|
Contract Letting February 22, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F23 CONTRACT ID : 6857 COUNTIES : KEITH
LETTING DATE : 02/22/01 DISTRICT : 6
PROJECT(S) : EACSTPD-30-2(131)
CONTRACT DESCRIPTION :
US-30, OGALLALA - ROSCOE.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,070,978.58 100.0000%
2 1344 DOBSON BROTHERS CONSTRUCTION COMPANY $ 2,100,177.03 101.4098%
3 1661 U.S. ASPHALT CO. $ 2,216,896.44 107.0458%
4 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 2,217,147.80 107.0579%
5 0083 WERNER CONSTRUCTION, INC. $ 2,324,780.69 112.2551%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 6857 COUNTIES : KEITH
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : EACSTPD-30-2(131)
====================================================================================================================================
|(1) 0477 |(2) 1344 |(3) 1661
|WESTERN ENGINEERING COMPANY,|DOBSON BROTHERS CONSTRUCTION|U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 20.000 ha | 125.00000 2500.00| 126.25000 2525.00| 130.74000 2614.80
COVER CROP SEEDING | | |
0002 L022.11 132.000 m | 12.50000 1650.00| 9.60000 1267.20| 13.07000 1725.24
FABRIC SILT FENCE-LOW POROSITY | | |
0003 L022.12 25.000 m | 13.25000 331.25| 10.61000 265.25| 13.86000 346.50
FABRIC SILT FENCE-HIGH POROSITY | | |
0004 L022.75 198.000 m | 15.00000 2970.00| 15.15000 2999.70| 20.93000 4144.14
TEMPORARY SILT CHECK | | |
0005 0030.10 LUMP| 8600.00000 8600.00| 12625.00000 12625.00| 8890.19000 8890.19
MOBILIZATION | | |
0006 1009.00 LUMP| 5000.00000 5000.00| 5050.00000 5050.00| 5229.52000 5229.52
GENERAL CLEARING AND GRUBBING | | |
0007 1010.00 47335.000 m3 | 2.11000 99876.85| 2.13000 100823.55| 2.21000 104610.35
EXCAVATION | | |
0008 1010.01 1444.000 m3 | 1.60000 2310.40| 1.62000 2339.28| 1.67000 2411.48
EXCAVATION (ESTABLISHED QUANTITY) | | |
0009 1010.10 31192.000 m3 | 3.02000 94199.84| 3.05000 95135.60| 3.16000 98566.72
EXCAVATION, BORROW | | |
0010 1011.00 5732.000 kL | 2.65000 15189.80| 2.68000 15361.76| 2.77000 15877.64
WATER | | |
0011 1012.00 112.000 EACH| 48.00000 5376.00| 48.48000 5429.76| 50.20000 5622.40
RIGHT-OF-WAY MARKERS | | |
0012 1040.05 2892.000 m2 | 0.65000 1879.80| 0.30000 867.60| 0.68000 1966.56
TEMPORARY SLOPE PROTECTION | | |
0013 1102.00 1531.000 m2 | 3.00000 4593.00| 2.88000 4409.28| 2.98000 4562.38
REMOVE ASPHALT SURFACE | | |
0014 1106.00 795.000 m2 | 3.50000 2782.50| 3.54000 2814.30| 3.66000 2909.70
REMOVE DRIVEWAY | | |
0015 1500.54 45.000 m | 30.00000 1350.00| 36.36000 1636.20| 31.38000 1412.10
INSTALL 1350 mm CORRUGATED METAL PIPE | | |
0016 1701.24 160.300 m | 45.95000 7365.79| 65.65000 10523.70| 48.03000 7699.21
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0017 1701.30 16.500 m | 86.00000 1419.00| 91.91000 1516.52| 89.95000 1484.18
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0018 1705.24 16.000 m | 48.00000 768.00| 67.67000 1082.72| 50.20000 803.20
600 mm ROUND EQUIVALENT DRIVEWAY | | |
CULVERT PIPE, TYPE 2, 3, 4 OR 5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 6857 COUNTIES : KEITH
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : EACSTPD-30-2(131)
====================================================================================================================================
|(1) 0477 |(2) 1344 |(3) 1661
|WESTERN ENGINEERING COMPANY,|DOBSON BROTHERS CONSTRUCTION|U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 7017.00 193.000 m | 5.00000 965.00| 7.58000 1462.94| 5.23000 1009.39
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 259,127.23| $ 268,135.36| $ 271,885.70
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0020 P375.36 17.000 m | 119.00000 2023.00| 120.19000 2043.23| 124.46000 2115.82
900 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 3,4 OR 5 | | |
0021 P402.18 2.000 m | 49.00000 98.00| 49.49000 98.98| 51.25000 102.50
450 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0022 P420.36 13.000 m | 119.00000 1547.00| 120.19000 1562.47| 124.46000 1617.98
900 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2, 3, 4 OR 5 | | |
0023 P700.15 19.000 m | 34.00000 646.00| 34.34000 652.46| 35.56000 675.64
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0024 P775.42 305.000 m | 254.00000 77470.00| 256.54000 78244.70| 265.66000 81026.30
1050 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0025 0030.40 LUMP| 3000.00000 3000.00| 3030.00000 3030.00| 3137.71000 3137.71
