|
Contract Letting February 22, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
CONTRACT DESCRIPTION :
ON US-275 IN NELIGH.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0083 THE NUMBER OF GROUP 3 CONTRACTS WHICH WILL BE ACCEPTED
0083 IN THIS LETTING IS LIMITED TO 1.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2252 PAULSEN, INC. $ 3,189,998.76 100.0000%
2 0083 WERNER CONSTRUCTION, INC. $ 3,354,387.80 105.1532%
3 0751 IRVING F. JENSEN CO., INC. $ 3,512,775.46 110.1183%
4 1227 GILBERT CENTRAL CORP. $ 3,587,039.85 112.4464%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(1) 2252 |(2) 0083 |(3) 0751
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L020.00 1820.000 m2 | 2.20000 4004.00| 1.50000 2730.00| 1.28000 2329.60
EROSION CONTROL | | |
0002 L020.01 207.000 m2 | 9.50000 1966.50| 5.80000 1200.60| 5.35000 1107.45
EROSION CONTROL, TYPE A | | |
0003 L021.00 15.000 BALE| 20.10000 301.50| 20.00000 300.00| 15.10000 226.50
EROSION CHECKS | | |
0004 L022.14 485.000 m | 13.50000 6547.50| 9.00000 4365.00| 9.90000 4801.50
FABRIC SILT FENCE-LOW PROFILE LOW | | |
POROSITY | | |
0005 0030.10 LUMP| 15000.00000 15000.00| 11000.00000 11000.00| 9600.00000 9600.00
MOBILIZATION | | |
0006 1009.00 LUMP| 18000.00000 18000.00| 9600.00000 9600.00| 9600.00000 9600.00
GENERAL CLEARING AND GRUBBING | | |
0007 1010.01 5054.000 m3 | 3.00000 15162.00| 3.80000 19205.20| 3.80000 19205.20
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1011.00 781.000 kL | 2.00000 1562.00| 1.60000 1249.60| 1.60000 1249.60
WATER | | |
0009 1030.00 10415.000 m3 | 5.50000 57282.50| 6.25000 65093.75| 6.25000 65093.75
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1101.00 2484.000 m2 | 5.90000 14655.60| 3.50000 8694.00| 3.50000 8694.00
REMOVE PAVEMENT | | |
0011 1106.00 1676.000 m2 | 4.00000 6704.00| 3.50000 5866.00| 3.50000 5866.00
REMOVE DRIVEWAY | | |
0012 1107.00 250.000 m2 | 7.00000 1750.00| 3.50000 875.00| 3.50000 875.00
REMOVE WALK | | |
0013 1108.00 595.000 m | 7.00000 4165.00| 6.50000 3867.50| 6.50000 3867.50
REMOVE COMBINATION CURB AND GUTTER | | |
0014 1114.10 27.300 m | 10.00000 273.00| 60.00000 1638.00| 60.00000 1638.00
REMOVE RETAINING WALL | | |
0015 1122.01 681.000 m2 | 5.50000 3745.50| 3.00000 2043.00| 3.00000 2043.00
REMOVE CONCRETE MEDIAN SURFACING | | |
0016 1124.00 1.000 EACH| 6000.00000 6000.00| 1500.00000 1500.00| 1500.00000 1500.00
REMOVE BUILDING AT STA. 15+90 RT. | | |
0017 1124.01 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 500.00000 500.00
REMOVE BUILDING AT STA. 17+03 RT. | | |
0018 1124.02 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 500.00000 500.00
REMOVE BUILDING AT STA. 23+63 RT. | | |
0019 1124.03 1.000 EACH| 20000.00000 20000.00| 2500.00000 2500.00| 2500.00000 2500.00
REMOVE BUILDING AT STA. 24+30 RT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(1) 2252 |(2) 0083 |(3) 0751
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1125.00 1.000 EACH| 4000.00000 4000.00| 500.00000 500.00| 500.00000 500.00
CLEAR TRACT AT STA. 15+79.6 TO 16+64.2 | | |
RT. | | |
0021 1125.01 1.000 EACH| 700.00000 700.00| 500.00000 500.00| 500.00000 500.00
CLEAR TRACT AT STA. 16+87.1 TO 17+26.4 | | |
RT. | | |
0022 1125.02 1.000 EACH| 1200.00000 1200.00| 500.00000 500.00| 500.00000 500.00
CLEAR TRACT AT STA. 23+51.9 TO 23+91.8 | | |
RT. | | |
0023 1125.03 1.000 EACH| 2200.00000 2200.00| 500.00000 500.00| 500.00000 500.00
CLEAR TRACT AT STA. 23+97.9 TO 24+37.6 | | |
RT. | | |
0024 1701.24 23.400 m | 40.00000 936.00| 44.40000 1038.96| 44.40000 1038.96
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0025 1706.72 11.000 m | 458.00000 5038.00| 520.00000 5720.00| 520.00000 5720.00
1800 mm ROUND EQUIVALENT DRIVEWAY PIPE, | | |
TYPE 2 | | |
0026 4035.00 4.000 EACH| 120.00000 480.00| 100.00000 400.00| 100.00000 400.00
REMOVE FLARED-END SECTION | | |
0027 4320.72 2.000 EACH| 1500.00000 3000.00| 1400.00000 2800.00| 1400.00000 2800.00
1800 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0028 6105.02 450.000 Mg | 32.00000 14400.00| 30.00000 13500.00| 30.00000 13500.00
ROCK RIPRAP, TYPE B | | |
0029 7017.00 35.000 m | 9.00000 315.00| 9.00000 315.00| 9.00000 315.00
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 209,390.10| $ 168,501.61| $ 166,971.06
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0030 L001.02 2.100 ha | 3160.00000 6636.00| 1120.00000 2352.00| 1031.00000 2165.10
SEEDING, TYPE B | | |
0031 L010.00 2062.000 m2 | 6.00000 12372.00| 6.50000 13403.00| 4.59000 9464.58
SODDING | | |
0032 L032.80 5.670 Mg | 520.00000 2948.40| 400.00000 2268.00| 426.35000 2417.40
HYDROMULCH | | |
0033 0030.30 LUMP| 79000.00000 79000.00| 160000.00000 160000.00| 326500.00000 326500.00
MOBILIZATION | | |
0034 2001.00 174.000 m3 | 25.00000 4350.00| 16.00000 2784.00| 16.00000 2784.00
GRAVEL SURFACE COURSE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(1) 2252 |(2) 0083 |(3) 0751
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 2009.10 2.839 StaM| 1600.00000 4542.40| 500.00000 1419.50| 500.00000 1419.50
GRAVEL EMBEDMENT | | |
0036 3011.23 90.400 m | 65.00000 5876.00| 65.20000 5894.08| 65.20000 5894.08
CONCRETE CLASS 47B-25 CURB, TYPE 1 | | |
0037 3013.10 26.400 m | 70.00000 1848.00| 72.10000 1903.44| 72.10000 1903.44
CONCRETE CLASS 47B-20 BARRIER CURB | | |
0038 3014.12 184.700 m | 72.00000 13298.40| 59.10000 10915.77| 59.10000 10915.77
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
0039 3016.21 1507.000 m2 | 34.00000 51238.00| 28.75000 43326.25| 28.75000 43326.25
