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Last Updated:
02/07/2003
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February 06, 2003
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : 2
VENDOR RANKING
CALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 DISTRICT : 6
CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-EACBH-21-3(103)
ON N-21, OCONTO NORTH.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2252 PAULSEN, INC. $ 9,181,360.58 100.0000%
2 0083 WERNER CONSTRUCTION, INC. $ 9,215,962.05 100.3769%
3 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 9,296,355.76 101.2525%
4 2951 AMES CONSTRUCTION, INC. $ 9,353,000.00 101.8694%
5 1816 COMMERCIAL CONTRACTORS EQUIPMENT, INC. $ 9,493,741.46 103.4023%
6 0574 CONSTRUCTORS, INC. $ 9,616,097.66 104.7350%
7 2642 PLATTE VALLEY CONSTRUCTION COMPANY & AFFILIATES $ 9,837,927.29 107.1511%
8 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 10,380,542.47 113.0610%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -3
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 129000.00000 129000.00| 45500.00000 45500.00| 95000.00000 95000.00
MOBILIZATION | | |
0002 1000.00 110.000 EACH| 50.00000 5500.00| 50.00000 5500.00| 50.00000 5500.00
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 14900.00000 14900.00| 4900.00000 4900.00| 4900.00000 4900.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.00 1720248.000 m3 | 1.11000 1909475.28| 1.11000 1909475.28| 1.11000 1909475.28
EXCAVATION | | |
0005 1010.01 14890.000 m3 | 1.06000 15783.40| 1.06000 15783.40| 1.06000 15783.40
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1010.50 2761.000 m3 | 2.00000 5522.00| 2.00000 5522.00| 2.00000 5522.00
REMOVAL OF UNSUITABLE MATERIAL | | |
0007 1011.00 44826.000 kL | 1.95000 87410.70| 1.95000 87410.70| 1.95000 87410.70
WATER | | |
0008 1012.00 242.000 EACH| 54.00000 13068.00| 60.00000 14520.00| 60.00000 14520.00
RIGHT-OF-WAY MARKERS | | |
0009 1016.00 22.000 EACH| 250.00000 5500.00| 1200.00000 26400.00| 348.00000 7656.00
RE-ESTABLISH PROPERTY CORNER | | |
0010 1017.00 15.590 LS | 133112.00000 133112.00| 100000.00000 100000.00| 112000.00000 112000.00
CONSTRUCTION STAKING AND SURVEYING | | |
0011 1021.10 244.000 EACH| 1.00000 244.00| 1.00000 244.00| 1.00000 244.00
REMOVE DELINEATOR UNITS | | |
0012 1042.00 6030.000 m2 | 0.30000 1809.00| 0.30000 1809.00| 0.30000 1809.00
SALVAGING AND PLACING HYDRIC SOIL | | |
0013 1090.00 5.000 EACH| 500.00000 2500.00| 500.00000 2500.00| 500.00000 2500.00
ABANDON WELLS | | |
0014 1102.00 176.000 m2 | 2.25000 396.00| 2.25000 396.00| 2.25000 396.00
REMOVE ASPHALT SURFACE | | |
0015 1701.18 13.500 m | 37.43000 505.31| 37.43000 505.31| 37.43000 505.31
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0016 1701.24 393.000 m | 44.31000 17413.83| 44.31000 17413.83| 44.31000 17413.83
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0017 1701.36 30.000 m | 72.14000 2164.20| 72.14000 2164.20| 72.14000 2164.20
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -4
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 1703.42 32.500 m | 100.29000 3259.43| 100.29000 3259.43| 100.29000 3259.43
1050 mm DRIVEWAY CULVERT PIPE, TYPE 2,3 | | |
4 OR 5 | | |
0019 1703.72 22.000 m | 190.50000 4191.00| 190.50000 4191.00| 190.50000 4191.00
1800 mm DRIVEWAY CULVERT PIPE 2,3,4 OR | | |
0020 3017.50 29.000 m2 | 100.00000 2900.00| 80.00000 2320.00| 80.00000 2320.00
INTERLOCKING CONCRETE PAVER BLOCK | | |
0021 7017.00 352.000 m | 3.30000 1161.60| 3.30000 1161.60| 3.30000 1161.60
REMOVE GUARDRAIL | | |
0022 L006.00 87.000 ha | 150.00000 13050.00| 150.00000 13050.00| 275.00000 23925.00
COVER CROP SEEDING | | |
0023 L006.50 2.000 ha | 2000.00000 4000.00| 2000.00000 4000.00| 2000.00000 4000.00
TEMPORARY SEEDING | | |
0024 L020.01 12768.000 m2 | 5.00000 63840.00| 5.00000 63840.00| 5.00000 63840.00
EROSION CONTROL, TYPE A | | |
0025 L020.07 6030.000 m2 | 4.00000 24120.00| 4.00000 24120.00| 4.00000 24120.00
EROSION CONTROL, TYPE B-1 | | |
0026 L020.08 20175.000 m2 | 5.15000 103901.25| 5.15000 103901.25| 5.15000 103901.25
EROSION CONTROL, TYPE AA | | |
0027 L020.09 10612.000 m2 | 9.00000 95508.00| 9.00000 95508.00| 9.00000 95508.00
EROSION CONTROL, TYPE AAA | | |
0028 L020.10 11811.000 m2 | 1.25000 14763.75| 1.25000 14763.75| 1.25000 14763.75
EROSION CONTROL, TYPE HV | | |
0029 L021.01 625.000 BALE| 22.00000 13750.00| 22.00000 13750.00| 22.00000 13750.00
EROSION CHECKS, TYPE A | | |
0030 L021.06 885.000 BALE| 20.00000 17700.00| 20.00000 17700.00| 20.00000 17700.00
EROSION CHECKS, TYPE HV | | |
0031 L021.11 230.000 BALE| 24.00000 5520.00| 24.00000 5520.00| 24.00000 5520.00
EROSION CHECKS, TYPE ST-A | | |
0032 L021.13 306.000 BALE| 26.00000 7956.00| 26.00000 7956.00| 26.00000 7956.00
EROSION CHECKS, TYPE ST-AA | | |
0033 L021.15 855.000 BALE| 22.00000 18810.00| 22.00000 18810.00| 22.00000 18810.00
EROSION CHECKS, TYPE ST-HV | | |
0034 L021.16 75.000 BALE| 27.00000 2025.00| 27.00000 2025.00| 27.00000 2025.00
EROSION CHECKS, TYPE ST-AAA | | |
0035 L021.21 1776.000 BALE| 24.00000 42624.00| 24.00000 42624.00| 24.00000 42624.00
EROSION CHECKS, TYPE AA | | |
0036 L021.22 646.000 BALE| 25.00000 16150.00| 25.00000 16150.00| 25.00000 16150.00
EROSION CHECKS, TYPE AAA | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -5
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 L022.11 4322.500 m | 8.50000 36741.25| 8.50000 36741.25| 8.50000 36741.25
FABRIC SILT FENCE-LOW POROSITY | | |
0038 L022.12 180.000 m | 10.50000 1890.00| 10.50000 1890.00| 10.50000 1890.00
FABRIC SILT FENCE-HIGH POROSITY | | |
0039 P300.30 15.000 m | 67.00000 1005.00| 67.00000 1005.00| 85.00000 1275.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0040 P300.36 16.400 m | 75.00000 1230.00| 75.00000 1230.00| 105.00000 1722.00
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
SECTION TOTALS | $ 2,840,400.00| $ 2,735,560.00| $ 2,789,953.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0041 0030.40 LUMP| 44000.00000 44000.00| 56000.00000 56000.00| 50000.00000 50000.00
MOBILIZATION | | |
0042 1043.50 1635.000 m2 | 2.00000 3270.00| 2.00000 3270.00| 2.00000 3270.00
RIPRAP FILTER FABRIC | | |
0043 4040.00 60.000 EACH| 75.00000 4500.00| 75.00000 4500.00| 75.00000 4500.00
REMOVE HEADWALLS FROM CULVERTS | | |
0044 4044.00 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00
PREPARATION OF STRUCTURE AT STA 10+04 | | |
0045 4045.00 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 18+83 | | |
0046 4045.01 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 29+24 | | |
0047 4045.02 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 36+87 | | |
0048 4045.03 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 48+92 | | |
0049 4045.04 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 51+49 | | |
0050 4045.05 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 56+20 | | |
0051 4045.06 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 61+81 | | |
0052 4045.07 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 74+01 | | |
0053 4045.08 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 78+36 | | |
0054 4045.09 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 87+34 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -6
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0055 4045.10 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 101+88 | | |
0056 4045.11 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 138+60 | | |
0057 4045.12 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 144+17 | | |
0058 4050.01 5084.000 m3 | 12.00000 61008.00| 12.00000 61008.00| 12.00000 61008.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0059 4051.01 2478.000 m3 | 12.00000 29736.00| 12.00000 29736.00| 12.00000 29736.00
EXCAVATION FOR BOX CULVERTS | | |
0060 4100.06 2.400 m3 | 1000.00000 2400.00| 1000.00000 2400.00| 1000.00000 2400.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0061 4101.06 1639.340 m3 | 320.00000 524588.80| 320.00000 524588.80| 320.00000 524588.80
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0062 4150.00 176.000 kg | 2.00000 352.00| 2.00000 352.00| 2.00000 352.00
REINFORCING STEEL FOR HEADWALL | | |
0063 4151.00 104920.000 kg | 1.40000 146888.00| 1.40000 146888.00| 1.40000 146888.00
REINFORCING STEEL FOR BOX CULVERT | | |
0064 4310.24 43.000 EACH| 150.00000 6450.00| 150.00000 6450.00| 150.00000 6450.00
600 mm FLARED-END SECTION | | |
0065 4310.30 18.000 EACH| 250.00000 4500.00| 250.00000 4500.00| 250.00000 4500.00
750 mm FLARED-END SECTION | | |
0066 4310.42 16.000 EACH| 650.00000 10400.00| 650.00000 10400.00| 650.00000 10400.00
1050 mm FLARED-END SECTION | | |
0067 4310.48 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| 700.00000 1400.00
1200 mm FLARED-END SECTION | | |
0068 4310.54 2.000 EACH| 800.00000 1600.00| 800.00000 1600.00| 800.00000 1600.00
1350 mm FLARED-END SECTION | | |
0069 4310.60 6.000 EACH| 1100.00000 6600.00| 1100.00000 6600.00| 1100.00000 6600.00
1500 mm FLARED-END SECTION | | |
0070 4310.66 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| 1200.00000 2400.00
1650 mm FLARED-END SECTION | | |
0071 6105.01 482.000 Mg | 39.50000 19039.00| 39.50000 19039.00| 39.50000 19039.00
ROCK RIPRAP, TYPE A | | |
0072 6105.02 704.000 Mg | 39.50000 27808.00| 39.50000 27808.00| 39.50000 27808.00
ROCK RIPRAP, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -7
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0073 P255.24 109.200 m | 78.00000 8517.60| 78.00000 8517.60| 78.00000 8517.60
600 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0074 P255.30 125.600 m | 116.00000 14569.60| 116.00000 14569.60| 116.00000 14569.60
750 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0075 P255.42 296.500 m | 207.00000 61375.50| 207.00000 61375.50| 207.00000 61375.50
1050 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0076 P255.48 42.500 m | 236.00000 10030.00| 236.00000 10030.00| 236.00000 10030.00
1200 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0077 P255.60 29.500 m | 366.00000 10797.00| 366.00000 10797.00| 366.00000 10797.00
1500 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0078 P255.66 50.000 m | 402.00000 20100.00| 402.00000 20100.00| 402.00000 20100.00
1650 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0079 P300.24 58.900 m | 56.00000 3298.40| 56.00000 3298.40| 56.00000 3298.40
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0080 P310.42 74.500 m | 207.00000 15421.50| 207.00000 15421.50| 207.00000 15421.50
1050 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0081 P310.54 33.500 m | 270.00000 9045.00| 270.00000 9045.00| 270.00000 9045.00
1350 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0082 P310.60 73.000 m | 366.00000 26718.00| 366.00000 26718.00| 366.00000 26718.00
1500 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0083 P402.24 139.800 m | 56.00000 7828.80| 56.00000 7828.80| 56.00000 7828.80
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0084 P500.24 353.000 m | 78.00000 27534.00| 78.00000 27534.00| 78.00000 27534.00
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0085 P500.30 214.200 m | 116.00000 24847.20| 116.00000 24847.20| 116.00000 24847.20
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8 | | |
SECTION TOTALS | $ 1,152,022.40| $ 1,164,022.40| $ 1,158,022.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 18+90 QUAD 3.0M X 1.5M X 22.5 CONCRETE BOX CULVERT
| | |
0086 0030.40 LUMP| 3500.00000 3500.00| 2000.00000 2000.00| 5000.00000 5000.00
MOBILIZATION | | |
0087 4051.01 672.000 m3 | 10.00000 6720.00| 10.00000 6720.00| 10.00000 6720.00
EXCAVATION FOR BOX CULVERTS | | |
0088 4054.65 LUMP| 7000.00000 7000.00| 7000.00000 7000.00| 7000.00000 7000.00
TEMPORARY SHORING AT STA. 18+90 | | |
0089 4101.06 174.180 m3 | 320.00000 55737.60| 320.00000 55737.60| 320.00000 55737.60
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -8
