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NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : 2
VENDOR RANKING
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 DISTRICT : 8
CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-281-4(115)
US-281, NIOBRARA RIVER NORTH AND SOUTH.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0083 WERNER CONSTRUCTION, INC. $ 6,153,291.29 100.0000%
2 2252 PAULSEN, INC. $ 6,166,248.91 100.2106%
3 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 6,199,985.71 100.7589%
4 0875 BROWER CONSTRUCTION CO. $ 6,392,624.95 103.8895%
5 1661 U.S. ASPHALT CO. $ 6,472,791.10 105.1923%
6 0477 WESTERN ENGINEERING COMPANY, INC. $ 6,481,219.31 105.3293%
7 0086 HENNINGSEN CONST., INC. $ 6,782,606.35 110.2273%
8 1227 GILBERT CENTRAL CORP. $ 7,818,463.09 127.0615%
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -3
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606
|WERNER CONSTRUCTION, INC. |PAULSEN, 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| 10000.00000 10000.00| 10000.00000 10000.00| 100000.00000 100000.00
MOBILIZATION | | |
0002 1000.00 30.000 EACH| 100.00000 3000.00| 100.00000 3000.00| 100.00000 3000.00
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 10000.00000 10000.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.01 54690.000 m3 | 1.30000 71097.00| 1.30000 71097.00| 1.30000 71097.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0005 1010.50 5060.000 m3 | 7.80000 39468.00| 7.80000 39468.00| 7.80000 39468.00
REMOVAL OF UNSUITABLE MATERIAL | | |
0006 1011.00 14880.000 kL | 2.00000 29760.00| 2.00000 29760.00| 2.00000 29760.00
WATER | | |
0007 1012.00 80.000 EACH| 50.00000 4000.00| 50.00000 4000.00| 50.00000 4000.00
RIGHT-OF-WAY MARKERS | | |
0008 1030.00 261295.000 m3 | 3.00000 783885.00| 3.00000 783885.00| 3.00000 783885.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 1040.00 291512.000 m2 | 0.30000 87453.60| 0.30000 87453.60| 0.30000 87453.60
SLOPE PROTECTION | | |
0010 1040.05 17675.000 m2 | 0.30000 5302.50| 0.30000 5302.50| 0.30000 5302.50
TEMPORARY SLOPE PROTECTION | | |
0011 1040.06 321.000 Mg | 100.00000 32100.00| 100.00000 32100.00| 100.00000 32100.00
SLOPE PROTECTION MULCH | | |
0012 1043.50 3490.000 m2 | 1.50000 5235.00| 1.50000 5235.00| 1.50000 5235.00
RIPRAP FILTER FABRIC | | |
0013 1102.00 20653.000 m2 | 2.00000 41306.00| 2.00000 41306.00| 1.50000 30979.50
REMOVE ASPHALT SURFACE | | |
0014 1106.00 177.000 m2 | 2.00000 354.00| 2.00000 354.00| 2.00000 354.00
REMOVE DRIVEWAY | | |
0015 1701.24 121.500 m | 54.00000 6561.00| 54.00000 6561.00| 54.00000 6561.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0016 1701.36 28.000 m | 58.00000 1624.00| 58.00000 1624.00| 58.00000 1624.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0017 4040.00 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 300.00000 300.00
REMOVE HEADWALLS FROM CULVERTS | | |
0018 6105.02 2841.000 Mg | 23.00000 65343.00| 23.00000 65343.00| 23.00000 65343.00
ROCK RIPRAP, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -4
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 7017.00 1477.000 m | 3.00000 4431.00| 3.00000 4431.00| 3.00000 4431.00
REMOVE GUARDRAIL | | |
0020 8091.00 13580.000 m3 | 15.40000 209132.00| 15.40000 209132.00| 15.40000 209132.00
GRANULAR BACKFILL | | |
0021 L020.01 3966.700 m2 | 6.00000 23800.20| 6.00000 23800.20| 6.00000 23800.20
EROSION CONTROL, TYPE A | | |
0022 L020.07 4875.000 m2 | 5.00000 24375.00| 5.00000 24375.00| 5.00000 24375.00
EROSION CONTROL, TYPE B-1 | | |
0023 L020.08 8271.200 m2 | 6.25000 51695.00| 6.26000 51777.71| 6.25000 51695.00
EROSION CONTROL, TYPE AA | | |
0024 L020.09 1155.400 m2 | 10.50000 12131.70| 10.60000 12247.24| 10.50000 12131.70
EROSION CONTROL, TYPE AAA | | |
0025 L020.10 11344.500 m2 | 1.25000 14180.63| 1.25000 14180.63| 1.25000 14180.63
EROSION CONTROL, TYPE HV | | |
0026 L020.20 18751.200 m2 | 0.50000 9375.60| 0.50000 9375.60| 0.50000 9375.60
SLOPE PROTECTION NETTING | | |
0027 L021.01 12.000 BALE| 27.00000 324.00| 27.00000 324.00| 27.00000 324.00
EROSION CHECKS, TYPE A | | |
0028 L021.06 1042.000 BALE| 22.00000 22924.00| 22.00000 22924.00| 22.00000 22924.00
EROSION CHECKS, TYPE HV | | |
0029 L021.11 143.000 BALE| 30.00000 4290.00| 30.00000 4290.00| 30.00000 4290.00
EROSION CHECKS, TYPE ST-A | | |
0030 L021.13 281.000 BALE| 31.00000 8711.00| 31.00000 8711.00| 31.00000 8711.00
EROSION CHECKS, TYPE ST-AA | | |
0031 L021.16 33.000 BALE| 35.00000 1155.00| 35.00000 1155.00| 35.00000 1155.00
EROSION CHECKS, TYPE ST-AAA | | |
0032 L021.17 21.000 BALE| 25.00000 525.00| 25.00000 525.00| 25.00000 525.00
EROSION CHECKS, TYPE ST-HVC | | |
0033 L021.21 32.000 BALE| 27.00000 864.00| 27.00000 864.00| 27.00000 864.00
EROSION CHECKS, TYPE AA | | |
0034 L022.12 2300.000 m | 10.00000 23000.00| 10.00000 23000.00| 10.00000 23000.00
FABRIC SILT FENCE-HIGH POROSITY | | |
0035 P300.24 70.800 m | 54.00000 3823.20| 54.00000 3823.20| 54.00000 3823.20
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
SECTION TOTALS | $ 1,611,526.43| $ 1,611,724.68| $ 1,691,199.93
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERT
| | |
0036 0030.40 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 15000.00000 15000.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -5
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 4040.00 16.000 EACH| 100.00000 1600.00| 100.00000 1600.00| 100.00000 1600.00
REMOVE HEADWALLS FROM CULVERTS | | |
0038 4044.00 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00
PREPARATION OF STRUCTURE AT STA. 477+81 | | |
5 | | |
0039 4044.01 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00
PREPARATION OF STRUCTURE AT STA. 490+61 | | |
0040 4050.01 1983.000 m3 | 10.00000 19830.00| 10.00000 19830.00| 10.00000 19830.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0041 4051.01 132.000 m3 | 10.00000 1320.00| 10.00000 1320.00| 10.00000 1320.00
EXCAVATION FOR BOX CULVERTS | | |
0042 4100.06 1.200 m3 | 1000.00000 1200.00| 1000.00000 1200.00| 1000.00000 1200.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0043 4101.06 175.090 m3 | 350.00000 61281.50| 350.00000 61281.50| 350.00000 61281.50
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0044 4107.07 1.500 m3 | 1200.00000 1800.00| 1200.00000 1800.00| 1200.00000 1800.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0045 4150.00 68.000 kg | 3.00000 204.00| 3.00000 204.00| 3.00000 204.00
REINFORCING STEEL FOR HEADWALL | | |
0046 4151.00 9571.000 kg | 1.65000 15792.15| 1.65000 15792.15| 1.65000 15792.15
REINFORCING STEEL FOR BOX CULVERT | | |
0047 4157.00 52.000 kg | 3.00000 156.00| 3.00000 156.00| 3.00000 156.00
REINFORCING STEEL FOR COLLARS | | |
0048 4310.24 8.000 EACH| 150.00000 1200.00| 150.00000 1200.00| 150.00000 1200.00
600 mm FLARED-END SECTION | | |
0049 4310.30 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 250.00000 500.00
750 mm FLARED-END SECTION | | |
0050 4310.36 2.000 EACH| 410.00000 820.00| 410.00000 820.00| 410.00000 820.00
900 mm FLARED-END SECTION | | |
0051 4310.48 5.000 EACH| 1000.00000 5000.00| 1000.00000 5000.00| 1000.00000 5000.00
1200 mm FLARED-END SECTION | | |
0052 4670.05 119.000 m3 | 70.00000 8330.00| 70.00000 8330.00| 70.00000 8330.00
CULVERT SANDFILL | | |
0053 4880.30 17.000 m | 700.00000 11900.00| 700.00000 11900.00| 700.00000 11900.00
JACKING 750 mm CULVERT PIPE, TYPE 2 | | |