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0040 3020.26 1978.000 m2 | 35.00000 69230.00| 29.50000 58351.00| 29.50000 58351.00
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0041 3040.12 26.300 m2 | 150.00000 3945.00| 114.00000 2998.20| 114.00000 2998.20
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0042 3040.13 61.400 m2 | 150.00000 9210.00| 110.00000 6754.00| 110.00000 6754.00
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0043 3075.41 25735.000 m2 | 28.75000 739881.25| 35.58000 915651.30| 43.00000 1106605.00
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0044 3089.25 7763.000 m2 | 29.00000 225127.00| 29.98000 232734.74| 25.25000 196015.75
TEMPORARY SURFACING | | |
0045 3221.05 40.200 m2 | 180.00000 7236.00| 114.00000 4582.80| 114.00000 4582.80
CONCRETE PAVEMENT, CLASS PR-25 JOINT | | |
REPAIR | | |
0046 7503.14 3400.000 m | 7.00000 23800.00| 8.75000 29750.00| 6.25000 21250.00
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4, GROOVED | | |
0047 8029.84 25536.000 m2 | 1.50000 38304.00| 3.48000 88865.28| 3.40000 86822.40
BITUMINOUS FOUNDATION COURSE 100 mm | | |
0048 9000.75 500.000 Mg | 25.00000 12500.00| 23.85000 11925.00| 23.85000 11925.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2(12.5) | | |
0049 9005.00 100.000 Mg | 34.00000 3400.00| 32.42000 3242.00| 32.45000 3245.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0050 9005.45 2420.000 Mg | 35.00000 84700.00| 29.60000 71632.00| 29.60000 71632.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0051 9020.92 27.000 Mg | 210.00000 5670.00| 202.00000 5454.00| 202.00000 5454.00
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(1) 2252 |(2) 0083 |(3) 0751
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 9021.04 130.680 Mg | 220.00000 28749.60| 215.00000 28096.20| 215.00000 28096.20
PERFORMANCE GRADED BINDER (70-28) | | |
0053 9034.00 1978.000 m2 | 2.75000 5439.50| 2.75000 5439.50| 1.50000 2967.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0054 9053.00 6730.000 L | 0.40000 2692.00| 0.35000 2355.50| 0.35000 2355.50
TACK COAT | | |
0055 9111.00 440.000 kL | 2.00000 880.00| 3.00000 1320.00| 10.00000 4400.00
WATER | | |
0056 9170.00 30.042 StaM| 350.00000 10514.70| 180.00000 5407.56| 180.00000 5407.56
EARTH SHOULDER CONSTRUCTION | | |
0057 9173.20 26712.000 m2 | 1.15000 30718.80| 2.50000 66780.00| 1.10000 29383.20
SUBGRADE PREPARATION | | |
0058 9179.34 22760.000 m2 | 3.12000 71011.20| 3.00000 68280.00| 2.50000 56900.00
COLD MILLING, CLASS 4 | | |
0059 9179.54 9624.000 m2 | 1.80000 17323.20| 2.00000 19248.00| 1.35000 12992.40
COLD MILLING, CLASS 4 TYPE A | | |
SECTION TOTALS | $ 1,572,441.45| $ 1,873,133.12| $ 2,124,927.13
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0060 P700.15 232.100 m | 81.00000 18800.10| 65.00000 15086.50| 80.26000 18628.35
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0061 P700.18 179.200 m | 90.00000 16128.00| 77.00000 13798.40| 89.68000 16070.66
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0062 P700.24 284.600 m | 115.00000 32729.00| 104.00000 29598.40| 113.86000 32404.56
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0063 P700.30 125.400 m | 155.00000 19437.00| 145.50000 18245.70| 152.91000 19174.91
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0064 P700.36 110.700 m | 200.00000 22140.00| 184.50000 20424.15| 199.60000 22095.72
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0065 P702.15 17.400 m | 81.00000 1409.40| 65.00000 1131.00| 80.26000 1396.52
375 mm STORM SEWER PIPE, TYPE 1 | | |
0066 P702.18 113.500 m | 90.00000 10215.00| 77.00000 8739.50| 89.68000 10178.68
450 mm STORM SEWER PIPE, TYPE 1 | | |
0067 P702.24 44.300 m | 115.00000 5094.50| 104.00000 4607.20| 113.86000 5044.00
600 mm STORM SEWER PIPE, TYPE 1 | | |
0068 P702.36 15.600 m | 200.00000 3120.00| 184.50000 2878.20| 199.60000 3113.76
900 mm STORM SEWER PIPE, TYPE 1 | | |
0069 P702.42 70.200 m | 250.00000 17550.00| 239.50000 16812.90| 239.11000 16785.52
1050 mm STORM SEWER PIPE, TYPE 1 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(1) 2252 |(2) 0083 |(3) 0751
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0070 P702.48 235.800 m | 300.00000 70740.00| 317.50000 74866.50| 290.36000 68466.89
1200 mm STORM SEWER PIPE, TYPE 1 | | |
0071 P702.54 111.000 m | 375.00000 41625.00| 385.50000 42790.50| 371.47000 41233.17
1350 mm STORM SEWER PIPE, TYPE 1 | | |
0072 P702.60 55.200 m | 470.00000 25944.00| 454.00000 25060.80| 466.00000 25723.20
1500 mm STORM SEWER PIPE, TYPE 1 | | |
0073 P702.72 97.900 m | 685.00000 67061.50| 647.50000 63390.25| 665.00000 65103.50
1800 mm STORM SEWER PIPE, TYPE 1 | | |
0074 P705.72 16.100 m | 575.00000 9257.50| 554.00000 8919.40| 562.00000 9048.20
1800 mm STORM SEWER PIPE, TYPE 1 CLASS | | |
IV | | |
0075 P775.48 30.400 m | 450.00000 13680.00| 403.00000 12251.20| 400.31000 12169.42
1200 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0076 0030.40 LUMP| 50000.00000 50000.00| 7000.00000 7000.00| 19500.00000 19500.00
MOBILIZATION | | |
0077 1119.00 24.000 EACH| 335.00000 8040.00| 149.00000 3576.00| 325.00000 7800.00
REMOVE INLET | | |
0078 1119.50 2.000 EACH| 395.00000 790.00| 149.00000 298.00| 385.00000 770.00
REMOVE JUNCTION BOX | | |
0079 4002.00 3249.000 kg | 3.00000 9747.00| 2.90000 9422.10| 2.75000 8934.75
CAST IRON COVER AND FRAME | | |
0080 4004.50 925.000 kg | 3.00000 2775.00| 3.90000 3607.50| 2.75000 2543.75
CAST IRON GRATE AND FRAME | | |
0081 4018.00 1.000 EACH| 450.00000 450.00| 300.00000 300.00| 425.00000 425.00