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 4151.00 12765.000 kg | 1.40000 17871.00| 1.40000 17871.00| 1.40000 17871.00
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 90,828.60| $ 89,328.60| $ 92,328.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4B CONCRETE BOX CULVERT AT STA. 139+10 TWIN 3.6M X 3.6M X 27.5M CONCRETE BOX CULVERT
| | |
0091 0030.40 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 5000.00000 5000.00
MOBILIZATION | | |
0092 4051.01 884.000 m3 | 10.00000 8840.00| 10.00000 8840.00| 10.00000 8840.00
EXCAVATION FOR BOX CULVERTS | | |
0093 4101.06 239.080 m3 | 320.00000 76505.60| 320.00000 76505.60| 320.00000 76505.60
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0094 4151.00 15208.000 kg | 1.40000 21291.20| 1.40000 21291.20| 1.40000 21291.20
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 108,136.80| $ 108,636.80| $ 111,636.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 5 SEEDING
| | |
0095 0030.50 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 5000.00000 5000.00
MOBILIZATION | | |
0096 L001.01 76.000 ha | 1150.00000 87400.00| 1150.00000 87400.00| 1150.00000 87400.00
SEEDING, TYPE A | | |
0097 L001.02 11.000 ha | 950.00000 10450.00| 950.00000 10450.00| 950.00000 10450.00
SEEDING, TYPE B | | |
0098 L010.00 540.000 m2 | 12.00000 6480.00| 12.00000 6480.00| 12.00000 6480.00
SODDING | | |
0099 L020.00 34898.000 m2 | 1.25000 43622.50| 1.25000 43622.50| 1.25000 43622.50
EROSION CONTROL | | |
0100 L032.75 435.000 Mg | 110.00000 47850.00| 110.00000 47850.00| 110.00000 47850.00
MULCH | | |
SECTION TOTALS | $ 199,802.50| $ 200,802.50| $ 200,802.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6 BRIDGE AT STA. 9802+00 1-9.9M & 2-7.24M SPANS IT-300 WIDEN AND REHAB BRIDGE
| | |
0101 0030.60 LUMP| 30500.00000 30500.00| 15000.00000 15000.00| 15000.00000 15000.00
MOBILIZATION | | |
0102 3050.15 127.300 m3 | 274.00000 34880.20| 390.00000 49647.00| 390.00000 49647.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -9
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0103 3051.10 8130.000 kg | 1.49000 12113.70| 1.44000 11707.20| 1.44000 11707.20
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0104 6000.10 13.000 LS | 5980.00000 5980.00| 6500.00000 6500.00| 6500.00000 6500.00
ABUTMENT NO.1 EXCAVATION | | |
0105 6000.11 13.000 LS | 5980.00000 5980.00| 6500.00000 6500.00| 6500.00000 6500.00
ABUTMENT NO.2 EXCAVATION | | |
0106 6001.50 15.000 LS | 6900.00000 6900.00| 3500.00000 3500.00| 3500.00000 3500.00
BENT NO.1 EXCAVATION | | |
0107 6001.51 15.000 LS | 6900.00000 6900.00| 3500.00000 3500.00| 3500.00000 3500.00
BENT NO.2 EXCAVATION | | |
0108 6010.22 60.300 m3 | 488.00000 29426.40| 512.00000 30873.60| 512.00000 30873.60
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0109 6010.26 68.500 m3 | 494.00000 33839.00| 488.00000 33428.00| 488.00000 33428.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0110 6011.11 40.200 LS | 54800.00000 54800.00| 82000.00000 82000.00| 82000.00000 82000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 9802+00 | | |
0111 6030.00 1.000 EACH| 31340.00000 31340.00| 22900.00000 22900.00| 22900.00000 22900.00
PREPARATION OF BRIDGE AT STA. 9802+00 | | |
0112 6080.00 175.000 kg | 3.00000 525.00| 5.50000 962.50| 5.50000 962.50
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0113 6131.50 13165.000 kg | 1.45000 19089.25| 1.55000 20405.75| 1.55000 20405.75
EPOXY COATED REINFORCING STEEL | | |
0114 8091.00 45.000 m3 | 23.00000 1035.00| 18.00000 810.00| 18.00000 810.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 273,308.55| $ 287,734.05| $ 287,734.05
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6A BRIDGE AT STA. 22+60 27.432M SIMPLE SPAN NU900 CONCRETE GIRDER BRIDGE
| | |
0115 0030.60 LUMP| | |
MOBILIZATION | | |
0116 1043.50 328.000 m2 | | |
RIPRAP FILTER FABRIC | | |
0117 3050.15 126.500 m3 | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0118 3051.10 8250.000 kg | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -10
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0119 6000.10 14.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0120 6000.11 9.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0121 6010.22 62.600 m3 | | |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0122 6010.26 80.500 m3 | | |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0123 6011.11 57.000 LS | | |
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 22+60 | | |
0124 6040.00 1.000 EACH| | |
REMOVE STRUCTURE AT STA. 22+42.7 | | |
0125 6080.00 1510.000 kg | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0126 6105.02 317.000 Mg | | |
ROCK RIPRAP, TYPE B | | |
0127 6131.50 14430.000 kg | | |
EPOXY COATED REINFORCING STEEL | | |
0128 6210.50 667.800 m | | |
PIPE PILING | | |
0129 6310.00 367.900 m2 | | |
STEEL SHEET PILING | | |
0130 8091.00 260.000 m3 | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 6B BRIDGE AT STA. 22+60 27.432M SIMPLE SPAN W920 ROLLED BEAM GIRDER BRIDGE
| | |
0131 0030.60 LUMP| 31000.00000 31000.00| 32000.00000 32000.00| 15000.00000 15000.00
MOBILIZATION | | |
0132 1043.50 328.000 m2 | 7.00000 2296.00| 2.50000 820.00| 2.50000 820.00
RIPRAP FILTER FABRIC | | |
0133 3050.15 126.500 m3 | 274.00000 34661.00| 390.00000 49335.00| 390.00000 49335.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0134 3051.10 8250.000 kg | 1.50000 12375.00| 1.32000 10890.00| 1.32000 10890.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -11
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0135 6000.10 14.000 LS | 1840.00000 1840.00| 8500.00000 8500.00| 8500.00000 8500.00
ABUTMENT NO.1 EXCAVATION | | |
0136 6000.11 9.000 LS | 1840.00000 1840.00| 8500.00000 8500.00| 8500.00000 8500.00
ABUTMENT NO.2 EXCAVATION | | |
0137 6010.22 59.500 m3 | 498.00000 29631.00| 514.00000 30583.00| 514.00000 30583.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0138 6010.26 76.100 m3 | 501.00000 38126.10| 488.00000 37136.80| 488.00000 37136.80
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0139 6040.00 1.000 EACH| 7360.00000 7360.00| 6500.00000 6500.00| 6500.00000 6500.00
REMOVE STRUCTURE AT STA. 22+42.7 | | |
0140 6071.12 46090.000 LS | 67915.00000 67915.00| 92100.00000 92100.00| 92100.00000 92100.00
STEEL SUPERSTRUCTURE AT STA. 22+60 | | |
0141 6080.00 1510.000 kg | 3.50000 5285.00| 5.50000 8305.00| 5.50000 8305.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0142 6105.02 317.000 Mg | 46.50000 14740.50| 51.00000 16167.00| 51.00000 16167.00
ROCK RIPRAP, TYPE B | | |
0143 6131.50 14555.000 kg | 1.60000 23288.00| 1.55000 22560.25| 1.55000 22560.25
EPOXY COATED REINFORCING STEEL | | |
0144 6210.50 667.800 m | 100.20000 66913.56| 98.00000 65444.40| 98.00000 65444.40
PIPE PILING | | |
0145 6310.00 367.900 m2 | 160.70000 59121.53| 138.00000 50770.20| 138.00000 50770.20
STEEL SHEET PILING | | |
0146 8091.00 260.000 m3 | 20.50000 5330.00| 18.00000 4680.00| 18.00000 4680.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 401,722.69| $ 444,291.65| $ 427,291.65
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 6C BRIDGE AT STA. 157+16.40 24.384M SIMPLE SPAN PRESTRESSED NU-900 CONC GIRDER BR
| | |
0147 0030.60 LUMP| | 25000.00000 25000.00| 25000.00000 25000.00
MOBILIZATION | | |
0148 1043.50 600.000 m2 | | 5.25000 3150.00| 5.25000 3150.00
RIPRAP FILTER FABRIC | | |
0149 3050.15 126.500 m3 | | 425.00000 53762.50| 425.00000 53762.50
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0150 3051.10 8160.000 kg | | 1.20000 9792.00| 1.20000 9792.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0151 6000.10 16.000 LS | | 7500.00000 7500.00| 7500.00000 7500.00
ABUTMENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -12
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0152 6000.11 5.000 LS | | 7500.00000 7500.00| 7500.00000 7500.00
ABUTMENT NO.2 EXCAVATION | | |
0153 6010.22 54.300 m3 | | 405.00000 21991.50| 405.00000 21991.50
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0154 6010.26 63.500 m3 | | 425.00000 26987.50| 425.00000 26987.50
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0155 6011.11 41.300 LS | | 66600.00000 66600.00| 66600.00000 66600.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 157+16.40 | | |
0156 6040.00 1.000 EACH| | 15000.00000 15000.00| 15000.00000 15000.00
REMOVE STRUCTURE AT STA. 157+21.9 | | |
0157 6080.00 1805.000 kg | | 4.25000 7671.25| 4.25000 7671.25
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0158 6105.02 632.000 Mg | | 44.00000 27808.00| 44.00000 27808.00
ROCK RIPRAP, TYPE B | | |
0159 6131.50 13145.000 kg | | 1.20000 15774.00| 1.20000 15774.00
EPOXY COATED REINFORCING STEEL | | |
0160 6210.50 621.000 m | | 95.00000 58995.00| 95.00000 58995.00
PIPE PILING | | |
0161 6310.00 402.200 m2 | | 145.00000 58319.00| 145.00000 58319.00
STEEL SHEET PILING | | |
0162 8091.00 325.000 m3 | | 28.00000 9100.00| 28.00000 9100.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 0.00| $ 414,950.75| $ 414,950.75
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 6D BRIDGE AT STA. 157+16.4 24.384M SIMPLE SPAN W-920X313 STEEL GIRDER BRIDGE
| | |
0163 0030.60 LUMP| 31000.00000 31000.00| |
MOBILIZATION | | |
0164 1043.50 600.000 m2 | 6.05000 3630.00| |
RIPRAP FILTER FABRIC | | |
0165 3050.15 126.500 m3 | 274.00000 34661.00| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0166 3051.10 8155.000 kg | 1.72000 14026.60| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0167 6000.10 16.000 LS | 1840.00000 1840.00| |
ABUTMENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -13
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0168 6000.11 5.000 LS | 1840.00000 1840.00| |
ABUTMENT NO.2 EXCAVATION | | |
0169 6010.22 54.300 m3 | 496.00000 26932.80| |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0170 6010.26 71.600 m3 | 507.00000 36301.20| |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0171 6040.00 1.000 EACH| 7360.00000 7360.00| |
REMOVE STRUCTURE AT STA. 157+21.9 | | |
0172 6071.12 32895.000 LS | 51720.00000 51720.00| |
STEEL SUPERSTRUCTURE AT STA. 157+16.4 | | |
0173 6080.00 1805.000 kg | 3.30000 5956.50| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0174 6105.02 633.000 Mg | 46.00000 29118.00| |
ROCK RIPRAP, TYPE B | | |
0175 6131.50 13155.000 kg | 1.48000 19469.40| |
EPOXY COATED REINFORCING STEEL | | |
0176 6210.50 621.000 m | 106.00000 65826.00| |
PIPE PILING | | |
0177 6310.00 402.200 m2 | 165.75000 66664.65| |
STEEL SHEET PILING | | |
0178 8091.00 325.000 m3 | 21.00000 6825.00| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 403,171.15| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 6E BRIDGE AT STA. 92+93.5 2-14.405M & 1-19.960M SPANS PRESTRESSED IT-600 GIRDER BR
| | |
0179 0030.60 LUMP| 33900.00000 33900.00| 40000.00000 40000.00| 40000.00000 40000.00
MOBILIZATION | | |
0180 1043.50 405.000 m2 | 6.30000 2551.50| 2.50000 1012.50| 2.50000 1012.50
RIPRAP FILTER FABRIC | | |
0181 3050.15 126.500 m3 | 270.00000 34155.00| 225.00000 28462.50| 225.00000 28462.50
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0182 3051.10 8095.000 kg | 1.49000 12061.55| 1.30000 10523.50| 1.30000 10523.50
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0183 6000.10 5.000 LS | 3220.00000 3220.00| 7500.00000 7500.00| 7500.00000 7500.00
ABUTMENT NO.1 EXCAVATION | | |
0184 6000.11 5.000 LS | 3220.00000 3220.00| 7500.00000 7500.00| 7500.00000 7500.00
ABUTMENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -14
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0185 6001.50 20.000 LS | 9890.00000 9890.00| 23250.00000 23250.00| 23250.00000 23250.00
BENT NO.1 EXCAVATION | | |
0186 6001.51 20.000 LS | 9890.00000 9890.00| 23250.00000 23250.00| 23250.00000 23250.00
BENT NO.2 EXCAVATION | | |
0187 6010.22 130.400 m3 | 515.00000 67156.00| 465.00000 60636.00| 465.00000 60636.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0188 6010.26 120.000 m3 | 461.00000 55320.00| 470.00000 56400.00| 470.00000 56400.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0189 6011.11 123.200 LS | 131420.00000 131420.00| 125000.00000 125000.00| 125000.00000 125000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 92+93.50 | | |