MOBILIZATION | | |
0026 4002.00 171.000 kg | 2.75000 470.25| 2.78000 475.38| 2.88000 492.48
CAST IRON COVER AND FRAME | | |
0027 4004.50 79.000 kg | 3.50000 276.50| 3.54000 279.66| 3.66000 289.14
CAST IRON GRATE AND FRAME | | |
0028 4040.00 4.000 EACH| 100.00000 400.00| 101.00000 404.00| 104.59000 418.36
REMOVE HEADWALLS FROM CULVERTS | | |
0029 4044.00 1.000 EACH| 1200.00000 1200.00| 1212.00000 1212.00| 1255.09000 1255.09
PREPARATION OF STRUCTURE AT STA. | | |
106+67.75 | | |
0030 4044.01 1.000 EACH| 1200.00000 1200.00| 1212.00000 1212.00| 1255.09000 1255.09
PREPARATION OF STRUCTURE AT STA. 110+28 | | |
0031 4044.02 1.000 EACH| 1200.00000 1200.00| 1212.00000 1212.00| 1255.09000 1255.09
PREPARATION OF STRUCTURE AT STA. 117+61 | | |
0032 4044.03 1.000 EACH| 1000.00000 1000.00| 1010.00000 1010.00| 1045.90000 1045.90
PREPARATION OF STRUCTURE AT STA. 122+56 | | |
0033 4044.04 1.000 EACH| 1000.00000 1000.00| 1010.00000 1010.00| 1045.90000 1045.90
PREPARATION OF STRUCTURE AT STA. 129+39 | | |
0034 4044.05 1.000 EACH| 1200.00000 1200.00| 1212.00000 1212.00| 1255.09000 1255.09
PREPARATION OF STRUCTURE AT STA. | | |
132+88.80 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 6857 COUNTIES : KEITH
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : EACSTPD-30-2(131)
====================================================================================================================================
|(1) 0477 |(2) 1344 |(3) 1661
|WESTERN ENGINEERING COMPANY,|DOBSON BROTHERS CONSTRUCTION|U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 4044.06 1.000 EACH| 1200.00000 1200.00| 1212.00000 1212.00| 1255.09000 1255.09
PREPARATION OF STRUCTURE AT STA. 136+62 | | |
0036 4044.07 1.000 EACH| 1200.00000 1200.00| 1212.00000 1212.00| 1255.09000 1255.09
PREPARATION OF STRUCTURE AT STA. | | |
183+98.30 | | |
0037 4044.08 1.000 EACH| 1000.00000 1000.00| 1010.00000 1010.00| 1045.90000 1045.90
PREPARATION OF STRUCTURE AT STA. | | |
189+61.50 | | |
0038 4050.01 64.000 m3 | 12.00000 768.00| 12.12000 775.68| 12.55000 803.20
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0039 4051.01 421.000 m3 | 12.00000 5052.00| 12.12000 5102.52| 12.55000 5283.55
EXCAVATION FOR BOX CULVERTS | | |
0040 4101.06 404.510 m3 | 310.00000 125398.10| 313.10000 126652.08| 324.23000 131154.28
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0041 4105.58 11.000 m3 | 550.00000 6050.00| 555.50000 6110.50| 575.25000 6327.75
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0042 4107.04 5.380 m3 | 550.00000 2959.00| 555.50000 2988.59| 575.25000 3094.85
CLASS 47B-20 CONCRETE FOR CONCRETE | | |
COLLARS | | |
0043 4130.06 4.800 m3 | 550.00000 2640.00| 555.50000 2666.40| 575.25000 2761.20
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | |
CULVERT PLUG | | |
0044 4151.00 26734.000 kg | 1.10000 29407.40| 1.11000 29674.74| 1.15000 30744.10
REINFORCING STEEL FOR BOX CULVERT | | |
0045 4155.50 282.000 kg | 1.10000 310.20| 1.11000 313.02| 1.15000 324.30
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0046 4157.00 58.000 kg | 1.10000 63.80| 1.11000 64.38| 1.15000 66.70
REINFORCING STEEL FOR COLLARS | | |
0047 4210.30 2.000 EACH| 450.00000 900.00| 454.50000 909.00| 470.66000 941.32
BAR GRATE FOR 750 mm FLARED-END SECTION | | |
0048 4250.42 2.000 EACH| 700.00000 1400.00| 707.00000 1414.00| 732.13000 1464.26
BAR GRATE FOR 1050 mm ROUND EQUIVALENT | | |
CONCRETE FLARED-END SECTION | | |
0049 4310.18 2.000 EACH| 145.00000 290.00| 146.45000 292.90| 151.66000 303.32
450 mm FLARED-END SECTION | | |
0050 4320.36 2.000 EACH| 460.00000 920.00| 464.60000 929.20| 481.12000 962.24
900 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 6857 COUNTIES : KEITH
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : EACSTPD-30-2(131)
====================================================================================================================================
|(1) 0477 |(2) 1344 |(3) 1661
|WESTERN ENGINEERING COMPANY,|DOBSON BROTHERS CONSTRUCTION|U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0051 4320.42 2.000 EACH| 750.00000 1500.00| 757.50000 1515.00| 784.43000 1568.86
1050 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0052 4390.36 2.000 EACH| 480.00000 960.00| 484.80000 969.60| 502.03000 1004.06
900 mm ROUND EQUIVALENT METAL PIPE | | |
FLARED-END SECTION | | |