TAPPING EXISTING STRUCTURE | | |
0082 4035.00 8.000 EACH| 100.00000 800.00| 80.00000 640.00| 90.00000 720.00
REMOVE FLARED-END SECTION | | |
0083 4040.00 7.000 EACH| 120.00000 840.00| 80.00000 560.00| 119.00000 833.00
REMOVE HEADWALLS FROM CULVERTS | | |
0084 4043.50 385.200 m | 32.00000 12326.40| 20.00000 7704.00| 29.70000 11440.44
REMOVE SEWER PIPE | | |
0085 4045.00 1.000 EACH| 700.00000 700.00| 1190.00000 1190.00| 2600.00000 2600.00
REMOVE STRUCTURE AT STA. 19+03.1, 16.0 | | |
m RT. | | |
0086 4045.01 1.000 EACH| 1400.00000 1400.00| 1190.00000 1190.00| 2600.00000 2600.00
REMOVE STRUCTURE AT STA. 21+09.5 | | |
0087 4050.01 1003.000 m3 | 10.00000 10030.00| 4.40000 4413.20| 9.58000 9608.74
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(1) 2252 |(2) 0083 |(3) 0751
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0088 4102.11 51.100 m3 | 550.00000 28105.00| 444.00000 22688.40| 481.00000 24579.10
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
RETAINING WALL | | |
0089 4105.59 175.050 m3 | 800.00000 140040.00| 523.00000 91551.15| 466.00000 81573.30
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0090 4107.07 16.060 m3 | 750.00000 12045.00| 543.00000 8720.58| 695.00000 11161.70
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0091 4130.06 1.200 m3 | 750.00000 900.00| 543.00000 651.60| 695.00000 834.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | |
CULVERT PLUG | | |
0092 4152.00 2785.700 kg | 1.20000 3342.84| 1.60000 4457.12| 1.50000 4178.55
REINFORCING STEEL FOR RETAINING WALL | | |
0093 4155.50 7533.000 kg | 1.40000 10546.20| 1.60000 12052.80| 1.43000 10772.19
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0094 4157.00 638.560 kg | 1.40000 893.98| 1.60000 1021.70| 1.25000 798.20
REINFORCING STEEL FOR COLLARS | | |
0095 4310.15 2.000 EACH| 300.00000 600.00| 291.00000 582.00| 258.00000 516.00
375 mm FLARED-END SECTION | | |
0096 4310.18 6.000 EACH| 300.00000 1800.00| 329.00000 1974.00| 286.00000 1716.00
450 mm FLARED-END SECTION | | |
0097 4310.24 4.000 EACH| 360.00000 1440.00| 376.00000 1504.00| 345.00000 1380.00
600 mm FLARED-END SECTION | | |
0098 4310.36 1.000 EACH| 575.00000 575.00| 686.00000 686.00| 555.00000 555.00
900 mm FLARED-END SECTION | | |
0099 4310.72 1.000 EACH| 1500.00000 1500.00| 1639.00000 1639.00| 1397.00000 1397.00
1800 mm FLARED-END SECTION | | |
0100 4320.48 1.000 EACH| 1000.00000 1000.00| 958.00000 958.00| 951.00000 951.00
1200 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0101 4852.72 16.100 m | 1650.00000 26565.00| 1447.00000 23296.70| 1421.00000 22878.10
JACKING 1800 mm STORM SEWER PIPE, TYPE | | |
1 CLASS IV | | |
SECTION TOTALS | $ 702,182.42| $ 570,284.45| $ 597,702.88
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4A WATER MAIN & SANITARY SEWER CONSTRUCTION
| | |
0102 W100.00 27.000 EACH| 200.00000 5400.00| 147.00000 3969.00| 185.65000 5012.55
CURB STOP AND BOX 25 mm | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(1) 2252 |(2) 0083 |(3) 0751
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0103 W175.01 27.000 EACH| 160.00000 4320.00| 198.00000 5346.00| 152.68000 4122.36
25 mm CORPORATION STOP | | |
0104 W176.26 399.000 m | 36.00000 14364.00| 40.50000 16159.50| 35.48000 14156.52
25 mm WATER SERVICE | | |
0105 W176.71 27.000 EACH| 55.00000 1485.00| 164.00000 4428.00| 55.00000 1485.00
WATER SERVICE CONNECTION 25 mm | | |
0106 W205.04 15.820 m | 38.00000 601.16| 42.50000 672.35| 36.52000 577.75
100 mm WATER MAIN PIPE | | |
0107 W205.06 12.780 m | 40.00000 511.20| 47.10000 601.94| 39.76000 508.13
150 mm WATER MAIN PIPE | | |
0108 W205.08 1232.690 m | 50.00000 61634.50| 54.20000 66811.80| 44.58000 54953.32
200 mm WATER MAIN PIPE | | |
0109 W205.12 117.230 m | 65.00000 7619.95| 74.00000 8675.02| 61.53000 7213.16
300 mm WATER MAIN PIPE | | |
0110 W220.06 6.000 EACH| 400.00000 2400.00| 440.00000 2640.00| 385.00000 2310.00
150 mm GATE VALVE, M.J. | | |
0111 W220.08 21.000 EACH| 540.00000 11340.00| 666.00000 13986.00| 510.00000 10710.00
200 mm GATE VALVE, M.J. | | |
0112 W220.12 3.000 EACH| 905.00000 2715.00| 1260.00000 3780.00| 903.00000 2709.00
300 mm GATE VALVE, M.J. | | |
0113 W221.06 6.000 EACH| 130.00000 780.00| 147.00000 882.00| 130.00000 780.00
150 mm WATER VALVE BOX | | |
0114 W221.08 21.000 EACH| 130.00000 2730.00| 159.00000 3339.00| 130.00000 2730.00
200 mm WATER VALVE BOX | | |
0115 W221.12 3.000 EACH| 130.00000 390.00| 159.00000 477.00| 130.00000 390.00
300 mm WATER VALVE BOX | | |
0116 W222.06 6.000 EACH| 1600.00000 9600.00| 2590.00000 15540.00| 1450.00000 8700.00
150 mm FIRE HYDRANT | | |
0117 W355.04 6.000 EACH| 260.00000 1560.00| 149.00000 894.00| 258.00000 1548.00
100 mm SLEEVE | | |
0118 W355.08 2.000 EACH| 300.00000 600.00| 219.00000 438.00| 296.00000 592.00
200 mm SLEEVE | | |
0119 W355.12 1.000 EACH| 350.00000 350.00| 332.00000 332.00| 328.00000 328.00
300 mm SLEEVE | | |
0120 W356.05 6.000 EACH| 200.00000 1200.00| 105.00000 630.00| 185.00000 1110.00
100 mm X 100 mm TEE | | |
0121 W356.14 6.000 EACH| 210.00000 1260.00| 196.00000 1176.00| 208.00000 1248.00
200 mm X 150 mm TEE | | |
0122 W356.16 9.000 EACH| 225.00000 2025.00| 215.00000 1935.00| 225.00000 2025.00
200 mm X 200 mm TEE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(1) 2252 |(2) 0083 |(3) 0751
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0123 W356.19 1.000 EACH| 300.00000 300.00| 306.00000 306.00| 297.00000 297.00
300 mm X 150 mm TEE | | |
0124 W356.20 2.000 EACH| 400.00000 800.00| 408.00000 816.00| 386.00000 772.00
