354.80
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0068 4105.59 60.240 m3 | 728.00000 43854.72| 997.50000 60089.40| 660.00000 39758.40
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0069 4151.00 4033.000 kg | 1.78000 7178.74| 2.00000 8066.00| 1.70000 6856.10
REINFORCING STEEL FOR BOX CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -7
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 1 ) 2853 |( 2 ) 3712 |( 3 ) 2126
|SIMON CONTRACTORS AND SUBSI |HEGGEM CONSTRUCTION, INC. |CEMENT PRODUCTS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0070 4155.50 1878.000 kg | 1.44000 2704.32| 0.73500 1380.33| 1.90000 3568.20
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0071 4310.24 4.000 EACH| 532.00000 2128.00| 708.75000 2835.00| 530.00000 2120.00
600 mm FLARED-END SECTION | | |
0072 P500.24 104.000 m | 106.40000 11065.60| 152.25000 15834.00| 120.00000 12480.00
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0073 P700.12 4.000 m | 78.40000 313.60| 89.25000 357.00| 85.00000 340.00
300 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0074 P700.18 181.000 m | 86.24000 15609.44| 110.25000 19955.25| 99.00000 17919.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0075 P700.24 284.000 m | 106.40000 30217.60| 152.25000 43239.00| 127.00000 36068.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0076 P700.30 250.000 m | 140.00000 35000.00| 210.00000 52500.00| 178.00000 44500.00
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0077 P700.36 7.000 m | 201.60000 1411.20| 283.50000 1984.50| 230.00000 1610.00
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0078 P775.30 18.000 m | 190.40000 3427.20| 267.75000 4819.50| 232.00000 4176.00
750 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0079 P775.36 8.000 m | 280.00000 2240.00| 378.00000 3024.00| 310.00000 2480.00
900 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0080 P775.48 86.000 m | 403.20000 34675.20| 530.25000 45601.50| 430.00000 36980.00
1200 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
SECTION TOTALS | $ 281,036.21| $ 333,293.17| $ 303,366.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 8B ELECTRICAL
| | |
0081 0003.76 1.000 EACH| 5040.00000 5040.00| 4725.00000 4725.00| 4500.00000 4500.00
TEMPORARY TRAFFIC SIGNAL AT 3rd STREET | | |
& CODY AVENUE | | |
0082 0030.81 LUMP| 1634.08000 1634.08| 1531.95000 1531.95| 5000.00000 5000.00
MOBILIZATION | | |
0083 A001.01 12.000 EACH| 504.00000 6048.00| 472.50000 5670.00| 450.00000 5400.00
PULL BOX, TYPE PB-1 | | |
0084 A001.02 5.000 EACH| 448.00000 2240.00| 420.00000 2100.00| 400.00000 2000.00
PULL BOX, TYPE PB-1A | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -8
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 1 ) 2853 |( 2 ) 3712 |( 3 ) 2126
|SIMON CONTRACTORS AND SUBSI |HEGGEM CONSTRUCTION, INC. |CEMENT PRODUCTS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0085 A001.05 1.000 EACH| 672.00000 672.00| 630.00000 630.00| 600.00000 600.00
PULL BOX, TYPE PB-2 | | |
0086 A001.06 6.000 EACH| 616.00000 3696.00| 577.50000 3465.00| 550.00000 3300.00
PULL BOX, TYPE PB-2A | | |
0087 A001.12 11.000 EACH| 392.00000 4312.00| 367.50000 4042.50| 350.00000 3850.00
PULL BOX, TYPE PB-5 | | |
0088 A001.16 2.000 EACH| 448.00000 896.00| 420.00000 840.00| 400.00000 800.00
PULL BOX, TYPE PB-6 | | |