SECTION TOTALS | $ 274,749.25| $ 277,470.49| $ 287,348.16
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 124+77.80
TWIN 3.67 m X 1.85 m X 18.9 m CONCRETE BOX CULVERT
| | |
0053 0030.40 LUMP| 1000.00000 1000.00| 1010.00000 1010.00| 1045.90000 1045.90
MOBILIZATION | | |
0054 4044.00 1.000 EACH| 1200.00000 1200.00| 1212.00000 1212.00| 1255.09000 1255.09
PREPARATION OF STRUCTURE AT STA. | | |
124+77.80 | | |
0055 4051.01 50.000 m3 | 12.00000 600.00| 12.12000 606.00| 12.55000 627.50
EXCAVATION FOR BOX CULVERTS | | |
0056 4101.06 135.140 m3 | 310.00000 41893.40| 313.10000 42312.33| 324.23000 43816.44
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0057 4151.00 9415.000 kg | 1.10000 10356.50| 1.11000 10450.65| 1.15000 10827.25
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 55,049.90| $ 55,590.98| $ 57,572.18
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4B CONCRETE BOX CULVERT AT STA. 153+29.40
TWIN 3.05 m X 1.84 m X 12.05 m CONCRETE BOX CULVERT
| | |
0058 0030.40 LUMP| 1000.00000 1000.00| 1010.00000 1010.00| 1045.90000 1045.90
MOBILIZATION | | |
0059 4044.00 1.000 EACH| 1200.00000 1200.00| 1212.00000 1212.00| 1255.09000 1255.09
PREPARATION OF STRUCTURE AT STA. | | |
153+29.40 | | |
0060 4051.01 57.000 m3 | 12.00000 684.00| 12.12000 690.84| 12.55000 715.35
EXCAVATION FOR BOX CULVERTS | | |
0061 4101.06 81.480 m3 | 310.00000 25258.80| 313.10000 25511.39| 324.23000 26418.26
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0062 4151.00 5120.000 kg | 1.10000 5632.00| 1.11000 5683.20| 1.15000 5888.00
REINFORCING STEEL FOR BOX CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 6857 COUNTIES : KEITH
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : EACSTPD-30-2(131)
====================================================================================================================================
|(1) 0477 |(2) 1344 |(3) 1661
|WESTERN ENGINEERING COMPANY,|DOBSON BROTHERS CONSTRUCTION|U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 33,774.80| $ 34,107.43| $ 35,322.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 4C CONCRETE BOX CULVERT AT STA. 174+60.10
TRIPLE 3.03 m X 1.53 m X 14.1 m CONCRETE BOX CULVERT
| | |
0063 0030.40 LUMP| 1500.00000 1500.00| 1010.00000 1010.00| 1045.90000 1045.90
MOBILIZATION | | |
0064 4044.00 1.000 EACH| 1500.00000 1500.00| 1515.00000 1515.00| 1568.86000 1568.86
PREPARATION OF STRUCTURE AT STA. | | |
174+60.10 | | |
0065 4051.01 103.000 m3 | 12.00000 1236.00| 12.12000 1248.36| 12.55000 1292.65
EXCAVATION FOR BOX CULVERTS | | |
0066 4101.06 89.630 m3 | 310.00000 27785.30| 313.10000 28063.15| 324.23000 29060.73
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0067 4151.00 6000.000 kg | 1.10000 6600.00| 1.11000 6660.00| 1.15000 6900.00
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 38,621.30| $ 38,496.51| $ 39,868.14
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 4D CONCRETE BOX CULVERT AT STA. 204+04.50
TRIPLE 3.04 m X 0.96 m X 11.63 m CONCRETE BOX CULVERT
| | |
0068 0030.40 LUMP| 1000.00000 1000.00| 1010.00000 1010.00| 1045.90000 1045.90
MOBILIZATION | | |
0069 4045.00 1.000 EACH| 2000.00000 2000.00| 2020.00000 2020.00| 2091.81000 2091.81
REMOVE STRUCTURE AT STA. 204+04.50 | | |
0070 4051.01 379.000 m3 | 12.00000 4548.00| 12.12000 4593.48| 12.55000 4756.45
EXCAVATION FOR BOX CULVERTS | | |
0071 4101.06 155.260 m3 | 310.00000 48130.60| 313.10000 48611.91| 324.23000 50339.95
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0072 4151.00 8476.000 kg | 1.10000 9323.60| 1.11000 9408.36| 1.15000 9747.40
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 65,002.20| $ 65,643.75| $ 67,981.51
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 5 SEEDING
| | |
0073 L001.01 13.000 ha | 1470.00000 19110.00| 1372.59000 17843.67| 1534.34000 19946.42
SEEDING, TYPE A | | |
0074 L001.02 7.000 ha | 1220.00000 8540.00| 433.29000 3033.03| 1276.00000 8932.00
SEEDING, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 6857 COUNTIES : KEITH
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : EACSTPD-30-2(131)
====================================================================================================================================
|(1) 0477 |(2) 1344 |(3) 1661
|WESTERN ENGINEERING COMPANY,|DOBSON BROTHERS CONSTRUCTION|U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0075 L032.75 90.000 Mg | 85.00000 7650.00| 90.90000 8181.00| 88.90000 8001.00