CLASS IV | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -6
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 4880.36 25.500 m | 800.00000 20400.00| 800.00000 20400.00| 800.00000 20400.00
JACKING 900 mm CULVERT PIPE, TYPE 2 | | |
CLASS IV | | |
0055 4880.48 44.500 m | 1200.00000 53400.00| 1200.00000 53400.00| 1200.00000 53400.00
JACKING 1200 mm CULVERT PIPE, TYPE 2 | | |
CLASS IV | | |
0056 P120.30 2.500 m | 200.00000 500.00| 200.00000 500.00| 200.00000 500.00
750 mm CULVERT PIPE, TYPE 2 | | |
0057 P120.36 3.500 m | 250.00000 875.00| 250.00000 875.00| 250.00000 875.00
900 mm CULVERT PIPE, TYPE 2 | | |
0058 P120.48 31.500 m | 340.00000 10710.00| 340.00000 10710.00| 340.00000 10710.00
1200 mm CULVERT PIPE, TYPE 2 | | |
0059 P128.30 17.000 m | 230.00000 3910.00| 230.00000 3910.00| 230.00000 3910.00
750 mm CULVERT PIPE, TYPE 2 CLASS IV | | |
0060 P128.36 25.500 m | 270.00000 6885.00| 270.00000 6885.00| 270.00000 6885.00
900 mm CULVERT PIPE, TYPE 2 CLASS IV | | |
0061 P128.48 44.500 m | 375.00000 16687.50| 375.00000 16687.50| 375.00000 16687.50
1200 mm CULVERT PIPE, TYPE 2 CLASS IV | | |
0062 P150.30 43.100 m | 150.00000 6465.00| 150.00000 6465.00| 150.00000 6465.00
750 mm CULVERT PIPE, TYPE 5 | | |
0063 P150.36 24.800 m | 165.00000 4092.00| 165.00000 4092.00| 165.00000 4092.00
900 mm CULVERT PIPE, TYPE 5 | | |
0064 P300.24 38.300 m | 65.00000 2489.50| 65.00000 2489.50| 65.00000 2489.50
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0065 P300.48 74.400 m | 175.00000 13020.00| 175.00000 13020.00| 175.00000 13020.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0066 P400.24 27.500 m | 95.00000 2612.50| 95.00000 2612.50| 95.00000 2612.50
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0067 P402.36 34.800 m | 120.00000 4176.00| 120.00000 4176.00| 120.00000 4176.00
900 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
SECTION TOTALS | $ 290,156.15| $ 290,156.15| $ 295,156.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 463+39.5 2-61 & 1-75 m SPANS, WELDED PLATE STEEL GIRDER BRIDGE
| | |
0068 0030.60 LUMP| 200000.00000 200000.00| 200000.00000 200000.00| 218500.00000 218500.00
MOBILIZATION | | |
0069 3050.15 143.100 m3 | 200.00000 28620.00| 200.00000 28620.00| 200.00000 28620.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -7
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0070 3051.10 9670.000 kg | 1.00000 9670.00| 1.00000 9670.00| 1.00000 9670.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0071 6000.10 55.000 LS | 15000.00000 15000.00| 15000.00000 15000.00| 15000.00000 15000.00
ABUTMENT NO.1 EXCAVATION | | |
0072 6000.11 120.000 LS | 15000.00000 15000.00| 15000.00000 15000.00| 15000.00000 15000.00
ABUTMENT NO.2 EXCAVATION | | |
0073 6000.60 115.000 LS | 80000.00000 80000.00| 80000.00000 80000.00| 80000.00000 80000.00
PIER NO.1 EXCAVATION | | |
0074 6000.61 135.000 LS | 80000.00000 80000.00| 80000.00000 80000.00| 80000.00000 80000.00
PIER NO.2 EXCAVATION | | |
0075 6004.50 15.300 m | 3400.00000 52020.00| 3400.00000 52020.00| 3400.00000 52020.00
EXPANSION JOINT | | |
0076 6005.35 15.300 m | 200.00000 3060.00| 200.00000 3060.00| 200.00000 3060.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0077 6005.78 15.000 EACH| 2100.00000 31500.00| 2100.00000 31500.00| 2100.00000 31500.00
EXPANSION BEARING, TFE TYPE | | |
0078 6005.83 5.000 EACH| 2400.00000 12000.00| 2400.00000 12000.00| 2400.00000 12000.00
FIXED BEARING | | |
0079 6010.22 390.700 m3 | 370.00000 144559.00| 370.00000 144559.00| 370.00000 144559.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0080 6010.26 759.600 m3 | 220.00000 167112.00| 220.00000 167112.00| 220.00000 167112.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0081 6040.00 1.000 EACH| 35000.00000 35000.00| 35000.00000 35000.00| 35000.00000 35000.00
REMOVE STRUCTURE AT STA. 463+57.7 LT. | | |
0082 6071.11 498980.000 LS | 830000.00000 830000.00| 830000.00000 830000.00| 830000.00000 830000.00
STEEL SUPERSTRUCTURE | | |
0083 6080.00 330.000 kg | 12.00000 3960.00| 12.00000 3960.00| 12.00000 3960.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0084 6131.50 174775.000 kg | 0.95000 166036.25| 0.95000 166036.25| 0.95000 166036.25
EPOXY COATED REINFORCING STEEL | | |
0085 6139.50 106.000 m2 | 30.00000 3180.00| 30.00000 3180.00| 30.00000 3180.00
SUBSURFACE DRAINAGE MATTING | | |
0086 6210.14 2558.600 m | 50.00000 127930.00| 50.00000 127930.00| 50.00000 127930.00
HP 310 mm X 79 kg STEEL PILING | | |
0087 6310.00 152.800 m2 | 140.00000 21392.00| 140.00000 21392.00| 140.00000 21392.00
STEEL SHEET PILING | | |
0088 8091.00 345.000 m3 | 32.00000 11040.00| 32.00000 11040.00| 32.00000 11040.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 2,037,079.25| $ 2,037,079.25| $ 2,055,579.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -8
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0089 0030.70 LUMP| 950.00000 950.00| 950.00000 950.00| 1000.00000 1000.00
MOBILIZATION | | |
0090 7011.20 114.300 m | 37.69000 4307.97| 37.69000 4307.97| 37.69000 4307.97
W-BEAM GUARDRAIL | | |
0091 7020.00 4.000 EACH| 1572.00000 6288.00| 1572.00000 6288.00| 1572.00000 6288.00
BRIDGE APPROACH SECTIONS | | |
0092 7024.27 4.000 EACH| 1340.00000 5360.00| 1340.00000 5360.00| 1340.00000 5360.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 16,905.97| $ 16,905.97| $ 16,955.97
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 9 BITUMINOUS
| | |
0093 0002.76 23800.000 m | 0.16000 3808.00| 0.20000 4760.00| 0.18000 4284.00
PERMANENT PAVEMENT MARKING PAINT | | |
0094 0030.90 LUMP| 113500.00000 113500.00| 76000.00000 76000.00| 100000.00000 100000.00
MOBILIZATION | | |
0095 1020.03 49.000 EACH| 12.50000 612.50| 15.25000 747.25| 8.00000 392.00
DELINEATOR, TYPE III | | |
0096 1020.20 32.000 EACH| 25.00000 800.00| 23.00000 736.00| 25.00000 800.00
INSTALL CHEVRONS | | |
0097 2001.00 128.000 m3 | 10.50000 1344.00| 20.25000 2592.00| 10.50000 1344.00
GRAVEL SURFACE COURSE | | |
0098 2009.10 1.000 StaM| 300.00000 300.00| 325.00000 325.00| 300.00000 300.00
GRAVEL EMBEDMENT | | |
0099 2021.00 1.000 EACH| 50.00000 50.00| 50.00000 50.00| 100.00000 100.00
MAILBOX POST | | |
0100 4004.50 2300.000 kg | 3.50000 8050.00| 3.80000 8740.00| 3.50000 8050.00
CAST IRON GRATE AND FRAME | | |
0101 4024.55 63.400 m | 150.00000 9510.00| 163.50000 10365.90| 150.00000 9510.00
FLUME SPILLWAY | | |
0102 4024.70 11.000 EACH| 1200.00000 13200.00| 1310.00000 14410.00| 1200.00000 13200.00
CONCRETE FLUME, TYPE I | | |
0103 4105.59 48.110 m3 | 600.00000 28866.00| 655.00000 31512.05| 600.00000 28866.00
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0104 4155.50 1798.000 kg | 3.00000 5394.00| 3.25000 5843.50| 3.00000 5394.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0105 4763.26 1.000 EACH| 1000.00000 1000.00| 1100.00000 1100.00| 1000.00000 1000.00
UNDERDRAIN HEADWALL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -9
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0106 4764.35 26.000 m | 50.00000 1300.00| 54.00000 1404.00| 50.00000 1300.00
100 mm PERFORATED PIPE UNDERDRAIN | | |
0107 8029.84 21550.000 m2 | 2.16000 46548.00| 1.55000 33402.50| 2.38000 51289.00
BITUMINOUS FOUNDATION COURSE 100 mm | | |
0108 8111.00 180.122 StaM| 180.00000 32421.96| 225.00000 40527.45| 100.00000 18012.20
SHOULDER SUBGRADE PREPARATION | | |