0089 A004.00 24.000 EACH| 672.00000 16128.00| 630.00000 15120.00| 600.00000 14400.00
TRAFFIC SIGNAL, TYPE TS-1 | | |
0090 A004.04 1.000 EACH| 1120.00000 1120.00| 1050.00000 1050.00| 1000.00000 1000.00
TRAFFIC SIGNAL, TYPE TS-1LL | | |
0091 A006.15 8.000 EACH| 560.00000 4480.00| 525.00000 4200.00| 500.00000 4000.00
PEDESTRIAN SIGNAL, TYPE PS-1 | | |
0092 A006.70 4.000 EACH| 168.00000 672.00| 157.50000 630.00| 150.00000 600.00
PEDESTRIAN PUSHBUTTON, TYPE PPB | | |
0093 A006.98 30.000 EACH| 308.00000 9240.00| 288.75000 8662.50| 275.00000 8250.00
VEHICLE DETECTOR, TYPE A PREFORMED | | |
0094 A007.00 24.000 EACH| 336.00000 8064.00| 315.00000 7560.00| 300.00000 7200.00
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0095 A007.08 5.000 EACH| 448.00000 2240.00| 420.00000 2100.00| 400.00000 2000.00
VEHICLE DETECTOR, TYPE TD-3 | | |
0096 A009.09 18.000 EACH| 1456.00000 26208.00| 1365.00000 24570.00| 1300.00000 23400.00
STREET LIGHTING UNIT TYPE SL-A-12.2-2. | | |
4-0.25 | | |
0097 A009.14 12.000 EACH| 1792.00000 21504.00| 1680.00000 20160.00| 1600.00000 19200.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | |
7-0.25 | | |
0098 A010.70 1.000 EACH| 280.00000 280.00| 262.50000 262.50| 250.00000 250.00
LUMINAIRE | | |
0099 A010.76 1.000 EACH| 392.00000 392.00| 367.50000 367.50| 350.00000 350.00
LUMINAIRE ARM | | |
0100 A011.15 8.000 EACH| 4480.00000 35840.00| 4200.00000 33600.00| 4000.00000 32000.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-9.5-0.0 | | |
0101 A012.05 1.000 EACH| 6160.00000 6160.00| 5775.00000 5775.00| 5500.00000 5500.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-14-3.7 | | |
0102 A016.60 1.000 EACH| 3360.00000 3360.00| 3150.00000 3150.00| 3000.00000 3000.00
MAST ARM SIGNAL POLE, TYPE MP-12.5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -9
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 1 ) 2853 |( 2 ) 3712 |( 3 ) 2126
|SIMON CONTRACTORS AND SUBSI |HEGGEM CONSTRUCTION, INC. |CEMENT PRODUCTS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0103 A020.30 2.000 EACH| 1120.00000 2240.00| 1050.00000 2100.00| 1000.00000 2000.00
LIGHTING CONTROL CENTER, TYPE R | | |
0104 A070.10 983.000 m | 7.28000 7156.24| 6.82500 6708.98| 6.50000 6389.50
38 mm CONDUIT IN TRENCH | | |
0105 A070.14 145.000 m | 7.84000 1136.80| 7.35000 1065.75| 7.00000 1015.00
50 mm CONDUIT IN TRENCH | | |
0106 A072.10 454.000 m | 7.84000 3559.36| 7.35000 3336.90| 7.00000 3178.00
38 mm CONDUIT UNDER ROADWAY | | |
0107 A072.14 97.000 m | 8.40000 814.80| 7.87500 763.88| 7.50000 727.50
50 mm CONDUIT UNDER ROADWAY | | |
0108 A072.18 75.000 m | 11.20000 840.00| 10.50000 787.50| 10.00000 750.00
75 mm CONDUIT UNDER ROADWAY | | |
0109 A077.12 131.000 m | 1.12000 146.72| 1.05000 137.55| 1.00000 131.00
2/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0110 A077.22 337.000 m | 3.36000 1132.32| 3.15000 1061.55| 3.00000 1011.00
12/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0111 A079.01 827.000 m | 1.01000 835.27| 0.94500 781.52| 0.90000 744.30
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0112 A079.50 260.000 m | 1.01000 262.60| 0.94500 245.70| 0.90000 234.00
GROUNDING CONDUCTOR | | |
0113 A079.55 9.000 m | 2.24000 20.16| 2.10000 18.90| 2.00000 18.00
SERVICE CABLE | | |
0114 A080.22 1437.000 m | 1.62000 2327.94| 1.52300 2188.55| 1.45000 2083.65
STREET LIGHTING CABLE, NO. 6 BARE | | |