MULCH | | |
0076 0030.50 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 1045.90000 1045.90
MOBILIZATION | | |
SECTION TOTALS | $ 36,300.00| $ 31,057.70| $ 37,925.32
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 9 BITUMINOUS
| | |
0077 0002.30 280.000 m | 3.00000 840.00| 3.03000 848.40| 3.14000 879.20
PAVEMENT MARKING REMOVAL | | |
0078 0002.40 599.630 StaM| 20.00000 11992.60| 18.69000 11207.08| 19.35000 11602.84
TEMPORARY SOLID LINES | | |
0079 0002.44 1400.000 m | 1.50000 2100.00| 0.51000 714.00| 0.52000 728.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0080 0002.45 299.820 StaM| 22.00000 6596.04| 18.69000 5603.64| 19.35000 5801.52
TEMPORARY BROKEN LINES | | |
0081 0030.90 LUMP| 30000.00000 30000.00| 100000.00000 100000.00| 77396.69000 77396.69
MOBILIZATION | | |
0082 1020.02 5.000 EACH| 12.50000 62.50| 12.63000 63.15| 13.07000 65.35
DELINEATOR, TYPE II | | |
0083 1020.03 42.000 EACH| 14.00000 588.00| 12.63000 530.46| 13.07000 548.94
DELINEATOR, TYPE III | | |
0084 2001.00 100.000 m3 | 12.85000 1285.00| 12.59000 1259.00| 36.66000 3666.00
GRAVEL SURFACE COURSE | | |
0085 2021.00 3.000 EACH| 50.00000 150.00| 101.00000 303.00| 104.59000 313.77
MAILBOX POST | | |
0086 3013.11 80.000 m | 95.00000 7600.00| 26.52000 2121.60| 99.36000 7948.80
CONCRETE CLASS 47B-25 BARRIER CURB | | |
0087 3017.40 225.000 m2 | 40.00000 9000.00| 34.48000 7758.00| 38.70000 8707.50
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0088 8111.00 199.875 StaM| 232.50000 46470.94| 138.54000 27690.68| 223.10000 44592.11
SHOULDER SUBGRADE PREPARATION | | |
0089 9000.75 500.000 Mg | 11.48000 5740.00| 14.72000 7360.00| 21.07000 10535.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0090 9005.00 100.000 Mg | 22.35000 2235.00| 36.20000 3620.00| 54.18000 5418.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP3(12.5) | | |
0091 9005.23 16000.000 Mg | 12.90000 206400.00| 14.72000 235520.00| 16.83000 269280.00
ASPHALTIC CONCRETE, TYPE SPS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 6857 COUNTIES : KEITH
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : EACSTPD-30-2(131)
====================================================================================================================================
|(1) 0477 |(2) 1344 |(3) 1661
|WESTERN ENGINEERING COMPANY,|DOBSON BROTHERS CONSTRUCTION|U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0092 9005.35 21780.000 Mg | 19.70000 429066.00| 17.52000 381585.60| 20.46000 445618.80
ASPHALTIC CONCRETE, TYPE SP3(12.5) | | |
0093 9009.00 1668.000 m2 | 4.00000 6672.00| 2.30000 3836.40| 2.75000 4587.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0094 9020.92 27.000 Mg | 172.20000 4649.40| 196.60000 5308.20| 181.77000 4907.79
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0095 9021.01 1181.520 Mg | 172.20000 203457.74| 196.60000 232286.83| 181.77000 214764.89
PERFORMANCE GRADED BINDER (64-22) | | |
0096 9021.03 864.000 Mg | 172.20000 148780.80| 196.60000 169862.40| 181.77000 157049.28
PERFORMANCE GRADED BINDER (58-28) | | |
0097 9030.00 85.000 m | 10.00000 850.00| 21.56000 1832.60| 24.01000 2040.85
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0098 9034.00 241.000 m2 | 12.00000 2892.00| 2.74000 660.34| 4.81000 1159.21
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0099 9053.00 86640.000 L | 0.30000 25992.00| 0.21000 18194.40| 0.22000 19060.80
TACK COAT | | |
0100 9111.00 1251.000 kL | 2.00000 2502.00| 1.01000 1263.51| 1.38000 1726.38
WATER | | |
0101 9170.00 6.028 StaM| 200.00000 1205.60| 358.07000 2158.45| 435.56000 2625.56
EARTH SHOULDER CONSTRUCTION | | |
0102 9173.20 1251.000 m2 | 2.50000 3127.50| 1.91000 2389.41| 1.37000 1713.87
SUBGRADE PREPARATION | | |
0103 9179.23 100.539 StaM| 525.00000 52782.98| 447.38000 44979.14| 520.86000 52366.74
COLD MILLING, CLASS 3 | | |
0104 9300.50 10.088 LS | 3000.00000 3000.00| 3220.36000 3220.36| 2399.18000 2399.18
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,216,038.10| $ 1,272,176.65| $ 1,357,504.07
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 10 GENERAL ITEMS
| | |
0105 0001.08 10415.000 BDAY| 0.50000 5207.50| 0.50000 5207.50| 0.50000 5207.50
BARRICADE, TYPE II | | |
0106 0001.10 1776.000 BDAY| 4.00000 7104.00| 3.03000 5381.28| 3.14000 5576.64
BARRICADE, TYPE III | | |
0107 0001.30 442.000 LDAY| 3.95000 1745.90| 3.03000 1339.26| 3.14000 1387.88