0190 6040.00 1.000 EACH| 36216.00000 36216.00| 30000.00000 30000.00| 30000.00000 30000.00
REMOVE STRUCTURE AT STA. 92+92.9 | | |
0191 6080.00 1820.000 kg | 3.50000 6370.00| 3.50000 6370.00| 3.50000 6370.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0192 6105.01 32.000 Mg | 45.00000 1440.00| 43.00000 1376.00| 43.00000 1376.00
ROCK RIPRAP, TYPE A | | |
0193 6105.02 251.000 Mg | 45.00000 11295.00| 43.00000 10793.00| 43.00000 10793.00
ROCK RIPRAP, TYPE B | | |
0194 6131.50 17945.000 kg | 1.46000 26199.70| 1.30000 23328.50| 1.30000 23328.50
EPOXY COATED REINFORCING STEEL | | |
0195 6210.50 750.200 m | 99.00000 74269.80| 90.00000 67518.00| 90.00000 67518.00
PIPE PILING | | |
0196 6310.00 357.200 m2 | 169.50000 60545.40| 135.00000 48222.00| 135.00000 48222.00
STEEL SHEET PILING | | |
0197 8091.00 100.000 m3 | 21.00000 2100.00| 42.50000 4250.00| 42.50000 4250.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 581,219.95| $ 575,392.00| $ 575,392.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0012 GROUP 7 GUARDRAIL
| | |
0198 0030.70 LUMP| 2200.00000 2200.00| 1200.00000 1200.00| 1200.00000 1200.00
MOBILIZATION | | |
0199 7011.20 244.000 m | 36.55000 8918.20| 36.55000 8918.20| 36.55000 8918.20
W-BEAM GUARDRAIL | | |
0200 7020.00 16.000 EACH| 1978.00000 31648.00| 1978.00000 31648.00| 1978.00000 31648.00
BRIDGE APPROACH SECTIONS | | |
0201 7024.27 16.000 EACH| 1443.00000 23088.00| 1443.00000 23088.00| 1443.00000 23088.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 65,854.20| $ 64,854.20| $ 64,854.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0013 GROUP 9 BITUMINOUS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -15
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0202 0002.55 155.900 StaM| 18.45000 2876.36| 23.00000 3585.70| 22.50000 3507.75
OVERLAY BROKEN LINES | | |
0203 0002.60 311.800 StaM| 18.20000 5674.76| 26.00000 8106.80| 22.50000 7015.50
OVERLAY SOLID LINES | | |
0204 0030.90 LUMP| 41000.00000 41000.00| 73000.00000 73000.00| 100000.00000 100000.00
MOBILIZATION | | |
0205 1020.03 166.000 EACH| 13.50000 2241.00| 8.00000 1328.00| 8.00000 1328.00
DELINEATOR, TYPE III | | |
0206 1020.20 78.000 EACH| 21.00000 1638.00| 25.00000 1950.00| 25.00000 1950.00
INSTALL CHEVRONS | | |
0207 2001.00 848.000 m3 | 15.65000 13271.20| 9.50000 8056.00| 14.36000 12177.28
GRAVEL SURFACE COURSE | | |
0208 2021.00 3.000 EACH| 50.00000 150.00| 50.00000 150.00| 50.00000 150.00
MAILBOX POST | | |
0209 7512.14 9.000 m | 107.00000 963.00| 100.00000 900.00| 100.00000 900.00
600 mm WHITE PREFORMED PAVEMENT MARKING | | |
TYPE 4, GROOVED | | |
0210 9000.75 200.000 Mg | 21.25000 4250.00| 21.17000 4234.00| 21.85000 4370.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP4(12.5) | | |
0211 9005.00 100.000 Mg | 25.50000 2550.00| 31.17000 3117.00| 42.72000 4272.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0212 9005.45 64050.000 Mg | 21.25000 1361062.50| 21.17000 1355938.50| 21.85000 1399492.50
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0213 9009.00 1902.000 m2 | 1.95000 3708.90| 3.50000 6657.00| 2.50000 4755.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0214 9020.94 10.800 Mg | 293.80000 3173.04| 275.00000 2970.00| 275.00000 2970.00
PERFORMANCE GRADED BINDER (64-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0215 9021.08 3464.100 Mg | 293.80000 1017752.58| 275.00000 952627.50| 275.00000 952627.50
PERFORMANCE GRADED BINDER (64-28) | | |
0216 9034.00 1902.000 m2 | 2.30000 4374.60| 2.50000 4755.00| 1.68000 3195.36
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0217 9053.00 67260.000 L | 0.21000 14124.60| 0.26000 17487.60| 0.25000 16815.00
TACK COAT | | |
0218 9111.00 2870.000 kL | 2.20000 6314.00| 2.00000 5740.00| 1.00000 2870.00
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -16
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0219 9170.00 328.890 StaM| 78.50000 25817.87| 185.00000 60844.65| 78.75000 25900.09
EARTH SHOULDER CONSTRUCTION | | |
0220 9173.00 156.911 StaM| 425.00000 66687.18| 575.00000 90223.83| 742.05000 116435.81
SUBGRADE PREPARATION | | |
0221 9173.15 11.400 StaM| 345.00000 3933.00| 100.00000 1140.00| 65.00000 741.00
TRENCHED WIDENING | | |
0222 9179.21 3.250 StaM| 538.00000 1748.50| 521.00000 1693.25| 506.12000 1644.89
COLD MILLING, CLASS 1 | | |
0223 9179.23 12.696 StaM| 550.00000 6982.80| 532.00000 6754.27| 516.12000 6552.66
COLD MILLING, CLASS 3 | | |
0224 9179.24 165.040 StaM| 1310.80000 216334.43| 1580.00000 260763.20| 1412.02000 233039.78
COLD MILLING, CLASS 4 | | |
0225 9188.50 502.000 m2 | 22.50000 11295.00| 25.00000 12550.00| 20.20000 10140.40
SURFACING UNDER GUARDRAIL | | |
0226 9300.52 14.942 LS | 3000.00000 3000.00| 5000.00000 5000.00| 2741.25000 2741.25
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
SECTION TOTALS | $ 2,820,923.32| $ 2,889,572.30| $ 2,915,591.77
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0014 GROUP 10 GENERAL ITEMS
| | |
0227 0001.08 3376.000 BDAY| 0.50000 1688.00| 0.50000 1688.00| 0.50000 1688.00
BARRICADE, TYPE II | | |
0228 0001.10 18744.000 BDAY| 3.00000 56232.00| 2.00000 37488.00| 1.50000 28116.00
BARRICADE, TYPE III | | |
0229 0001.75 270.000 EACH| 5.10000 1377.00| 6.00000 1620.00| 2.25000 607.50
TEMPORARY SIGN DAY | | |
0230 0001.90 26882.000 EACH| 0.36000 9677.52| 0.50000 13441.00| 0.25000 6720.50
SIGN DAY | | |
0231 0001.98 4600.000 EACH| 0.53000 2438.00| 1.00000 4600.00| 1.00000 4600.00
CONTRACTOR FURNISHED SIGN | | |
0232 0002.30 500.000 m | 1.60000 800.00| 1.00000 500.00| 1.00000 500.00
PAVEMENT MARKING REMOVAL | | |
0233 0002.39 5000.000 m | 2.60000 13000.00| 2.25000 11250.00| 2.25000 11250.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0234 0002.47 2500.000 m | 1.70000 4250.00| 1.00000 2500.00| 1.00000 2500.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0235 0003.10 60.000 DAY | 163.00000 9780.00| 185.00000 11100.00| 190.24000 11414.40
FLAGGING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -17
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 1 ) 2252 |( 2 ) 0083 |( 3 ) 3606
|PAULSEN, INC. |WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0236 0003.51 265.200 m | 34.25000 9083.10| 26.00000 6895.20| 21.45000 5688.54
INSTALL CONCRETE PROTECTION BARRIER | | |
0237 0003.56 265.200 m | 11.50000 3049.80| 10.50000 2784.60| 9.04000 2397.41
RELOCATE CONCRETE PROTECTION BARRIER | | |
0238 0003.70 2.000 EACH| 325.00000 650.00| 300.00000 600.00| 300.00000 600.00
TEMPORARY RUMBLE STRIP | | |
0239 0003.75 2.000 EACH| 11250.00000 22500.00| 10500.00000 21000.00| 28317.00000 56634.00
TEMPORARY TRAFFIC SIGNAL | | |
0240 0005.10 486.000 DAY | 90.00000 43740.00| 100.00000 48600.00| 77.19000 37514.34
TRAFFIC CONTROL MANAGEMENT | | |
0241 0010.04 1.000 EACH| 1300.00000 1300.00| 2500.00000 2500.00| 1173.25000 1173.25
FIELD OFFICE | | |
0242 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0243 0030.00 LUMP| 4300.00000 4300.00| 10000.00000 10000.00| 20000.00000 20000.00
MOBILIZATION | | |
0244 9110.01 110.000 HOUR| 44.00000 4840.00| 65.00000 7150.00| 66.12000 7273.20
RENTAL OF LOADER, FULLY OPERATED | | |
0245 9110.02 210.000 HOUR| 134.00000 28140.00| 125.00000 26250.00| 125.00000 26250.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0246 9110.03 110.000 HOUR| 38.00000 4180.00| 50.00000 5500.00| 60.40000 6644.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0247 9110.06 100.000 HOUR| 42.00000 4200.00| 65.00000 6500.00| 71.14000 7114.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0248 9110.07 110.000 HOUR| 29.50000 3245.00| 40.00000 4400.00| 42.39000 4662.90
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0249 9110.09 210.000 HOUR| 70.00000 14700.00| 65.00000 13650.00| 65.00000 13650.00
RENTAL OF TRACTOR AND SCRAPER, FULLY | | |
OPERATED | | |
SECTION TOTALS | $ 243,970.42| $ 240,816.80| $ 257,798.04
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 9,181,360.58| $ 9,215,962.05| $ 9,296,355.76
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -18
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 4 ) 2951 |( 5 ) 1816 |( 6 ) 0574
|AMES CONSTRUCTION, INC. |COMMERCIAL CONTRACTORS EQUI |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 186146.31000 186146.31| 130000.00000 130000.00| 50000.00000 50000.00
MOBILIZATION | | |
0002 1000.00 110.000 EACH| 100.00000 11000.00| 100.00000 11000.00| 50.00000 5500.00
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| 5000.00000 5000.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.00 1720248.000 m3 | 1.09000 1875070.32| 1.17000 2012690.16| 1.14000 1961082.72
EXCAVATION | | |
0005 1010.01 14890.000 m3 | 2.60000 38714.00| 1.10000 16379.00| 1.09000 16230.10
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1010.50 2761.000 m3 | 1.55000 4279.55| 2.00000 5522.00| 2.05000 5660.05
REMOVAL OF UNSUITABLE MATERIAL | | |
0007 1011.00 44826.000 kL | 1.91000 85617.66| 4.15000 186027.90| 2.00000 89652.00
WATER | | |
0008 1012.00 242.000 EACH| 94.00000 22748.00| 57.50000 13915.00| 62.00000 15004.00
RIGHT-OF-WAY MARKERS | | |
0009 1016.00 22.000 EACH| 361.00000 7942.00| 350.00000 7700.00| 360.00000 7920.00
RE-ESTABLISH PROPERTY CORNER | | |
0010 1017.00 15.590 LS | 114000.00000 114000.00| 120000.00000 120000.00| 115000.00000 115000.00
CONSTRUCTION STAKING AND SURVEYING | | |
0011 1021.10 244.000 EACH| 5.00000 1220.00| 7.00000 1708.00| 1.00000 244.00
REMOVE DELINEATOR UNITS | | |
0012 1042.00 6030.000 m2 | 0.46000 2773.80| 0.25000 1507.50| 0.30000 1809.00
SALVAGING AND PLACING HYDRIC SOIL | | |
0013 1090.00 5.000 EACH| 900.00000 4500.00| 650.00000 3250.00| 500.00000 2500.00
ABANDON WELLS | | |
0014 1102.00 176.000 m2 | 5.72000 1006.72| 4.00000 704.00| 2.30000 404.80
REMOVE ASPHALT SURFACE | | |
0015 1701.18 13.500 m | 46.45000 627.08| 48.00000 648.00| 39.00000 526.50
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0016 1701.24 393.000 m | 54.01000 21225.93| 52.00000 20436.00| 45.00000 17685.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0017 1701.36 30.000 m | 83.43000 2502.90| 83.00000 2490.00| 74.00000 2220.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -19
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 4 ) 2951 |( 5 ) 1816 |( 6 ) 0574
|AMES CONSTRUCTION, INC. |COMMERCIAL CONTRACTORS EQUI |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 1703.42 32.500 m | 116.00000 3770.00| 120.00000 3900.00| 102.00000 3315.00
1050 mm DRIVEWAY CULVERT PIPE, TYPE 2,3 | | |
4 OR 5 | | |
0019 1703.72 22.000 m | 234.00000 5148.00| 248.00000 5456.00| 195.00000 4290.00
1800 mm DRIVEWAY CULVERT PIPE 2,3,4 OR | | |
0020 3017.50 29.000 m2 | 83.00000 2407.00| 80.00000 2320.00| 82.00000 2378.00
INTERLOCKING CONCRETE PAVER BLOCK | | |
0021 7017.00 352.000 m | 6.43000 2263.36| 5.00000 1760.00| 3.40000 1196.80
REMOVE GUARDRAIL | | |
0022 L006.00 87.000 ha | 257.89000 22436.43| 225.00000 19575.00| 95.00000 8265.00
COVER CROP SEEDING | | |
0023 L006.50 2.000 ha | 2063.08000 4126.16| 2000.00000 4000.00| 2050.00000 4100.00
TEMPORARY SEEDING | | |
0024 L020.01 12768.000 m2 | 5.16000 65882.88| 5.00000 63840.00| 5.00000 63840.00
EROSION CONTROL, TYPE A | | |
0025 L020.07 6030.000 m2 | 4.13000 24903.90| 4.00000 24120.00| 4.00000 24120.00
EROSION CONTROL, TYPE B-1 | | |
0026 L020.08 20175.000 m2 | 5.31000 107129.25| 5.15000 103901.25| 5.00000 100875.00
EROSION CONTROL, TYPE AA | | |
0027 L020.09 10612.000 m2 | 9.28000 98479.36| 9.00000 95508.00| 9.00000 95508.00
EROSION CONTROL, TYPE AAA | | |
0028 L020.10 11811.000 m2 | 1.29000 15236.19| 1.25000 14763.75| 1.30000 15354.30
EROSION CONTROL, TYPE HV | | |
0029 L021.01 625.000 BALE| 22.69000 14181.25| 22.00000 13750.00| 23.00000 14375.00
EROSION CHECKS, TYPE A | | |
0030 L021.06 885.000 BALE| 20.63000 18257.55| 20.00000 17700.00| 21.00000 18585.00
