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Last Updated:
05/23/2003
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May 22, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : 2 VENDOR RANKING CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 DISTRICT : 6 CONTRACT DESCRIPTION : PROJECT(S) : STPN-TMT-6555(1) LEXINGTON VIADUCT -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2252 PAULSEN, INC. $ 6,774,897.65 100.0000% 2 2207 UNITED CONTRACTORS, INC. $ 7,206,943.25 106.3772% 3 0805 A. M. COHRON & SON, INC. $ 7,324,063.88 108.1059% 4 0078 SIOUX FALLS CONSTRUCTION COMPANY $ 7,501,951.70 110.7316% 5 0880 CHRISTENSEN BROS., INC. $ 7,526,603.28 111.0955% NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -3 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 2207 |( 3 ) 0805 |PAULSEN, INC. |UNITED CONTRACTORS, INC. |COHRON & SON, INC./A. M. 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| 20000.00000 20000.00| 20000.00000 20000.00| 25803.00000 25803.00 MOBILIZATION | | | 0002 1000.00 16.000 EACH| 300.00000 4800.00| 300.00000 4800.00| 300.00000 4800.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.50 1200.000 CY | 5.00000 6000.00| 5.00000 6000.00| 5.00000 6000.00 REMOVAL OF UNSUITABLE MATERIAL | | | 0005 1011.00 65.000 MGAL| 9.00000 585.00| 9.00000 585.00| 9.00000 585.00 WATER | | | 0006 1030.00 4348.000 CY | 8.00000 34784.00| 8.00000 34784.00| 8.00000 34784.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1101.00 24971.000 SY | 5.50000 137340.50| 5.50000 137340.50| 5.50000 137340.50 REMOVE PAVEMENT | | | 0008 1101.25 2618.000 LF | 2.50000 6545.00| 2.50000 6545.00| 2.50000 6545.00 SAWING PAVEMENT | | | 0009 1102.00 659.000 SY | 4.00000 2636.00| 4.00000 2636.00| 4.00000 2636.00 REMOVE ASPHALT SURFACE | | | 0010 1106.00 3038.000 SY | 4.50000 13671.00| 4.50000 13671.00| 4.50000 13671.00 REMOVE DRIVEWAY | | | 0011 1107.00 2982.300 SY | 4.00000 11929.20| 4.00000 11929.20| 4.00000 11929.20 REMOVE WALK | | | 0012 1108.00 515.000 LF | 3.00000 1545.00| 3.00000 1545.00| 3.00000 1545.00 REMOVE COMBINATION CURB AND GUTTER | | | 0013 1112.00 3.000 EACH| 300.00000 900.00| 300.00000 900.00| 300.00000 900.00 REMOVE HEADER | | | 0014 1122.01 796.000 SY | 4.50000 3582.00| 4.50000 3582.00| 4.50000 3582.00 REMOVE CONCRETE MEDIAN SURFACING | | | 0015 9110.01 40.000 HOUR| 55.00000 2200.00| 60.00000 2400.00| 55.00000 2200.00 RENTAL OF LOADER, FULLY OPERATED | | | 0016 9110.03 40.000 HOUR| 45.00000 1800.00| 50.00000 2000.00| 30.00000 1200.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0017 9110.06 40.000 HOUR| 50.00000 2000.00| 100.00000 4000.00| 45.00000 1800.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0018 9110.07 40.000 HOUR| 30.00000 1200.00| 50.00000 2000.00| 30.00000 1200.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0019 L022.11 2438.000 LF | 3.00000 7314.00| 2.75000 6704.50| 2.75000 6704.50 FABRIC SILT FENCE-LOW POROSITY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -4 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 2207 |( 3 ) 0805 |PAULSEN, INC. |UNITED CONTRACTORS, INC. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 L022.12 1546.000 LF | 4.00000 6184.00| 3.55000 5488.30| 3.55000 5488.30 FABRIC SILT FENCE-HIGH POROSITY | | | SECTION TOTALS | $ 270,015.70| $ 271,910.50| $ 273,713.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 1A MSE WALLS | | | 0021 0030.10 LUMP| 21182.00000 21182.00| 89000.00000 89000.00| 20000.00000 20000.00 MOBILIZATION | | | 0022 1010.01 2925.000 CY | 4.53000 13250.25| 15.00000 43875.00| 5.40000 15795.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0023 4095.00 32791.000 SF | 20.05000 657459.55| 13.00000 426283.00| 17.97000 589254.27 CONCRETE FACE PANELS | | | 0024 4095.10 1954.000 LF | 7.29000 14244.66| 15.00000 29310.00| 9.43000 18426.22 CONCRETE LEVELING PADS | | | 0025 4095.20 2005.000 LF | 33.56000 67287.80| 55.00000 110275.00| 80.00000 160400.00 COPING | | | 0026 4350.18 1072.000 LF | 9.64000 10334.08| 12.00000 12864.00| 12.47000 13367.84 18" CORRUGATED METAL PIPE | | | 0027 8024.75 27166.000 CY | 7.79000 211623.14| 8.50000 230911.00| 8.84000 240147.44 SELECT GRANULAR BACKFILL FOR MSE WALL | | | SECTION TOTALS | $ 995,381.48| $ 942,518.00| $ 1,057,390.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 3 CONCRETE PAVEMENT | | | 0028 0030.30 LUMP| 85000.00000 85000.00| 174000.00000 174000.00| 60685.00000 60685.00 MOBILIZATION | | | 0029 2001.00 50.000 CY | 12.00000 600.00| 12.00000 600.00| 12.00000 600.00 GRAVEL SURFACE COURSE | | | 0030 2010.00 100.000 CY | 43.00000 4300.00| 43.00000 4300.00| 43.00000 4300.00 CRUSHED ROCK SURFACE COURSE | | | 0031 3008.05 648.000 EACH| 4.00000 2592.00| 4.00000 2592.00| 4.00000 2592.00 TIE BARS | | | 0032 3014.11 60.000 LF | 18.00000 1080.00| 18.00000 1080.00| 18.00000 1080.00 COMBINATION CONCRETE CLASS 47B-3500 | | | CURB AND GUTTER | | | 0033 3016.21 4860.000 SY | 31.00000 150660.00| 31.00000 150660.00| 31.00000 150660.00 CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0034 3016.23 838.000 SY | 40.21000 33695.98| 22.00000 18436.00| 34.00000 28492.00 6" CONCRETE CLASS 47B-3000 SIDEWALKS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -5 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 2207 |( 3 ) 0805 |PAULSEN, INC. |UNITED CONTRACTORS, INC. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 3017.43 1271.000 SY | 36.00000 45756.00| 36.00000 45756.00| 36.00000 45756.00 6" CONCRETE CLASS 47B-3000 MEDIAN | | | SURFACING | | | 0036 3020.24 1554.000 SY | 26.00000 40404.00| 26.00000 40404.00| 26.00000 40404.00 CONCRETE CLASS 47B-3500 DRIVEWAY | | | 0037 3070.11 3.030 CY | 145.00000 439.35| 145.00000 439.35| 145.00000 439.35 CONCRETE FOR HEADERS, CLASS 47B-3500 | | | 0038 3075.42 8472.000 SY | 33.50000 283812.00| 33.50000 283812.00| 33.50000 283812.00 9" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0039 3075.46 17979.000 SY | 35.00000 629265.00| 42.00000 755118.00| 37.05000 666121.95 9" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0040 6010.40 140.510 CY | 234.31000 32922.90| 452.00000 63510.52| 375.00000 52691.25 CLASS 47BD-4000 CONCRETE FOR BARRIER | | | 0041 6131.61 36600.000 LB | 0.52000 19032.00| 0.65000 23790.00| 0.54000 19764.00 EPOXY COATED REINFORCING STEEL FOR | | | BARRIER | | | 0042 6401.00 1611.000 LF | 35.93000 57883.23| 34.00000 54774.00| 31.50000 50746.50 PEDESTRIAN BARRIER RAIL | | | 0043 6404.00 1666.400 LF | 54.47000 90768.81| 50.00000 83320.00| 52.50000 87486.00 PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0044 7500.32 11.000 EACH| 240.00000 2640.00| 240.00000 2640.00| 200.00000 2200.00 ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0045 7502.04 2390.000 LF | 2.29000 5473.10| 2.29000 5473.10| 2.00000 4780.00 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0046 7503.04 9465.000 LF | 2.34000 22148.10| 2.34000 22148.10| 2.00000 18930.00 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0047 7504.03 1710.000 LF | 2.50000 4275.00| 2.50000 4275.00| 3.00000 5130.00 6" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 3 | | | 0048 7508.03 254.000 LF | 5.50000 1397.00| 5.50000 1397.00| 6.00000 1524.00 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 3 | | | 0049 8029.10 24085.000 SY | 5.40000 130059.00| 5.40000 130059.00| 5.40000 130059.00 AGGREGATE FOUNDATION COURSE-D 4" | | | 0050 9111.00 102.000 MGAL| 9.00000 918.00| 9.00000 918.00| 9.00000 918.00 WATER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -6 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 2207 |( 3 ) 0805 |PAULSEN, INC. |UNITED CONTRACTORS, INC. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 9170.00 94.707 STA | 102.00000 9660.11| 102.00000 9660.11| 102.00000 9660.11 EARTH SHOULDER CONSTRUCTION | | | 0052 9173.20 25681.000 SY | 0.95000 24396.95| 0.95000 24396.95| 0.95000 24396.95 SUBGRADE PREPARATION | | | 0053 A069.30 1510.200 LF | 12.00000 18122.40| 10.00000 15102.00| 8.00000 12081.60 1 1/2-INCH CONDUIT IN CURB | | | 0054 L001.02 3.200 ACRE| 500.00000 1600.00| 450.00000 1440.00| 450.00000 1440.00 SEEDING, TYPE B | | | 0055 L010.00 3628.000 SY | 5.75000 20861.00| 5.75000 20861.00| 5.75000 20861.00 SODDING | | | 0056 L032.80 3.800 TON | 800.00000 3040.00| 750.00000 2850.00| 750.00000 2850.00 HYDROMULCH | | | SECTION TOTALS | $ 1,722,801.93| $ 1,943,812.13| $ 1,730,460.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4 CULVERTS | | | 0057 0030.40 LUMP| 20000.00000 20000.00| 34000.00000 34000.00| 16316.00000 16316.00 MOBILIZATION | | | 0058 1117.00 4.000 EACH| 500.00000 2000.00| 200.00000 800.00| 200.00000 800.00 REMOVE MANHOLE | | | 0059 1119.00 37.000 EACH| 400.00000 14800.00| 175.00000 6475.00| 175.00000 6475.00 REMOVE INLET | | | 0060 4002.00 11250.000 LB | 2.50000 28125.00| 2.07000 23287.50| 2.07000 23287.50 CAST IRON COVER AND FRAME | | | 0061 4005.00 690.000 LB | 2.50000 1725.00| 1.95000 1345.50| 1.95000 1345.50 CAST IRON RING AND COVER | | | 0062 4012.12 2.000 EACH| 3000.00000 6000.00| 2530.00000 5060.00| 2530.00000 5060.00 CURB INLET TYPE E | | | 0063 4016.00 1.000 EACH| 3000.00000 3000.00| 2320.00000 2320.00| 2320.00000 2320.00 MANHOLE TYPE D | | | 0064 4016.01 2.000 EACH| 2800.00000 5600.00| 2050.00000 4100.00| 2050.00000 4100.00 MANHOLE TYPE E | | | 0065 4016.02 3.000 EACH| 6000.00000 18000.00| 3870.00000 11610.00| 3870.00000 11610.00 MANHOLE TYPE F | | | 0066 4016.03 1.000 EACH| 3000.00000 3000.00| 2100.00000 2100.00| 2100.00000 2100.00 MANHOLE AT STA. 9+77 LT. | | | 0067 4016.04 1.000 EACH| 4500.00000 4500.00| 3600.00000 3600.00| 3600.00000 3600.00 MANHOLE AT STA. 11+81.2 LT. | | | 0068 4016.05 1.000 EACH| 3500.00000 3500.00| 2470.00000 2470.00| 2470.00000 2470.00 MANHOLE AT STA. 15+15.9 LT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -7 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 2207 |( 3 ) 0805 |PAULSEN, INC. |UNITED CONTRACTORS, INC. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 4016.06 1.000 EACH| 4000.00000 4000.00| 3470.00000 3470.00| 3470.00000 3470.00 MANHOLE AT STA. 18+18 LT. | | | 0070 4016.07 1.000 EACH| 3000.00000 3000.00| 2200.00000 2200.00| 2200.00000 2200.00 MANHOLE AT STA. 23+70 LT. | | | 0071 4016.08 1.000 EACH| 2200.00000 2200.00| 1700.00000 1700.00| 1700.00000 1700.00 MANHOLE AT STA. 31+52 LT. | | | 0072 4016.09 1.000 EACH| 2200.00000 2200.00| 1660.00000 1660.00| 1660.00000 1660.00 MANHOLE AT STA. 32+78.6 LT. | | | 0073 4016.10 1.000 EACH| 1800.00000 1800.00| 1470.00000 1470.00| 1470.00000 1470.00 MANHOLE AT STA. 32+85 RT. | | | 0074 4016.11 1.000 EACH| 2000.00000 2000.00| 1600.00000 1600.00| 1600.00000 1600.00 MANHOLE AT STA. 33+70 LT. | | | 0075 4016.12 1.000 EACH| 2000.00000 2000.00| 1610.00000 1610.00| 1610.00000 1610.00 MANHOLE AT STA. 36+37 LT. | | | 0076 4016.13 1.000 EACH| 3000.00000 3000.00| 2240.00000 2240.00| 2240.00000 2240.00 MANHOLE AT STA. 406+35 LT. | | | 0077 4016.14 1.000 EACH| 2400.00000 2400.00| 1760.00000 1760.00| 1760.00000 1760.00 MANHOLE AT STA. 407+12 LT. | | | 0078 4016.15 1.000 EACH| 2400.00000 2400.00| 1760.00000 1760.00| 1760.00000 1760.00 MANHOLE AT STA. 408+11 LT. | | | 0079 4016.16 1.000 EACH| 2500.00000 2500.00| 1870.00000 1870.00| 1870.00000 1870.00 MANHOLE AT STA. 725+12.5 LT. | | | 0080 4016.17 1.000 EACH| 2200.00000 2200.00| 1700.00000 1700.00| 1700.00000 1700.00 MANHOLE AT STA. 729+08 LT. | | | 0081 4016.18 1.000 EACH| 4000.00000 4000.00| 3300.00000 3300.00| 3300.00000 3300.00 MANHOLE AT STA. 906+89 LT. | | | 0082 4016.19 1.000 EACH| 4000.00000 4000.00| 3300.00000 3300.00| 3300.00000 3300.00 MANHOLE AT STA. 910+59 LT. | | | 0083 4019.00 1.000 EACH| 20000.00000 20000.00| 17000.00000 17000.00| 17000.00000 17000.00 CONCRETE DISCHARGE STRUCTURE AT STA. | | | 12+08 RT. | | | 0084 4019.01 1.000 EACH| 25000.00000 25000.00| 21500.00000 21500.00| 21500.00000 21500.00 CONCRETE DISCHARGE STRUCTURE AT STA. | | | 12+12 LT. | | | 0085 4019.02 1.000 EACH| 27000.00000 27000.00| 22500.00000 22500.00| 22500.00000 22500.00 CONCRETE DISCHARGE STRUCTURE AT STA. | | | 28+35.05 LT. | | | 0086 4019.03 1.000 EACH| 25000.00000 25000.00| 21500.00000 21500.00| 21500.00000 21500.00 CONCRETE DISCHARGE STRUCTURE AT STA. | | | 28+39.4 RT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -8 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 2207 |( 3 ) 0805 |PAULSEN, INC. |UNITED CONTRACTORS, INC. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 4029.10 2.000 EACH| 2000.00000 4000.00| 1250.00000 2500.00| 1250.00000 2500.00 GRATE INLET TYPE A | | | 0088 4029.11 4.000 EACH| 2500.00000 10000.00| 1675.00000 6700.00| 1675.00000 6700.00 GRATE INLET TYPE B | | | 0089 4029.12 1.000 EACH| 4500.00000 4500.00| 3400.00000 3400.00| 3400.00000 3400.00 GRATE INLET TYPE C | | | 0090 4029.13 2.000 EACH| 5000.00000 10000.00| 3840.00000 7680.00| 3840.00000 7680.00 GRATE INLET TYPE D | | | 0091 4043.50 4106.500 LF | 8.00000 32852.00| 6.00000 24639.00| 6.00000 24639.00 REMOVE SEWER PIPE | | | 0092 4105.59 98.680 CY | 600.00000 59208.00| 479.00000 47267.72| 479.00000 47267.72 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0093 4107.07 2.540 CY | 750.00000 1905.00| 525.00000 1333.50| 525.00000 1333.50 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0094 4130.06 0.120 CY | 750.00000 90.00| 510.00000 61.20| 510.00000 61.20 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | PIPE CULVERT PLUG | | | 0095 4155.50 4892.000 LB | 1.00000 4892.00| 0.80000 3913.60| 0.80000 3913.60 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0096 4157.00 210.000 LB | 1.00000 210.00| 0.80000 168.00| 0.80000 168.00 REINFORCING STEEL FOR COLLARS | | | 0097 4460.18 1.000 EACH| 400.00000 400.00| 340.00000 340.00| 340.00000 340.00 18" CONCRETE FLARED-END SECTION | | | 0098 4600.15 707.500 LF | 30.00000 21225.00| 25.00000 17687.50| 25.00000 17687.50 15" REINFORCED CONCRETE SEWER PIPE | | | 0099 4600.18 236.000 LF | 35.00000 8260.00| 28.00000 6608.00| 28.00000 6608.00 18" REINFORCED CONCRETE SEWER PIPE | | | 0100 4600.21 147.000 LF | 38.00000 5586.00| 31.00000 4557.00| 31.00000 4557.00 21" REINFORCED CONCRETE SEWER PIPE | | | 0101 4600.24 456.000 LF | 40.00000 18240.00| 33.00000 15048.00| 33.00000 15048.00 24" REINFORCED CONCRETE SEWER PIPE | | | 0102 4600.30 266.000 LF | 60.00000 15960.00| 44.00000 11704.00| 44.00000 11704.00 30" REINFORCED CONCRETE SEWER PIPE | | | 0103 4600.42 969.800 LF | 80.00000 77584.00| 69.00000 66916.20| 69.00000 66916.20 42" REINFORCED CONCRETE SEWER PIPE | | | 0104 4605.18 192.000 LF | 45.00000 8640.00| 38.00000 7296.00| 38.00000 7296.00 18" ROUND EQUIVALENT REINFORCED | | | CONCRETE SEWER PIPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -9 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 2207 |( 3 ) 0805 |PAULSEN, INC. |UNITED CONTRACTORS, INC. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 4605.24 267.000 LF | 50.00000 13350.00| 41.00000 10947.00| 41.00000 10947.00 24" ROUND EQUIVALENT REINFORCED | | | CONCRETE SEWER PIPE | | | 0106 4605.30 884.000 LF | 70.00000 61880.00| 56.00000 49504.00| 56.00000 49504.00 30" ROUND EQUIVALENT REINFORCED | | | CONCRETE SEWER PIPE | | | 0107 4605.36 570.000 LF | 80.00000 45600.00| 71.00000 40470.00| 71.00000 40470.00 36" ROUND EQUIVALENT REINFORCED | | | CONCRETE SEWER PIPE | | | 0108 4605.42 1586.000 LF | 100.00000 158600.00| 82.00000 130052.00| 82.00000 130052.00 42" ROUND EQUIVALENT REINFORCED | | | CONCRETE SEWER PIPE | | | SECTION TOTALS | $ 807,932.00| $ 668,100.72| $ 650,416.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4A WATER MAIN & SANITARY SEWER | | | 0109 0030.40 LUMP| 14000.00000 14000.00| 3400.00000 3400.00| 7750.00000 7750.00 MOBILIZATION | | | 0110 1101.00 154.000 SY | 10.00000 1540.00| 8.00000 1232.00| 8.00000 1232.00 REMOVE PAVEMENT | | | 0111 1101.25 100.000 LF | 2.50000 250.00| 2.50000 250.00| 2.50000 250.00 SAWING PAVEMENT | | | 0112 1117.00 1.000 EACH| 400.00000 400.00| 230.00000 230.00| 230.00000 230.00 REMOVE MANHOLE | | | 0113 3075.42 154.000 SY | 50.00000 7700.00| 43.00000 6622.00| 43.00000 6622.00 9" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0114 4016.20 1.000 EACH| 2000.00000 2000.00| 1400.00000 1400.00| 1400.00000 1400.00 MANHOLE AT STA. 13+47 RT. | | | 0115 4016.21 1.000 EACH| 2400.00000 2400.00| 1900.00000 1900.00| 1900.00000 1900.00 MANHOLE AT STA. 27+35 RT. | | | 0116 4016.22 1.000 EACH| 2000.00000 2000.00| 1400.00000 1400.00| 1400.00000 1400.00 MANHOLE AT STA. 29+14 RT. | | | 0117 4017.00 1.000 EACH| 300.00000 300.00| 235.00000 235.00| 235.00000 235.00 TAPPING EXISTING MANHOLE | | | 0118 4042.60 12.000 EACH| 500.00000 6000.00| 385.00000 4620.00| 385.00000 4620.00 RECONNECT SANITARY SERVICE | | | 0119 4090.15 1.000 EACH| 100.00000 100.00| 60.00000 60.00| 60.00000 60.00 PLUG SEWER PIPE | | | 0120 4762.08 143.000 LF | 40.00000 5720.00| 30.00000 4290.00| 30.00000 4290.00 8" DUCTILE IRON SEWER PIPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -10 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 2207 |( 3 ) 0805 |PAULSEN, INC. |UNITED CONTRACTORS, INC. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 4762.12 44.000 LF | 50.00000 2200.00| 40.00000 1760.00| 40.00000 1760.00 12" DUCTILE IRON SEWER PIPE | | | 0122 4764.82 179.000 LF | 28.00000 5012.00| 23.00000 4117.00| 23.00000 4117.00 12" P.V.C. SEWER PIPE | | | 0123 4805.18 400.000 LF | 30.00000 12000.00| 25.00000 10000.00| 25.00000 10000.00 18" STEEL CASING | | | 0124 4810.18 340.000 LF | 250.00000 85000.00| 210.00000 71400.00| 210.00000 71400.00 JACKING 18" STEEL CASING PIPE | | | 0125 W200.04 3894.000 LB | 3.25000 12655.50| 2.80000 10903.20| 2.80000 10903.20 DUCTILE IRON FITTINGS, M.J. | | | 0126 W205.04 130.000 LF | 18.00000 2340.00| 15.00000 1950.00| 15.00000 1950.00 4" WATER MAIN PIPE | | | 0127 W205.06 486.000 LF | 20.00000 9720.00| 16.00000 7776.00| 16.00000 7776.00 6" WATER MAIN PIPE | | | 0128 W205.08 93.000 LF | 25.00000 2325.00| 20.00000 1860.00| 20.00000 1860.00 8" WATER MAIN PIPE | | | 0129 W205.10 318.000 LF | 28.00000 8904.00| 23.00000 7314.00| 23.00000 7314.00 10" WATER MAIN PIPE | | | 0130 W205.12 1880.000 LF | 30.00000 56400.00| 26.00000 48880.00| 26.00000 48880.00 12" WATER MAIN PIPE | | | 0131 W219.66 4.000 EACH| 800.00000 3200.00| 520.00000 2080.00| 520.00000 2080.00 6" GATE VALVE AND BOX | | | 0132 W219.68 1.000 EACH| 1000.00000 1000.00| 720.00000 720.00| 720.00000 720.00 8" GATE VALVE AND BOX | | | 0133 W219.70 2.000 EACH| 1200.00000 2400.00| 970.00000 1940.00| 970.00000 1940.00 10" GATE VALVE AND BOX | | | 0134 W219.72 4.000 EACH| 1500.00000 6000.00| 1100.00000 4400.00| 1100.00000 4400.00 12" GATE VALVE AND BOX | | | 0135 W222.00 2.000 EACH| 2200.00000 4400.00| 1900.00000 3800.00| 1900.00000 3800.00 FIRE HYDRANT ASSEMBLIES | | | 0136 W725.00 24.000 EACH| 600.00000 14400.00| 475.00000 11400.00| 475.00000 11400.00 RECONNECT WATER SERVICE | | | SECTION TOTALS | $ 270,366.50| $ 215,939.20| $ 220,289.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6 BRIDGE AT STA. 15+37.1 1-48' SPAN, PRESTRESSED CONC INVERTED TEE GIRDER BRIDGE | | | 0137 0030.60 LUMP| 16120.00000 16120.00| 20000.00000 20000.00| 24000.00000 24000.00 MOBILIZATION | | | 0138 3050.15 194.740 CY | 163.85000 31908.15| 165.00000 32132.10| 162.00000 31547.88 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -11 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 2207 |( 3 ) 0805 |PAULSEN, INC. |UNITED CONTRACTORS, INC. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 3051.10 17210.000 LB | 0.52000 8949.20| 0.55000 9465.50| 0.54000 9293.40 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0140 6010.22 53.460 CY | 208.64000 11153.89| 400.00000 21384.00| 420.00000 22453.20 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0141 6010.26 91.440 CY | 208.15000 19033.24| 420.00000 38404.80| 425.00000 38862.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0142 6011.11 55.740 LS | 43947.00000 43947.00| 70000.00000 70000.00| 48100.00000 48100.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 15+37.1 | | | 0143 6107.00 30.000 SY | 79.90000 2397.00| 60.00000 1800.00| 52.00000 1560.00 CONCRETE SLOPE PROTECTION | | | 0144 6131.50 24430.000 LB | 0.51000 12459.30| 0.60000 14658.00| 0.54000 13192.20 EPOXY COATED REINFORCING STEEL | | | 0145 6210.50 975.000 LF | 22.42000 21859.50| 17.00000 16575.00| 24.00000 23400.00 PIPE PILING | | | 0146 6404.16 72.000 LF | 13.82000 995.04| 50.00000 3600.00| 78.00000 5616.00 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0147 6601.15 300.000 LF | 12.50000 3750.00| 10.00000 3000.00| 6.25000 1875.00 1 1/2" CONDUIT IN BRIDGE | | | SECTION TOTALS | $ 172,572.32| $ 231,019.40| $ 219,899.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6A BRIDGE AT STA. 20+61.5 1-141', 2-134', & 2-133'2" SPANS, P/S CONCRETE GIRDER BRIDGE | | | 0148 0030.60 LUMP| 138847.00000 138847.00| 153000.00000 153000.00| 165000.00000 165000.00 MOBILIZATION | | | 0149 3050.15 213.200 CY | 185.94000 39642.41| 160.00000 34112.00| 162.00000 34538.40 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0150 3051.10 21350.000 LB | 0.50000 10675.00| 0.50000 10675.00| 0.54000 11529.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0151 6000.20 190.000 LS | 12272.00000 12272.00| 25000.00000 25000.00| 6000.00000 6000.00 PIER NO.1 EXCAVATION | | | 0152 6000.21 210.000 LS | 17373.00000 17373.00| 25000.00000 25000.00| 12000.00000 12000.00 PIER NO.2 EXCAVATION | | | 0153 6000.22 210.000 LS | 17373.00000 17373.00| 31000.00000 31000.00| 12000.00000 12000.00 PIER NO.3 EXCAVATION | | | 0154 6000.23 210.000 LS | 12272.00000 12272.00| 31000.00000 31000.00| 8000.00000 8000.00 PIER NO.4 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -12 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 2207 |( 3 ) 0805 |PAULSEN, INC. |UNITED CONTRACTORS, INC. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 6005.35 92.000 LF | 32.63000 3001.96| 150.00000 13800.00| 45.00000 4140.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0156 6005.83 28.000 EACH| 472.74000 13236.72| 500.00000 14000.00| 575.00000 16100.00 FIXED BEARING | | | 0157 6010.22 691.760 CY | 189.92000 131379.06| 300.00000 207528.00| 405.00000 280162.80 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0158 6010.26 1096.830 CY | 233.09000 255660.10| 300.00000 329049.00| 410.00000 449700.30 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0159 6011.11 594.170 LS | 465565.00000 465565.00| 460000.00000 460000.00| 505000.00000 505000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 20+61.5 | | | 0160 6080.00 1300.000 LB | 1.74000 2262.00| 3.00000 3900.00| 2.40000 3120.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0161 6100.00 4.000 EACH| 5285.00000 21140.00| 3500.00000 14000.00| 2600.00000 10400.00 FLOOR DRAINS | | | 0162 6107.00 30.000 SY | 80.12000 2403.60| 50.00000 1500.00| 52.00000 1560.00 CONCRETE SLOPE PROTECTION | | | 0163 6131.50 292300.000 LB | 0.50000 146150.00| 0.55000 160765.00| 0.54000 157842.00 EPOXY COATED REINFORCING STEEL | | | 0164 6210.50 4520.000 LF | 21.09000 95326.80| 22.00000 99440.00| 24.00000 108480.00 PIPE PILING | | | 0165 6404.16 388.000 LF | 16.33000 6336.04| 50.00000 19400.00| 38.00000 14744.00 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0166 6601.15 1474.800 LF | 6.10000 8996.28| 10.00000 14748.00| 6.25000 9217.50 1 1/2" CONDUIT IN BRIDGE | | | SECTION TOTALS | $ 1,399,911.97| $ 1,647,917.00| $ 1,809,534.