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0108 0001.90 31223.000 EACH| 0.80000 24978.40| 0.16000 4995.68| 0.17000 5307.91
SIGN DAY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 6857 COUNTIES : KEITH
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : EACSTPD-30-2(131)
====================================================================================================================================
|(1) 0477 |(2) 1344 |(3) 1661
|WESTERN ENGINEERING COMPANY,|DOBSON BROTHERS CONSTRUCTION|U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0109 0003.10 210.000 DAY | 185.00000 38850.00| 158.43000 33270.30| 182.23000 38268.30
FLAGGING | | |
0110 0010.04 1.000 EACH| 3000.00000 3000.00| 2353.34000 2353.34| 1464.27000 1464.27
FIELD OFFICE | | |
0111 0030.00 LUMP| 10000.00000 10000.00| 3500.00000 3500.00| 2614.76000 2614.76
MOBILIZATION | | |
0112 9110.01 10.000 HOUR| 55.00000 550.00| 58.01000 580.10| 68.64000 686.40
RENTAL OF LOADER, FULLY OPERATED | | |
0113 9110.03 10.000 HOUR| 50.00000 500.00| 50.19000 501.90| 53.44000 534.40
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0114 9110.07 10.000 HOUR| 38.00000 380.00| 36.88000 368.80| 44.07000 440.70
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 92,315.80| $ 57,498.16| $ 61,488.76
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,070,978.58| $ 2,100,177.03| $ 2,216,896.44
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 6857 COUNTIES : KEITH
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : EACSTPD-30-2(131)
====================================================================================================================================
|(4) 2853 |(5) 0083 |
|SIMON CONTRACTORS AND SUBSID|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 L006.00 20.000 ha | 130.00000 2600.00| 150.00000 3000.00|
COVER CROP SEEDING | | |
0002 L022.11 132.000 m | 9.90000 1306.80| 9.50000 1254.00|
FABRIC SILT FENCE-LOW POROSITY | | |
0003 L022.12 25.000 m | 11.00000 275.00| 10.50000 262.50|
FABRIC SILT FENCE-HIGH POROSITY | | |
0004 L022.75 198.000 m | 15.60000 3088.80| 15.00000 2970.00|
TEMPORARY SILT CHECK | | |
0005 0030.10 LUMP| 25000.00000 25000.00| 15000.00000 15000.00|
MOBILIZATION | | |
0006 1009.00 LUMP| 5210.00000 5210.00| 5000.00000 5000.00|
GENERAL CLEARING AND GRUBBING | | |
0007 1010.00 47335.000 m3 | 2.20000 104137.00| 2.11000 99876.85|
EXCAVATION | | |
0008 1010.01 1444.000 m3 | 1.70000 2454.80| 1.60000 2310.40|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0009 1010.10 31192.000 m3 | 3.25000 101374.00| 3.02000 94199.84|
EXCAVATION, BORROW | | |
0010 1011.00 5732.000 kL | 2.80000 16049.60| 2.65000 15189.80|
WATER | | |
0011 1012.00 112.000 EACH| 52.10000 5835.20| 48.00000 5376.00|
RIGHT-OF-WAY MARKERS | | |
0012 1040.05 2892.000 m2 | 0.50000 1446.00| 0.50000 1446.00|
TEMPORARY SLOPE PROTECTION | | |
0013 1102.00 1531.000 m2 | 3.00000 4593.00| 2.85000 4363.35|
REMOVE ASPHALT SURFACE | | |
0014 1106.00 795.000 m2 | 3.70000 2941.50| 3.50000 2782.50|
REMOVE DRIVEWAY | | |
0015 1500.54 45.000 m | 31.30000 1408.50| 30.00000 1350.00|
INSTALL 1350 mm CORRUGATED METAL PIPE | | |
0016 1701.24 160.300 m | 47.90000 7678.37| 45.92000 7360.98|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0017 1701.30 16.500 m | 89.70000 1480.05| 86.00000 1419.00|
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0018 1705.24 16.000 m | 50.10000 801.60| 48.00000 768.00|
600 mm ROUND EQUIVALENT DRIVEWAY | | |
CULVERT PIPE, TYPE 2, 3, 4 OR 5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 6857 COUNTIES : KEITH
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : EACSTPD-30-2(131)
====================================================================================================================================
|(4) 2853 |(5) 0083 |
|SIMON CONTRACTORS AND SUBSID|WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 7017.00 193.000 m | 5.20000 1003.60| 5.00000 965.00|
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 288,683.82| $ 264,894.22|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0020 P375.36 17.000 m | 124.00000 2108.00| 119.00000 2023.00|
900 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 3,4 OR 5 | | |
0021 P402.18 2.000 m | 51.10000 102.20| 49.00000 98.00|
450 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0022 P420.36 13.000 m | 124.00000 1612.00| 119.00000 1547.00|