EROSION CHECKS, TYPE HV | | |
0031 L021.11 230.000 BALE| 24.76000 5694.80| 24.00000 5520.00| 25.00000 5750.00
EROSION CHECKS, TYPE ST-A | | |
0032 L021.13 306.000 BALE| 26.82000 8206.92| 26.00000 7956.00| 27.00000 8262.00
EROSION CHECKS, TYPE ST-AA | | |
0033 L021.15 855.000 BALE| 22.69000 19399.95| 22.00000 18810.00| 23.00000 19665.00
EROSION CHECKS, TYPE ST-HV | | |
0034 L021.16 75.000 BALE| 27.85000 2088.75| 27.00000 2025.00| 27.00000 2025.00
EROSION CHECKS, TYPE ST-AAA | | |
0035 L021.21 1776.000 BALE| 24.76000 43973.76| 24.00000 42624.00| 25.00000 44400.00
EROSION CHECKS, TYPE AA | | |
0036 L021.22 646.000 BALE| 25.79000 16660.34| 25.00000 16150.00| 25.00000 16150.00
EROSION CHECKS, TYPE AAA | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -20
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 4 ) 2951 |( 5 ) 1816 |( 6 ) 0574
|AMES CONSTRUCTION, INC. |COMMERCIAL CONTRACTORS EQUI |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 L022.11 4322.500 m | 8.77000 37908.33| 8.50000 36741.25| 9.00000 38902.50
FABRIC SILT FENCE-LOW POROSITY | | |
0038 L022.12 180.000 m | 10.83000 1949.40| 10.50000 1890.00| 10.00000 1800.00
FABRIC SILT FENCE-HIGH POROSITY | | |
0039 P300.30 15.000 m | 106.32000 1594.80| 70.00000 1050.00| 77.00000 1155.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0040 P300.36 16.400 m | 125.70000 2061.48| 85.00000 1394.00| 92.00000 1508.80
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
SECTION TOTALS | $ 2,933,134.13| $ 3,078,731.81| $ 2,792,258.57
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0041 0030.40 LUMP| 36103.91000 36103.91| 47000.00000 47000.00| 36000.00000 36000.00
MOBILIZATION | | |
0042 1043.50 1635.000 m2 | 2.06000 3368.10| 2.00000 3270.00| 2.05000 3351.75
RIPRAP FILTER FABRIC | | |
0043 4040.00 60.000 EACH| 77.37000 4642.20| 75.00000 4500.00| 77.00000 4620.00
REMOVE HEADWALLS FROM CULVERTS | | |
0044 4044.00 1.000 EACH| 2063.08000 2063.08| 2000.00000 2000.00| 2000.00000 2000.00
PREPARATION OF STRUCTURE AT STA 10+04 | | |
0045 4045.00 1.000 EACH| 1031.54000 1031.54| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 18+83 | | |
0046 4045.01 1.000 EACH| 1031.54000 1031.54| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 29+24 | | |
0047 4045.02 1.000 EACH| 1031.54000 1031.54| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 36+87 | | |
0048 4045.03 1.000 EACH| 1031.54000 1031.54| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 48+92 | | |
0049 4045.04 1.000 EACH| 1031.54000 1031.54| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 51+49 | | |
0050 4045.05 1.000 EACH| 1031.54000 1031.54| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 56+20 | | |
0051 4045.06 1.000 EACH| 1031.54000 1031.54| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 61+81 | | |
0052 4045.07 1.000 EACH| 1031.54000 1031.54| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 74+01 | | |
0053 4045.08 1.000 EACH| 1031.54000 1031.54| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 78+36 | | |
0054 4045.09 1.000 EACH| 1031.54000 1031.54| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 87+34 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -21
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 4 ) 2951 |( 5 ) 1816 |( 6 ) 0574
|AMES CONSTRUCTION, INC. |COMMERCIAL CONTRACTORS EQUI |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0055 4045.10 1.000 EACH| 1031.54000 1031.54| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 101+88 | | |
0056 4045.11 1.000 EACH| 1031.54000 1031.54| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 138+60 | | |
0057 4045.12 1.000 EACH| 1031.54000 1031.54| 1000.00000 1000.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 144+17 | | |
0058 4050.01 5084.000 m3 | 12.38000 62939.92| 12.00000 61008.00| 12.30000 62533.20
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0059 4051.01 2478.000 m3 | 12.38000 30677.64| 12.00000 29736.00| 12.30000 30479.40
EXCAVATION FOR BOX CULVERTS | | |
0060 4100.06 2.400 m3 | 1031.54000 2475.70| 1000.00000 2400.00| 1000.00000 2400.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0061 4101.06 1639.340 m3 | 320.00000 524588.80| 333.00000 545900.22| 330.00000 540982.20
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0062 4150.00 176.000 kg | 2.06000 362.56| 2.00000 352.00| 2.05000 360.80
REINFORCING STEEL FOR HEADWALL | | |
0063 4151.00 104920.000 kg | 1.44000 151084.80| 1.40000 146888.00| 1.40000 146888.00
REINFORCING STEEL FOR BOX CULVERT | | |
0064 4310.24 43.000 EACH| 154.73000 6653.39| 150.00000 6450.00| 155.00000 6665.00
600 mm FLARED-END SECTION | | |
0065 4310.30 18.000 EACH| 257.89000 4642.02| 250.00000 4500.00| 260.00000 4680.00
750 mm FLARED-END SECTION | | |
0066 4310.42 16.000 EACH| 670.50000 10728.00| 650.00000 10400.00| 665.00000 10640.00
1050 mm FLARED-END SECTION | | |
0067 4310.48 2.000 EACH| 722.08000 1444.16| 700.00000 1400.00| 720.00000 1440.00
1200 mm FLARED-END SECTION | | |
0068 4310.54 2.000 EACH| 825.23000 1650.46| 800.00000 1600.00| 820.00000 1640.00
1350 mm FLARED-END SECTION | | |
0069 4310.60 6.000 EACH| 1134.70000 6808.20| 1100.00000 6600.00| 1130.00000 6780.00
1500 mm FLARED-END SECTION | | |
0070 4310.66 2.000 EACH| 1237.85000 2475.70| 1200.00000 2400.00| 1230.00000 2460.00
1650 mm FLARED-END SECTION | | |
0071 6105.01 482.000 Mg | 40.75000 19641.50| 39.50000 19039.00| 41.00000 19762.00
ROCK RIPRAP, TYPE A | | |
0072 6105.02 704.000 Mg | 40.75000 28688.00| 39.50000 27808.00| 41.00000 28864.00
ROCK RIPRAP, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -22
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 4 ) 2951 |( 5 ) 1816 |( 6 ) 0574
|AMES CONSTRUCTION, INC. |COMMERCIAL CONTRACTORS EQUI |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0073 P255.24 109.200 m | 80.46000 8786.23| 78.00000 8517.60| 80.00000 8736.00
600 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0074 P255.30 125.600 m | 119.66000 15029.30| 116.00000 14569.60| 120.00000 15072.00
750 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0075 P255.42 296.500 m | 213.53000 63311.65| 207.00000 61375.50| 215.00000 63747.50
1050 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0076 P255.48 42.500 m | 243.44000 10346.20| 236.00000 10030.00| 242.00000 10285.00
1200 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0077 P255.60 29.500 m | 377.54000 11137.43| 366.00000 10797.00| 375.00000 11062.50
1500 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0078 P255.66 50.000 m | 414.68000 20734.00| 402.00000 20100.00| 412.00000 20600.00
1650 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0079 P300.24 58.900 m | 59.83000 3523.99| 56.00000 3298.40| 58.00000 3416.20
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0080 P310.42 74.500 m | 213.53000 15907.99| 207.00000 15421.50| 212.00000 15794.00
1050 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0081 P310.54 33.500 m | 278.52000 9330.42| 270.00000 9045.00| 277.00000 9279.50
1350 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0082 P310.60 73.000 m | 377.54000 27560.42| 366.00000 26718.00| 375.00000 27375.00
1500 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0083 P402.24 139.800 m | 57.77000 8076.25| 56.00000 7828.80| 58.00000 8108.40
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0084 P500.24 353.000 m | 80.46000 28402.38| 78.00000 27534.00| 80.00000 28240.00
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0085 P500.30 214.200 m | 119.66000 25631.17| 116.00000 24847.20| 120.00000 25704.00
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8 | | |
SECTION TOTALS | $ 1,162,225.59| $ 1,176,333.82| $ 1,172,966.45
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 18+90 QUAD 3.0M X 1.5M X 22.5 CONCRETE BOX CULVERT
| | |
0086 0030.40 LUMP| 2063.08000 2063.08| 2000.00000 2000.00| 2000.00000 2000.00
MOBILIZATION | | |
0087 4051.01 672.000 m3 | 10.32000 6935.04| 10.00000 6720.00| 10.25000 6888.00
EXCAVATION FOR BOX CULVERTS | | |
0088 4054.65 LUMP| 7220.78000 7220.78| 7000.00000 7000.00| 7200.00000 7200.00
TEMPORARY SHORING AT STA. 18+90 | | |
0089 4101.06 174.180 m3 | 330.09000 57495.08| 320.00000 55737.60| 330.00000 57479.40
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -23
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 4 ) 2951 |( 5 ) 1816 |( 6 ) 0574
|AMES CONSTRUCTION, INC. |COMMERCIAL CONTRACTORS EQUI |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 4151.00 12765.000 kg | 1.44000 18381.60| 1.40000 17871.00| 1.40000 17871.00
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 92,095.58| $ 89,328.60| $ 91,438.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4B CONCRETE BOX CULVERT AT STA. 139+10 TWIN 3.6M X 3.6M X 27.5M CONCRETE BOX CULVERT
| | |
0091 0030.40 LUMP| 2063.08000 2063.08| 2000.00000 2000.00| 2100.00000 2100.00
MOBILIZATION | | |
0092 4051.01 884.000 m3 | 10.32000 9122.88| 10.00000 8840.00| 10.25000 9061.00
EXCAVATION FOR BOX CULVERTS | | |
0093 4101.06 239.080 m3 | 330.09000 78917.92| 320.00000 76505.60| 330.00000 78896.40
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0094 4151.00 15208.000 kg | 1.44000 21899.52| 1.40000 21291.20| 1.40000 21291.20
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 112,003.40| $ 108,636.80| $ 111,348.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 5 SEEDING
| | |
0095 0030.50 LUMP| 5157.70000 5157.70| 5000.00000 5000.00| 5200.00000 5200.00
MOBILIZATION | | |
0096 L001.01 76.000 ha | 1186.27000 90156.52| 1150.00000 87400.00| 1178.00000 89528.00
SEEDING, TYPE A | | |
0097 L001.02 11.000 ha | 979.96000 10779.56| 950.00000 10450.00| 975.00000 10725.00
SEEDING, TYPE B | | |
0098 L010.00 540.000 m2 | 12.38000 6685.20| 12.00000 6480.00| 13.00000 7020.00
SODDING | | |
0099 L020.00 34898.000 m2 | 1.29000 45018.42| 1.25000 43622.50| 1.30000 45367.40
EROSION CONTROL | | |
0100 L032.75 435.000 Mg | 113.47000 49359.45| 110.00000 47850.00| 112.00000 48720.00
MULCH | | |
SECTION TOTALS | $ 207,156.85| $ 200,802.50| $ 206,560.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6 BRIDGE AT STA. 9802+00 1-9.9M & 2-7.24M SPANS IT-300 WIDEN AND REHAB BRIDGE
| | |
0101 0030.60 LUMP| 24000.00000 24000.00| 26450.00000 26450.00| 16000.00000 16000.00
MOBILIZATION | | |
0102 3050.15 127.300 m3 | 277.11000 35276.10| 274.00000 34880.20| 400.00000 50920.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -24
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 4 ) 2951 |( 5 ) 1816 |( 6 ) 0574
|AMES CONSTRUCTION, INC. |COMMERCIAL CONTRACTORS EQUI |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0103 3051.10 8130.000 kg | 1.26000 10243.80| 1.49000 12113.70| 1.50000 12195.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0104 6000.10 13.000 LS | 2100.00000 2100.00| 5980.00000 5980.00| 6700.00000 6700.00
ABUTMENT NO.1 EXCAVATION | | |
0105 6000.11 13.000 LS | 2100.00000 2100.00| 5980.00000 5980.00| 6700.00000 6700.00
ABUTMENT NO.2 EXCAVATION | | |
0106 6001.50 15.000 LS | 2100.00000 2100.00| 6900.00000 6900.00| 3600.00000 3600.00
BENT NO.1 EXCAVATION | | |
0107 6001.51 15.000 LS | 2100.00000 2100.00| 6900.00000 6900.00| 3600.00000 3600.00
BENT NO.2 EXCAVATION | | |
0108 6010.22 60.300 m3 | 505.78000 30498.53| 488.00000 29426.40| 525.00000 31657.50
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0109 6010.26 68.500 m3 | 808.71000 55396.64| 494.00000 33839.00| 500.00000 34250.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0110 6011.11 40.200 LS | 52000.00000 52000.00| 61800.00000 61800.00| 85000.00000 85000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 9802+00 | | |
0111 6030.00 1.000 EACH| 16400.00000 16400.00| 31340.00000 31340.00| 24000.00000 24000.00
PREPARATION OF BRIDGE AT STA. 9802+00 | | |
0112 6080.00 175.000 kg | 3.97000 694.75| 3.00000 525.00| 5.65000 988.75
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0113 6131.50 13165.000 kg | 1.31000 17246.15| 1.45000 19089.25| 1.60000 21064.00
EPOXY COATED REINFORCING STEEL | | |