300 mm X 300 mm TEE | | |
0125 W356.50 2.000 EACH| 400.00000 800.00| 303.00000 606.00| 386.00000 772.00
CROSS 200 mm | | |
0126 W357.14 12.000 EACH| 140.00000 1680.00| 63.00000 756.00| 136.00000 1632.00
100 mm - 45 DEGREE BEND | | |
0127 W357.40 14.000 EACH| 170.00000 2380.00| 134.00000 1876.00| 169.00000 2366.00
200 mm - 45 DEGREE BEND | | |
0128 W357.41 5.000 EACH| 190.00000 950.00| 156.00000 780.00| 178.00000 890.00
200 mm - 90 DEGREE BEND | | |
0129 W357.42 1.000 EACH| 275.00000 275.00| 301.00000 301.00| 267.00000 267.00
300 mm - 90 DEGREE BEND | | |
0130 W357.51 2.000 EACH| 260.00000 520.00| 234.00000 468.00| 254.00000 508.00
300 mm - 11 1/4 DEGREE BEND | | |
0131 W358.19 6.000 EACH| 95.00000 570.00| 103.00000 618.00| 91.00000 546.00
200 mm X 100 mm REDUCER | | |
0132 W358.23 1.000 EACH| 120.00000 120.00| 178.00000 178.00| 111.00000 111.00
300 mm X 200 mm REDUCER | | |
0133 W722.51 1255.910 m | 5.00000 6279.55| 4.50000 5651.60| 4.18000 5249.70
ABANDON WATER MAIN | | |
0134 W800.24 4.000 EACH| 140.00000 560.00| 100.00000 400.00| 135.00000 540.00
REMOVE VALVE - WATER | | |
0135 W800.33 7.000 EACH| 175.00000 1225.00| 150.00000 1050.00| 167.00000 1169.00
REMOVE HYDRANT FIRE | | |
0136 W800.40 1.000 EACH| 50.00000 50.00| 50.00000 50.00| 45.00000 45.00
REMOVE BEND 150 mm - 45 DEGREE | | |
0137 W800.93 196.000 m | 35.00000 6860.00| 30.00000 5880.00| 28.12000 5511.52
BORING 25 mm WATER SERVICE | | |
0138 0030.40 LUMP| 20000.00000 20000.00| 3300.00000 3300.00| 4500.00000 4500.00
MOBILIZATION | | |
0139 1090.03 4.600 m | 7.00000 32.20| 20.00000 92.00| 6.57000 30.22
ABANDON SEWER PIPE | | |
0140 1117.00 5.000 EACH| 350.00000 1750.00| 500.00000 2500.00| 330.00000 1650.00
REMOVE MANHOLE | | |
0141 4016.00 1.000 EACH| 2600.00000 2600.00| 1770.00000 1770.00| 2415.00000 2415.00
MANHOLE AT STA. 15+71.90, 11 m LT. | | |
0142 4016.01 1.000 EACH| 3000.00000 3000.00| 2586.00000 2586.00| 2875.00000 2875.00
MANHOLE AT STA. 16+31.00, 10.6 m LT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(1) 2252 |(2) 0083 |(3) 0751
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0143 4016.02 1.000 EACH| 3200.00000 3200.00| 2900.00000 2900.00| 2965.00000 2965.00
MANHOLE AT STA. 16+71.00, 11.24 m LT. | | |
0144 4016.03 1.000 EACH| 3200.00000 3200.00| 4000.00000 4000.00| 2965.00000 2965.00
MANHOLE AT STA. 17+84.33, 11.68 m LT. | | |
0145 4016.04 1.000 EACH| 2800.00000 2800.00| 3408.00000 3408.00| 2675.00000 2675.00
MANHOLE AT STA. 21+17.66, 11.36 m LT. | | |
0146 4016.05 1.000 EACH| 2800.00000 2800.00| 2887.00000 2887.00| 2650.00000 2650.00
MANHOLE AT STA. 22+28.63, 14.16 m LT. | | |
0147 4042.55 2.000 EACH| 350.00000 700.00| 183.00000 366.00| 325.00000 650.00
CONNECT SANITARY SERVICE | | |
0148 4043.50 99.060 m | 28.00000 2773.68| 3.00000 297.18| 26.00000 2575.56
REMOVE SEWER PIPE | | |
0149 4731.08 101.950 m | 59.00000 6015.05| 60.50000 6167.98| 56.80000 5790.76
200 mm SANITARY SEWER PIPE | | |
0150 4795.98 2.000 EACH| 82.00000 164.00| 99.00000 198.00| 78.00000 156.00
300 mm PLUG | | |
0151 4795.99 6.000 EACH| 40.00000 240.00| 39.00000 234.00| 35.00000 210.00
100 mm PLUG | | |
0152 4796.00 1.000 EACH| 45.00000 45.00| 46.00000 46.00| 41.00000 41.00
150 mm PLUG | | |
0153 4796.01 3.000 EACH| 70.00000 210.00| 63.00000 189.00| 64.00000 192.00
200 mm PLUG | | |
0154 4805.20 134.090 m | 425.00000 56988.25| 478.90000 64215.70| 371.00000 49747.39
500 mm STEEL CASING | | |
SECTION TOTALS | $ 262,773.54| $ 267,606.07| $ 225,972.94
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0155 0030.70 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 1200.00000 1200.00
MOBILIZATION | | |
0156 7011.20 167.600 m | 55.00000 9218.00| 51.71000 8666.60| 42.50000 7123.00
W-BEAM GUARDRAIL | | |
0157 7020.00 1.000 EACH| 1400.00000 1400.00| 1325.00000 1325.00| 1250.00000 1250.00
BRIDGE APPROACH SECTIONS | | |
0158 7024.25 1.000 EACH| 2300.00000 2300.00| 2180.00000 2180.00| 2150.00000 2150.00
GUARDRAIL END TREATMENT, TYPE 1 | | |
SECTION TOTALS | $ 14,918.00| $ 13,671.60| $ 11,723.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 8B ELECTRICAL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(1) 2252 |(2) 0083 |(3) 0751
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0159 A001.01 2.000 EACH| 450.00000 900.00| 400.00000 800.00| 400.00000 800.00
PULL BOX, TYPE PB-1 | | |
0160 A001.12 14.000 EACH| 350.00000 4900.00| 300.00000 4200.00| 300.00000 4200.00
PULL BOX, TYPE PB-5 | | |
0161 A001.16 2.000 EACH| 450.00000 900.00| 400.00000 800.00| 400.00000 800.00
PULL BOX, TYPE PB-6 | | |
0162 A003.10 4.000 EACH| 275.00000 1100.00| 250.00000 1000.00| 250.00000 1000.00
TRAFFIC SIGNAL, TYPE TS-1 | | |
0163 A006.75 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| 650.00000 2600.00
PEDESTAL POLE, TYPE PP-3048 | | |
0164 A008.91 50.000 EACH| 1500.00000 75000.00| 1400.00000 70000.00| 1400.00000 70000.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-1.8-0.25F | | |
0165 A009.15 1.000 EACH| 1800.00000 1800.00| 1700.00000 1700.00| 1700.00000 1700.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25F | | |
0166 A070.10 2446.000 m | 7.00000 17122.00| 6.50000 15899.00| 6.50000 15899.00
38 mm CONDUIT IN TRENCH | | |
0167 A070.14 15.000 m | 7.00000 105.00| 7.00000 105.00| 7.00000 105.00
50 mm CONDUIT IN TRENCH | | |
0168 A072.10 647.000 m | 6.75000 4367.25| 6.50000 4205.50| 6.50000 4205.50
38 mm CONDUIT UNDER ROADWAY | | |
0169 A074.14 81.000 m | 45.00000 3645.00| 44.00000 3564.00| 44.00000 3564.00