900 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2, 3, 4 OR 5 | | |
0023 P700.15 19.000 m | 35.50000 674.50| 34.00000 646.00|
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0024 P775.42 305.000 m | 265.00000 80825.00| 254.00000 77470.00|
1050 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0025 0030.40 LUMP| 3130.00000 3130.00| 3000.00000 3000.00|
MOBILIZATION | | |
0026 4002.00 171.000 kg | 2.90000 495.90| 2.75000 470.25|
CAST IRON COVER AND FRAME | | |
0027 4004.50 79.000 kg | 3.70000 292.30| 3.50000 276.50|
CAST IRON GRATE AND FRAME | | |
0028 4040.00 4.000 EACH| 104.00000 416.00| 100.00000 400.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0029 4044.00 1.000 EACH| 1250.00000 1250.00| 1200.00000 1200.00|
PREPARATION OF STRUCTURE AT STA. | | |
106+67.75 | | |
0030 4044.01 1.000 EACH| 1250.00000 1250.00| 1200.00000 1200.00|
PREPARATION OF STRUCTURE AT STA. 110+28 | | |
0031 4044.02 1.000 EACH| 1250.00000 1250.00| 1200.00000 1200.00|
PREPARATION OF STRUCTURE AT STA. 117+61 | | |
0032 4044.03 1.000 EACH| 1040.00000 1040.00| 1000.00000 1000.00|
PREPARATION OF STRUCTURE AT STA. 122+56 | | |
0033 4044.04 1.000 EACH| 1040.00000 1040.00| 1000.00000 1000.00|
PREPARATION OF STRUCTURE AT STA. 129+39 | | |
0034 4044.05 1.000 EACH| 1250.00000 1250.00| 1200.00000 1200.00|
PREPARATION OF STRUCTURE AT STA. | | |
132+88.80 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 6857 COUNTIES : KEITH
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : EACSTPD-30-2(131)
====================================================================================================================================
|(4) 2853 |(5) 0083 |
|SIMON CONTRACTORS AND SUBSID|WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 4044.06 1.000 EACH| 1250.00000 1250.00| 1200.00000 1200.00|
PREPARATION OF STRUCTURE AT STA. 136+62 | | |
0036 4044.07 1.000 EACH| 1250.00000 1250.00| 1200.00000 1200.00|
PREPARATION OF STRUCTURE AT STA. | | |
183+98.30 | | |
0037 4044.08 1.000 EACH| 1040.00000 1040.00| 1000.00000 1000.00|
PREPARATION OF STRUCTURE AT STA. | | |
189+61.50 | | |
0038 4050.01 64.000 m3 | 12.50000 800.00| 12.00000 768.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0039 4051.01 421.000 m3 | 12.50000 5262.50| 12.00000 5052.00|
EXCAVATION FOR BOX CULVERTS | | |
0040 4101.06 404.510 m3 | 323.00000 130656.73| 310.00000 125398.10|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0041 4105.58 11.000 m3 | 573.00000 6303.00| 550.00000 6050.00|
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0042 4107.04 5.380 m3 | 573.00000 3082.74| 550.00000 2959.00|
CLASS 47B-20 CONCRETE FOR CONCRETE | | |
COLLARS | | |
0043 4130.06 4.800 m3 | 573.00000 2750.40| 550.00000 2640.00|
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | |
CULVERT PLUG | | |
0044 4151.00 26734.000 kg | 1.20000 32080.80| 1.10000 29407.40|
REINFORCING STEEL FOR BOX CULVERT | | |
0045 4155.50 282.000 kg | 1.20000 338.40| 1.10000 310.20|
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0046 4157.00 58.000 kg | 1.20000 69.60| 1.10000 63.80|
REINFORCING STEEL FOR COLLARS | | |
0047 4210.30 2.000 EACH| 469.00000 938.00| 450.00000 900.00|
BAR GRATE FOR 750 mm FLARED-END SECTION | | |
0048 4250.42 2.000 EACH| 730.00000 1460.00| 700.00000 1400.00|
BAR GRATE FOR 1050 mm ROUND EQUIVALENT | | |
CONCRETE FLARED-END SECTION | | |
0049 4310.18 2.000 EACH| 151.00000 302.00| 145.00000 290.00|
450 mm FLARED-END SECTION | | |
0050 4320.36 2.000 EACH| 480.00000 960.00| 460.00000 920.00|
900 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 6857 COUNTIES : KEITH
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : EACSTPD-30-2(131)
====================================================================================================================================
|(4) 2853 |(5) 0083 |
|SIMON CONTRACTORS AND SUBSID|WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0051 4320.42 2.000 EACH| 782.00000 1564.00| 750.00000 1500.00|
1050 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0052 4390.36 2.000 EACH| 500.00000 1000.00| 480.00000 960.00|
900 mm ROUND EQUIVALENT METAL PIPE | | |
FLARED-END SECTION | | |
SECTION TOTALS | $ 287,844.07| $ 274,749.25|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 124+77.80
TWIN 3.67 m X 1.85 m X 18.9 m CONCRETE BOX CULVERT
| | |
0053 0030.40 LUMP| 3850.00000 3850.00| 1000.00000 1000.00|