0114 8091.00 45.000 m3 | 26.33000 1184.85| 23.00000 1035.00| 19.00000 855.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 251,340.82| $ 276,258.55| $ 297,530.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6A BRIDGE AT STA. 22+60 27.432M SIMPLE SPAN NU900 CONCRETE GIRDER BRIDGE
| | |
0115 0030.60 LUMP| | |
MOBILIZATION | | |
0116 1043.50 328.000 m2 | | |
RIPRAP FILTER FABRIC | | |
0117 3050.15 126.500 m3 | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0118 3051.10 8250.000 kg | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -25
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 4 ) 2951 |( 5 ) 1816 |( 6 ) 0574
|AMES CONSTRUCTION, INC. |COMMERCIAL CONTRACTORS EQUI |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0119 6000.10 14.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0120 6000.11 9.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0121 6010.22 62.600 m3 | | |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0122 6010.26 80.500 m3 | | |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0123 6011.11 57.000 LS | | |
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 22+60 | | |
0124 6040.00 1.000 EACH| | |
REMOVE STRUCTURE AT STA. 22+42.7 | | |
0125 6080.00 1510.000 kg | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0126 6105.02 317.000 Mg | | |
ROCK RIPRAP, TYPE B | | |
0127 6131.50 14430.000 kg | | |
EPOXY COATED REINFORCING STEEL | | |
0128 6210.50 667.800 m | | |
PIPE PILING | | |
0129 6310.00 367.900 m2 | | |
STEEL SHEET PILING | | |
0130 8091.00 260.000 m3 | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 6B BRIDGE AT STA. 22+60 27.432M SIMPLE SPAN W920 ROLLED BEAM GIRDER BRIDGE
| | |
0131 0030.60 LUMP| 34000.00000 34000.00| 25185.00000 25185.00| 15000.00000 15000.00
MOBILIZATION | | |
0132 1043.50 328.000 m2 | 2.09000 685.52| 7.00000 2296.00| 2.60000 852.80
RIPRAP FILTER FABRIC | | |
0133 3050.15 126.500 m3 | 278.31000 35206.22| 274.00000 34661.00| 400.00000 50600.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0134 3051.10 8250.000 kg | 1.28000 10560.00| 1.50000 12375.00| 1.35000 11137.50
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -26
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 4 ) 2951 |( 5 ) 1816 |( 6 ) 0574
|AMES CONSTRUCTION, INC. |COMMERCIAL CONTRACTORS EQUI |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0135 6000.10 14.000 LS | 2082.04000 2082.04| 1840.00000 1840.00| 8800.00000 8800.00
ABUTMENT NO.1 EXCAVATION | | |
0136 6000.11 9.000 LS | 2082.04000 2082.04| 1840.00000 1840.00| 8800.00000 8800.00
ABUTMENT NO.2 EXCAVATION | | |
0137 6010.22 59.500 m3 | 336.63000 20029.49| 498.00000 29631.00| 530.00000 31535.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0138 6010.26 76.100 m3 | 718.86000 54705.25| 501.00000 38126.10| 500.00000 38050.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0139 6040.00 1.000 EACH| 10000.00000 10000.00| 7360.00000 7360.00| 6700.00000 6700.00
REMOVE STRUCTURE AT STA. 22+42.7 | | |
0140 6071.12 46090.000 LS | 59000.00000 59000.00| 74915.00000 74915.00| 95000.00000 95000.00
STEEL SUPERSTRUCTURE AT STA. 22+60 | | |
0141 6080.00 1510.000 kg | 4.45000 6719.50| 3.50000 5285.00| 5.65000 8531.50
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0142 6105.02 317.000 Mg | 45.45000 14407.65| 46.50000 14740.50| 52.25000 16563.25
ROCK RIPRAP, TYPE B | | |
0143 6131.50 14555.000 kg | 1.28000 18630.40| 1.60000 23288.00| 1.60000 23288.00
EPOXY COATED REINFORCING STEEL | | |
0144 6210.50 667.800 m | 99.82000 66659.80| 100.20000 66913.56| 100.00000 66780.00
PIPE PILING | | |
0145 6310.00 367.900 m2 | 120.65000 44387.14| 160.70000 59121.53| 142.00000 52241.80
STEEL SHEET PILING | | |
0146 8091.00 260.000 m3 | 26.33000 6845.80| 20.50000 5330.00| 19.00000 4940.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 386,000.85| $ 402,907.69| $ 438,819.85
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 6C BRIDGE AT STA. 157+16.40 24.384M SIMPLE SPAN PRESTRESSED NU-900 CONC GIRDER BR
| | |
0147 0030.60 LUMP| | | 26000.00000 26000.00
MOBILIZATION | | |
0148 1043.50 600.000 m2 | | | 5.40000 3240.00
RIPRAP FILTER FABRIC | | |
0149 3050.15 126.500 m3 | | | 436.00000 55154.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0150 3051.10 8160.000 kg | | | 1.25000 10200.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0151 6000.10 16.000 LS | | | 7700.00000 7700.00
ABUTMENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -27
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 4 ) 2951 |( 5 ) 1816 |( 6 ) 0574
|AMES CONSTRUCTION, INC. |COMMERCIAL CONTRACTORS EQUI |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0152 6000.11 5.000 LS | | | 7700.00000 7700.00
ABUTMENT NO.2 EXCAVATION | | |
0153 6010.22 54.300 m3 | | | 415.00000 22534.50
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0154 6010.26 63.500 m3 | | | 436.00000 27686.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0155 6011.11 41.300 LS | | | 69000.00000 69000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 157+16.40 | | |
0156 6040.00 1.000 EACH| | | 16000.00000 16000.00
REMOVE STRUCTURE AT STA. 157+21.9 | | |
0157 6080.00 1805.000 kg | | | 4.35000 7851.75
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0158 6105.02 632.000 Mg | | | 45.00000 28440.00
ROCK RIPRAP, TYPE B | | |
0159 6131.50 13145.000 kg | | | 1.25000 16431.25
EPOXY COATED REINFORCING STEEL | | |
0160 6210.50 621.000 m | | | 98.00000 60858.00
PIPE PILING | | |
0161 6310.00 402.200 m2 | | | 149.00000 59927.80
STEEL SHEET PILING | | |
0162 8091.00 325.000 m3 | | | 29.00000 9425.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 428,148.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 6D BRIDGE AT STA. 157+16.4 24.384M SIMPLE SPAN W-920X313 STEEL GIRDER BRIDGE
| | |
0163 0030.60 LUMP| 34000.00000 34000.00| 25185.00000 25185.00|
MOBILIZATION | | |
0164 1043.50 600.000 m2 | 2.09000 1254.00| 6.05000 3630.00|
RIPRAP FILTER FABRIC | | |
0165 3050.15 126.500 m3 | 278.32000 35207.48| 274.00000 34661.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0166 3051.10 8155.000 kg | 1.26000 10275.30| 1.72000 14026.60|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0167 6000.10 16.000 LS | 2100.00000 2100.00| 1840.00000 1840.00|
ABUTMENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -28
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 4 ) 2951 |( 5 ) 1816 |( 6 ) 0574
|AMES CONSTRUCTION, INC. |COMMERCIAL CONTRACTORS EQUI |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0168 6000.11 5.000 LS | 2100.00000 2100.00| 1840.00000 1840.00|
ABUTMENT NO.2 EXCAVATION | | |
0169 6010.22 54.300 m3 | 358.99000 19493.16| 496.00000 26932.80|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0170 6010.26 71.600 m3 | 650.84000 46600.14| 507.00000 36301.20|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0171 6040.00 1.000 EACH| 10000.00000 10000.00| 7360.00000 7360.00|
REMOVE STRUCTURE AT STA. 157+21.9 | | |
0172 6071.12 32895.000 LS | 40000.00000 40000.00| 58720.00000 58720.00|
STEEL SUPERSTRUCTURE AT STA. 157+16.4 | | |
0173 6080.00 1805.000 kg | 4.12000 7436.60| 3.30000 5956.50|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0174 6105.02 633.000 Mg | 45.44000 28763.52| 46.00000 29118.00|
ROCK RIPRAP, TYPE B | | |
0175 6131.50 13155.000 kg | 1.26000 16575.30| 1.48000 19469.40|
EPOXY COATED REINFORCING STEEL | | |
0176 6210.50 621.000 m | 102.19000 63459.99| 106.00000 65826.00|
PIPE PILING | | |
0177 6310.00 402.200 m2 | 116.13000 46707.49| 165.75000 66664.65|
STEEL SHEET PILING | | |
0178 8091.00 325.000 m3 | 26.33000 8557.25| 21.00000 6825.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 372,530.23| $ 404,356.15| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 6E BRIDGE AT STA. 92+93.5 2-14.405M & 1-19.960M SPANS PRESTRESSED IT-600 GIRDER BR
| | |
0179 0030.60 LUMP| 31000.00000 31000.00| 25650.00000 25650.00| 41000.00000 41000.00
MOBILIZATION | | |
0180 1043.50 405.000 m2 | 2.09000 846.45| 6.30000 2551.50| 2.60000 1053.00
RIPRAP FILTER FABRIC | | |
0181 3050.15 126.500 m3 | 278.53000 35234.05| 270.00000 34155.00| 230.00000 29095.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0182 3051.10 8095.000 kg | 1.28000 10361.60| 1.49000 12061.55| 1.40000 11333.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0183 6000.10 5.000 LS | 5000.00000 5000.00| 3220.00000 3220.00| 7700.00000 7700.00
ABUTMENT NO.1 EXCAVATION | | |
0184 6000.11 5.000 LS | 5000.00000 5000.00| 3220.00000 3220.00| 7700.00000 7700.00
ABUTMENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -29
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 4 ) 2951 |( 5 ) 1816 |( 6 ) 0574
|AMES CONSTRUCTION, INC. |COMMERCIAL CONTRACTORS EQUI |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0185 6001.50 20.000 LS | 6500.00000 6500.00| 9890.00000 9890.00| 24000.00000 24000.00
BENT NO.1 EXCAVATION | | |
0186 6001.51 20.000 LS | 6500.00000 6500.00| 9890.00000 9890.00| 24000.00000 24000.00
BENT NO.2 EXCAVATION | | |
0187 6010.22 130.400 m3 | 384.19000 50098.38| 515.00000 67156.00| 477.00000 62200.80
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0188 6010.26 120.000 m3 | 711.99000 85438.80| 461.00000 55320.00| 480.00000 57600.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0189 6011.11 123.200 LS | 126836.50000 126836.50| 138420.00000 138420.00| 129000.00000 129000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 92+93.50 | | |
0190 6040.00 1.000 EACH| 28283.91000 28283.91| 36216.00000 36216.00| 31000.00000 31000.00
REMOVE STRUCTURE AT STA. 92+92.9 | | |
0191 6080.00 1820.000 kg | 4.70000 8554.00| 3.50000 6370.00| 3.60000 6552.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0192 6105.01 32.000 Mg | 46.04000 1473.28| 45.00000 1440.00| 44.00000 1408.00
ROCK RIPRAP, TYPE A | | |
0193 6105.02 251.000 Mg | 46.06000 11561.06| 45.00000 11295.00| 44.00000 11044.00
ROCK RIPRAP, TYPE B | | |
0194 6131.50 17945.000 kg | 1.28000 22969.60| 1.46000 26199.70| 1.35000 24225.75
EPOXY COATED REINFORCING STEEL | | |
0195 6210.50 750.200 m | 100.38000 75305.08| 99.00000 74269.80| 93.00000 69768.60
PIPE PILING | | |
0196 6310.00 357.200 m2 | 123.81000 44224.93| 169.50000 60545.40| 140.00000 50008.00
STEEL SHEET PILING | | |
0197 8091.00 100.000 m3 | 26.33000 2633.00| 21.00000 2100.00| 44.00000 4400.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 557,820.64| $ 579,969.95| $ 593,088.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0012 GROUP 7 GUARDRAIL
| | |
0198 0030.70 LUMP| 1237.85000 1237.85| 1200.00000 1200.00| 2000.00000 2000.00
MOBILIZATION | | |
0199 7011.20 244.000 m | 37.70000 9198.80| 36.55000 8918.20| 37.00000 9028.00
W-BEAM GUARDRAIL | | |
0200 7020.00 16.000 EACH| 2040.39000 32646.24| 1978.00000 31648.00| 2000.00000 32000.00
BRIDGE APPROACH SECTIONS | | |
0201 7024.27 16.000 EACH| 1488.51000 23816.16| 1443.00000 23088.00| 1480.00000 23680.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 66,899.05| $ 64,854.20| $ 66,708.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0013 GROUP 9 BITUMINOUS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -30
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 4 ) 2951 |( 5 ) 1816 |( 6 ) 0574
|AMES CONSTRUCTION, INC. |COMMERCIAL CONTRACTORS EQUI |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0202 0002.55 155.900 StaM| 23.21000 3618.44| 18.70000 2915.33| 29.00000 4521.10
OVERLAY BROKEN LINES | | |
0203 0002.60 311.800 StaM| 23.21000 7236.88| 18.45000 5752.71| 29.00000 9042.20
OVERLAY SOLID LINES | | |
0204 0030.90 LUMP| 35000.00000 35000.00| 76000.00000 76000.00| 120000.00000 120000.00
MOBILIZATION | | |
0205 1020.03 166.000 EACH| 13.10000 2174.60| 13.55000 2249.30| 13.00000 2158.00
DELINEATOR, TYPE III | | |
0206 1020.20 78.000 EACH| 18.98000 1480.44| 21.15000 1649.70| 19.00000 1482.00
INSTALL CHEVRONS | | |
0207 2001.00 848.000 m3 | 21.39000 18138.72| 15.90000 13483.20| 18.00000 15264.00
GRAVEL SURFACE COURSE | | |