0115 A080.24 2874.000 m | 1.79000 5144.46| 1.68000 4828.32| 1.60000 4598.40
STREET LIGHTING CABLE, NO. 6 USE | | |
0116 A110.70 1.000 EACH| 840.00000 840.00| 787.50000 787.50| 750.00000 750.00
LUMINAIRE EXTENSION | | |
0117 A500.00 2.000 EACH| 1120.00000 2240.00| 1050.00000 2100.00| 100.00000 200.00
INSTALL TRAFFIC SIGNAL CONTROLLER TYPE | | |
TC-4 | | |
0118 A500.20 1.000 EACH| 1344.00000 1344.00| 1260.00000 1260.00| 1200.00000 1200.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | |
TC-170 | | |
0119 A502.03 8.000 EACH| 168.00000 1344.00| 157.50000 1260.00| 150.00000 1200.00
INSTALL PEDESTRIAN SIGNAL TYPE PS-2 | | |
0120 A610.00 1.000 EACH| 1344.00000 1344.00| 1260.00000 1260.00| 1200.00000 1200.00
REMOVE TRAFFIC SIGNAL AT JUNCTION OF | | |
N-2/US-385 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -10
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 1 ) 2853 |( 2 ) 3712 |( 3 ) 2126
|SIMON CONTRACTORS AND SUBSI |HEGGEM CONSTRUCTION, INC. |CEMENT PRODUCTS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0121 A610.01 1.000 EACH| 2800.00000 2800.00| 2625.00000 2625.00| 2500.00000 2500.00
REMOVE TRAFFIC SIGNAL AT 3rd STREET & | | |
CODY AVENUE | | |
0122 A639.90 8.000 EACH| 560.00000 4480.00| 525.00000 4200.00| 500.00000 4000.00
REMOVE COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE | | |
0123 A703.60 1.000 EACH| 1232.00000 1232.00| 1155.00000 1155.00| 1100.00000 1100.00
RELOCATE MAST ARM SIGNAL POLE | | |
SECTION TOTALS | $ 201,466.75| $ 188,884.55| $ 181,630.35
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0124 0001.08 22300.000 BDAY| 0.50000 11150.00| 0.50000 11150.00| 0.50000 11150.00
BARRICADE, TYPE II | | |
0125 0001.10 4965.000 BDAY| 2.91000 14448.15| 0.94500 4691.93| 2.10000 10426.50
BARRICADE, TYPE III | | |
0126 0001.75 240.000 EACH| 2.91000 698.40| 2.62500 630.00| 4.50000 1080.00
TEMPORARY SIGN DAY | | |
0127 0001.90 15322.000 EACH| 0.83000 12717.26| 0.57750 8848.46| 0.40000 6128.80
SIGN DAY | | |
0128 0001.98 2822.000 EACH| 0.82000 2314.04| 0.68250 1926.02| 2.10000 5926.20
CONTRACTOR FURNISHED SIGN | | |
0129 0002.30 2550.000 m | 1.12000 2856.00| 1.26000 3213.00| 2.25000 5737.50
PAVEMENT MARKING REMOVAL | | |
0130 0002.44 7400.000 m | 0.56000 4144.00| 0.78750 5827.50| 3.50000 25900.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0131 0002.47 2500.000 m | 1.12000 2800.00| 0.78750 1968.75| 2.00000 5000.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0132 0002.97 308.000 DAY | 17.47000 5380.76| 21.00000 6468.00| 50.00000 15400.00
FLASHING ARROW PANEL | | |
0133 0003.10 40.000 DAY | 215.52000 8620.80| 200.00000 8000.00| 210.00000 8400.00
FLAGGING | | |
0134 0003.75 1.000 EACH| 3784.48000 3784.48| 3547.95000 3547.95| 3379.00000 3379.00
TEMPORARY TRAFFIC SIGNAL | | |
0135 0005.10 244.000 DAY | 54.74000 13356.56| 126.00000 30744.00| 100.00000 24400.00
TRAFFIC CONTROL MANAGEMENT | | |
0136 0010.04 1.000 EACH| 2795.33000 2795.33| 2000.00000 2000.00| 4000.00000 4000.00
FIELD OFFICE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -11
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 1 ) 2853 |( 2 ) 3712 |( 3 ) 2126
|SIMON CONTRACTORS AND SUBSI |HEGGEM CONSTRUCTION, INC. |CEMENT PRODUCTS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0137 0030.00 LUMP| 6000.00000 6000.00| 4000.00000 4000.00| 40000.00000 40000.00
MOBILIZATION | | |