0109 9000.75 100.000 Mg | 13.08000 1308.00| 12.35000 1235.00| 19.48000 1948.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0110 9004.89 68.767 StaM| 2750.00000 189109.25| 3000.00000 206301.00| 2750.00000 189109.25
COLD IN-PLACE RECYCLING | | |
0111 9005.00 380.000 Mg | 29.28000 11126.40| 24.75000 9405.00| 40.24000 15291.20
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0112 9005.21 200.000 m2 | 35.00000 7000.00| 18.65000 3730.00| 10.00000 2000.00
PATCHING BITUMINOUS SAND | | |
0113 9005.23 16260.000 Mg | 11.08000 180160.80| 12.35000 200811.00| 11.92000 193819.20
ASPHALTIC CONCRETE, TYPE SPS | | |
0114 9005.45 25790.000 Mg | 20.95000 540300.50| 20.35000 524826.50| 19.48000 502389.20
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0115 9009.00 1380.000 m2 | 2.85000 3933.00| 1.95000 2691.00| 7.75000 10695.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0116 9009.10 6598.000 m2 | 4.45000 29361.10| 3.10000 20453.80| 3.12000 20585.76
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DITCH LINER | | |
0117 9020.92 5.400 Mg | 199.00000 1074.60| 208.00000 1123.20| 210.00000 1134.00
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0118 9021.01 1398.060 Mg | 199.00000 278213.94| 208.00000 290796.48| 210.00000 293592.60
PERFORMANCE GRADED BINDER (64-22) | | |
0119 9021.03 878.040 Mg | 199.00000 174729.96| 208.00000 182632.32| 210.00000 184388.40
PERFORMANCE GRADED BINDER (58-28) | | |
0120 9030.00 3422.000 m | 5.00000 17110.00| 5.00000 17110.00| 3.08000 10539.76
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0121 9034.00 1318.000 m2 | 2.50000 3295.00| 2.35000 3097.30| 1.25000 1647.50
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0122 9053.00 72600.000 L | 0.26000 18876.00| 0.23000 16698.00| 0.26000 18876.00
TACK COAT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -10
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0123 9053.90 1049384.000 L | 0.17000 178395.28| 0.19000 199382.96| 0.17000 178395.28
EMULSIFIED ASPHALT FOR COLD IN-PLACE | | |
RECYCLING | | |
0124 9111.00 1255.000 kL | 2.00000 2510.00| 2.40000 3012.00| 2.00000 2510.00
WATER | | |
0125 9111.25 621.000 kL | 7.40000 4595.40| 1.15000 714.15| 2.00000 1242.00
WATER FOR COLD IN-PLACE RECYCLING, | | |
APPLIED | | |
0126 9170.00 19.402 StaM| 180.00000 3492.36| 82.50000 1600.67| 180.00000 3492.36
EARTH SHOULDER CONSTRUCTION | | |
0127 9173.00 30.995 StaM| 330.00000 10228.35| 460.00000 14257.70| 509.29000 15785.44
SUBGRADE PREPARATION | | |
0128 9179.23 89.979 StaM| 460.00000 41390.34| 542.00000 48768.62| 425.00000 38241.08
COLD MILLING, CLASS 3 | | |
0129 9188.50 370.000 m2 | 25.00000 9250.00| 23.00000 8510.00| 16.14000 5971.80
SURFACING UNDER GUARDRAIL | | |
0130 9300.52 9.238 LS | 3000.00000 3000.00| 2000.00000 2000.00| 3000.00000 3000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
0131 P402.15 549.000 m | 120.00000 65880.00| 131.00000 71919.00| 120.00000 65880.00
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
SECTION TOTALS | $ 2,041,044.74| $ 2,063,591.35| $ 2,004,375.03
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0132 0001.08 38340.000 BDAY| 0.50000 19170.00| 0.50000 19170.00| 0.50000 19170.00
BARRICADE, TYPE II | | |
0133 0001.10 9884.000 BDAY| 2.00000 19768.00| 2.35000 23227.40| 1.25000 12355.00
BARRICADE, TYPE III | | |
0134 0001.75 600.000 EACH| 2.00000 1200.00| 5.20000 3120.00| 2.00000 1200.00
TEMPORARY SIGN DAY | | |
0135 0001.90 25738.000 EACH| 0.50000 12869.00| 0.60000 15442.80| 0.25000 6434.50
SIGN DAY | | |
0136 0001.99 2736.000 EACH| 1.50000 4104.00| 1.00000 2736.00| 0.75000 2052.00
CONTRACTOR FURNISHED SIGN DAY | | |
0137 0002.30 650.000 m | 1.70000 1105.00| 1.10000 715.00| 1.00000 650.00
PAVEMENT MARKING REMOVAL | | |
0138 0002.39 5700.000 m | 2.05000 11685.00| 2.05000 11685.00| 1.90000 10830.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0139 0002.47 2000.000 m | 2.20000 4400.00| 2.15000 4300.00| 2.00000 4000.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -11
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606
|WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0140 0002.55 254.370 StaM| 23.00000 5850.51| 19.35000 4922.06| 22.50000 5723.33
OVERLAY BROKEN LINES | | |
0141 0002.60 508.740 StaM| 26.00000 13227.24| 19.25000 9793.25| 22.50000 11446.65
OVERLAY SOLID LINES | | |
0142 0003.10 100.000 DAY | 185.00000 18500.00| 165.00000 16500.00| 180.05000 18005.00
FLAGGING | | |
0143 0003.20 50.000 DAY | 285.00000 14250.00| 250.00000 12500.00| 244.67000 12233.50
FURNISHING AND OPERATING PILOT VEHICLE | | |
0144 0010.04 1.000 EACH| 1000.00000 1000.00| 1750.00000 1750.00| 500.00000 500.00
FIELD OFFICE | | |
0145 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00
TRAINING | | |
0146 0030.00 LUMP| 10000.00000 10000.00| 4300.00000 4300.00| 10000.00000 10000.00
MOBILIZATION | | |
0147 9110.01 90.000 HOUR| 50.00000 4500.00| 47.00000 4230.00| 60.90000 5481.00
RENTAL OF LOADER, FULLY OPERATED | | |
0148 9110.02 30.000 HOUR| 60.00000 1800.00| 47.00000 1410.00| 62.31000 1869.30
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0149 9110.03 90.000 HOUR| 45.00000 4050.00| 41.00000 3690.00| 54.55000 4909.50
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0150 9110.06 60.000 HOUR| 65.00000 3900.00| 47.00000 2820.00| 79.94000 4796.40
RENTAL OF BACKHOE, FULLY OPERATED | | |
0151 9110.07 90.000 HOUR| 40.00000 3600.00| 32.00000 2880.00| 38.48000 3463.20
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 156,578.75| $ 146,791.51| $ 136,719.38
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 6,153,291.29| $ 6,166,248.91| $ 6,199,985.71
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -12
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 4 ) 0875 |( 5 ) 1661 |( 6 ) 0477
|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN
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| 26200.00000 26200.00| 10347.02000 10347.02| 46000.00000 46000.00
MOBILIZATION | | |
0002 1000.00 30.000 EACH| 100.00000 3000.00| 103.47000 3104.10| 405.00000 12150.00
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 10000.00000 10000.00| 10347.02000 10347.02| 21000.00000 21000.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.01 54690.000 m3 | 1.30000 71097.00| 1.35000 73831.50| 2.00000 109380.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0005 1010.50 5060.000 m3 | 7.80000 39468.00| 8.07000 40834.20| 6.60000 33396.00
REMOVAL OF UNSUITABLE MATERIAL | | |
0006 1011.00 14880.000 kL | 2.00000 29760.00| 2.00000 29760.00| 2.00000 29760.00
WATER | | |
0007 1012.00 80.000 EACH| 50.00000 4000.00| 51.74000 4139.20| 60.00000 4800.00
RIGHT-OF-WAY MARKERS | | |
0008 1030.00 261295.000 m3 | 3.00000 783885.00| 3.10000 810014.50| 2.65000 692431.75
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 1040.00 291512.000 m2 | 0.30000 87453.60| 0.31000 90368.72| 0.30000 87453.60
SLOPE PROTECTION | | |
0010 1040.05 17675.000 m2 | 0.30000 5302.50| 0.31000 5479.25| 0.31000 5479.25
TEMPORARY SLOPE PROTECTION | | |
0011 1040.06 321.000 Mg | 100.00000 32100.00| 103.47000 33213.87| 100.00000 32100.00
SLOPE PROTECTION MULCH | | |
0012 1043.50 3490.000 m2 | 1.50000 5235.00| 1.55000 5409.50| 2.50000 8725.00
RIPRAP FILTER FABRIC | | |
0013 1102.00 20653.000 m2 | 2.00000 41306.00| 2.07000 42751.71| 2.25000 46469.25
REMOVE ASPHALT SURFACE | | |
0014 1106.00 177.000 m2 | 2.00000 354.00| 2.07000 366.39| 3.00000 531.00