0208 2021.00 3.000 EACH| 51.58000 154.74| 50.00000 150.00| 50.00000 150.00
MAILBOX POST | | |
0209 7512.14 9.000 m | 180.52000 1624.68| 125.00000 1125.00| 180.00000 1620.00
600 mm WHITE PREFORMED PAVEMENT MARKING | | |
TYPE 4, GROOVED | | |
0210 9000.75 200.000 Mg | 22.23000 4446.00| 21.55000 4310.00| 25.20000 5040.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP4(12.5) | | |
0211 9005.00 100.000 Mg | 26.82000 2682.00| 26.00000 2600.00| 48.00000 4800.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0212 9005.45 64050.000 Mg | 22.23000 1423831.50| 21.55000 1380277.50| 23.90000 1530795.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0213 9009.00 1902.000 m2 | 2.01000 3823.02| 1.95000 3708.90| 4.30000 8178.60
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0214 9020.94 10.800 Mg | 307.40000 3319.92| 298.00000 3218.40| 266.00000 2872.80
PERFORMANCE GRADED BINDER (64-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0215 9021.08 3464.100 Mg | 307.40000 1064864.34| 298.00000 1032301.80| 266.00000 921450.60
PERFORMANCE GRADED BINDER (64-28) | | |
0216 9034.00 1902.000 m2 | 2.42000 4602.84| 2.35000 4469.70| 2.70000 5135.40
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0217 9053.00 67260.000 L | 0.23000 15469.80| 0.22000 14797.20| 0.25000 16815.00
TACK COAT | | |
0218 9111.00 2870.000 kL | 2.32000 6658.40| 2.25000 6457.50| 4.00000 11480.00
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -31
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 4 ) 2951 |( 5 ) 1816 |( 6 ) 0574
|AMES CONSTRUCTION, INC. |COMMERCIAL CONTRACTORS EQUI |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0219 9170.00 328.890 StaM| 82.00000 26968.98| 79.50000 26146.76| 220.00000 72355.80
EARTH SHOULDER CONSTRUCTION | | |
0220 9173.00 156.911 StaM| 444.08000 69681.04| 430.50000 67550.19| 995.00000 156126.45
SUBGRADE PREPARATION | | |
0221 9173.15 11.400 StaM| 361.04000 4115.86| 350.00000 3990.00| 315.00000 3591.00
TRENCHED WIDENING | | |
0222 9179.21 3.250 StaM| 562.19000 1827.12| 545.00000 1771.25| 498.00000 1618.50
COLD MILLING, CLASS 1 | | |
0223 9179.23 12.696 StaM| 575.60000 7307.82| 558.00000 7084.37| 535.00000 6792.36
COLD MILLING, CLASS 3 | | |
0224 9179.24 165.040 StaM| 1371.95000 226426.63| 1330.00000 219503.20| 1570.00000 259112.80
COLD MILLING, CLASS 4 | | |
0225 9188.50 502.000 m2 | 23.73000 11912.46| 23.00000 11546.00| 22.00000 11044.00
SURFACING UNDER GUARDRAIL | | |
0226 9300.52 14.942 LS | 3094.62000 3094.62| 3000.00000 3000.00| 7000.00000 7000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
SECTION TOTALS | $ 2,950,460.85| $ 2,896,058.01| $ 3,178,445.61
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0014 GROUP 10 GENERAL ITEMS
| | |
0227 0001.08 3376.000 BDAY| 0.50000 1688.00| 0.50000 1688.00| 0.50000 1688.00
BARRICADE, TYPE II | | |
0228 0001.10 18744.000 BDAY| 0.93000 17431.92| 1.50000 28116.00| 0.95000 17806.80
BARRICADE, TYPE III | | |
0229 0001.75 270.000 EACH| 2.32000 626.40| 2.25000 607.50| 4.60000 1242.00
TEMPORARY SIGN DAY | | |
0230 0001.90 26882.000 EACH| 0.52000 13978.64| 0.25000 6720.50| 0.50000 13441.00
SIGN DAY | | |
0231 0001.98 4600.000 EACH| 0.62000 2852.00| 1.00000 4600.00| 1.00000 4600.00
CONTRACTOR FURNISHED SIGN | | |
0232 0002.30 500.000 m | 1.69000 845.00| 1.00000 500.00| 1.60000 800.00
PAVEMENT MARKING REMOVAL | | |
0233 0002.39 5000.000 m | 2.97000 14850.00| 2.25000 11250.00| 2.95000 14750.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0234 0002.47 2500.000 m | 1.55000 3875.00| 1.00000 2500.00| 1.50000 3750.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0235 0003.10 60.000 DAY | 234.42000 14065.20| 185.00000 11100.00| 190.00000 11400.00
FLAGGING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -32
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 4 ) 2951 |( 5 ) 1816 |( 6 ) 0574
|AMES CONSTRUCTION, INC. |COMMERCIAL CONTRACTORS EQUI |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0236 0003.51 265.200 m | 34.76000 9218.35| 24.50000 6497.40| 43.40000 11509.68
INSTALL CONCRETE PROTECTION BARRIER | | |
0237 0003.56 265.200 m | 8.57000 2272.76| 8.65000 2293.98| 13.00000 3447.60
RELOCATE CONCRETE PROTECTION BARRIER | | |
0238 0003.70 2.000 EACH| 412.62000 825.24| 350.00000 700.00| 400.00000 800.00
TEMPORARY RUMBLE STRIP | | |
0239 0003.75 2.000 EACH| 10831.18000 21662.36| 10500.00000 21000.00| 11000.00000 22000.00
TEMPORARY TRAFFIC SIGNAL | | |
0240 0005.10 486.000 DAY | 128.94000 62664.84| 70.00000 34020.00| 125.00000 60750.00
TRAFFIC CONTROL MANAGEMENT | | |
0241 0010.04 1.000 EACH| 12413.50000 12413.50| 1500.00000 1500.00| 7000.00000 7000.00
FIELD OFFICE | | |
0242 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0243 0030.00 LUMP| 902.80000 902.80| 15000.00000 15000.00| 500.00000 500.00
MOBILIZATION | | |
0244 9110.01 110.000 HOUR| 94.00000 10340.00| 65.00000 7150.00| 56.00000 6160.00
RENTAL OF LOADER, FULLY OPERATED | | |
0245 9110.02 210.000 HOUR| 85.00000 17850.00| 65.00000 13650.00| 128.00000 26880.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0246 9110.03 110.000 HOUR| 58.00000 6380.00| 51.00000 5610.00| 49.00000 5390.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0247 9110.06 100.000 HOUR| 116.00000 11600.00| 90.00000 9000.00| 56.00000 5600.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0248 9110.07 110.000 HOUR| 34.00000 3740.00| 45.00000 4950.00| 40.00000 4400.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0249 9110.09 210.000 HOUR| 145.00000 30450.00| 125.00000 26250.00| 67.00000 14070.00
RENTAL OF TRACTOR AND SCRAPER, FULLY | | |
OPERATED | | |
SECTION TOTALS | $ 261,332.01| $ 215,503.38| $ 238,785.08
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 9,353,000.00| $ 9,493,741.46| $ 9,616,097.66
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -33
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 7 ) 2642 |( 8 ) 2853 |( )
|PLATTE VALLEY CONSTRUCTION |SIMON CONTRACTORS AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 124000.00000 124000.00| 566000.00000 566000.00|
MOBILIZATION | | |
0002 1000.00 110.000 EACH| 200.00000 22000.00| 200.00000 22000.00|
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 30000.00000 30000.00| 40000.00000 40000.00|
GENERAL CLEARING AND GRUBBING | | |
0004 1010.00 1720248.000 m3 | 1.31000 2253524.88| 1.17000 2012690.16|
EXCAVATION | | |
0005 1010.01 14890.000 m3 | 1.50000 22335.00| 1.25000 18612.50|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1010.50 2761.000 m3 | 2.00000 5522.00| 3.00000 8283.00|
REMOVAL OF UNSUITABLE MATERIAL | | |
0007 1011.00 44826.000 kL | 4.00000 179304.00| 4.00000 179304.00|
WATER | | |
0008 1012.00 242.000 EACH| 67.00000 16214.00| 67.00000 16214.00|
RIGHT-OF-WAY MARKERS | | |
0009 1016.00 22.000 EACH| 400.00000 8800.00| 250.00000 5500.00|
RE-ESTABLISH PROPERTY CORNER | | |
0010 1017.00 15.590 LS | 130000.00000 130000.00| 150000.00000 150000.00|
CONSTRUCTION STAKING AND SURVEYING | | |
0011 1021.10 244.000 EACH| 5.00000 1220.00| 5.00000 1220.00|
REMOVE DELINEATOR UNITS | | |
0012 1042.00 6030.000 m2 | 1.50000 9045.00| 0.25000 1507.50|
SALVAGING AND PLACING HYDRIC SOIL | | |
0013 1090.00 5.000 EACH| 600.00000 3000.00| 750.00000 3750.00|
ABANDON WELLS | | |
0014 1102.00 176.000 m2 | 3.00000 528.00| 2.50000 440.00|
REMOVE ASPHALT SURFACE | | |
0015 1701.18 13.500 m | 50.00000 675.00| 33.00000 445.50|
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0016 1701.24 393.000 m | 60.00000 23580.00| 54.00000 21222.00|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0017 1701.36 30.000 m | 120.00000 3600.00| 83.00000 2490.00|
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -34
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 7 ) 2642 |( 8 ) 2853 |( )
|PLATTE VALLEY CONSTRUCTION |SIMON CONTRACTORS AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 1703.42 32.500 m | 180.00000 5850.00| 125.00000 4062.50|
1050 mm DRIVEWAY CULVERT PIPE, TYPE 2,3 | | |
4 OR 5 | | |
0019 1703.72 22.000 m | 350.00000 7700.00| 248.00000 5456.00|
1800 mm DRIVEWAY CULVERT PIPE 2,3,4 OR | | |
0020 3017.50 29.000 m2 | 80.00000 2320.00| 80.00000 2320.00|
INTERLOCKING CONCRETE PAVER BLOCK | | |
0021 7017.00 352.000 m | 7.50000 2640.00| 7.39000 2601.28|
REMOVE GUARDRAIL | | |
0022 L006.00 87.000 ha | 200.00000 17400.00| 250.00000 21750.00|
COVER CROP SEEDING | | |
0023 L006.50 2.000 ha | 2000.00000 4000.00| 2000.00000 4000.00|
TEMPORARY SEEDING | | |
0024 L020.01 12768.000 m2 | 5.00000 63840.00| 5.00000 63840.00|
EROSION CONTROL, TYPE A | | |
0025 L020.07 6030.000 m2 | 4.00000 24120.00| 4.00000 24120.00|
EROSION CONTROL, TYPE B-1 | | |
0026 L020.08 20175.000 m2 | 5.15000 103901.25| 5.15000 103901.25|
EROSION CONTROL, TYPE AA | | |
0027 L020.09 10612.000 m2 | 9.00000 95508.00| 9.00000 95508.00|
EROSION CONTROL, TYPE AAA | | |
0028 L020.10 11811.000 m2 | 1.25000 14763.75| 1.25000 14763.75|
EROSION CONTROL, TYPE HV | | |
0029 L021.01 625.000 BALE| 22.00000 13750.00| 22.00000 13750.00|
EROSION CHECKS, TYPE A | | |
0030 L021.06 885.000 BALE| 20.00000 17700.00| 20.00000 17700.00|
EROSION CHECKS, TYPE HV | | |
0031 L021.11 230.000 BALE| 24.00000 5520.00| 24.00000 5520.00|
EROSION CHECKS, TYPE ST-A | | |
0032 L021.13 306.000 BALE| 26.00000 7956.00| 26.00000 7956.00|
EROSION CHECKS, TYPE ST-AA | | |
0033 L021.15 855.000 BALE| 22.00000 18810.00| 22.00000 18810.00|
EROSION CHECKS, TYPE ST-HV | | |
0034 L021.16 75.000 BALE| 27.00000 2025.00| 27.00000 2025.00|
EROSION CHECKS, TYPE ST-AAA | | |
0035 L021.21 1776.000 BALE| 24.00000 42624.00| 24.00000 42624.00|
EROSION CHECKS, TYPE AA | | |
0036 L021.22 646.000 BALE| 25.00000 16150.00| 25.00000 16150.00|
EROSION CHECKS, TYPE AAA | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -35
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 7 ) 2642 |( 8 ) 2853 |( )
|PLATTE VALLEY CONSTRUCTION |SIMON CONTRACTORS AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 L022.11 4322.500 m | 8.50000 36741.25| 8.50000 36741.25|
FABRIC SILT FENCE-LOW POROSITY | | |
0038 L022.12 180.000 m | 10.50000 1890.00| 10.50000 1890.00|
FABRIC SILT FENCE-HIGH POROSITY | | |
0039 P300.30 15.000 m | 100.00000 1500.00| 70.00000 1050.00|
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0040 P300.36 16.400 m | 130.00000 2132.00| 85.00000 1394.00|
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
SECTION TOTALS | $ 3,342,189.13| $ 3,557,611.69| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0041 0030.40 LUMP| 55000.00000 55000.00| 35000.00000 35000.00|
MOBILIZATION | | |
0042 1043.50 1635.000 m2 | 2.00000 3270.00| 2.00000 3270.00|
RIPRAP FILTER FABRIC | | |
0043 4040.00 60.000 EACH| 75.00000 4500.00| 75.00000 4500.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0044 4044.00 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00|
PREPARATION OF STRUCTURE AT STA 10+04 | | |
0045 4045.00 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00|
REMOVE STRUCTURE AT STA. 18+83 | | |
0046 4045.01 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00|
REMOVE STRUCTURE AT STA. 29+24 | | |
0047 4045.02 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00|
REMOVE STRUCTURE AT STA. 36+87 | | |
0048 4045.03 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00|
REMOVE STRUCTURE AT STA. 48+92 | | |
0049 4045.04 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00|
REMOVE STRUCTURE AT STA. 51+49 | | |
0050 4045.05 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00|
REMOVE STRUCTURE AT STA. 56+20 | | |
0051 4045.06 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00|
REMOVE STRUCTURE AT STA. 61+81 | | |
0052 4045.07 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00|
REMOVE STRUCTURE AT STA. 74+01 | | |
0053 4045.08 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00|
REMOVE STRUCTURE AT STA. 78+36 | | |
0054 4045.09 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00|
REMOVE STRUCTURE AT STA. 87+34 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -36