0138 1017.00 2.015 LS | 27268.40000 27268.40| 25000.00000 25000.00| 48000.00000 48000.00
CONSTRUCTION STAKING AND SURVEYING | | |
SECTION TOTALS | $ 118,334.18| $ 118,015.61| $ 214,928.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,957,596.80| $ 1,994,135.42| $ 2,253,618.45
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -12
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 4 ) 2252 |( 5 ) 0083 |( )
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 25000.00000 25000.00| 30000.00000 30000.00|
MOBILIZATION | | |
0002 1009.00 LUMP| 10000.00000 10000.00| 2700.00000 2700.00|
GENERAL CLEARING AND GRUBBING | | |
0003 1011.00 1185.000 kL | 8.00000 9480.00| 3.00000 3555.00|
WATER | | |
0004 1030.00 6770.000 m3 | 9.00000 60930.00| 9.50000 64315.00|
EARTHWORK MEASURED IN EMBANKMENT | | |
0005 1101.00 12056.000 m2 | 4.00000 48224.00| 3.04000 36650.24|
REMOVE PAVEMENT | | |
0006 1101.25 1500.000 m | 8.20000 12300.00| 8.20000 12300.00|
SAWING PAVEMENT | | |
0007 1102.00 5080.500 m2 | 4.00000 20322.00| 3.04000 15444.72|
REMOVE ASPHALT SURFACE | | |
0008 1106.00 2415.000 m2 | 4.00000 9660.00| 3.04000 7341.60|
REMOVE DRIVEWAY | | |
0009 1107.00 74.000 m2 | 4.00000 296.00| 3.04000 224.96|
REMOVE WALK | | |
0010 1109.00 210.000 m | 3.00000 630.00| 1.00000 210.00|
REMOVE CURB | | |
0011 1116.00 14.000 EACH| 16.00000 224.00| 21.40000 299.60|
REMOVE GUARD POST | | |
0012 1120.00 1.000 EACH| 300.00000 300.00| 800.00000 800.00|
REMOVE DISCHARGE STRUCTURE | | |
0013 1122.01 1188.000 m2 | 4.00000 4752.00| 3.04000 3611.52|
REMOVE CONCRETE MEDIAN SURFACING | | |
0014 1123.00 80.000 m2 | 5.30000 424.00| 6.05000 484.00|
REMOVE CONCRETE DITCH LINER | | |
0015 1701.24 19.000 m | 105.00000 1995.00| 55.75000 1059.25|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0016 4310.24 2.000 EACH| 270.00000 540.00| 225.00000 450.00|
600 mm FLARED-END SECTION | | |
0017 7017.00 53.000 m | 22.00000 1166.00| 6.50000 344.50|
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 206,243.00| $ 179,790.39| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -13
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 4 ) 2252 |( 5 ) 0083 |( )
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 0030.30 LUMP| 110000.00000 110000.00| 150000.00000 150000.00|
MOBILIZATION | | |
0019 2001.00 12.000 m3 | 21.00000 252.00| 18.00000 216.00|
GRAVEL SURFACE COURSE | | |
0020 2010.00 100.000 m3 | 45.00000 4500.00| 35.00000 3500.00|
CRUSHED ROCK SURFACE COURSE | | |
0021 2021.05 8.000 EACH| 50.00000 400.00| 265.00000 2120.00|
REMOVE AND RESET MAILBOX | | |
0022 3008.05 626.000 EACH| 4.00000 2504.00| 5.00000 3130.00|
TIE BARS | | |
0023 3013.10 72.000 m | 56.00000 4032.00| 26.60000 1915.20|
CONCRETE CLASS 47B-20 BARRIER CURB | | |
0024 3016.21 1587.000 m2 | 32.00000 50784.00| 29.23000 46388.01|
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0025 3017.40 1398.000 m2 | 33.50000 46833.00| 25.00000 34950.00|
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0026 3020.24 2561.000 m2 | 29.00000 74269.00| 37.60000 96293.60|
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0027 3075.12 1366.000 m2 | 29.00000 39614.00| 40.13000 54817.58|
155 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0028 3075.42 4351.000 m2 | 37.50000 163162.50| 39.30000 170994.30|
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0029 3075.46 16923.000 m2 | 39.50000 668458.50| 43.29000 732596.67|