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6B BRIDGE AT STA. 6+62.92 MADISON STREET PEDESTRIAN OVERPASS W/CONCRETE RAMPS | | | 0167 0030.60 LUMP| | 85000.00000 85000.00| MOBILIZATION | | | 0168 6000.20 35.000 LS | | 8000.00000 8000.00| PIER NO.1 EXCAVATION | | | 0169 6000.21 20.000 LS | | 8000.00000 8000.00| PIER NO.2 EXCAVATION | | | 0170 6002.00 15.000 LS | | 1000.00000 1000.00| COLUMN FOOTING NO.1 EXCAVATION | | | 0171 6002.01 15.000 LS | | 1000.00000 1000.00| COLUMN FOOTING NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -13 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 2207 |( 3 ) 0805 |PAULSEN, INC. |UNITED CONTRACTORS, INC. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0172 6002.02 15.000 LS | | 1000.00000 1000.00| COLUMN FOOTING NO.3 EXCAVATION | | | 0173 6002.03 15.000 LS | | 1000.00000 1000.00| COLUMN FOOTING NO.4 EXCAVATION | | | 0174 6002.04 15.000 LS | | 1000.00000 1000.00| COLUMN FOOTING NO.5 EXCAVATION | | | 0175 6002.05 15.000 LS | | 1000.00000 1000.00| COLUMN FOOTING NO.6 EXCAVATION | | | 0176 6002.06 15.000 LS | | 1000.00000 1000.00| COLUMN FOOTING NO.7 EXCAVATION | | | 0177 6002.07 15.000 LS | | 1000.00000 1000.00| COLUMN FOOTING NO.8 EXCAVATION | | | 0178 6010.22 170.200 CY | | 500.00000 85100.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0179 6070.50 2145.000 LS | | 225000.00000 225000.00| PEDESTRIAN BRIDGE | | | 0180 6070.80 11690.000 LS | | 412000.00000 412000.00| PRECAST/PRESTRESSED CONCRETE RAMP | | | STRUCTURE | | | 0181 6100.00 4.000 EACH| | 2000.00000 8000.00| FLOOR DRAINS | | | 0182 6131.50 17770.000 LB | | 0.60000 10662.00| EPOXY COATED REINFORCING STEEL | | | 0183 6210.50 2080.000 LF | | 20.00000 41600.00| PIPE PILING | | | 0184 6404.25 2002.000 LF | | 67.00000 134134.00| 5' PEDESTRIAN RAILING (CHAIN LINK | | | TYPE-VINYL COATED) | | | 0185 6700.15 1.000 EACH| | 1500.00000 1500.00| LIGHTING SYSTEM | | | 0186 6700.20 57.000 EACH| | 500.00000 28500.00| TYPE A LIGHT FIXTURES | | | 0187 6700.30 8.000 EACH| | 1800.00000 14400.00| TYPE B LIGHT POLES | | | SECTION TOTALS | $ 0.00| $ 1,069,896.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6C BRIDGE AT STA. 6+62.92 MADISON STREET PEDESTRIAN OVERPASS W/STEEL RAMPS | | | 0188 0030.60 LUMP| 82896.00000 82896.00| | 45000.00000 45000.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -14 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 2207 |( 3 ) 0805 |PAULSEN, INC. |UNITED CONTRACTORS, INC. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0189 6000.20 35.000 LS | 5275.00000 5275.00| | 4000.00000 4000.00 PIER NO.1 EXCAVATION | | | 0190 6000.21 20.000 LS | 5322.00000 5322.00| | 4000.00000 4000.00 PIER NO.2 EXCAVATION | | | 0191 6002.00 15.000 LS | 4996.00000 4996.00| | 1500.00000 1500.00 COLUMN FOOTING NO.1 EXCAVATION | | | 0192 6002.01 15.000 LS | 4996.00000 4996.00| | 1500.00000 1500.00 COLUMN FOOTING NO.2 EXCAVATION | | | 0193 6002.02 15.000 LS | 4996.00000 4996.00| | 1500.00000 1500.00 COLUMN FOOTING NO.3 EXCAVATION | | | 0194 6002.03 15.000 LS | 4996.00000 4996.00| | 1500.00000 1500.00 COLUMN FOOTING NO.4 EXCAVATION | | | 0195 6002.04 15.000 LS | 4996.00000 4996.00| | 1500.00000 1500.00 COLUMN FOOTING NO.5 EXCAVATION | | | 0196 6002.05 15.000 LS | 4996.00000 4996.00| | 1500.00000 1500.00 COLUMN FOOTING NO.6 EXCAVATION | | | 0197 6002.06 15.000 LS | 4996.00000 4996.00| | 1500.00000 1500.00 COLUMN FOOTING NO.7 EXCAVATION | | | 0198 6002.07 15.000 LS | 4996.00000 4996.00| | 1500.00000 1500.00 COLUMN FOOTING NO.8 EXCAVATION | | | 0199 6010.22 173.900 CY | 351.91000 61197.15| | 550.00000 95645.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0200 6010.45 12477.000 SF | 5.84000 72865.68| | 18.00000 224586.00 CLASS 47BD-3000 CONCRETE FOR RAMPS | | | 0201 6070.50 2145.000 LS | 212579.00000 212579.00| | 280000.00000 280000.00 PEDESTRIAN BRIDGE | | | 0202 6070.90 11690.000 LS | 207628.00000 207628.00| | 220000.00000 220000.00 PREFABRICATED STEEL RAMP STRUCTURE | | | 0203 6100.00 4.000 EACH| 2094.00000 8376.00| | 1800.00000 7200.00 FLOOR DRAINS | | | 0204 6131.50 18355.000 LB | 0.52000 9544.60| | 0.62000 11380.10 EPOXY COATED REINFORCING STEEL | | | 0205 6210.50 2080.000 LF | 21.09000 43867.20| | 24.00000 49920.00 PIPE PILING | | | 0206 6404.25 2002.000 LF | 42.21000 84504.42| | 66.00000 132132.00 5' PEDESTRIAN RAILING (CHAIN LINK | | | TYPE-VINYL COATED) | | | 0207 6700.15 1.000 EACH| 1500.00000 1500.00| | 1530.00000 1530.00 LIGHTING SYSTEM | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -15 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 2207 |( 3 ) 0805 |PAULSEN, INC. |UNITED CONTRACTORS, INC. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0208 6700.20 57.000 EACH| 500.00000 28500.00| | 510.00000 29070.00 TYPE A LIGHT FIXTURES | | | 0209 6700.30 8.000 EACH| 1800.00000 14400.00| | 1835.00000 14680.00 TYPE B LIGHT POLES | | | SECTION TOTALS | $ 878,423.05| $ 0.00| $ 1,131,143.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 8B ELECTRICAL | | | 0210 0030.81 LUMP| 7000.00000 7000.00| 7000.00000 7000.00| 13109.00000 13109.00 MOBILIZATION | | | 0211 A001.01 16.000 EACH| 500.00000 8000.00| 500.00000 8000.00| 500.00000 8000.00 PULL BOX, TYPE PB-1 | | | 0212 A001.05 4.000 EACH| 700.00000 2800.00| 700.00000 2800.00| 700.00000 2800.00 PULL BOX, TYPE PB-2 | | | 0213 A001.12 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 400.00000 800.00 PULL BOX, TYPE PB-5 | | | 0214 A001.16 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 PULL BOX, TYPE PB-6 | | | 0215 A004.00 15.000 EACH| 700.00000 10500.00| 700.00000 10500.00| 700.00000 10500.00 TRAFFIC SIGNAL, TYPE TS-1 | | | 0216 A004.04 3.000 EACH| 1300.00000 3900.00| 1300.00000 3900.00| 1300.00000 3900.00 TRAFFIC SIGNAL, TYPE TS-1LL | | | 0217 A006.15 10.000 EACH| 450.00000 4500.00| 450.00000 4500.00| 450.00000 4500.00 PEDESTRIAN SIGNAL, TYPE PS-1 | | | 0218 A006.70 10.000 EACH| 125.00000 1250.00| 125.00000 1250.00| 125.00000 1250.00 PEDESTRIAN PUSHBUTTON, TYPE PPB | | | 0219 A006.84 1.000 EACH| 750.00000 750.00| 750.00000 750.00| 750.00000 750.00 PEDESTAL POLE, TYPE PP-10 | | | 0220 A006.98 40.000 EACH| 150.00000 6000.00| 150.00000 6000.00| 150.00000 6000.00 VEHICLE DETECTOR, TYPE A PREFORMED | | | 0221 A007.08 4.000 EACH| 400.00000 1600.00| 400.00000 1600.00| 400.00000 1600.00 VEHICLE DETECTOR, TYPE TD-3 | | | 0222 A007.15 10.000 EACH| 450.00000 4500.00| 450.00000 4500.00| 450.00000 4500.00 VEHICLE DETECTOR, TYPE TD-5 | | | 0223 A009.08 6.000 EACH| 1500.00000 9000.00| 1500.00000 9000.00| 1500.00000 9000.00 STREET LIGHTING UNIT, TYPE SL-A-40-6-0. | | | 25 | | | 0224 A009.09 10.000 EACH| 1450.00000 14500.00| 1450.00000 14500.00| 1450.00000 14500.00 STREET LIGHTING UNIT, TYPE SL-A-40-8-0. | | | 25 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -16 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 2207 |( 3 ) 0805 |PAULSEN, INC. |UNITED CONTRACTORS, INC. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0225 A009.11 5.000 EACH| 1700.00000 8500.00| 1700.00000 8500.00| 1700.00000 8500.00 STREET LIGHTING UNIT, TYPE SL-A-40-12-0 | | | 25 | | | 0226 A009.55 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| 1600.00000 3200.00 STREET LIGHTING UNIT, TYPE SL-A-45-12-0 | | | 25 | | | 0227 A011.65 1.000 EACH| 4900.00000 4900.00| 4900.00000 4900.00| 4900.00000 4900.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-40-12 | | | 0228 A012.05 1.000 EACH| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-45-12 | | | 0229 A012.95 1.000 EACH| 6600.00000 6600.00| 6600.00000 6600.00| 6600.00000 6600.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-65-12 | | | 0230 A016.55 1.000 EACH| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 MAST ARM SIGNAL POLE, TYPE MP-35 | | | 0231 A016.60 1.000 EACH| 4100.00000 4100.00| 4100.00000 4100.00| 4100.00000 4100.00 MAST ARM SIGNAL POLE, TYPE MP-40 | | | 0232 A016.65 1.000 EACH| 4200.00000 4200.00| 4200.00000 4200.00| 4200.00000 4200.00 MAST ARM SIGNAL POLE, TYPE MP-45 | | | 0233 A016.70 1.000 EACH| 4300.00000 4300.00| 4300.00000 4300.00| 4300.00000 4300.00 MAST ARM SIGNAL POLE, TYPE MP-50 | | | 0234 A016.75 1.000 EACH| 5100.00000 5100.00| 5100.00000 5100.00| 5100.00000 5100.00 MAST ARM SIGNAL POLE, TYPE MP-55 | | | 0235 A020.30 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 LIGHTING CONTROL CENTER, TYPE R | | | 0236 A070.10 3141.000 LF | 2.25000 7067.25| 2.25000 7067.25| 2.25000 7067.25 1 1/2-INCH CONDUIT IN TRENCH | | | 0237 A070.14 1973.000 LF | 2.75000 5425.75| 2.75000 5425.75| 2.75000 5425.75 2-INCH CONDUIT IN TRENCH | | | 0238 A070.18 44.000 LF | 3.25000 143.00| 3.25000 143.00| 3.25000 143.00 3-INCH CONDUIT IN TRENCH | | | 0239 A072.10 1177.000 LF | 2.25000 2648.25| 2.25000 2648.25| 2.25000 2648.25 1 1/2-INCH CONDUIT UNDER ROADWAY | | | 0240 A074.14 26.000 LF | 15.00000 390.00| 15.00000 390.00| 15.00000 390.00 2-INCH CONDUIT, JACKED | | | 0241 A074.18 110.000 LF | 16.00000 1760.00| 16.00000 1760.00| 16.00000 1760.00 3-INCH CONDUIT, JACKED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -17 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 2207 |( 3 ) 0805 |PAULSEN, INC. |UNITED CONTRACTORS, INC. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0242 A077.12 174.000 LF | 0.30000 52.20| 0.30000 52.20| 0.30000 52.20 2/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0243 A077.15 653.000 LF | 0.40000 261.20| 0.40000 261.20| 0.40000 261.20 5/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0244 A077.22 564.000 LF | 1.10000 620.40| 1.10000 620.40| 1.10000 620.40 12/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0245 A079.01 5581.000 LF | 0.30000 1674.30| 0.30000 1674.30| 0.30000 1674.30 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0246 A079.50 713.000 LF | 0.30000 213.90| 0.30000 213.90| 0.30000 213.90 GROUNDING CONDUCTOR | | | 0247 A079.55 1243.000 LF | 0.65000 807.95| 0.65000 807.95| 0.65000 807.95 SERVICE CABLE | | | 0248 A080.22 8215.000 LF | 0.30000 2464.50| 0.30000 2464.50| 0.30000 2464.50 STREET LIGHTING CABLE, NO. 6 BARE | | | 0249 A080.24 16270.000 LF | 0.50000 8135.00| 0.50000 8135.00| 0.50000 8135.00 STREET LIGHTING CABLE, NO. 6 USE | | | 0250 A500.20 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 1000.00000 2000.00 INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | | TC-170 | | | 0251 A600.00 3.000 EACH| 900.00000 2700.00| 900.00000 2700.00| 900.00000 2700.00 REMOVE LIGHTING UNIT | | | 0252 A611.00 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 REMOVE TRAFFIC SIGNAL CONTROLLER | | | 0253 A650.02 4.000 EACH| 800.00000 3200.00| 800.00000 3200.00| 800.00000 3200.00 REMOVE MAST ARM SIGNAL POLE | | | 0254 A700.20 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 1500.00000 6000.00 RELOCATE STREET LIGHTING UNIT | | | SECTION TOTALS | $ 173,063.70| $ 173,063.70| $ 179,172.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 10 GENERAL ITEMS | | | 0255 0001.08 1800.000 BDAY| 0.50000 900.00| 0.50000 900.00| 0.50000 900.00 BARRICADE, TYPE II | | | 0256 0001.10 17714.000 BDAY| 3.00000 53142.00| 0.70000 12399.80| 1.25000 22142.50 BARRICADE, TYPE III | | | 0257 0001.75 76.000 EACH| 2.95000 224.20| 4.00000 304.00| 3.00000 228.00 TEMPORARY SIGN DAY | | | 0258 0001.90 25448.000 EACH| 0.35000 8906.80| 0.35000 8906.80| 0.25000 6362.00 SIGN DAY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -18 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 2207 |( 3 ) 0805 |PAULSEN, INC. |UNITED CONTRACTORS, INC. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0259 0001.99 5786.000 EACH| 1.00000 5786.00| 1.00000 5786.00| 1.00000 5786.00 CONTRACTOR FURNISHED SIGN DAY | | | 0260 0002.97 55.000 DAY | 30.00000 1650.00| 30.00000 1650.00| 25.00000 1375.00 FLASHING ARROW PANEL | | | 0261 0003.10 19.000 DAY | 180.00000 3420.00| 180.00000 3420.00| 150.00000 2850.00 FLAGGING | | | 0262 0010.04 1.000 EACH| 4000.00000 4000.00| 5000.00000 5000.00| 6000.00000 6000.00 FIELD OFFICE | | | 0263 0020.00 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 TRAINING | | | 0264 0030.00 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| 4000.00000 4000.00 MOBILIZATION | | | SECTION TOTALS | $ 84,429.00| $ 42,766.60| $ 52,043.