50 mm CONDUIT, JACKED | | |
0170 A077.12 96.000 m | 2.00000 192.00| 1.50000 144.00| 1.50000 144.00
2/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0171 A079.50 96.000 m | 1.00000 96.00| 1.00000 96.00| 1.00000 96.00
GROUNDING CONDUCTOR | | |
0172 A080.10 368.000 m | 3.00000 1104.00| 3.00000 1104.00| 3.00000 1104.00
STREET LIGHTING CABLE, NO. 2 USE | | |
0173 A080.22 3093.000 m | 1.50000 4639.50| 1.40000 4330.20| 1.40000 4330.20
STREET LIGHTING CABLE, NO. 6 BARE | | |
0174 A080.24 8911.000 m | 1.70000 15148.70| 1.50000 13366.50| 1.50000 13366.50
STREET LIGHTING CABLE, NO. 6 USE | | |
0175 A501.75 2.000 EACH| 450.00000 900.00| 350.00000 700.00| 350.00000 700.00
INSTALL FLASHER CONTROLLER | | |
0176 A600.00 4.000 EACH| 200.00000 800.00| 150.00000 600.00| 150.00000 600.00
REMOVE LIGHTING UNIT | | |
0177 A610.00 1.000 EACH| 400.00000 400.00| 300.00000 300.00| 300.00000 300.00
REMOVE TRAFFIC SIGNAL AT US-275 & 6TH | | |
ST. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(1) 2252 |(2) 0083 |(3) 0751
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0178 A610.01 1.000 EACH| 400.00000 400.00| 300.00000 300.00| 300.00000 300.00
REMOVE TRAFFIC SIGNAL AT US-275 & 3RD | | |
ST. | | |
0179 A620.02 1.000 EACH| 200.00000 200.00| 100.00000 100.00| 100.00000 100.00
REMOVE LIGHTING CONTROL CENTER | | |
0180 0030.81 LUMP| 20000.00000 20000.00| 5334.00000 5334.00| 4100.00000 4100.00
MOBILIZATION | | |
0181 3970.00 LUMP| 220000.00000 220000.00| 215000.00000 215000.00| 206400.00000 206400.00
RELOCATION OF ELECTRIC SYSTEM | | |
SECTION TOTALS | $ 376,319.45| $ 346,248.20| $ 336,414.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 10 GENERAL ITEMS
| | |
0182 0001.08 7546.000 BDAY| 0.50000 3773.00| 0.50000 3773.00| 0.50000 3773.00
BARRICADE, TYPE II | | |
0183 0001.10 2896.000 BDAY| 3.00000 8688.00| 4.00000 11584.00| 1.25000 3620.00
BARRICADE, TYPE III | | |
0184 0001.30 192.000 LDAY| 2.50000 480.00| 4.00000 768.00| 2.25000 432.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0185 0001.90 7957.000 EACH| 0.40000 3182.80| 0.75000 5967.75| 0.25000 1989.25
SIGN DAY | | |
0186 0002.30 1500.000 m | 3.50000 5250.00| 3.00000 4500.00| 3.00000 4500.00
PAVEMENT MARKING REMOVAL | | |
0187 0002.31 7000.000 m | 1.20000 8400.00| 5.50000 38500.00| 1.00000 7000.00
TEMPORARY PAVEMENT MARKING | | |
0188 0003.10 90.000 DAY | 150.00000 13500.00| 175.00000 15750.00| 200.00000 18000.00
FLAGGING | | |
0189 0010.04 1.000 EACH| 2500.00000 2500.00| 15000.00000 15000.00| 5000.00000 5000.00
FIELD OFFICE | | |
0190 0030.00 LUMP| 3000.00000 3000.00| 15000.00000 15000.00| 1000.00000 1000.00
MOBILIZATION | | |
0191 9110.01 20.000 HOUR| 60.00000 1200.00| 70.00000 1400.00| 65.00000 1300.00
RENTAL OF LOADER, FULLY OPERATED | | |
0192 9110.02 10.000 HOUR| 60.00000 600.00| 70.00000 700.00| 65.00000 650.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0193 9110.03 20.000 HOUR| 45.00000 900.00| 55.00000 1100.00| 50.00000 1000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0194 9110.07 20.000 HOUR| 25.00000 500.00| 45.00000 900.00| 40.00000 800.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 51,973.80| $ 114,942.75| $ 49,064.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,189,998.76| $ 3,354,387.80| $ 3,512,775.46
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(4) 1227 | |
|GILBERT CENTRAL CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L020.00 1820.000 m2 | 1.70000 3094.00| |
EROSION CONTROL | | |
0002 L020.01 207.000 m2 | 9.00000 1863.00| |
EROSION CONTROL, TYPE A | | |
0003 L021.00 15.000 BALE| 17.00000 255.00| |
EROSION CHECKS | | |
0004 L022.14 485.000 m | 11.00000 5335.00| |
FABRIC SILT FENCE-LOW PROFILE LOW | | |
POROSITY | | |
0005 0030.10 LUMP| 25000.00000 25000.00| |
MOBILIZATION | | |
0006 1009.00 LUMP| 25000.00000 25000.00| |
GENERAL CLEARING AND GRUBBING | | |
0007 1010.01 5054.000 m3 | 4.50000 22743.00| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1011.00 781.000 kL | 2.00000 1562.00| |
WATER | | |
0009 1030.00 10415.000 m3 | 8.00000 83320.00| |
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1101.00 2484.000 m2 | 4.00000 9936.00| |
REMOVE PAVEMENT | | |
0011 1106.00 1676.000 m2 | 4.00000 6704.00| |
REMOVE DRIVEWAY | | |
0012 1107.00 250.000 m2 | 4.00000 1000.00| |
REMOVE WALK | | |
0013 1108.00 595.000 m | 7.00000 4165.00| |
REMOVE COMBINATION CURB AND GUTTER | | |
0014 1114.10 27.300 m | 66.00000 1801.80| |
REMOVE RETAINING WALL | | |
0015 1122.01 681.000 m2 | 3.50000 2383.50| |
REMOVE CONCRETE MEDIAN SURFACING | | |
0016 1124.00 1.000 EACH| 1650.00000 1650.00| |
REMOVE BUILDING AT STA. 15+90 RT. | | |
0017 1124.01 1.000 EACH| 1.00000 1.00| |
REMOVE BUILDING AT STA. 17+03 RT. | | |
0018 1124.02 1.000 EACH| 1.00000 1.00| |
REMOVE BUILDING AT STA. 23+63 RT. | | |
0019 1124.03 1.000 EACH| 3000.00000 3000.00| |
REMOVE BUILDING AT STA. 24+30 RT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(4) 1227 | |
|GILBERT CENTRAL CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1125.00 1.000 EACH| 1000.00000 1000.00| |
CLEAR TRACT AT STA. 15+79.6 TO 16+64.2 | | |
RT. | | |
0021 1125.01 1.000 EACH| 1000.00000 1000.00| |
CLEAR TRACT AT STA. 16+87.1 TO 17+26.4 | | |
RT. | | |
0022 1125.02 1.000 EACH| 1000.00000 1000.00| |
CLEAR TRACT AT STA. 23+51.9 TO 23+91.8 | | |
RT. | | |
0023 1125.03 1.000 EACH| 1000.00000 1000.00| |
CLEAR TRACT AT STA. 23+97.9 TO 24+37.6 | | |
RT. | | |
0024 1701.24 23.400 m | 49.00000 1146.60| |
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0025 1706.72 11.000 m | 572.00000 6292.00| |