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 7 ) 2642 |( 8 ) 2853 |( )
|PLATTE VALLEY CONSTRUCTION |SIMON CONTRACTORS AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0055 4045.10 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00|
REMOVE STRUCTURE AT STA. 101+88 | | |
0056 4045.11 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00|
REMOVE STRUCTURE AT STA. 138+60 | | |
0057 4045.12 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00|
REMOVE STRUCTURE AT STA. 144+17 | | |
0058 4050.01 5084.000 m3 | 12.00000 61008.00| 12.00000 61008.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0059 4051.01 2478.000 m3 | 12.00000 29736.00| 12.00000 29736.00|
EXCAVATION FOR BOX CULVERTS | | |
0060 4100.06 2.400 m3 | 1000.00000 2400.00| 1000.00000 2400.00|
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0061 4101.06 1639.340 m3 | 320.00000 524588.80| 320.00000 524588.80|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0062 4150.00 176.000 kg | 2.00000 352.00| 2.00000 352.00|
REINFORCING STEEL FOR HEADWALL | | |
0063 4151.00 104920.000 kg | 1.40000 146888.00| 1.40000 146888.00|
REINFORCING STEEL FOR BOX CULVERT | | |
0064 4310.24 43.000 EACH| 150.00000 6450.00| 150.00000 6450.00|
600 mm FLARED-END SECTION | | |
0065 4310.30 18.000 EACH| 250.00000 4500.00| 250.00000 4500.00|
750 mm FLARED-END SECTION | | |
0066 4310.42 16.000 EACH| 650.00000 10400.00| 650.00000 10400.00|
1050 mm FLARED-END SECTION | | |
0067 4310.48 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00|
1200 mm FLARED-END SECTION | | |
0068 4310.54 2.000 EACH| 800.00000 1600.00| 800.00000 1600.00|
1350 mm FLARED-END SECTION | | |
0069 4310.60 6.000 EACH| 1100.00000 6600.00| 1100.00000 6600.00|
1500 mm FLARED-END SECTION | | |
0070 4310.66 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00|
1650 mm FLARED-END SECTION | | |
0071 6105.01 482.000 Mg | 39.50000 19039.00| 39.50000 19039.00|
ROCK RIPRAP, TYPE A | | |
0072 6105.02 704.000 Mg | 39.50000 27808.00| 39.50000 27808.00|
ROCK RIPRAP, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -37
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 7 ) 2642 |( 8 ) 2853 |( )
|PLATTE VALLEY CONSTRUCTION |SIMON CONTRACTORS AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0073 P255.24 109.200 m | 78.00000 8517.60| 78.00000 8517.60|
600 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0074 P255.30 125.600 m | 116.00000 14569.60| 116.00000 14569.60|
750 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0075 P255.42 296.500 m | 207.00000 61375.50| 207.00000 61375.50|
1050 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0076 P255.48 42.500 m | 236.00000 10030.00| 236.00000 10030.00|
1200 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0077 P255.60 29.500 m | 366.00000 10797.00| 366.00000 10797.00|
1500 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0078 P255.66 50.000 m | 402.00000 20100.00| 402.00000 20100.00|
1650 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0079 P300.24 58.900 m | 56.00000 3298.40| 56.00000 3298.40|
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0080 P310.42 74.500 m | 207.00000 15421.50| 207.00000 15421.50|
1050 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0081 P310.54 33.500 m | 270.00000 9045.00| 270.00000 9045.00|
1350 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0082 P310.60 73.000 m | 366.00000 26718.00| 366.00000 26718.00|
1500 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0083 P402.24 139.800 m | 56.00000 7828.80| 56.00000 7828.80|
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0084 P500.24 353.000 m | 76.00000 26828.00| 78.00000 27534.00|
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0085 P500.30 214.200 m | 116.00000 24847.20| 116.00000 24847.20|
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8 | | |
SECTION TOTALS | $ 1,162,316.40| $ 1,143,022.40| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 18+90 QUAD 3.0M X 1.5M X 22.5 CONCRETE BOX CULVERT
| | |
0086 0030.40 LUMP| 2000.00000 2000.00| 2000.00000 2000.00|
MOBILIZATION | | |
0087 4051.01 672.000 m3 | 10.00000 6720.00| 10.00000 6720.00|
EXCAVATION FOR BOX CULVERTS | | |
0088 4054.65 LUMP| 7000.00000 7000.00| 7000.00000 7000.00|
TEMPORARY SHORING AT STA. 18+90 | | |
0089 4101.06 174.180 m3 | 320.00000 55737.60| 320.00000 55737.60|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -38
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 7 ) 2642 |( 8 ) 2853 |( )
|PLATTE VALLEY CONSTRUCTION |SIMON CONTRACTORS AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 4151.00 12765.000 kg | 1.40000 17871.00| 1.40000 17871.00|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 89,328.60| $ 89,328.60| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4B CONCRETE BOX CULVERT AT STA. 139+10 TWIN 3.6M X 3.6M X 27.5M CONCRETE BOX CULVERT
| | |
0091 0030.40 LUMP| 2000.00000 2000.00| 2000.00000 2000.00|
MOBILIZATION | | |
0092 4051.01 884.000 m3 | 10.00000 8840.00| 10.00000 8840.00|
EXCAVATION FOR BOX CULVERTS | | |
0093 4101.06 239.080 m3 | 320.00000 76505.60| 320.00000 76505.60|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0094 4151.00 15208.000 kg | 1.40000 21291.20| 1.40000 21291.20|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 108,636.80| $ 108,636.80| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 5 SEEDING
| | |
0095 0030.50 LUMP| 5000.00000 5000.00| 5000.00000 5000.00|
MOBILIZATION | | |
0096 L001.01 76.000 ha | 1150.00000 87400.00| 1150.00000 87400.00|
SEEDING, TYPE A | | |
0097 L001.02 11.000 ha | 950.00000 10450.00| 950.00000 10450.00|
SEEDING, TYPE B | | |
0098 L010.00 540.000 m2 | 12.00000 6480.00| 12.00000 6480.00|
SODDING | | |
0099 L020.00 34898.000 m2 | 1.25000 43622.50| 1.25000 43622.50|
EROSION CONTROL | | |
0100 L032.75 435.000 Mg | 110.00000 47850.00| 110.00000 47850.00|
MULCH | | |
SECTION TOTALS | $ 200,802.50| $ 200,802.50| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6 BRIDGE AT STA. 9802+00 1-9.9M & 2-7.24M SPANS IT-300 WIDEN AND REHAB BRIDGE
| | |
0101 0030.60 LUMP| 15000.00000 15000.00| 26450.00000 26450.00|
MOBILIZATION | | |
0102 3050.15 127.300 m3 | 390.00000 49647.00| 274.00000 34880.20|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -39
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 7 ) 2642 |( 8 ) 2853 |( )
|PLATTE VALLEY CONSTRUCTION |SIMON CONTRACTORS AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0103 3051.10 8130.000 kg | 1.44000 11707.20| 1.49000 12113.70|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0104 6000.10 13.000 LS | 6500.00000 6500.00| 5980.00000 5980.00|
ABUTMENT NO.1 EXCAVATION | | |
0105 6000.11 13.000 LS | 6500.00000 6500.00| 5980.00000 5980.00|
ABUTMENT NO.2 EXCAVATION | | |
0106 6001.50 15.000 LS | 3500.00000 3500.00| 6900.00000 6900.00|
BENT NO.1 EXCAVATION | | |
0107 6001.51 15.000 LS | 3500.00000 3500.00| 6900.00000 6900.00|
BENT NO.2 EXCAVATION | | |
0108 6010.22 60.300 m3 | 512.00000 30873.60| 488.00000 29426.40|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0109 6010.26 68.500 m3 | 488.00000 33428.00| 494.00000 33839.00|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0110 6011.11 40.200 LS | 82000.00000 82000.00| 54800.00000 54800.00|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 9802+00 | | |
0111 6030.00 1.000 EACH| 22900.00000 22900.00| 31340.00000 31340.00|
PREPARATION OF BRIDGE AT STA. 9802+00 | | |
0112 6080.00 175.000 kg | 5.50000 962.50| 3.00000 525.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0113 6131.50 13165.000 kg | 1.55000 20405.75| 1.45000 19089.25|
EPOXY COATED REINFORCING STEEL | | |
0114 8091.00 45.000 m3 | 18.00000 810.00| 23.00000 1035.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 287,734.05| $ 269,258.55| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6A BRIDGE AT STA. 22+60 27.432M SIMPLE SPAN NU900 CONCRETE GIRDER BRIDGE
| | |
0115 0030.60 LUMP| | |
MOBILIZATION | | |
0116 1043.50 328.000 m2 | | |
RIPRAP FILTER FABRIC | | |
0117 3050.15 126.500 m3 | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0118 3051.10 8250.000 kg | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -40
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 7 ) 2642 |( 8 ) 2853 |( )
|PLATTE VALLEY CONSTRUCTION |SIMON CONTRACTORS AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0119 6000.10 14.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0120 6000.11 9.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0121 6010.22 62.600 m3 | | |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0122 6010.26 80.500 m3 | | |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0123 6011.11 57.000 LS | | |
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 22+60 | | |
0124 6040.00 1.000 EACH| | |
REMOVE STRUCTURE AT STA. 22+42.7 | | |
0125 6080.00 1510.000 kg | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0126 6105.02 317.000 Mg | | |
ROCK RIPRAP, TYPE B | | |
0127 6131.50 14430.000 kg | | |
EPOXY COATED REINFORCING STEEL | | |
0128 6210.50 667.800 m | | |
PIPE PILING | | |
0129 6310.00 367.900 m2 | | |
STEEL SHEET PILING | | |
0130 8091.00 260.000 m3 | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 6B BRIDGE AT STA. 22+60 27.432M SIMPLE SPAN W920 ROLLED BEAM GIRDER BRIDGE
| | |
0131 0030.60 LUMP| 15000.00000 15000.00| 25185.00000 25185.00|
MOBILIZATION | | |
0132 1043.50 328.000 m2 | 2.50000 820.00| 7.00000 2296.00|
RIPRAP FILTER FABRIC | | |
0133 3050.15 126.500 m3 | 390.00000 49335.00| 274.00000 34661.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0134 3051.10 8250.000 kg | 1.32000 10890.00| 1.50000 12375.00|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -41
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 7 ) 2642 |( 8 ) 2853 |( )
|PLATTE VALLEY CONSTRUCTION |SIMON CONTRACTORS AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0135 6000.10 14.000 LS | 8500.00000 8500.00| 1840.00000 1840.00|
ABUTMENT NO.1 EXCAVATION | | |
0136 6000.11 9.000 LS | 8500.00000 8500.00| 1840.00000 1840.00|
ABUTMENT NO.2 EXCAVATION | | |
0137 6010.22 59.500 m3 | 514.00000 30583.00| 498.00000 29631.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0138 6010.26 76.100 m3 | 488.00000 37136.80| 501.00000 38126.10|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0139 6040.00 1.000 EACH| 6500.00000 6500.00| 7360.00000 7360.00|
REMOVE STRUCTURE AT STA. 22+42.7 | | |
0140 6071.12 46090.000 LS | 92100.00000 92100.00| 67915.00000 67915.00|
STEEL SUPERSTRUCTURE AT STA. 22+60 | | |
0141 6080.00 1510.000 kg | 5.00000 7550.00| 3.50000 5285.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0142 6105.02 317.000 Mg | 51.00000 16167.00| 46.50000 14740.50|
ROCK RIPRAP, TYPE B | | |
0143 6131.50 14555.000 kg | 1.55000 22560.25| 1.60000 23288.00|
EPOXY COATED REINFORCING STEEL | | |
0144 6210.50 667.800 m | 98.00000 65444.40| 100.20000 66913.56|
PIPE PILING | | |
0145 6310.00 367.900 m2 | 138.00000 50770.20| 160.70000 59121.53|
STEEL SHEET PILING | | |
0146 8091.00 260.000 m3 | 18.00000 4680.00| 20.50000 5330.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 426,536.65| $ 395,907.69| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 6C BRIDGE AT STA. 157+16.40 24.384M SIMPLE SPAN PRESTRESSED NU-900 CONC GIRDER BR
| | |
0147 0030.60 LUMP| 25000.00000 25000.00| |
MOBILIZATION | | |
0148 1043.50 600.000 m2 | 5.25000 3150.00| |
RIPRAP FILTER FABRIC | | |
0149 3050.15 126.500 m3 | 425.00000 53762.50| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0150 3051.10 8160.000 kg | 1.20000 9792.00| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0151 6000.10 16.000 LS | 7500.00000 7500.00| |
ABUTMENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -42
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 7 ) 2642 |( 8 ) 2853 |( )
|PLATTE VALLEY CONSTRUCTION |SIMON CONTRACTORS AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0152 6000.11 5.000 LS | 7500.00000 7500.00| |
ABUTMENT NO.2 EXCAVATION | | |