REMOVE DRIVEWAY | | |
0015 1701.24 121.500 m | 54.00000 6561.00| 55.87000 6788.21| 60.00000 7290.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0016 1701.36 28.000 m | 58.00000 1624.00| 60.01000 1680.28| 100.00000 2800.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0017 4040.00 1.000 EACH| 300.00000 300.00| 310.41000 310.41| 200.00000 200.00
REMOVE HEADWALLS FROM CULVERTS | | |
0018 6105.02 2841.000 Mg | 23.00000 65343.00| 23.80000 67615.80| 41.00000 116481.00
ROCK RIPRAP, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -13
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 4 ) 0875 |( 5 ) 1661 |( 6 ) 0477
|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 7017.00 1477.000 m | 3.00000 4431.00| 3.10000 4578.70| 6.00000 8862.00
REMOVE GUARDRAIL | | |
0020 8091.00 13580.000 m3 | 15.40000 209132.00| 15.93000 216329.40| 12.10000 164318.00
GRANULAR BACKFILL | | |
0021 L020.01 3966.700 m2 | 6.00000 23800.20| 6.21000 24633.21| 6.00000 23800.20
EROSION CONTROL, TYPE A | | |
0022 L020.07 4875.000 m2 | 5.00000 24375.00| 5.17000 25203.75| 5.00000 24375.00
EROSION CONTROL, TYPE B-1 | | |
0023 L020.08 8271.200 m2 | 6.25000 51695.00| 6.47000 53514.66| 6.30000 52108.56
EROSION CONTROL, TYPE AA | | |
0024 L020.09 1155.400 m2 | 10.50000 12131.70| 10.86000 12547.64| 10.60000 12247.24
EROSION CONTROL, TYPE AAA | | |
0025 L020.10 11344.500 m2 | 1.25000 14180.63| 1.29000 14634.41| 1.27000 14407.52
EROSION CONTROL, TYPE HV | | |
0026 L020.20 18751.200 m2 | 0.50000 9375.60| 0.52000 9750.62| 0.51000 9563.11
SLOPE PROTECTION NETTING | | |
0027 L021.01 12.000 BALE| 27.00000 324.00| 27.94000 335.28| 28.00000 336.00
EROSION CHECKS, TYPE A | | |
0028 L021.06 1042.000 BALE| 22.00000 22924.00| 22.76000 23715.92| 22.25000 23184.50
EROSION CHECKS, TYPE HV | | |
0029 L021.11 143.000 BALE| 30.00000 4290.00| 31.04000 4438.72| 30.25000 4325.75
EROSION CHECKS, TYPE ST-A | | |
0030 L021.13 281.000 BALE| 31.00000 8711.00| 32.08000 9014.48| 31.25000 8781.25
EROSION CHECKS, TYPE ST-AA | | |
0031 L021.16 33.000 BALE| 35.00000 1155.00| 36.21000 1194.93| 35.25000 1163.25
EROSION CHECKS, TYPE ST-AAA | | |
0032 L021.17 21.000 BALE| 25.00000 525.00| 25.87000 543.27| 25.25000 530.25
EROSION CHECKS, TYPE ST-HVC | | |
0033 L021.21 32.000 BALE| 27.00000 864.00| 27.94000 894.08| 28.00000 896.00
EROSION CHECKS, TYPE AA | | |
0034 L022.12 2300.000 m | 10.00000 23000.00| 10.35000 23805.00| 10.00000 23000.00
FABRIC SILT FENCE-HIGH POROSITY | | |
0035 P300.24 70.800 m | 54.00000 3823.20| 55.87000 3955.60| 70.00000 4956.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
SECTION TOTALS | $ 1,627,726.43| $ 1,665,451.35| $ 1,633,301.48
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERT
| | |
0036 0030.40 LUMP| 12950.00000 12950.00| 10347.02000 10347.02| 11000.00000 11000.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -14
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 4 ) 0875 |( 5 ) 1661 |( 6 ) 0477
|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 4040.00 16.000 EACH| 100.00000 1600.00| 103.47000 1655.52| 100.00000 1600.00
REMOVE HEADWALLS FROM CULVERTS | | |
0038 4044.00 1.000 EACH| 1500.00000 1500.00| 1552.05000 1552.05| 1500.00000 1500.00
PREPARATION OF STRUCTURE AT STA. 477+81 | | |
5 | | |
0039 4044.01 1.000 EACH| 1500.00000 1500.00| 1552.05000 1552.05| 1500.00000 1500.00
PREPARATION OF STRUCTURE AT STA. 490+61 | | |
0040 4050.01 1983.000 m3 | 10.00000 19830.00| 10.35000 20524.05| 10.00000 19830.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0041 4051.01 132.000 m3 | 10.00000 1320.00| 10.35000 1366.20| 10.00000 1320.00
EXCAVATION FOR BOX CULVERTS | | |
0042 4100.06 1.200 m3 | 1000.00000 1200.00| 1034.70000 1241.64| 1000.00000 1200.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0043 4101.06 175.090 m3 | 350.00000 61281.50| 362.15000 63408.84| 353.00000 61806.77
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0044 4107.07 1.500 m3 | 1200.00000 1800.00| 1241.64000 1862.46| 1250.00000 1875.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0045 4150.00 68.000 kg | 3.00000 204.00| 3.10000 210.80| 3.00000 204.00
REINFORCING STEEL FOR HEADWALL | | |
0046 4151.00 9571.000 kg | 1.65000 15792.15| 1.71000 16366.41| 1.66000 15887.86
REINFORCING STEEL FOR BOX CULVERT | | |
0047 4157.00 52.000 kg | 3.00000 156.00| 3.10000 161.20| 3.00000 156.00
REINFORCING STEEL FOR COLLARS | | |
0048 4310.24 8.000 EACH| 150.00000 1200.00| 155.21000 1241.68| 150.00000 1200.00
600 mm FLARED-END SECTION | | |
0049 4310.30 2.000 EACH| 250.00000 500.00| 258.68000 517.36| 250.00000 500.00
750 mm FLARED-END SECTION | | |
0050 4310.36 2.000 EACH| 410.00000 820.00| 424.23000 848.46| 410.00000 820.00
900 mm FLARED-END SECTION | | |
0051 4310.48 5.000 EACH| 1000.00000 5000.00| 1034.70000 5173.50| 1000.00000 5000.00
1200 mm FLARED-END SECTION | | |
0052 4670.05 119.000 m3 | 70.00000 8330.00| 72.43000 8619.17| 70.00000 8330.00
CULVERT SANDFILL | | |
0053 4880.30 17.000 m | 700.00000 11900.00| 724.29000 12312.93| 700.00000 11900.00
JACKING 750 mm CULVERT PIPE, TYPE 2 | | |
CLASS IV | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -15
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 4 ) 0875 |( 5 ) 1661 |( 6 ) 0477
|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 4880.36 25.500 m | 800.00000 20400.00| 827.76000 21107.88| 800.00000 20400.00
JACKING 900 mm CULVERT PIPE, TYPE 2 | | |
CLASS IV | | |
0055 4880.48 44.500 m | 1200.00000 53400.00| 1241.64000 55252.98| 1200.00000 53400.00
JACKING 1200 mm CULVERT PIPE, TYPE 2 | | |
CLASS IV | | |
0056 P120.30 2.500 m | 200.00000 500.00| 206.94000 517.35| 200.00000 500.00
750 mm CULVERT PIPE, TYPE 2 | | |
0057 P120.36 3.500 m | 250.00000 875.00| 258.68000 905.38| 250.00000 875.00
900 mm CULVERT PIPE, TYPE 2 | | |
0058 P120.48 31.500 m | 340.00000 10710.00| 351.80000 11081.70| 340.00000 10710.00
1200 mm CULVERT PIPE, TYPE 2 | | |
0059 P128.30 17.000 m | 230.00000 3910.00| 237.98000 4045.66| 230.00000 3910.00
750 mm CULVERT PIPE, TYPE 2 CLASS IV | | |
0060 P128.36 25.500 m | 270.00000 6885.00| 279.37000 7123.94| 270.00000 6885.00
900 mm CULVERT PIPE, TYPE 2 CLASS IV | | |
0061 P128.48 44.500 m | 375.00000 16687.50| 388.01000 17266.45| 375.00000 16687.50
1200 mm CULVERT PIPE, TYPE 2 CLASS IV | | |
0062 P150.30 43.100 m | 150.00000 6465.00| 155.21000 6689.55| 150.00000 6465.00
750 mm CULVERT PIPE, TYPE 5 | | |
0063 P150.36 24.800 m | 165.00000 4092.00| 170.73000 4234.10| 165.00000 4092.00
900 mm CULVERT PIPE, TYPE 5 | | |
0064 P300.24 38.300 m | 65.00000 2489.50| 67.26000 2576.06| 65.00000 2489.50
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0065 P300.48 74.400 m | 175.00000 13020.00| 181.07000 13471.61| 175.00000 13020.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0066 P400.24 27.500 m | 95.00000 2612.50| 98.30000 2703.25| 95.00000 2612.50
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0067 P402.36 34.800 m | 120.00000 4176.00| 124.16000 4320.77| 120.00000 4176.00
900 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
SECTION TOTALS | $ 293,106.15| $ 300,258.02| $ 291,852.13
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 463+39.5 2-61 & 1-75 m SPANS, WELDED PLATE STEEL GIRDER BRIDGE
| | |
0068 0030.60 LUMP| 200000.00000 200000.00| 206940.41000 206940.41| 210000.00000 210000.00
MOBILIZATION | | |