1800 mm ROUND EQUIVALENT DRIVEWAY PIPE, | | |
TYPE 2 | | |
0026 4035.00 4.000 EACH| 110.00000 440.00| |
REMOVE FLARED-END SECTION | | |
0027 4320.72 2.000 EACH| 1540.00000 3080.00| |
1800 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0028 6105.02 450.000 Mg | 33.00000 14850.00| |
ROCK RIPRAP, TYPE B | | |
0029 7017.00 35.000 m | 9.00000 315.00| |
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 228,937.90| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0030 L001.02 2.100 ha | 4000.00000 8400.00| |
SEEDING, TYPE B | | |
0031 L010.00 2062.000 m2 | 5.00000 10310.00| |
SODDING | | |
0032 L032.80 5.670 Mg | 500.00000 2835.00| |
HYDROMULCH | | |
0033 0030.30 LUMP| 163300.00000 163300.00| |
MOBILIZATION | | |
0034 2001.00 174.000 m3 | 20.00000 3480.00| |
GRAVEL SURFACE COURSE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(4) 1227 | |
|GILBERT CENTRAL CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 2009.10 2.839 StaM| 600.00000 1703.40| |
GRAVEL EMBEDMENT | | |
0036 3011.23 90.400 m | 75.00000 6780.00| |
CONCRETE CLASS 47B-25 CURB, TYPE 1 | | |
0037 3013.10 26.400 m | 75.00000 1980.00| |
CONCRETE CLASS 47B-20 BARRIER CURB | | |
0038 3014.12 184.700 m | 75.00000 13852.50| |
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
0039 3016.21 1507.000 m2 | 30.00000 45210.00| |
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0040 3020.26 1978.000 m2 | 41.00000 81098.00| |
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0041 3040.12 26.300 m2 | 160.00000 4208.00| |
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0042 3040.13 61.400 m2 | 155.00000 9517.00| |
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0043 3075.41 25735.000 m2 | 34.00000 874990.00| |
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0044 3089.25 7763.000 m2 | 28.00000 217364.00| |
TEMPORARY SURFACING | | |
0045 3221.05 40.200 m2 | 180.00000 7236.00| |
CONCRETE PAVEMENT, CLASS PR-25 JOINT | | |
REPAIR | | |
0046 7503.14 3400.000 m | 7.00000 23800.00| |
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4, GROOVED | | |
0047 8029.84 25536.000 m2 | 4.00000 102144.00| |
BITUMINOUS FOUNDATION COURSE 100 mm | | |
0048 9000.75 500.000 Mg | 27.00000 13500.00| |
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2(12.5) | | |
0049 9005.00 100.000 Mg | 37.00000 3700.00| |
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0050 9005.45 2420.000 Mg | 34.00000 82280.00| |
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0051 9020.92 27.000 Mg | 225.00000 6075.00| |
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 17
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(4) 1227 | |
|GILBERT CENTRAL CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 9021.04 130.680 Mg | 240.00000 31363.20| |
PERFORMANCE GRADED BINDER (70-28) | | |
0053 9034.00 1978.000 m2 | 3.00000 5934.00| |
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0054 9053.00 6730.000 L | 0.40000 2692.00| |
TACK COAT | | |
0055 9111.00 440.000 kL | 1.00000 440.00| |
WATER | | |
0056 9170.00 30.042 StaM| 200.00000 6008.40| |
EARTH SHOULDER CONSTRUCTION | | |
0057 9173.20 26712.000 m2 | 4.00000 106848.00| |
SUBGRADE PREPARATION | | |
0058 9179.34 22760.000 m2 | 3.00000 68280.00| |
COLD MILLING, CLASS 4 | | |
0059 9179.54 9624.000 m2 | 1.50000 14436.00| |
COLD MILLING, CLASS 4 TYPE A | | |
SECTION TOTALS | $ 1,919,764.50| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0060 P700.15 232.100 m | 75.00000 17407.50| |
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0061 P700.18 179.200 m | 85.00000 15232.00| |
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0062 P700.24 284.600 m | 135.00000 38421.00| |
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0063 P700.30 125.400 m | 140.00000 17556.00| |
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0064 P700.36 110.700 m | 220.00000 24354.00| |
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0065 P702.15 17.400 m | 100.00000 1740.00| |
375 mm STORM SEWER PIPE, TYPE 1 | | |
0066 P702.18 113.500 m | 90.00000 10215.00| |
450 mm STORM SEWER PIPE, TYPE 1 | | |
0067 P702.24 44.300 m | 110.00000 4873.00| |
600 mm STORM SEWER PIPE, TYPE 1 | | |
0068 P702.36 15.600 m | 200.00000 3120.00| |
900 mm STORM SEWER PIPE, TYPE 1 | | |
0069 P702.42 70.200 m | 260.00000 18252.00| |
1050 mm STORM SEWER PIPE, TYPE 1 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 18
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(4) 1227 | |
|GILBERT CENTRAL CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0070 P702.48 235.800 m | 305.00000 71919.00| |
1200 mm STORM SEWER PIPE, TYPE 1 | | |
0071 P702.54 111.000 m | 395.00000 43845.00| |
1350 mm STORM SEWER PIPE, TYPE 1 | | |
0072 P702.60 55.200 m | 455.00000 25116.00| |
1500 mm STORM SEWER PIPE, TYPE 1 | | |
0073 P702.72 97.900 m | 655.00000 64124.50| |
1800 mm STORM SEWER PIPE, TYPE 1 | | |
0074 P705.72 16.100 m | 620.00000 9982.00| |
1800 mm STORM SEWER PIPE, TYPE 1 CLASS | | |
IV | | |
0075 P775.48 30.400 m | 370.00000 11248.00| |
1200 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0076 0030.40 LUMP| 20000.00000 20000.00| |
MOBILIZATION | | |
0077 1119.00 24.000 EACH| 500.00000 12000.00| |
REMOVE INLET | | |
0078 1119.50 2.000 EACH| 700.00000 1400.00| |
REMOVE JUNCTION BOX | | |
0079 4002.00 3249.000 kg | 3.00000 9747.00| |
CAST IRON COVER AND FRAME | | |
0080 4004.50 925.000 kg | 4.00000 3700.00| |
CAST IRON GRATE AND FRAME | | |
0081 4018.00 1.000 EACH| 700.00000 700.00| |
