| Back to Bid Tabs |
Last Updated:
08/01/2003
|
|
July 31, 2003 Contract
Letting
|
|
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
Please contact the Contracts Section with your questions/comments.
Contact Construction Divison regarding web content/problems/suggestions.