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0030 3089.25 1231.000 m2 | 44.00000 54164.00| 47.10000 57980.10|
TEMPORARY SURFACING 200 mm | | |
0031 3300.65 12.000 EACH| 90.00000 1080.00| 75.00000 900.00|
CONCRETE PAVEMENT THICKNESS CORE | | |
0032 4015.00 6.000 EACH| 125.00000 750.00| 260.00000 1560.00|
ADJUST MANHOLE TO GRADE | | |
0033 7500.32 12.000 EACH| 225.00000 2700.00| 200.00000 2400.00|
ARROW, PREFORMED PAVEMENT MARKING, TYPE | | |
4 | | |
0034 7502.14 1350.000 m | 8.35000 11272.50| 2.25000 3037.50|
100 mm WHITE PREFORMED PAVEMENT MARKING | | |
TYPE 4, GROOVED | | |
0035 7503.14 1975.000 m | 8.60000 16985.00| 2.25000 4443.75|
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4, GROOVED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -14
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 4 ) 2252 |( 5 ) 0083 |( )
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 7508.03 40.000 m | 13.30000 532.00| 7.00000 280.00|
300 mm WHITE PREFORMED PAVEMENT MARKING | | |
TYPE 3 | | |
0037 7509.14 75.000 m | 27.00000 2025.00| 8.35000 626.25|
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4, GROOVED | | |
0038 7512.03 75.000 m | 27.00000 2025.00| 14.00000 1050.00|
600 mm WHITE PREFORMED PAVEMENT MARKING | | |
TYPE 3 | | |
0039 8029.10 22408.000 m2 | 4.65000 104197.20| 5.35000 119882.80|
AGGREGATE FOUNDATION COURSE-D 100 mm | | |
0040 9111.00 423.000 kL | 7.00000 2961.00| 3.00000 1269.00|
WATER | | |
0041 9170.00 23.250 StaM| 600.00000 13950.00| 180.00000 4185.00|
EARTH SHOULDER CONSTRUCTION | | |
0042 9173.20 25201.000 m2 | 1.00000 25201.00| 1.50000 37801.50|
SUBGRADE PREPARATION | | |
0043 L001.02 0.680 ha | 2000.00000 1360.00| 2000.00000 1360.00|
SEEDING, TYPE B | | |
0044 L010.00 1863.000 m2 | 9.00000 16767.00| 9.00000 16767.00|
SODDING | | |
0045 L032.80 1.800 Mg | 2000.00000 3600.00| 2000.00000 3600.00|
HYDROMULCH | | |
0046 W600.03 20.000 EACH| 125.00000 2500.00| 250.00000 5000.00|
ADJUST VALVE BOX TO GRADE | | |
0047 W600.21 5.000 EACH| 550.00000 2750.00| 1500.00000 7500.00|
ADJUST FIRE HYDRANT TO GRADE | | |
SECTION TOTALS | $ 1,429,628.70| $ 1,566,564.26| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0048 0030.40 LUMP| 30000.00000 30000.00| 3500.00000 3500.00|
MOBILIZATION | | |
0049 1119.00 1.000 EACH| 600.00000 600.00| 500.00000 500.00|
REMOVE INLET | | |
0050 4002.00 3181.000 kg | 3.50000 11133.50| 3.00000 9543.00|
CAST IRON COVER AND FRAME | | |
0051 4004.50 474.000 kg | 3.00000 1422.00| 2.75000 1303.50|
CAST IRON GRATE AND FRAME | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -15
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 4 ) 2252 |( 5 ) 0083 |( )
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 4016.00 1.000 EACH| 2600.00000 2600.00| 2300.00000 2300.00|
MANHOLE AT STA. 649+76.86 RT. | | |
0053 4016.01 1.000 EACH| 2400.00000 2400.00| 2100.00000 2100.00|
MANHOLE AT STA. 650+48.84 RT. | | |
0054 4016.02 1.000 EACH| 2400.00000 2400.00| 2100.00000 2100.00|
MANHOLE AT STA. 651+14.48 RT. | | |
0055 4016.03 1.000 EACH| 2700.00000 2700.00| 2300.00000 2300.00|
MANHOLE AT STA. 651+92.73 RT. | | |
0056 4016.04 1.000 EACH| 2700.00000 2700.00| 2300.00000 2300.00|
MANHOLE AT STA. 652+11.68 RT. | | |
0057 4016.05 1.000 EACH| 2800.00000 2800.00| 2400.00000 2400.00|
MANHOLE AT STA. 652+95.84 RT. | | |