TAPPING EXISTING STRUCTURE | | |
0082 4035.00 8.000 EACH| 200.00000 1600.00| |
REMOVE FLARED-END SECTION | | |
0083 4040.00 7.000 EACH| 200.00000 1400.00| |
REMOVE HEADWALLS FROM CULVERTS | | |
0084 4043.50 385.200 m | 30.00000 11556.00| |
REMOVE SEWER PIPE | | |
0085 4045.00 1.000 EACH| 3000.00000 3000.00| |
REMOVE STRUCTURE AT STA. 19+03.1, 16.0 | | |
m RT. | | |
0086 4045.01 1.000 EACH| 5000.00000 5000.00| |
REMOVE STRUCTURE AT STA. 21+09.5 | | |
0087 4050.01 1003.000 m3 | 15.00000 15045.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 19
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(4) 1227 | |
|GILBERT CENTRAL CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0088 4102.11 51.100 m3 | 550.00000 28105.00| |
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
RETAINING WALL | | |
0089 4105.59 175.050 m3 | 525.00000 91901.25| |
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0090 4107.07 16.060 m3 | 617.00000 9909.02| |
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0091 4130.06 1.200 m3 | 600.00000 720.00| |
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | |
CULVERT PLUG | | |
0092 4152.00 2785.700 kg | 2.00000 5571.40| |
REINFORCING STEEL FOR RETAINING WALL | | |
0093 4155.50 7533.000 kg | 2.00000 15066.00| |
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0094 4157.00 638.560 kg | 2.00000 1277.12| |
REINFORCING STEEL FOR COLLARS | | |
0095 4310.15 2.000 EACH| 400.00000 800.00| |
375 mm FLARED-END SECTION | | |
0096 4310.18 6.000 EACH| 441.00000 2646.00| |
450 mm FLARED-END SECTION | | |
0097 4310.24 4.000 EACH| 484.00000 1936.00| |
600 mm FLARED-END SECTION | | |
0098 4310.36 1.000 EACH| 675.00000 675.00| |
900 mm FLARED-END SECTION | | |
0099 4310.72 1.000 EACH| 1660.00000 1660.00| |
1800 mm FLARED-END SECTION | | |
0100 4320.48 1.000 EACH| 1126.00000 1126.00| |
1200 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0101 4852.72 16.100 m | 1530.00000 24633.00| |
JACKING 1800 mm STORM SEWER PIPE, TYPE | | |
1 CLASS IV | | |
SECTION TOTALS | $ 648,578.79| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4A WATER MAIN & SANITARY SEWER CONSTRUCTION
| | |
0102 W100.00 27.000 EACH| 208.00000 5616.00| |
CURB STOP AND BOX 25 mm | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 20
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(4) 1227 | |
|GILBERT CENTRAL CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0103 W175.01 27.000 EACH| 171.00000 4617.00| |
25 mm CORPORATION STOP | | |
0104 W176.26 399.000 m | 40.00000 15960.00| |
25 mm WATER SERVICE | | |
0105 W176.71 27.000 EACH| 62.00000 1674.00| |
WATER SERVICE CONNECTION 25 mm | | |
0106 W205.04 15.820 m | 100.00000 1582.00| |
100 mm WATER MAIN PIPE | | |
0107 W205.06 12.780 m | 100.00000 1278.00| |
150 mm WATER MAIN PIPE | | |
0108 W205.08 1232.690 m | 52.00000 64099.88| |
200 mm WATER MAIN PIPE | | |
0109 W205.12 117.230 m | 71.00000 8323.33| |
300 mm WATER MAIN PIPE | | |
0110 W220.06 6.000 EACH| 443.00000 2658.00| |
150 mm GATE VALVE, M.J. | | |
0111 W220.08 21.000 EACH| 587.00000 12327.00| |
200 mm GATE VALVE, M.J. | | |
0112 W220.12 3.000 EACH| 1040.00000 3120.00| |
300 mm GATE VALVE, M.J. | | |
0113 W221.06 6.000 EACH| 150.00000 900.00| |
150 mm WATER VALVE BOX | | |
0114 W221.08 21.000 EACH| 150.00000 3150.00| |
200 mm WATER VALVE BOX | | |
0115 W221.12 3.000 EACH| 150.00000 450.00| |
300 mm WATER VALVE BOX | | |
0116 W222.06 6.000 EACH| 1700.00000 10200.00| |
150 mm FIRE HYDRANT | | |
0117 W355.04 6.000 EACH| 300.00000 1800.00| |
100 mm SLEEVE | | |
0118 W355.08 2.000 EACH| 340.00000 680.00| |
200 mm SLEEVE | | |
0119 W355.12 1.000 EACH| 377.00000 377.00| |
300 mm SLEEVE | | |
0120 W356.05 6.000 EACH| 213.00000 1278.00| |
100 mm X 100 mm TEE | | |
0121 W356.14 6.000 EACH| 239.00000 1434.00| |
200 mm X 150 mm TEE | | |
0122 W356.16 9.000 EACH| 260.00000 2340.00| |
200 mm X 200 mm TEE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 21
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(4) 1227 | |
|GILBERT CENTRAL CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0123 W356.19 1.000 EACH| 350.00000 350.00| |
300 mm X 150 mm TEE | | |
0124 W356.20 2.000 EACH| 450.00000 900.00| |
300 mm X 300 mm TEE | | |
0125 W356.50 2.000 EACH| 450.00000 900.00| |
CROSS 200 mm | | |
0126 W357.14 12.000 EACH| 156.00000 1872.00| |
100 mm - 45 DEGREE BEND | | |
0127 W357.40 14.000 EACH| 200.00000 2800.00| |
200 mm - 45 DEGREE BEND | | |
0128 W357.41 5.000 EACH| 205.00000 1025.00| |
200 mm - 90 DEGREE BEND | | |
0129 W357.42 1.000 EACH| 305.00000 305.00| |
300 mm - 90 DEGREE BEND | | |
0130 W357.51 2.000 EACH| 300.00000 600.00| |
300 mm - 11 1/4 DEGREE BEND | | |
0131 W358.19 6.000 EACH| 105.00000 630.00| |
200 mm X 100 mm REDUCER | | |
0132 W358.23 1.000 EACH| 130.00000 130.00| |
300 mm X 200 mm REDUCER | | |
0133 W722.51 1255.910 m | 10.00000 12559.10| |
ABANDON WATER MAIN | | |
0134 W800.24 4.000 EACH| 155.00000 620.00| |
REMOVE VALVE - WATER | | |
0135 W800.33 7.000 EACH| 200.00000 1400.00| |
REMOVE HYDRANT FIRE | | |
0136 W800.40 1.000 EACH| 52.00000 52.00| |
REMOVE BEND 150 mm - 45 DEGREE | | |
0137 W800.93 196.000 m | 32.00000 6272.00| |
BORING 25 mm WATER SERVICE | | |
0138 0030.40 LUMP| 25000.00000 25000.00| |
MOBILIZATION | | |
0139 1090.03 4.600 m | 8.00000 36.80| |
ABANDON SEWER PIPE | | |
0140 1117.00 5.000 EACH| 380.00000 1900.00| |
REMOVE MANHOLE | | |
0141 4016.00 1.000 EACH| 2800.00000 2800.00| |
MANHOLE AT STA. 15+71.90, 11 m LT. | | |
0142 4016.01 1.000 EACH| 3300.00000 3300.00| |