MOBILIZATION | | |
0054 4044.00 1.000 EACH| 2970.00000 2970.00| 1200.00000 1200.00|
PREPARATION OF STRUCTURE AT STA. | | |
124+77.80 | | |
0055 4051.01 50.000 m3 | 20.30000 1015.00| 12.00000 600.00|
EXCAVATION FOR BOX CULVERTS | | |
0056 4101.06 135.140 m3 | 292.00000 39460.88| 310.00000 41893.40|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0057 4151.00 9415.000 kg | 1.20000 11298.00| 1.10000 10356.50|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 58,593.88| $ 55,049.90|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4B CONCRETE BOX CULVERT AT STA. 153+29.40
TWIN 3.05 m X 1.84 m X 12.05 m CONCRETE BOX CULVERT
| | |
0058 0030.40 LUMP| 3680.00000 3680.00| 1000.00000 1000.00|
MOBILIZATION | | |
0059 4044.00 1.000 EACH| 2430.00000 2430.00| 1200.00000 1200.00|
PREPARATION OF STRUCTURE AT STA. | | |
153+29.40 | | |
0060 4051.01 57.000 m3 | 27.80000 1584.60| 12.00000 684.00|
EXCAVATION FOR BOX CULVERTS | | |
0061 4101.06 81.480 m3 | 293.00000 23873.64| 310.00000 25258.80|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0062 4151.00 5120.000 kg | 1.30000 6656.00| 1.10000 5632.00|
REINFORCING STEEL FOR BOX CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 6857 COUNTIES : KEITH
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : EACSTPD-30-2(131)
====================================================================================================================================
|(4) 2853 |(5) 0083 |
|SIMON CONTRACTORS AND SUBSID|WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 38,224.24| $ 33,774.80|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 4C CONCRETE BOX CULVERT AT STA. 174+60.10
TRIPLE 3.03 m X 1.53 m X 14.1 m CONCRETE BOX CULVERT
| | |
0063 0030.40 LUMP| 3740.00000 3740.00| 1000.00000 1000.00|
MOBILIZATION | | |
0064 4044.00 1.000 EACH| 2520.00000 2520.00| 1500.00000 1500.00|
PREPARATION OF STRUCTURE AT STA. | | |
174+60.10 | | |
0065 4051.01 103.000 m3 | 17.00000 1751.00| 12.00000 1236.00|
EXCAVATION FOR BOX CULVERTS | | |
0066 4101.06 89.630 m3 | 294.00000 26351.22| 310.00000 27785.30|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0067 4151.00 6000.000 kg | 1.30000 7800.00| 1.10000 6600.00|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 42,162.22| $ 38,121.30|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 4D CONCRETE BOX CULVERT AT STA. 204+04.50
TRIPLE 3.04 m X 0.96 m X 11.63 m CONCRETE BOX CULVERT
| | |
0068 0030.40 LUMP| 4070.00000 4070.00| 1000.00000 1000.00|
MOBILIZATION | | |
0069 4045.00 1.000 EACH| 1700.00000 1700.00| 2000.00000 2000.00|
REMOVE STRUCTURE AT STA. 204+04.50 | | |
0070 4051.01 379.000 m3 | 13.70000 5192.30| 12.00000 4548.00|
EXCAVATION FOR BOX CULVERTS | | |
0071 4101.06 155.260 m3 | 294.00000 45646.44| 310.00000 48130.60|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0072 4151.00 8476.000 kg | 1.30000 11018.80| 1.10000 9323.60|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 67,627.54| $ 65,002.20|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 5 SEEDING
| | |
0073 L001.01 13.000 ha | 1420.00000 18460.00| 1359.00000 17667.00|
SEEDING, TYPE A | | |
0074 L001.02 7.000 ha | 447.00000 3129.00| 429.00000 3003.00|
SEEDING, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 6857 COUNTIES : KEITH
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : EACSTPD-30-2(131)
====================================================================================================================================
|(4) 2853 |(5) 0083 |
|SIMON CONTRACTORS AND SUBSID|WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0075 L032.75 90.000 Mg | 93.80000 8442.00| 90.00000 8100.00|
MULCH | | |
0076 0030.50 LUMP| 4800.00000 4800.00| 1000.00000 1000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 34,831.00| $ 29,770.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 9 BITUMINOUS
| | |
0077 0002.30 280.000 m | 3.10000 868.00| 4.00000 1120.00|
PAVEMENT MARKING REMOVAL | | |
0078 0002.40 599.630 StaM| 20.90000 12532.27| 30.00000 17988.90|
TEMPORARY SOLID LINES | | |
0079 0002.44 1400.000 m | 1.60000 2240.00| 3.00000 4200.00|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0080 0002.45 299.820 StaM| 22.90000 6865.88| 27.00000 8095.14|
TEMPORARY BROKEN LINES | | |
0081 0030.90 LUMP| 69300.00000 69300.00| 198500.00000 198500.00|
MOBILIZATION | | |
0082 1020.02 5.000 EACH| 13.00000 65.00| 20.00000 100.00|