0058 4016.06 1.000 EACH| 4700.00000 4700.00| 4000.00000 4000.00|
MANHOLE AT STA. 653+50.13 RT. | | |
0059 4016.07 1.000 EACH| 2700.00000 2700.00| 2400.00000 2400.00|
MANHOLE AT STA. 654+09.13 RT. | | |
0060 4016.08 1.000 EACH| 2600.00000 2600.00| 2300.00000 2300.00|
MANHOLE AT STA. 654+61.10 RT. | | |
0061 4016.09 1.000 EACH| 2600.00000 2600.00| 2300.00000 2300.00|
MANHOLE AT STA. 655+11.57 RT. | | |
0062 4016.10 1.000 EACH| 2400.00000 2400.00| 2100.00000 2100.00|
MANHOLE AT STA. 656+21.53 RT. | | |
0063 4035.00 4.000 EACH| 200.00000 800.00| 200.00000 800.00|
REMOVE FLARED-END SECTION | | |
0064 4044.00 1.000 EACH| 4000.00000 4000.00| 3500.00000 3500.00|
PREPARATION OF STRUCTURE AT STA. 652+02 | | |
21 | | |
0065 4050.01 313.000 m3 | 28.00000 8764.00| 25.00000 7825.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0066 4051.01 6.000 m3 | 115.00000 690.00| 100.00000 600.00|
EXCAVATION FOR BOX CULVERTS | | |
0067 4101.06 64.280 m3 | 500.00000 32140.00| 425.00000 27319.00|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0068 4105.59 60.240 m3 | 825.00000 49698.00| 755.00000 45481.20|
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0069 4151.00 4033.000 kg | 2.00000 8066.00| 1.65000 6654.45|
REINFORCING STEEL FOR BOX CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -16
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 4 ) 2252 |( 5 ) 0083 |( )
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0070 4155.50 1878.000 kg | 2.80000 5258.40| 2.75000 5164.50|
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0071 4310.24 4.000 EACH| 500.00000 2000.00| 475.00000 1900.00|
600 mm FLARED-END SECTION | | |
0072 P500.24 104.000 m | 110.00000 11440.00| 95.00000 9880.00|
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0073 P700.12 4.000 m | 80.00000 320.00| 70.00000 280.00|
300 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0074 P700.18 181.000 m | 90.00000 16290.00| 77.00000 13937.00|
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0075 P700.24 284.000 m | 105.00000 29820.00| 95.00000 26980.00|
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0076 P700.30 250.000 m | 140.00000 35000.00| 125.00000 31250.00|
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0077 P700.36 7.000 m | 200.00000 1400.00| 180.00000 1260.00|
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0078 P775.30 18.000 m | 200.00000 3600.00| 170.00000 3060.00|
750 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0079 P775.36 8.000 m | 300.00000 2400.00| 250.00000 2000.00|
900 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0080 P775.48 86.000 m | 450.00000 38700.00| 360.00000 30960.00|
1200 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
SECTION TOTALS | $ 324,141.90| $ 260,297.65| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 8B ELECTRICAL
| | |
0081 0003.76 1.000 EACH| 5000.00000 5000.00| 4500.00000 4500.00|
TEMPORARY TRAFFIC SIGNAL AT 3rd STREET | | |
& CODY AVENUE | | |
0082 0030.81 LUMP| 15000.00000 15000.00| 2834.00000 2834.00|
MOBILIZATION | | |
0083 A001.01 12.000 EACH| 550.00000 6600.00| 450.00000 5400.00|
PULL BOX, TYPE PB-1 | | |
0084 A001.02 5.000 EACH| 500.00000 2500.00| 400.00000 2000.00|
PULL BOX, TYPE PB-1A | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -17
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 4 ) 2252 |( 5 ) 0083 |( )