0069 3050.15 143.100 m3 | 200.00000 28620.00| 206.94000 29613.11| 200.00000 28620.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -16
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 4 ) 0875 |( 5 ) 1661 |( 6 ) 0477
|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0070 3051.10 9670.000 kg | 1.00000 9670.00| 1.03000 9960.10| 1.00000 9670.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0071 6000.10 55.000 LS | 15000.00000 15000.00| 15520.53000 15520.53| 15000.00000 15000.00
ABUTMENT NO.1 EXCAVATION | | |
0072 6000.11 120.000 LS | 15000.00000 15000.00| 15520.53000 15520.53| 15000.00000 15000.00
ABUTMENT NO.2 EXCAVATION | | |
0073 6000.60 115.000 LS | 80000.00000 80000.00| 82776.16000 82776.16| 80000.00000 80000.00
PIER NO.1 EXCAVATION | | |
0074 6000.61 135.000 LS | 80000.00000 80000.00| 82776.16000 82776.16| 80000.00000 80000.00
PIER NO.2 EXCAVATION | | |
0075 6004.50 15.300 m | 3400.00000 52020.00| 3517.99000 53825.25| 3450.00000 52785.00
EXPANSION JOINT | | |
0076 6005.35 15.300 m | 200.00000 3060.00| 206.94000 3166.18| 210.00000 3213.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0077 6005.78 15.000 EACH| 2100.00000 31500.00| 2172.87000 32593.05| 2100.00000 31500.00
EXPANSION BEARING, TFE TYPE | | |
0078 6005.83 5.000 EACH| 2400.00000 12000.00| 2483.28000 12416.40| 2400.00000 12000.00
FIXED BEARING | | |
0079 6010.22 390.700 m3 | 370.00000 144559.00| 382.84000 149575.59| 372.00000 145340.40
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0080 6010.26 759.600 m3 | 220.00000 167112.00| 227.63000 172907.75| 222.00000 168631.20
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0081 6040.00 1.000 EACH| 35000.00000 35000.00| 36214.57000 36214.57| 35000.00000 35000.00
REMOVE STRUCTURE AT STA. 463+57.7 LT. | | |
0082 6071.11 498980.000 LS | 830000.00000 830000.00| 858802.70000 858802.70| 835000.00000 835000.00
STEEL SUPERSTRUCTURE | | |
0083 6080.00 330.000 kg | 12.00000 3960.00| 12.42000 4098.60| 12.00000 3960.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0084 6131.50 174775.000 kg | 0.95000 166036.25| 0.98000 171279.50| 0.96000 167784.00
EPOXY COATED REINFORCING STEEL | | |
0085 6139.50 106.000 m2 | 30.00000 3180.00| 31.04000 3290.24| 31.00000 3286.00
SUBSURFACE DRAINAGE MATTING | | |
0086 6210.14 2558.600 m | 50.00000 127930.00| 51.74000 132381.96| 50.00000 127930.00
HP 310 mm X 79 kg STEEL PILING | | |
0087 6310.00 152.800 m2 | 140.00000 21392.00| 144.86000 22134.61| 140.00000 21392.00
STEEL SHEET PILING | | |
0088 8091.00 345.000 m3 | 32.00000 11040.00| 33.11000 11422.95| 32.00000 11040.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 2,037,079.25| $ 2,107,216.35| $ 2,057,151.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -17
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 4 ) 0875 |( 5 ) 1661 |( 6 ) 0477
|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0089 0030.70 LUMP| 959.50000 959.50| 968.19000 968.19| 1500.00000 1500.00
MOBILIZATION | | |
0090 7011.20 114.300 m | 38.07000 4351.40| 39.00000 4457.70| 38.00000 4343.40
W-BEAM GUARDRAIL | | |
0091 7020.00 4.000 EACH| 1587.72000 6350.88| 1626.55000 6506.20| 1575.00000 6300.00
BRIDGE APPROACH SECTIONS | | |
0092 7024.27 4.000 EACH| 1353.40000 5413.60| 1386.50000 5546.00| 1345.00000 5380.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 17,075.38| $ 17,478.09| $ 17,523.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 9 BITUMINOUS
| | |
0093 0002.76 23800.000 m | 0.19000 4522.00| 0.19000 4522.00| 0.18000 4284.00
PERMANENT PAVEMENT MARKING PAINT | | |
0094 0030.90 LUMP| 208259.80000 208259.80| 129928.53000 129928.53| 100000.00000 100000.00
MOBILIZATION | | |
0095 1020.03 49.000 EACH| 8.08000 395.92| 8.28000 405.72| 15.00000 735.00
DELINEATOR, TYPE III | | |
0096 1020.20 32.000 EACH| 25.25000 808.00| 25.87000 827.84| 25.00000 800.00
INSTALL CHEVRONS | | |
0097 2001.00 128.000 m3 | 10.50000 1344.00| 10.70000 1369.60| 20.00000 2560.00
GRAVEL SURFACE COURSE | | |
0098 2009.10 1.000 StaM| 300.00000 300.00| 305.74000 305.74| 1000.00000 1000.00
GRAVEL EMBEDMENT | | |
0099 2021.00 1.000 EACH| 101.00000 101.00| 103.47000 103.47| 50.00000 50.00
MAILBOX POST | | |
0100 4004.50 2300.000 kg | 3.50000 8050.00| 3.62000 8326.00| 3.50000 8050.00
CAST IRON GRATE AND FRAME | | |
0101 4024.55 63.400 m | 150.00000 9510.00| 155.21000 9840.31| 150.00000 9510.00
FLUME SPILLWAY | | |
0102 4024.70 11.000 EACH| 1200.00000 13200.00| 1241.64000 13658.04| 1200.00000 13200.00
CONCRETE FLUME, TYPE I | | |
0103 4105.59 48.110 m3 | 600.00000 28866.00| 620.82000 29867.65| 600.00000 28866.00
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0104 4155.50 1798.000 kg | 3.00000 5394.00| 3.10000 5573.80| 3.00000 5394.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0105 4763.26 1.000 EACH| 1000.00000 1000.00| 1034.70000 1034.70| 1000.00000 1000.00
UNDERDRAIN HEADWALL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -18
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 4 ) 0875 |( 5 ) 1661 |( 6 ) 0477
|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0106 4764.35 26.000 m | 50.00000 1300.00| 51.74000 1345.24| 50.00000 1300.00
100 mm PERFORATED PIPE UNDERDRAIN | | |
0107 8029.84 21550.000 m2 | 1.82000 39221.00| 1.73000 37281.50| 2.00000 43100.00
BITUMINOUS FOUNDATION COURSE 100 mm | | |
0108 8111.00 180.122 StaM| 80.00000 14409.76| 81.53000 14685.35| 175.00000 31521.35
SHOULDER SUBGRADE PREPARATION | | |
0109 9000.75 100.000 Mg | 14.62000 1462.00| 12.13000 1213.00| 16.00000 1600.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0110 9004.89 68.767 StaM| 2750.00000 189109.25| 2845.43000 195671.68| 2650.00000 182232.55
COLD IN-PLACE RECYCLING | | |
0111 9005.00 380.000 Mg | 87.30000 33174.00| 34.26000 13018.80| 25.00000 9500.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0112 9005.21 200.000 m2 | 10.79000 2158.00| 6.09000 1218.00| 20.00000 4000.00
PATCHING BITUMINOUS SAND | | |
0113 9005.23 16260.000 Mg | 15.62000 253981.20| 16.07000 261298.20| 17.50000 284550.00
ASPHALTIC CONCRETE, TYPE SPS | | |
0114 9005.45 25790.000 Mg | 22.34000 576148.60| 24.33000 627470.70| 22.50000 580275.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0115 9009.00 1380.000 m2 | 2.83000 3905.40| 2.44000 3367.20| 3.00000 4140.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0116 9009.10 6598.000 m2 | 9.30000 61361.40| 7.92000 52256.16| 5.00000 32990.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DITCH LINER | | |
0117 9020.92 5.400 Mg | 193.83000 1046.68| 207.86000 1122.44| 210.00000 1134.00
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0118 9021.01 1398.060 Mg | 193.83000 270985.97| 207.86000 290600.75| 210.00000 293592.60
PERFORMANCE GRADED BINDER (64-22) | | |
0119 9021.03 878.040 Mg | 193.83000 170190.49| 207.86000 182509.39| 210.00000 184388.40
PERFORMANCE GRADED BINDER (58-28) | | |
0120 9030.00 3422.000 m | 1.66000 5680.52| 5.53000 18923.66| 11.00000 37642.00
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0121 9034.00 1318.000 m2 | 2.60000 3426.80| 0.68000 896.24| 2.00000 2636.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0122 9053.00 72600.000 L | 0.25000 18150.00| 0.19000 13794.00| 0.30000 21780.00
TACK COAT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -19
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 4 ) 0875 |( 5 ) 1661 |( 6 ) 0477