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,774,897.65| $ 7,206,943.25| $ 7,324,063.88 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -19 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0078 |( 5 ) 0880 |( ) |SIOUX FALLS CONSTRUCTION CO |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 35500.00000 35500.00| 25000.00000 25000.00| MOBILIZATION | | | 0002 1000.00 16.000 EACH| 300.00000 4800.00| 300.00000 4800.00| LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| GENERAL CLEARING AND GRUBBING | | | 0004 1010.50 1200.000 CY | 5.00000 6000.00| 5.00000 6000.00| REMOVAL OF UNSUITABLE MATERIAL | | | 0005 1011.00 65.000 MGAL| 9.00000 585.00| 9.00000 585.00| WATER | | | 0006 1030.00 4348.000 CY | 8.00000 34784.00| 8.00000 34784.00| EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1101.00 24971.000 SY | 5.50000 137340.50| 6.00000 149826.00| REMOVE PAVEMENT | | | 0008 1101.25 2618.000 LF | 2.50000 6545.00| 2.50000 6545.00| SAWING PAVEMENT | | | 0009 1102.00 659.000 SY | 4.00000 2636.00| 4.00000 2636.00| REMOVE ASPHALT SURFACE | | | 0010 1106.00 3038.000 SY | 4.50000 13671.00| 5.00000 15190.00| REMOVE DRIVEWAY | | | 0011 1107.00 2982.300 SY | 4.00000 11929.20| 4.00000 11929.20| REMOVE WALK | | | 0012 1108.00 515.000 LF | 3.00000 1545.00| 3.00000 1545.00| REMOVE COMBINATION CURB AND GUTTER | | | 0013 1112.00 3.000 EACH| 300.00000 900.00| 300.00000 900.00| REMOVE HEADER | | | 0014 1122.01 796.000 SY | 4.50000 3582.00| 5.00000 3980.00| REMOVE CONCRETE MEDIAN SURFACING | | | 0015 9110.01 40.000 HOUR| 75.00000 3000.00| 60.00000 2400.00| RENTAL OF LOADER, FULLY OPERATED | | | 0016 9110.03 40.000 HOUR| 55.00000 2200.00| 50.00000 2000.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0017 9110.06 40.000 HOUR| 85.00000 3400.00| 70.00000 2800.00| RENTAL OF BACKHOE, FULLY OPERATED | | | 0018 9110.07 40.000 HOUR| 55.00000 2200.00| 40.00000 1600.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | 0019 L022.11 2438.000 LF | 2.80000 6826.40| 3.00000 7314.00| FABRIC SILT FENCE-LOW POROSITY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -20 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0078 |( 5 ) 0880 |( ) |SIOUX FALLS CONSTRUCTION CO |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 L022.12 1546.000 LF | 3.40000 5256.40| 3.50000 5411.00| FABRIC SILT FENCE-HIGH POROSITY | | | SECTION TOTALS | $ 287,700.50| $ 290,245.20| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 1A MSE WALLS | | | 0021 0030.10 LUMP| 70000.00000 70000.00| 90000.00000 90000.00| MOBILIZATION | | | 0022 1010.01 2925.000 CY | 9.00000 26325.00| 2.00000 5850.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0023 4095.00 32791.000 SF | 12.00000 393492.00| 18.00000 590238.00| CONCRETE FACE PANELS | | | 0024 4095.10 1954.000 LF | 10.50000 20517.00| 9.45000 18465.30| CONCRETE LEVELING PADS | | | 0025 4095.20 2005.000 LF | 75.00000 150375.00| 55.00000 110275.00| COPING | | | 0026 4350.18 1072.000 LF | 10.00000 10720.00| 13.00000 13936.00| 18" CORRUGATED METAL PIPE | | | 0027 8024.75 27166.000 CY | 10.30000 279809.80| 8.90000 241777.40| SELECT GRANULAR BACKFILL FOR MSE WALL | | | SECTION TOTALS | $ 951,238.80| $ 1,070,541.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 3 CONCRETE PAVEMENT | | | 0028 0030.30 LUMP| 130000.00000 130000.00| 30000.00000 30000.00| MOBILIZATION | | | 0029 2001.00 50.000 CY | 12.00000 600.00| 12.00000 600.00| GRAVEL SURFACE COURSE | | | 0030 2010.00 100.000 CY | 43.00000 4300.00| 43.00000 4300.00| CRUSHED ROCK SURFACE COURSE | | | 0031 3008.05 648.000 EACH| 4.00000 2592.00| 4.00000 2592.00| TIE BARS | | | 0032 3014.11 60.000 LF | 18.00000 1080.00| 18.00000 1080.00| COMBINATION CONCRETE CLASS 47B-3500 | | | CURB AND GUTTER | | | 0033 3016.21 4860.000 SY | 31.00000 150660.00| 31.00000 150660.00| CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0034 3016.23 838.000 SY | 45.00000 37710.00| 36.00000 30168.00| 6" CONCRETE CLASS 47B-3000 SIDEWALKS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -21 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0078 |( 5 ) 0880 |( ) |SIOUX FALLS CONSTRUCTION CO |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 3017.43 1271.000 SY | 36.00000 45756.00| 36.00000 45756.00| 6" CONCRETE CLASS 47B-3000 MEDIAN | | | SURFACING | | | 0036 3020.24 1554.000 SY | 26.00000 40404.00| 26.00000 40404.00| CONCRETE CLASS 47B-3500 DRIVEWAY | | | 0037 3070.11 3.030 CY | 145.00000 439.35| 145.00000 439.35| CONCRETE FOR HEADERS, CLASS 47B-3500 | | | 0038 3075.42 8472.000 SY | 33.50000 283812.00| 33.50000 283812.00| 9" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0039 3075.46 17979.000 SY | 40.00000 719160.00| 36.00000 647244.00| 9" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0040 6010.40 140.510 CY | 300.00000 42153.00| 325.00000 45665.75| CLASS 47BD-4000 CONCRETE FOR BARRIER | | | 0041 6131.61 36600.000 LB | 0.48000 17568.00| 0.50000 18300.00| EPOXY COATED REINFORCING STEEL FOR | | | BARRIER | | | 0042 6401.00 1611.000 LF | 30.00000 48330.00| 34.00000 54774.00| PEDESTRIAN BARRIER RAIL | | | 0043 6404.00 1666.400 LF | 50.00000 83320.00| 50.00000 83320.00| PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0044 7500.32 11.000 EACH| 240.00000 2640.00| 250.00000 2750.00| ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0045 7502.04 2390.000 LF | 2.29000 5473.10| 2.30000 5497.00| 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0046 7503.04 9465.000 LF | 2.34000 22148.10| 2.40000 22716.00| 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0047 7504.03 1710.000 LF | 2.50000 4275.00| 2.50000 4275.00| 6" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 3 | | | 0048 7508.03 254.000 LF | 5.50000 1397.00| 6.00000 1524.00| 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 3 | | | 0049 8029.10 24085.000 SY | 5.40000 