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0085 A001.05 1.000 EACH| 650.00000 650.00| 600.00000 600.00|
PULL BOX, TYPE PB-2 | | |
0086 A001.06 6.000 EACH| 650.00000 3900.00| 550.00000 3300.00|
PULL BOX, TYPE PB-2A | | |
0087 A001.12 11.000 EACH| 400.00000 4400.00| 350.00000 3850.00|
PULL BOX, TYPE PB-5 | | |
0088 A001.16 2.000 EACH| 500.00000 1000.00| 400.00000 800.00|
PULL BOX, TYPE PB-6 | | |
0089 A004.00 24.000 EACH| 700.00000 16800.00| 600.00000 14400.00|
TRAFFIC SIGNAL, TYPE TS-1 | | |
0090 A004.04 1.000 EACH| 1100.00000 1100.00| 1000.00000 1000.00|
TRAFFIC SIGNAL, TYPE TS-1LL | | |
0091 A006.15 8.000 EACH| 600.00000 4800.00| 500.00000 4000.00|
PEDESTRIAN SIGNAL, TYPE PS-1 | | |
0092 A006.70 4.000 EACH| 170.00000 680.00| 150.00000 600.00|
PEDESTRIAN PUSHBUTTON, TYPE PPB | | |
0093 A006.98 30.000 EACH| 320.00000 9600.00| 275.00000 8250.00|
VEHICLE DETECTOR, TYPE A PREFORMED | | |
0094 A007.00 24.000 EACH| 350.00000 8400.00| 300.00000 7200.00|
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0095 A007.08 5.000 EACH| 450.00000 2250.00| 400.00000 2000.00|
VEHICLE DETECTOR, TYPE TD-3 | | |
0096 A009.09 18.000 EACH| 1400.00000 25200.00| 1300.00000 23400.00|
STREET LIGHTING UNIT TYPE SL-A-12.2-2. | | |
4-0.25 | | |
0097 A009.14 12.000 EACH| 1800.00000 21600.00| 1600.00000 19200.00|
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | |
7-0.25 | | |
0098 A010.70 1.000 EACH| 300.00000 300.00| 250.00000 250.00|
LUMINAIRE | | |
0099 A010.76 1.000 EACH| 400.00000 400.00| 350.00000 350.00|
LUMINAIRE ARM | | |
0100 A011.15 8.000 EACH| 4500.00000 36000.00| 4000.00000 32000.00|
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-9.5-0.0 | | |
0101 A012.05 1.000 EACH| 6000.00000 6000.00| 5500.00000 5500.00|
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-14-3.7 | | |
0102 A016.60 1.000 EACH| 3500.00000 3500.00| 3000.00000 3000.00|
MAST ARM SIGNAL POLE, TYPE MP-12.5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -18
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 4 ) 2252 |( 5 ) 0083 |( )
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0103 A020.30 2.000 EACH| 1100.00000 2200.00| 1000.00000 2000.00|
LIGHTING CONTROL CENTER, TYPE R | | |
0104 A070.10 983.000 m | 7.00000 6881.00| 6.50000 6389.50|
38 mm CONDUIT IN TRENCH | | |
0105 A070.14 145.000 m | 8.00000 1160.00| 7.00000 1015.00|
50 mm CONDUIT IN TRENCH | | |
0106 A072.10 454.000 m | 8.00000 3632.00| 7.00000 3178.00|
38 mm CONDUIT UNDER ROADWAY | | |
0107 A072.14 97.000 m | 8.00000 776.00| 7.50000 727.50|
50 mm CONDUIT UNDER ROADWAY | | |
0108 A072.18 75.000 m | 11.00000 825.00| 10.00000 750.00|
75 mm CONDUIT UNDER ROADWAY | | |
0109 A077.12 131.000 m | 1.10000 144.10| 1.00000 131.00|
2/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0110 A077.22 337.000 m | 3.00000 1011.00| 3.00000 1011.00|
12/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0111 A079.01 827.000 m | 1.00000 827.00| 0.90000 744.30|
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0112 A079.50 260.000 m | 1.00000 260.00| 0.90000 234.00|
GROUNDING CONDUCTOR | | |
0113 A079.55 9.000 m | 2.00000 18.00| 2.00000 18.00|
SERVICE CABLE | | |
0114 A080.22 1437.000 m | 2.00000 2874.00| 1.45000 2083.65|
STREET LIGHTING CABLE, NO. 6 BARE | | |
0115 A080.24 2874.000 m | 2.00000 5748.00| 1.60000 4598.40|