|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0123 9053.90 1049384.000 L | 0.17000 178395.28| 0.17000 178395.28| 0.21000 220370.64
EMULSIFIED ASPHALT FOR COLD IN-PLACE | | |
RECYCLING | | |
0124 9111.00 1255.000 kL | 5.00000 6275.00| 4.04000 5070.20| 2.00000 2510.00
WATER | | |
0125 9111.25 621.000 kL | 5.00000 3105.00| 5.17000 3210.57| 7.50000 4657.50
WATER FOR COLD IN-PLACE RECYCLING, | | |
APPLIED | | |
0126 9170.00 19.402 StaM| 180.00000 3492.36| 183.45000 3559.30| 150.00000 2910.30
EARTH SHOULDER CONSTRUCTION | | |
0127 9173.00 30.995 StaM| 180.00000 5579.10| 183.45000 5686.03| 800.00000 24796.00
SUBGRADE PREPARATION | | |
0128 9179.23 89.979 StaM| 638.23000 57427.30| 426.30000 38358.05| 670.00000 60285.93
COLD MILLING, CLASS 3 | | |
0129 9188.50 370.000 m2 | 19.00000 7030.00| 20.11000 7440.70| 27.00000 9990.00
SURFACING UNDER GUARDRAIL | | |
0130 9300.52 9.238 LS | 4500.00000 4500.00| 2038.30000 2038.30| 3000.00000 3000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
0131 P402.15 549.000 m | 120.00000 65880.00| 124.16000 68163.84| 120.00000 65880.00
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
SECTION TOTALS | $ 2,259,145.83| $ 2,234,357.98| $ 2,286,231.27
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0132 0001.08 38340.000 BDAY| 0.50000 19170.00| 0.50000 19170.00| 0.50000 19170.00
BARRICADE, TYPE II | | |
0133 0001.10 9884.000 BDAY| 1.27000 12552.68| 1.29000 12750.36| 3.00000 29652.00
BARRICADE, TYPE III | | |
0134 0001.75 600.000 EACH| 2.02000 1212.00| 2.07000 1242.00| 2.50000 1500.00
TEMPORARY SIGN DAY | | |
0135 0001.90 25738.000 EACH| 0.26000 6691.88| 0.26000 6691.88| 0.80000 20590.40
SIGN DAY | | |
0136 0001.99 2736.000 EACH| 0.76000 2079.36| 0.78000 2134.08| 3.00000 8208.00
CONTRACTOR FURNISHED SIGN DAY | | |
0137 0002.30 650.000 m | 1.01000 656.50| 1.03000 669.50| 4.75000 3087.50
PAVEMENT MARKING REMOVAL | | |
0138 0002.39 5700.000 m | 1.92000 10944.00| 1.97000 11229.00| 4.00000 22800.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0139 0002.47 2000.000 m | 2.02000 4040.00| 2.07000 4140.00| 1.75000 3500.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -20
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 4 ) 0875 |( 5 ) 1661 |( 6 ) 0477
|BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0140 0002.55 254.370 StaM| 22.73000 5781.83| 20.69000 5262.92| 23.00000 5850.51
OVERLAY BROKEN LINES | | |
0141 0002.60 508.740 StaM| 22.73000 11563.66| 20.69000 10525.83| 23.00000 11701.02
OVERLAY SOLID LINES | | |
0142 0003.10 100.000 DAY | 175.00000 17500.00| 177.56000 17756.00| 200.00000 20000.00
FLAGGING | | |
0143 0003.20 50.000 DAY | 225.00000 11250.00| 239.72000 11986.00| 300.00000 15000.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0144 0010.04 1.000 EACH| 4000.00000 4000.00| 2038.30000 2038.30| 6000.00000 6000.00
FIELD OFFICE | | |
0145 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00
TRAINING | | |
0146 0030.00 LUMP| 31000.00000 31000.00| 23971.64000 23971.64| 10000.00000 10000.00
MOBILIZATION | | |
0147 9110.01 90.000 HOUR| 55.00000 4950.00| 51.64000 4647.60| 60.00000 5400.00
RENTAL OF LOADER, FULLY OPERATED | | |
0148 9110.02 30.000 HOUR| 55.00000 1650.00| 45.65000 1369.50| 60.00000 1800.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0149 9110.03 90.000 HOUR| 50.00000 4500.00| 41.05000 3694.50| 40.00000 3600.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0150 9110.06 60.000 HOUR| 55.00000 3300.00| 66.46000 3987.60| 50.00000 3000.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0151 9110.07 90.000 HOUR| 45.00000 4050.00| 35.14000 3162.60| 30.00000 2700.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 158,491.91| $ 148,029.31| $ 195,159.43
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 6,392,624.95| $ 6,472,791.10| $ 6,481,219.31
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -21
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 7 ) 0086 |( 8 ) 1227 |( )
|HENNINGSEN CONST., INC. |GILBERT CENTRAL CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 10000.00000 10000.00| 60000.00000 60000.00|
MOBILIZATION | | |
0002 1000.00 30.000 EACH| 100.00000 3000.00| 105.00000 3150.00|
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 10000.00000 10000.00| 30000.00000 30000.00|
GENERAL CLEARING AND GRUBBING | | |
0004 1010.01 54690.000 m3 | 1.30000 71097.00| 1.60000 87504.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0005 1010.50 5060.000 m3 | 7.80000 39468.00| 10.00000 50600.00|
REMOVAL OF UNSUITABLE MATERIAL | | |
0006 1011.00 14880.000 kL | 2.00000 29760.00| 2.00000 29760.00|
WATER | | |
0007 1012.00 80.000 EACH| 50.00000 4000.00| 55.00000 4400.00|
RIGHT-OF-WAY MARKERS | | |
0008 1030.00 261295.000 m3 | 3.30000 862273.50| 3.25000 849208.75|
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 1040.00 291512.000 m2 | 0.30000 87453.60| 0.34000 99114.08|
SLOPE PROTECTION | | |
0010 1040.05 17675.000 m2 | 0.30000 5302.50| 0.32000 5656.00|
TEMPORARY SLOPE PROTECTION | | |
0011 1040.06 321.000 Mg | 100.00000 32100.00| 85.00000 27285.00|
SLOPE PROTECTION MULCH | | |
0012 1043.50 3490.000 m2 | 1.50000 5235.00| 1.60000 5584.00|
RIPRAP FILTER FABRIC | | |
0013 1102.00 20653.000 m2 | 2.78000 57415.34| 2.20000 45436.60|
REMOVE ASPHALT SURFACE | | |
0014 1106.00 177.000 m2 | 2.00000 354.00| 2.10000 371.70|
REMOVE DRIVEWAY | | |
0015 1701.24 121.500 m | 54.00000 6561.00| 58.00000 7047.00|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0016 1701.36 28.000 m | 58.00000 1624.00| 62.00000 1736.00|
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0017 4040.00 1.000 EACH| 300.00000 300.00| 320.00000 320.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0018 6105.02 2841.000 Mg | 23.00000 65343.00| 25.00000 71025.00|
ROCK RIPRAP, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -22
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 7 ) 0086 |( 8 ) 1227 |( )
|HENNINGSEN CONST., INC. |GILBERT CENTRAL CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 7017.00 1477.000 m | 6.35000 9378.95| 3.20000 4726.40|
REMOVE GUARDRAIL | | |
0020 8091.00 13580.000 m3 | 15.40000 209132.00| 16.30000 221354.00|
GRANULAR BACKFILL | | |
0021 L020.01 3966.700 m2 | 6.00000 23800.20| 6.00000 23800.20|
EROSION CONTROL, TYPE A | | |
0022 L020.07 4875.000 m2 | 5.00000 24375.00| 3.50000 17062.50|
EROSION CONTROL, TYPE B-1 | | |
0023 L020.08 8271.200 m2 | 6.25000 51695.00| 6.15000 50867.88|
EROSION CONTROL, TYPE AA | | |
0024 L020.09 1155.400 m2 | 10.50000 12131.70| 11.10000 12824.94|
EROSION CONTROL, TYPE AAA | | |
0025 L020.10 11344.500 m2 | 1.25000 14180.63| 1.50000 17016.75|
EROSION CONTROL, TYPE HV | | |
0026 L020.20 18751.200 m2 | 0.50000 9375.60| 0.55000 10313.16|
SLOPE PROTECTION NETTING | | |
0027 L021.01 12.000 BALE| 27.00000 324.00| 25.50000 306.00|
EROSION CHECKS, TYPE A | | |
0028 L021.06 1042.000 BALE| 22.00000 22924.00| 1.50000 1563.00|
EROSION CHECKS, TYPE HV | | |
0029 L021.11 143.000 BALE| 30.00000 4290.00| 31.50000 4504.50|
EROSION CHECKS, TYPE ST-A | | |
0030 L021.13 281.000 BALE| 31.00000 8711.00| 31.50000 8851.50|
EROSION CHECKS, TYPE ST-AA | | |
0031 L021.16 33.000 BALE| 35.00000 1155.00| 40.00000 1320.00|
EROSION CHECKS, TYPE ST-AAA | | |
0032 L021.17 21.000 BALE| 25.00000 525.00| 25.00000 525.00|
EROSION CHECKS, TYPE ST-HVC | | |
0033 L021.21 32.000 BALE| 27.00000 864.00| 25.00000 800.00|
EROSION CHECKS, TYPE AA | | |