DELINEATOR, TYPE II | | |
0083 1020.03 42.000 EACH| 13.00000 546.00| 20.00000 840.00|
DELINEATOR, TYPE III | | |
0084 2001.00 100.000 m3 | 20.30000 2030.00| 10.00000 1000.00|
GRAVEL SURFACE COURSE | | |
0085 2021.00 3.000 EACH| 52.10000 156.30| 50.00000 150.00|
MAILBOX POST | | |
0086 3013.11 80.000 m | 99.10000 7928.00| 95.00000 7600.00|
CONCRETE CLASS 47B-25 BARRIER CURB | | |
0087 3017.40 225.000 m2 | 38.60000 8685.00| 40.00000 9000.00|
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0088 8111.00 199.875 StaM| 71.80000 14351.03| 475.00000 94940.63|
SHOULDER SUBGRADE PREPARATION | | |
0089 9000.75 500.000 Mg | 8.80000 4400.00| 13.68000 6840.00|
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0090 9005.00 100.000 Mg | 59.80000 5980.00| 30.65000 3065.00|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP3(12.5) | | |
0091 9005.23 16000.000 Mg | 13.70000 219200.00| 13.68000 218880.00|
ASPHALTIC CONCRETE, TYPE SPS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 17
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 6857 COUNTIES : KEITH
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : EACSTPD-30-2(131)
====================================================================================================================================
|(4) 2853 |(5) 0083 |
|SIMON CONTRACTORS AND SUBSID|WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0092 9005.35 21780.000 Mg | 23.10000 503118.00| 20.65000 449757.00|
ASPHALTIC CONCRETE, TYPE SP3(12.5) | | |
0093 9009.00 1668.000 m2 | 10.90000 18181.20| 3.40000 5671.20|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0094 9020.92 27.000 Mg | 175.00000 4725.00| 175.00000 4725.00|
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0095 9021.01 1181.520 Mg | 175.00000 206766.00| 175.00000 206766.00|
PERFORMANCE GRADED BINDER (64-22) | | |
0096 9021.03 864.000 Mg | 175.00000 151200.00| 175.00000 151200.00|
PERFORMANCE GRADED BINDER (58-28) | | |
0097 9030.00 85.000 m | 6.30000 535.50| 20.00000 1700.00|
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0098 9034.00 241.000 m2 | 8.50000 2048.50| 2.50000 602.50|
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0099 9053.00 86640.000 L | 0.20000 17328.00| 0.26000 22526.40|
TACK COAT | | |
0100 9111.00 1251.000 kL | 2.20000 2752.20| 3.00000 3753.00|
WATER | | |
0101 9170.00 6.028 StaM| 58.80000 354.45| 600.00000 3616.80|
EARTH SHOULDER CONSTRUCTION | | |
0102 9173.20 1251.000 m2 | 1.70000 2126.70| 3.00000 3753.00|
SUBGRADE PREPARATION | | |
0103 9179.23 100.539 StaM| 482.00000 48459.80| 550.00000 55296.45|
COLD MILLING, CLASS 3 | | |
0104 9300.50 10.088 LS | 1780.00000 1780.00| 3000.00000 3000.00|
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,314,522.83| $ 1,484,687.02|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 10 GENERAL ITEMS
| | |
0105 0001.08 10415.000 BDAY| 0.50000 5207.50| 0.50000 5207.50|
BARRICADE, TYPE II | | |
0106 0001.10 1776.000 BDAY| 2.60000 4617.60| 3.50000 6216.00|
BARRICADE, TYPE III | | |
0107 0001.30 442.000 LDAY| 2.80000 1237.60| 3.50000 1547.00|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0108 0001.90 31223.000 EACH| 0.50000 15611.50| 0.50000 15611.50|
SIGN DAY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 18
TABULATION OF BIDS
CALL ORDER : F23 CONTRACT ID : 6857 COUNTIES : KEITH
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : EACSTPD-30-2(131)
====================================================================================================================================
|(4) 2853 |(5) 0083 |
|SIMON CONTRACTORS AND SUBSID|WERNER CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0109 0003.10 210.000 DAY | 250.00000 52500.00| 175.00000 36750.00|
FLAGGING | | |
0110 0010.04 1.000 EACH| 2690.00000 2690.00| 1500.00000 1500.00|
FIELD OFFICE | | |
0111 0030.00 LUMP| 1000.00000 1000.00| 10000.00000 10000.00|
MOBILIZATION | | |
0112 9110.01 10.000 HOUR| 76.30000 763.00| 75.00000 750.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0113 9110.03 10.000 HOUR| 52.00000 520.00| 60.00000 600.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0114 9110.07 10.000 HOUR| 51.10000 511.00| 55.00000 550.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 84,658.20| $ 78,732.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,217,147.80| $ 2,324,780.69|
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