MANHOLE AT STA. 16+31.00, 10.6 m LT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 22
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(4) 1227 | |
|GILBERT CENTRAL CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0143 4016.02 1.000 EACH| 3400.00000 3400.00| |
MANHOLE AT STA. 16+71.00, 11.24 m LT. | | |
0144 4016.03 1.000 EACH| 3400.00000 3400.00| |
MANHOLE AT STA. 17+84.33, 11.68 m LT. | | |
0145 4016.04 1.000 EACH| 3100.00000 3100.00| |
MANHOLE AT STA. 21+17.66, 11.36 m LT. | | |
0146 4016.05 1.000 EACH| 3100.00000 3100.00| |
MANHOLE AT STA. 22+28.63, 14.16 m LT. | | |
0147 4042.55 2.000 EACH| 375.00000 750.00| |
CONNECT SANITARY SERVICE | | |
0148 4043.50 99.060 m | 30.00000 2971.80| |
REMOVE SEWER PIPE | | |
0149 4731.08 101.950 m | 66.00000 6728.70| |
200 mm SANITARY SEWER PIPE | | |
0150 4795.98 2.000 EACH| 90.00000 180.00| |
300 mm PLUG | | |
0151 4795.99 6.000 EACH| 50.00000 300.00| |
100 mm PLUG | | |
0152 4796.00 1.000 EACH| 50.00000 50.00| |
150 mm PLUG | | |
0153 4796.01 3.000 EACH| 75.00000 225.00| |
200 mm PLUG | | |
0154 4805.20 134.090 m | 430.00000 57658.70| |
500 mm STEEL CASING | | |
SECTION TOTALS | $ 289,180.31| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0155 0030.70 LUMP| 1000.00000 1000.00| |
MOBILIZATION | | |
0156 7011.20 167.600 m | 47.00000 7877.20| |
W-BEAM GUARDRAIL | | |
0157 7020.00 1.000 EACH| 1400.00000 1400.00| |
BRIDGE APPROACH SECTIONS | | |
0158 7024.25 1.000 EACH| 2400.00000 2400.00| |
GUARDRAIL END TREATMENT, TYPE 1 | | |
SECTION TOTALS | $ 12,677.20| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 8B ELECTRICAL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 23
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(4) 1227 | |
|GILBERT CENTRAL CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0159 A001.01 2.000 EACH| 444.00000 888.00| |
PULL BOX, TYPE PB-1 | | |
0160 A001.12 14.000 EACH| 333.00000 4662.00| |
PULL BOX, TYPE PB-5 | | |
0161 A001.16 2.000 EACH| 444.00000 888.00| |
PULL BOX, TYPE PB-6 | | |
0162 A003.10 4.000 EACH| 277.00000 1108.00| |
TRAFFIC SIGNAL, TYPE TS-1 | | |
0163 A006.75 4.000 EACH| 722.00000 2888.00| |
PEDESTAL POLE, TYPE PP-3048 | | |
0164 A008.91 50.000 EACH| 1550.00000 77500.00| |
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-1.8-0.25F | | |
0165 A009.15 1.000 EACH| 1900.00000 1900.00| |
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25F | | |
0166 A070.10 2446.000 m | 7.20000 17611.20| |
38 mm CONDUIT IN TRENCH | | |
0167 A070.14 15.000 m | 8.00000 120.00| |
50 mm CONDUIT IN TRENCH | | |
0168 A072.10 647.000 m | 7.20000 4658.40| |
38 mm CONDUIT UNDER ROADWAY | | |
0169 A074.14 81.000 m | 49.00000 3969.00| |
50 mm CONDUIT, JACKED | | |
0170 A077.12 96.000 m | 1.70000 163.20| |
2/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0171 A079.50 96.000 m | 1.10000 105.60| |
GROUNDING CONDUCTOR | | |
0172 A080.10 368.000 m | 3.30000 1214.40| |
STREET LIGHTING CABLE, NO. 2 USE | | |
0173 A080.22 3093.000 m | 1.55000 4794.15| |
STREET LIGHTING CABLE, NO. 6 BARE | | |
0174 A080.24 8911.000 m | 1.70000 15148.70| |
STREET LIGHTING CABLE, NO. 6 USE | | |
0175 A501.75 2.000 EACH| 389.00000 778.00| |
INSTALL FLASHER CONTROLLER | | |
0176 A600.00 4.000 EACH| 167.00000 668.00| |
REMOVE LIGHTING UNIT | | |
0177 A610.00 1.000 EACH| 333.00000 333.00| |
REMOVE TRAFFIC SIGNAL AT US-275 & 6TH | | |
ST. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 24
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3261X COUNTIES : ANTELOPE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 3
PROJECT(S) : EACNH-275-5(134)
====================================================================================================================================
|(4) 1227 | |
|GILBERT CENTRAL CORP. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0178 A610.01 1.000 EACH| 333.00000 333.00| |
REMOVE TRAFFIC SIGNAL AT US-275 & 3RD | | |
ST. | | |
0179 A620.02 1.000 EACH| 111.00000 111.00| |
REMOVE LIGHTING CONTROL CENTER | | |
0180 0030.81 LUMP| 25000.00000 25000.00| |
MOBILIZATION | | |
0181 3970.00 LUMP| 262000.00000 262000.00| |
RELOCATION OF ELECTRIC SYSTEM | | |
SECTION TOTALS | $ 426,841.65| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 10 GENERAL ITEMS
| | |
0182 0001.08 7546.000 BDAY| 0.50000 3773.00| |
BARRICADE, TYPE II | | |
0183 0001.10 2896.000 BDAY| 1.40000 4054.40| |
BARRICADE, TYPE III | | |
0184 0001.30 192.000 LDAY| 2.50000 480.00| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0185 0001.90 7957.000 EACH| 0.30000 2387.10| |
SIGN DAY | | |
0186 0002.30 1500.000 m | 3.33000 4995.00| |
PAVEMENT MARKING REMOVAL | | |
0187 0002.31 7000.000 m | 1.11000 7770.00| |
TEMPORARY PAVEMENT MARKING | | |
0188 0003.10 90.000 DAY | 250.00000 22500.00| |
FLAGGING | | |
0189 0010.04 1.000 EACH| 2500.00000 2500.00| |
FIELD OFFICE | | |
0190 0030.00 LUMP| 7000.00000 7000.00| |
MOBILIZATION | | |
0191 9110.01 20.000 HOUR| 100.00000 2000.00| |
RENTAL OF LOADER, FULLY OPERATED | | |
0192 9110.02 10.000 HOUR| 100.00000 1000.00| |
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0193 9110.03 20.000 HOUR| 70.00000 1400.00| |
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0194 9110.07 20.000 HOUR| 60.00000 1200.00| |
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 61,059.50| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,587,039.85| |
====================================================================================================================================