0034 L022.12 2300.000 m | 10.00000 23000.00| 9.50000 21850.00|
FABRIC SILT FENCE-HIGH POROSITY | | |
0035 P300.24 70.800 m | 54.00000 3823.20| 16.30000 1154.04|
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
SECTION TOTALS | $ 1,710,972.22| $ 1,777,038.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERT
| | |
0036 0030.40 LUMP| 10000.00000 10000.00| 12000.00000 12000.00|
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -23
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 7 ) 0086 |( 8 ) 1227 |( )
|HENNINGSEN CONST., INC. |GILBERT CENTRAL CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 4040.00 16.000 EACH| 100.00000 1600.00| 100.00000 1600.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0038 4044.00 1.000 EACH| 1500.00000 1500.00| 10000.00000 10000.00|
PREPARATION OF STRUCTURE AT STA. 477+81 | | |
5 | | |
0039 4044.01 1.000 EACH| 1500.00000 1500.00| 15000.00000 15000.00|
PREPARATION OF STRUCTURE AT STA. 490+61 | | |
0040 4050.01 1983.000 m3 | 10.00000 19830.00| 6.00000 11898.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0041 4051.01 132.000 m3 | 10.00000 1320.00| 55.00000 7260.00|
EXCAVATION FOR BOX CULVERTS | | |
0042 4100.06 1.200 m3 | 1000.00000 1200.00| 700.00000 840.00|
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0043 4101.06 175.090 m3 | 350.00000 61281.50| 550.00000 96299.50|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0044 4107.07 1.500 m3 | 1200.00000 1800.00| 760.00000 1140.00|
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0045 4150.00 68.000 kg | 3.00000 204.00| 0.60000 40.80|
REINFORCING STEEL FOR HEADWALL | | |
0046 4151.00 9571.000 kg | 1.65000 15792.15| 1.70000 16270.70|
REINFORCING STEEL FOR BOX CULVERT | | |
0047 4157.00 52.000 kg | 3.00000 156.00| 0.60000 31.20|
REINFORCING STEEL FOR COLLARS | | |
0048 4310.24 8.000 EACH| 150.00000 1200.00| 500.00000 4000.00|
600 mm FLARED-END SECTION | | |
0049 4310.30 2.000 EACH| 250.00000 500.00| 800.00000 1600.00|
750 mm FLARED-END SECTION | | |
0050 4310.36 2.000 EACH| 410.00000 820.00| 1100.00000 2200.00|
900 mm FLARED-END SECTION | | |
0051 4310.48 5.000 EACH| 1000.00000 5000.00| 1600.00000 8000.00|
1200 mm FLARED-END SECTION | | |
0052 4670.05 119.000 m3 | 70.00000 8330.00| 90.00000 10710.00|
CULVERT SANDFILL | | |
0053 4880.30 17.000 m | 700.00000 11900.00| 670.00000 11390.00|
JACKING 750 mm CULVERT PIPE, TYPE 2 | | |
CLASS IV | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -24
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 7 ) 0086 |( 8 ) 1227 |( )
|HENNINGSEN CONST., INC. |GILBERT CENTRAL CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 4880.36 25.500 m | 800.00000 20400.00| 830.00000 21165.00|
JACKING 900 mm CULVERT PIPE, TYPE 2 | | |
CLASS IV | | |
0055 4880.48 44.500 m | 1200.00000 53400.00| 1250.00000 55625.00|
JACKING 1200 mm CULVERT PIPE, TYPE 2 | | |
CLASS IV | | |
0056 P120.30 2.500 m | 200.00000 500.00| 270.00000 675.00|
750 mm CULVERT PIPE, TYPE 2 | | |
0057 P120.36 3.500 m | 250.00000 875.00| 455.00000 1592.50|
900 mm CULVERT PIPE, TYPE 2 | | |
0058 P120.48 31.500 m | 340.00000 10710.00| 435.00000 13702.50|
1200 mm CULVERT PIPE, TYPE 2 | | |
0059 P128.30 17.000 m | 230.00000 3910.00| 150.00000 2550.00|
750 mm CULVERT PIPE, TYPE 2 CLASS IV | | |
0060 P128.36 25.500 m | 270.00000 6885.00| 180.00000 4590.00|
900 mm CULVERT PIPE, TYPE 2 CLASS IV | | |
0061 P128.48 44.500 m | 375.00000 16687.50| 285.00000 12682.50|
1200 mm CULVERT PIPE, TYPE 2 CLASS IV | | |
0062 P150.30 43.100 m | 150.00000 6465.00| 195.00000 8404.50|
750 mm CULVERT PIPE, TYPE 5 | | |
0063 P150.36 24.800 m | 165.00000 4092.00| 255.00000 6324.00|
900 mm CULVERT PIPE, TYPE 5 | | |
0064 P300.24 38.300 m | 65.00000 2489.50| 60.00000 2298.00|
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0065 P300.48 74.400 m | 175.00000 13020.00| 100.00000 7440.00|
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0066 P400.24 27.500 m | 95.00000 2612.50| 60.00000 1650.00|
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0067 P402.36 34.800 m | 120.00000 4176.00| 100.00000 3480.00|
900 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
SECTION TOTALS | $ 290,156.15| $ 352,459.20| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 463+39.5 2-61 & 1-75 m SPANS, WELDED PLATE STEEL GIRDER BRIDGE
| | |
0068 0030.60 LUMP| 200000.00000 200000.00| 100000.00000 100000.00|
MOBILIZATION | | |
0069 3050.15 143.100 m3 | 200.00000 28620.00| 350.00000 50085.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -25
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 7 ) 0086 |( 8 ) 1227 |( )
|HENNINGSEN CONST., INC. |GILBERT CENTRAL CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0070 3051.10 9670.000 kg | 1.00000 9670.00| 1.60000 15472.00|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0071 6000.10 55.000 LS | 15000.00000 15000.00| 10000.00000 10000.00|
ABUTMENT NO.1 EXCAVATION | | |
0072 6000.11 120.000 LS | 15000.00000 15000.00| 15000.00000 15000.00|
ABUTMENT NO.2 EXCAVATION | | |
0073 6000.60 115.000 LS | 80000.00000 80000.00| 35000.00000 35000.00|
PIER NO.1 EXCAVATION | | |
0074 6000.61 135.000 LS | 80000.00000 80000.00| 35000.00000 35000.00|
PIER NO.2 EXCAVATION | | |
0075 6004.50 15.300 m | 3400.00000 52020.00| 3800.00000 58140.00|
EXPANSION JOINT | | |
0076 6005.35 15.300 m | 200.00000 3060.00| 80.00000 1224.00|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0077 6005.78 15.000 EACH| 2100.00000 31500.00| 760.00000 11400.00|
EXPANSION BEARING, TFE TYPE | | |
0078 6005.83 5.000 EACH| 2400.00000 12000.00| 760.00000 3800.00|
FIXED BEARING | | |
0079 6010.22 390.700 m3 | 370.00000 144559.00| 530.00000 207071.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0080 6010.26 759.600 m3 | 220.00000 167112.00| 570.00000 432972.00|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0081 6040.00 1.000 EACH| 35000.00000 35000.00| 142500.00000 142500.00|
REMOVE STRUCTURE AT STA. 463+57.7 LT. | | |
0082 6071.11 498980.000 LS | 830000.00000 830000.00| 900000.00000 900000.00|
STEEL SUPERSTRUCTURE | | |
0083 6080.00 330.000 kg | 12.00000 3960.00| 8.00000 2640.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0084 6131.50 174775.000 kg | 0.95000 166036.25| 1.50000 262162.50|
EPOXY COATED REINFORCING STEEL | | |
0085 6139.50 106.000 m2 | 30.00000 3180.00| 45.00000 4770.00|
SUBSURFACE DRAINAGE MATTING | | |
0086 6210.14 2558.600 m | 50.00000 127930.00| 65.00000 166309.00|
HP 310 mm X 79 kg STEEL PILING | | |
0087 6310.00 152.800 m2 | 140.00000 21392.00| 140.00000 21392.00|
STEEL SHEET PILING | | |
0088 8091.00 345.000 m3 | 32.00000 11040.00| 34.00000 11730.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 2,037,079.25| $ 2,486,667.50| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -26
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 7 ) 0086 |( 8 ) 1227 |( )
|HENNINGSEN CONST., INC. |GILBERT CENTRAL CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0089 0030.70 LUMP| 950.00000 950.00| 1000.00000 1000.00|
MOBILIZATION | | |
0090 7011.20 114.300 m | 37.69000 4307.97| 40.00000 4572.00|
W-BEAM GUARDRAIL | | |
0091 7020.00 4.000 EACH| 1572.00000 6288.00| 1650.00000 6600.00|
BRIDGE APPROACH SECTIONS | | |
0092 7024.27 4.000 EACH| 1340.00000 5360.00| 1420.00000 5680.00|
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 16,905.97| $ 17,852.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 9 BITUMINOUS