0153 6010.22 54.300 m3 | 405.00000 21991.50| |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0154 6010.26 63.500 m3 | 425.00000 26987.50| |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0155 6011.11 41.300 LS | 66600.00000 66600.00| |
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 157+16.40 | | |
0156 6040.00 1.000 EACH| 15000.00000 15000.00| |
REMOVE STRUCTURE AT STA. 157+21.9 | | |
0157 6080.00 1805.000 kg | 4.25000 7671.25| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0158 6105.02 632.000 Mg | 44.00000 27808.00| |
ROCK RIPRAP, TYPE B | | |
0159 6131.50 13145.000 kg | 1.20000 15774.00| |
EPOXY COATED REINFORCING STEEL | | |
0160 6210.50 621.000 m | 95.00000 58995.00| |
PIPE PILING | | |
0161 6310.00 402.200 m2 | 145.00000 58319.00| |
STEEL SHEET PILING | | |
0162 8091.00 325.000 m3 | 28.00000 9100.00| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 414,950.75| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 6D BRIDGE AT STA. 157+16.4 24.384M SIMPLE SPAN W-920X313 STEEL GIRDER BRIDGE
| | |
0163 0030.60 LUMP| | 25185.00000 25185.00|
MOBILIZATION | | |
0164 1043.50 600.000 m2 | | 6.05000 3630.00|
RIPRAP FILTER FABRIC | | |
0165 3050.15 126.500 m3 | | 274.00000 34661.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0166 3051.10 8155.000 kg | | 1.72000 14026.60|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0167 6000.10 16.000 LS | | 1840.00000 1840.00|
ABUTMENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -43
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 7 ) 2642 |( 8 ) 2853 |( )
|PLATTE VALLEY CONSTRUCTION |SIMON CONTRACTORS AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0168 6000.11 5.000 LS | | 1840.00000 1840.00|
ABUTMENT NO.2 EXCAVATION | | |
0169 6010.22 54.300 m3 | | 496.00000 26932.80|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0170 6010.26 71.600 m3 | | 507.00000 36301.20|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0171 6040.00 1.000 EACH| | 7360.00000 7360.00|
REMOVE STRUCTURE AT STA. 157+21.9 | | |
0172 6071.12 32895.000 LS | | 51720.00000 51720.00|
STEEL SUPERSTRUCTURE AT STA. 157+16.4 | | |
0173 6080.00 1805.000 kg | | 3.30000 5956.50|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0174 6105.02 633.000 Mg | | 46.00000 29118.00|
ROCK RIPRAP, TYPE B | | |
0175 6131.50 13155.000 kg | | 1.48000 19469.40|
EPOXY COATED REINFORCING STEEL | | |
0176 6210.50 621.000 m | | 106.00000 65826.00|
PIPE PILING | | |
0177 6310.00 402.200 m2 | | 165.75000 66664.65|
STEEL SHEET PILING | | |
0178 8091.00 325.000 m3 | | 21.00000 6825.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 0.00| $ 397,356.15| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 6E BRIDGE AT STA. 92+93.5 2-14.405M & 1-19.960M SPANS PRESTRESSED IT-600 GIRDER BR
| | |
0179 0030.60 LUMP| 40000.00000 40000.00| 25650.00000 25650.00|
MOBILIZATION | | |
0180 1043.50 405.000 m2 | 2.50000 1012.50| 6.30000 2551.50|
RIPRAP FILTER FABRIC | | |
0181 3050.15 126.500 m3 | 225.00000 28462.50| 270.00000 34155.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0182 3051.10 8095.000 kg | 1.30000 10523.50| 1.49000 12061.55|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0183 6000.10 5.000 LS | 7500.00000 7500.00| 3220.00000 3220.00|
ABUTMENT NO.1 EXCAVATION | | |
0184 6000.11 5.000 LS | 7500.00000 7500.00| 3220.00000 3220.00|
ABUTMENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -44
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 7 ) 2642 |( 8 ) 2853 |( )
|PLATTE VALLEY CONSTRUCTION |SIMON CONTRACTORS AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0185 6001.50 20.000 LS | 23250.00000 23250.00| 9890.00000 9890.00|
BENT NO.1 EXCAVATION | | |
0186 6001.51 20.000 LS | 23250.00000 23250.00| 9890.00000 9890.00|
BENT NO.2 EXCAVATION | | |
0187 6010.22 130.400 m3 | 465.00000 60636.00| 515.00000 67156.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0188 6010.26 120.000 m3 | 470.00000 56400.00| 461.00000 55320.00|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0189 6011.11 123.200 LS | 125000.00000 125000.00| 131420.00000 131420.00|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 92+93.50 | | |
0190 6040.00 1.000 EACH| 30000.00000 30000.00| 36216.00000 36216.00|
REMOVE STRUCTURE AT STA. 92+92.9 | | |
0191 6080.00 1820.000 kg | 3.50000 6370.00| 3.50000 6370.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0192 6105.01 32.000 Mg | 43.00000 1376.00| 45.00000 1440.00|
ROCK RIPRAP, TYPE A | | |
0193 6105.02 251.000 Mg | 43.00000 10793.00| 45.00000 11295.00|
ROCK RIPRAP, TYPE B | | |
0194 6131.50 17945.000 kg | 1.30000 23328.50| 1.46000 26199.70|
EPOXY COATED REINFORCING STEEL | | |
0195 6210.50 750.200 m | 90.00000 67518.00| 99.00000 74269.80|
PIPE PILING | | |
0196 6310.00 357.200 m2 | 135.00000 48222.00| 169.50000 60545.40|
STEEL SHEET PILING | | |
0197 8091.00 100.000 m3 | 42.50000 4250.00| 21.00000 2100.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 575,392.00| $ 572,969.95| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0012 GROUP 7 GUARDRAIL
| | |
0198 0030.70 LUMP| 1200.00000 1200.00| 1200.00000 1200.00|
MOBILIZATION | | |
0199 7011.20 244.000 m | 36.55000 8918.20| 36.55000 8918.20|
W-BEAM GUARDRAIL | | |
0200 7020.00 16.000 EACH| 1978.00000 31648.00| 1978.00000 31648.00|
BRIDGE APPROACH SECTIONS | | |
0201 7024.27 16.000 EACH| 1443.00000 23088.00| 1443.00000 23088.00|
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 64,854.20| $ 64,854.20| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0013 GROUP 9 BITUMINOUS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -45
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 7 ) 2642 |( 8 ) 2853 |( )
|PLATTE VALLEY CONSTRUCTION |SIMON CONTRACTORS AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0202 0002.55 155.900 StaM| 18.70000 2915.33| 22.50000 3507.75|
OVERLAY BROKEN LINES | | |
0203 0002.60 311.800 StaM| 18.45000 5752.71| 22.50000 7015.50|
OVERLAY SOLID LINES | | |
0204 0030.90 LUMP| 120000.00000 120000.00| 165000.00000 165000.00|
MOBILIZATION | | |
0205 1020.03 166.000 EACH| 13.55000 2249.30| 8.00000 1328.00|
DELINEATOR, TYPE III | | |
0206 1020.20 78.000 EACH| 21.15000 1649.70| 25.00000 1950.00|
INSTALL CHEVRONS | | |
0207 2001.00 848.000 m3 | 16.00000 13568.00| 38.00000 32224.00|
GRAVEL SURFACE COURSE | | |
0208 2021.00 3.000 EACH| 50.00000 150.00| 50.00000 150.00|
MAILBOX POST | | |
0209 7512.14 9.000 m | 100.00000 900.00| 100.00000 900.00|
600 mm WHITE PREFORMED PAVEMENT MARKING | | |
TYPE 4, GROOVED | | |
0210 9000.75 200.000 Mg | 21.55000 4310.00| 33.00000 6600.00|
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP4(12.5) | | |
0211 9005.00 100.000 Mg | 26.00000 2600.00| 40.00000 4000.00|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0212 9005.45 64050.000 Mg | 21.55000 1380277.50| 25.00000 1601250.00|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0213 9009.00 1902.000 m2 | 1.95000 3708.90| 10.40000 19780.80|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0214 9020.94 10.800 Mg | 298.00000 3218.40| 300.00000 3240.00|
PERFORMANCE GRADED BINDER (64-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0215 9021.08 3464.100 Mg | 298.00000 1032301.80| 300.00000 1039230.00|
PERFORMANCE GRADED BINDER (64-28) | | |
0216 9034.00 1902.000 m2 | 2.35000 4469.70| 1.20000 2282.40|
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0217 9053.00 67260.000 L | 0.22000 14797.20| 0.30000 20178.00|
TACK COAT | | |
0218 9111.00 2870.000 kL | 2.25000 6457.50| 6.00000 17220.00|
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -46
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 7 ) 2642 |( 8 ) 2853 |( )
|PLATTE VALLEY CONSTRUCTION |SIMON CONTRACTORS AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0219 9170.00 328.890 StaM| 79.50000 26146.76| 130.00000 42755.70|
EARTH SHOULDER CONSTRUCTION | | |
0220 9173.00 156.911 StaM| 430.50000 67550.19| 660.00000 103561.26|
SUBGRADE PREPARATION | | |
0221 9173.15 11.400 StaM| 350.00000 3990.00| 440.00000 5016.00|
TRENCHED WIDENING | | |
0222 9179.21 3.250 StaM| 545.00000 1771.25| 574.80000 1868.10|
COLD MILLING, CLASS 1 | | |
0223 9179.23 12.696 StaM| 558.00000 7084.37| 602.36000 7647.56|
COLD MILLING, CLASS 3 | | |
0224 9179.24 165.040 StaM| 1330.00000 219503.20| 1467.32000 242166.49|
COLD MILLING, CLASS 4 | | |
0225 9188.50 502.000 m2 | 23.00000 11546.00| 55.00000 27610.00|
SURFACING UNDER GUARDRAIL | | |
0226 9300.52 14.942 LS | 3000.00000 3000.00| 2500.00000 2500.00|
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
SECTION TOTALS | $ 2,939,917.81| $ 3,358,981.56| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0014 GROUP 10 GENERAL ITEMS
| | |
0227 0001.08 3376.000 BDAY| 0.50000 1688.00| 0.50000 1688.00|
BARRICADE, TYPE II | | |
0228 0001.10 18744.000 BDAY| 1.50000 28116.00| 1.50000 28116.00|
BARRICADE, TYPE III | | |
0229 0001.75 270.000 EACH| 2.25000 607.50| 2.25000 607.50|
TEMPORARY SIGN DAY | | |
0230 0001.90 26882.000 EACH| 0.25000 6720.50| 0.25000 6720.50|
SIGN DAY | | |
0231 0001.98 4600.000 EACH| 1.00000 4600.00| 1.00000 4600.00|
CONTRACTOR FURNISHED SIGN | | |
0232 0002.30 500.000 m | 1.00000 500.00| 1.00000 500.00|
PAVEMENT MARKING REMOVAL | | |
0233 0002.39 5000.000 m | 2.25000 11250.00| 2.25000 11250.00|
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0234 0002.47 2500.000 m | 1.00000 2500.00| 1.00000 2500.00|
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0235 0003.10 60.000 DAY | 180.00000 10800.00| 180.00000 10800.00|
FLAGGING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F22 -47
TABULATION OF BIDSCALL ORDER : F22 CONTRACT ID : 6944 COUNTIES : CUSTER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 6====================================================================================================================================
|( 7 ) 2642 |( 8 ) 2853 |( )
|PLATTE VALLEY CONSTRUCTION |SIMON CONTRACTORS AND SUBSI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0236 0003.51 265.200 m | 22.00000 5834.40| 24.00000 6364.80|
INSTALL CONCRETE PROTECTION BARRIER | | |
0237 0003.56 265.200 m | 10.00000 2652.00| 16.00000 4243.20|
RELOCATE CONCRETE PROTECTION BARRIER | | |
0238 0003.70 2.000 EACH| 300.00000 600.00| 300.00000 600.00|
TEMPORARY RUMBLE STRIP | | |
0239 0003.75 2.000 EACH| 12000.00000 24000.00| 10500.00000 21000.00|
TEMPORARY TRAFFIC SIGNAL | | |
0240 0005.10 486.000 DAY | 100.00000 48600.00| 75.00000 36450.00|
TRAFFIC CONTROL MANAGEMENT | | |
0241 0010.04 1.000 EACH| 4000.00000 4000.00| 5680.28000 5680.28|
FIELD OFFICE | | |
0242 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00|
TRAINING | | |
0243 0030.00 LUMP| 8000.00000 8000.00| 2092.10000 2092.10|
MOBILIZATION | | |
0244 9110.01 110.000 HOUR| 60.00000 6600.00| 96.00000 10560.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0245 9110.02 210.000 HOUR| 75.00000 15750.00| 65.00000 13650.00|
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0246 9110.03 110.000 HOUR| 50.00000 5500.00| 64.00000 7040.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0247 9110.06 100.000 HOUR| 60.00000 6000.00| 100.00000 10000.00|
RENTAL OF BACKHOE, FULLY OPERATED | | |
0248 9110.07 110.000 HOUR| 45.00000 4950.00| 65.00000 7150.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0249 9110.09 210.000 HOUR| 120.00000 25200.00| 140.00000 29400.00|
RENTAL OF TRACTOR AND SCRAPER, FULLY | | |
OPERATED | | |
SECTION TOTALS | $ 225,268.40| $ 221,812.38| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 9,837,927.29| $ 10,380,542.47| $
====================================================================================================================================
Contracts Office
P.O. Box 94759 Lincoln, Nebraska 68509-4759
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Tel (402) 479-4525
Fax (402) 479-3803
Please contact the Contracts Section with your questions/comments.
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