STREET LIGHTING CABLE, NO. 6 USE | | |
0116 A110.70 1.000 EACH| 800.00000 800.00| 750.00000 750.00|
LUMINAIRE EXTENSION | | |
0117 A500.00 2.000 EACH| 1100.00000 2200.00| 1000.00000 2000.00|
INSTALL TRAFFIC SIGNAL CONTROLLER TYPE | | |
TC-4 | | |
0118 A500.20 1.000 EACH| 1300.00000 1300.00| 1200.00000 1200.00|
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | |
TC-170 | | |
0119 A502.03 8.000 EACH| 175.00000 1400.00| 150.00000 1200.00|
INSTALL PEDESTRIAN SIGNAL TYPE PS-2 | | |
0120 A610.00 1.000 EACH| 1300.00000 1300.00| 1200.00000 1200.00|
REMOVE TRAFFIC SIGNAL AT JUNCTION OF | | |
N-2/US-385 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -19
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 4 ) 2252 |( 5 ) 0083 |( )
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0121 A610.01 1.000 EACH| 2700.00000 2700.00| 2500.00000 2500.00|
REMOVE TRAFFIC SIGNAL AT 3rd STREET & | | |
CODY AVENUE | | |
0122 A639.90 8.000 EACH| 600.00000 4800.00| 500.00000 4000.00|
REMOVE COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE | | |
0123 A703.60 1.000 EACH| 1200.00000 1200.00| 1100.00000 1100.00|
RELOCATE MAST ARM SIGNAL POLE | | |
SECTION TOTALS | $ 217,736.10| $ 181,264.35| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0124 0001.08 22300.000 BDAY| 0.50000 11150.00| 0.50000 11150.00|
BARRICADE, TYPE II | | |
0125 0001.10 4965.000 BDAY| 1.75000 8688.75| 2.00000 9930.00|
BARRICADE, TYPE III | | |
0126 0001.75 240.000 EACH| 3.50000 840.00| 1.00000 240.00|
TEMPORARY SIGN DAY | | |
0127 0001.90 15322.000 EACH| 1.00000 15322.00| 0.25000 3830.50|
SIGN DAY | | |
0128 0001.98 2822.000 EACH| 1.00000 2822.00| 1.00000 2822.00|
CONTRACTOR FURNISHED SIGN | | |
0129 0002.30 2550.000 m | 2.50000 6375.00| 1.00000 2550.00|
PAVEMENT MARKING REMOVAL | | |
0130 0002.44 7400.000 m | 0.75000 5550.00| 0.50000 3700.00|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0131 0002.47 2500.000 m | 3.00000 7500.00| 1.00000 2500.00|
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0132 0002.97 308.000 DAY | 20.00000 6160.00| 50.00000 15400.00|
FLASHING ARROW PANEL | | |
0133 0003.10 40.000 DAY | 145.00000 5800.00| 225.00000 9000.00|
FLAGGING | | |
0134 0003.75 1.000 EACH| 4200.00000 4200.00| 3379.00000 3379.00|
TEMPORARY TRAFFIC SIGNAL | | |
0135 0005.10 244.000 DAY | 130.00000 31720.00| 100.00000 24400.00|
TRAFFIC CONTROL MANAGEMENT | | |
0136 0010.04 1.000 EACH| 3000.00000 3000.00| 1500.00000 1500.00|
FIELD OFFICE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F21 -20
TABULATION OF BIDSCALL ORDER : F21 CONTRACT ID : 5740 COUNTIES : BOX BUTTE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 5====================================================================================================================================
|( 4 ) 2252 |( 5 ) 0083 |( )
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0137 0030.00 LUMP| 2000.00000 2000.00| 15000.00000 15000.00|
MOBILIZATION | | |
0138 1017.00 2.015 LS | 26000.00000 26000.00| 25000.00000 25000.00|
CONSTRUCTION STAKING AND SURVEYING | | |
SECTION TOTALS | $ 137,127.75| $ 130,401.50| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,314,877.45| $ 2,318,318.15| $
====================================================================================================================================
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