| | |
0093 0002.76 23800.000 m | 0.18000 4284.00| 0.19000 4522.00|
PERMANENT PAVEMENT MARKING PAINT | | |
0094 0030.90 LUMP| 192405.00000 192405.00| 100000.00000 100000.00|
MOBILIZATION | | |
0095 1020.03 49.000 EACH| 8.00000 392.00| 8.50000 416.50|
DELINEATOR, TYPE III | | |
0096 1020.20 32.000 EACH| 25.00000 800.00| 26.50000 848.00|
INSTALL CHEVRONS | | |
0097 2001.00 128.000 m3 | 10.50000 1344.00| 11.10000 1420.80|
GRAVEL SURFACE COURSE | | |
0098 2009.10 1.000 StaM| 300.00000 300.00| 315.00000 315.00|
GRAVEL EMBEDMENT | | |
0099 2021.00 1.000 EACH| 100.00000 100.00| 105.00000 105.00|
MAILBOX POST | | |
0100 4004.50 2300.000 kg | 3.50000 8050.00| 2.30000 5290.00|
CAST IRON GRATE AND FRAME | | |
0101 4024.55 63.400 m | 150.00000 9510.00| 250.00000 15850.00|
FLUME SPILLWAY | | |
0102 4024.70 11.000 EACH| 1200.00000 13200.00| 2500.00000 27500.00|
CONCRETE FLUME, TYPE I | | |
0103 4105.59 48.110 m3 | 600.00000 28866.00| 900.00000 43299.00|
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0104 4155.50 1798.000 kg | 3.00000 5394.00| 1.00000 1798.00|
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0105 4763.26 1.000 EACH| 1000.00000 1000.00| 210.00000 210.00|
UNDERDRAIN HEADWALL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -27
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 7 ) 0086 |( 8 ) 1227 |( )
|HENNINGSEN CONST., INC. |GILBERT CENTRAL CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0106 4764.35 26.000 m | 50.00000 1300.00| 38.00000 988.00|
100 mm PERFORATED PIPE UNDERDRAIN | | |
0107 8029.84 21550.000 m2 | 2.35000 50642.50| 2.50000 53875.00|
BITUMINOUS FOUNDATION COURSE 100 mm | | |
0108 8111.00 180.122 StaM| 280.00000 50434.16| 550.00000 99067.10|
SHOULDER SUBGRADE PREPARATION | | |
0109 9000.75 100.000 Mg | 11.35000 1135.00| 46.00000 4600.00|
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0110 9004.89 68.767 StaM| 3306.00000 227343.70| 3000.00000 206301.00|
COLD IN-PLACE RECYCLING | | |
0111 9005.00 380.000 Mg | 50.00000 19000.00| 46.00000 17480.00|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0112 9005.21 200.000 m2 | 17.00000 3400.00| 68.00000 13600.00|
PATCHING BITUMINOUS SAND | | |
0113 9005.23 16260.000 Mg | 17.87000 290566.20| 33.00000 536580.00|
ASPHALTIC CONCRETE, TYPE SPS | | |
0114 9005.45 25790.000 Mg | 26.88000 693235.20| 39.30000 1013547.00|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0115 9009.00 1380.000 m2 | 2.25000 3105.00| 7.45000 10281.00|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0116 9009.10 6598.000 m2 | 7.80000 51464.40| 10.00000 65980.00|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DITCH LINER | | |
0117 9020.92 5.400 Mg | 208.00000 1123.20| 215.00000 1161.00|
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0118 9021.01 1398.060 Mg | 208.00000 290796.48| 215.00000 300582.90|
PERFORMANCE GRADED BINDER (64-22) | | |
0119 9021.03 878.040 Mg | 208.00000 182632.32| 205.00000 179998.20|
PERFORMANCE GRADED BINDER (58-28) | | |
0120 9030.00 3422.000 m | 17.00000 58174.00| 2.00000 6844.00|
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0121 9034.00 1318.000 m2 | 2.00000 2636.00| 5.50000 7249.00|
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0122 9053.00 72600.000 L | 0.30000 21780.00| 0.19000 13794.00|
TACK COAT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -28
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 7 ) 0086 |( 8 ) 1227 |( )
|HENNINGSEN CONST., INC. |GILBERT CENTRAL CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0123 9053.90 1049384.000 L | 0.21000 220370.64| 0.18000 188889.12|
EMULSIFIED ASPHALT FOR COLD IN-PLACE | | |
RECYCLING | | |
0124 9111.00 1255.000 kL | 2.00000 2510.00| 2.00000 2510.00|
WATER | | |
0125 9111.25 621.000 kL | 7.40000 4595.40| 2.00000 1242.00|
WATER FOR COLD IN-PLACE RECYCLING, | | |
APPLIED | | |
0126 9170.00 19.402 StaM| 180.00000 3492.36| 190.00000 3686.38|
EARTH SHOULDER CONSTRUCTION | | |
0127 9173.00 30.995 StaM| 360.00000 11158.20| 190.00000 5889.05|
SUBGRADE PREPARATION | | |
0128 9179.23 89.979 StaM| 523.00000 47059.02| 300.00000 26993.70|
COLD MILLING, CLASS 3 | | |
0129 9188.50 370.000 m2 | 38.25000 14152.50| 32.00000 11840.00|
SURFACING UNDER GUARDRAIL | | |
0130 9300.52 9.238 LS | 2000.00000 2000.00| 600.00000 600.00|
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
0131 P402.15 549.000 m | 120.00000 65880.00| 65.00000 35685.00|
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
SECTION TOTALS | $ 2,585,631.28| $ 3,010,837.75| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0132 0001.08 38340.000 BDAY| 0.50000 19170.00| 0.50000 19170.00|
BARRICADE, TYPE II | | |
0133 0001.10 9884.000 BDAY| 1.25000 12355.00| 1.25000 12355.00|
BARRICADE, TYPE III | | |
0134 0001.75 600.000 EACH| 2.00000 1200.00| 2.00000 1200.00|
TEMPORARY SIGN DAY | | |
0135 0001.90 25738.000 EACH| 0.25000 6434.50| 0.25000 6434.50|
SIGN DAY | | |
0136 0001.99 2736.000 EACH| 0.75000 2052.00| 0.75000 2052.00|
CONTRACTOR FURNISHED SIGN DAY | | |
0137 0002.30 650.000 m | 1.00000 650.00| 1.05000 682.50|
PAVEMENT MARKING REMOVAL | | |
0138 0002.39 5700.000 m | 1.90000 10830.00| 2.00000 11400.00|
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0139 0002.47 2000.000 m | 2.00000 4000.00| 2.10000 4200.00|
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03
PAGE : F09 -29
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 8648 COUNTIES : BOYD HOLT
LETTING DATE : 07/31/03 1:30 PM DISTRICT : 8
====================================================================================================================================
|( 7 ) 0086 |( 8 ) 1227 |( )
|HENNINGSEN CONST., INC. |GILBERT CENTRAL CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0140 0002.55 254.370 StaM| 22.50000 5723.33| 24.00000 6104.88|
OVERLAY BROKEN LINES | | |
0141 0002.60 508.740 StaM| 22.50000 11446.65| 24.00000 12209.76|
OVERLAY SOLID LINES | | |
0142 0003.10 100.000 DAY | 225.00000 22500.00| 250.00000 25000.00|
FLAGGING | | |
0143 0003.20 50.000 DAY | 325.00000 16250.00| 370.00000 18500.00|
FURNISHING AND OPERATING PILOT VEHICLE | | |
0144 0010.04 1.000 EACH| 6000.00000 6000.00| 9000.00000 9000.00|
FIELD OFFICE | | |
0145 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00|
TRAINING | | |
0146 0030.00 LUMP| 5000.00000 5000.00| 8000.00000 8000.00|
MOBILIZATION | | |
0147 9110.01 90.000 HOUR| 40.00000 3600.00| 120.00000 10800.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0148 9110.02 30.000 HOUR| 75.00000 2250.00| 135.00000 4050.00|
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0149 9110.03 90.000 HOUR| 45.00000 4050.00| 65.00000 5850.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0150 9110.06 60.000 HOUR| 45.00000 2700.00| 160.00000 9600.00|
RENTAL OF BACKHOE, FULLY OPERATED | | |
0151 9110.07 90.000 HOUR| 45.00000 4050.00| 60.00000 5400.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 141,861.48| $ 173,608.64| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 6,782,606.35| $ 7,818,463.09| $
====================================================================================================================================
Contracts Office
P.O. Box 94759 Lincoln, Nebraska 68509-4759
1500 Highway 2 Lincoln, Nebraska 68502
Tel (402) 479-4525
Fax (402) 479-3803
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