130059.00| 5.40000 130059.00| AGGREGATE FOUNDATION COURSE-D 4" | | | 0050 9111.00 102.000 MGAL| 9.00000 918.00| 9.00000 918.00| WATER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -22 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0078 |( 5 ) 0880 |( ) |SIOUX FALLS CONSTRUCTION CO |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 9170.00 94.707 STA | 102.00000 9660.11| 102.00000 9660.11| EARTH SHOULDER CONSTRUCTION | | | 0052 9173.20 25681.000 SY | 0.95000 24396.95| 0.95000 24396.95| SUBGRADE PREPARATION | | | 0053 A069.30 1510.200 LF | 6.10000 9212.22| 18.00000 27183.60| 1 1/2-INCH CONDUIT IN CURB | | | 0054 L001.02 3.200 ACRE| 800.00000 2560.00| 800.00000 2560.00| SEEDING, TYPE B | | | 0055 L010.00 3628.000 SY | 5.75000 20861.00| 7.00000 25396.00| SODDING | | | 0056 L032.80 3.800 TON | 1800.00000 6840.00| 1850.00000 7030.00| HYDROMULCH | | | SECTION TOTALS | $ 1,848,324.83| $ 1,703,080.76| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4 CULVERTS | | | 0057 0030.40 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| MOBILIZATION | | | 0058 1117.00 4.000 EACH| 200.00000 800.00| 200.00000 800.00| REMOVE MANHOLE | | | 0059 1119.00 37.000 EACH| 175.00000 6475.00| 175.00000 6475.00| REMOVE INLET | | | 0060 4002.00 11250.000 LB | 2.07000 23287.50| 2.07000 23287.50| CAST IRON COVER AND FRAME | | | 0061 4005.00 690.000 LB | 1.95000 1345.50| 1.95000 1345.50| CAST IRON RING AND COVER | | | 0062 4012.12 2.000 EACH| 2530.00000 5060.00| 2600.00000 5200.00| CURB INLET TYPE E | | | 0063 4016.00 1.000 EACH| 2320.00000 2320.00| 2400.00000 2400.00| MANHOLE TYPE D | | | 0064 4016.01 2.000 EACH| 2050.00000 4100.00| 2100.00000 4200.00| MANHOLE TYPE E | | | 0065 4016.02 3.000 EACH| 3870.00000 11610.00| 4000.00000 12000.00| MANHOLE TYPE F | | | 0066 4016.03 1.000 EACH| 2100.00000 2100.00| 2100.00000 2100.00| MANHOLE AT STA. 9+77 LT. | | | 0067 4016.04 1.000 EACH| 3600.00000 3600.00| 3600.00000 3600.00| MANHOLE AT STA. 11+81.2 LT. | | | 0068 4016.05 1.000 EACH| 2470.00000 2470.00| 2470.00000 2470.00| MANHOLE AT STA. 15+15.9 LT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -23 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0078 |( 5 ) 0880 |( ) |SIOUX FALLS CONSTRUCTION CO |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 4016.06 1.000 EACH| 3470.00000 3470.00| 3470.00000 3470.00| MANHOLE AT STA. 18+18 LT. | | | 0070 4016.07 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00| MANHOLE AT STA. 23+70 LT. | | | 0071 4016.08 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| MANHOLE AT STA. 31+52 LT. | | | 0072 4016.09 1.000 EACH| 1660.00000 1660.00| 1660.00000 1660.00| MANHOLE AT STA. 32+78.6 LT. | | | 0073 4016.10 1.000 EACH| 1470.00000 1470.00| 1470.00000 1470.00| MANHOLE AT STA. 32+85 RT. | | | 0074 4016.11 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| MANHOLE AT STA. 33+70 LT. | | | 0075 4016.12 1.000 EACH| 1610.00000 1610.00| 1610.00000 1610.00| MANHOLE AT STA. 36+37 LT. | | | 0076 4016.13 1.000 EACH| 2240.00000 2240.00| 2240.00000 2240.00| MANHOLE AT STA. 406+35 LT. | | | 0077 4016.14 1.000 EACH| 1760.00000 1760.00| 1760.00000 1760.00| MANHOLE AT STA. 407+12 LT. | | | 0078 4016.15 1.000 EACH| 1760.00000 1760.00| 1760.00000 1760.00| MANHOLE AT STA. 408+11 LT. | | | 0079 4016.16 1.000 EACH| 1870.00000 1870.00| 1870.00000 1870.00| MANHOLE AT STA. 725+12.5 LT. | | | 0080 4016.17 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| MANHOLE AT STA. 729+08 LT. | | | 0081 4016.18 1.000 EACH| 3300.00000 3300.00| 3300.00000 3300.00| MANHOLE AT STA. 906+89 LT. | | | 0082 4016.19 1.000 EACH| 3300.00000 3300.00| 3300.00000 3300.00| MANHOLE AT STA. 910+59 LT. | | | 0083 4019.00 1.000 EACH| 17000.00000 17000.00| 17000.00000 17000.00| CONCRETE DISCHARGE STRUCTURE AT STA. | | | 12+08 RT. | | | 0084 4019.01 1.000 EACH| 21500.00000 21500.00| 21500.00000 21500.00| CONCRETE DISCHARGE STRUCTURE AT STA. | | | 12+12 LT. | | | 0085 4019.02 1.000 EACH| 22500.00000 22500.00| 22500.00000 22500.00| CONCRETE DISCHARGE STRUCTURE AT STA. | | | 28+35.05 LT. | | | 0086 4019.03 1.000 EACH| 21500.00000 21500.00| 21500.00000 21500.00| CONCRETE DISCHARGE STRUCTURE AT STA. | | | 28+39.4 RT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -24 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0078 |( 5 ) 0880 |( ) |SIOUX FALLS CONSTRUCTION CO |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 4029.10 2.000 EACH| 1250.00000 2500.00| 1300.00000 2600.00| GRATE INLET TYPE A | | | 0088 4029.11 4.000 EACH| 1675.00000 6700.00| 1700.00000 6800.00| GRATE INLET TYPE B | | | 0089 4029.12 1.000 EACH| 3400.00000 3400.00| 3500.00000 3500.00| GRATE INLET TYPE C | | | 0090 4029.13 2.000 EACH| 3840.00000 7680.00| 3900.00000 7800.00| GRATE INLET TYPE D | | | 0091 4043.50 4106.500 LF | 6.00000 24639.00| 6.00000 24639.00| REMOVE SEWER PIPE | | | 0092 4105.59 98.680 CY | 479.00000 47267.72| 479.00000 47267.72| CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0093 4107.07 2.540 CY | 525.00000 1333.50| 525.00000 1333.50| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0094 4130.06 0.120 CY | 510.00000 61.20| 510.00000 61.20| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | PIPE CULVERT PLUG | | | 0095 4155.50 4892.000 LB | 0.80000 3913.60| 0.80000 3913.60| REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0096 4157.00 210.000 LB | 0.80000 168.00| 0.80000 168.00| REINFORCING STEEL FOR COLLARS | | | 0097 4460.18 1.000 EACH| 340.00000 340.00| 340.00000 340.00| 18" CONCRETE FLARED-END SECTION | | | 0098 4600.15 707.500 LF | 25.00000 17687.50| 25.00000 17687.50| 15" REINFORCED CONCRETE SEWER PIPE | | | 0099 4600.18 236.000 LF | 28.00000 6608.00| 28.00000 6608.00| 18" REINFORCED CONCRETE SEWER PIPE | | | 0100 4600.21 147.000 LF | 31.00000 4557.00| 31.00000 4557.00| 21" REINFORCED CONCRETE SEWER PIPE | | | 0101 4600.24 456.000 LF | 33.00000 15048.00| 33.00000 15048.00| 24" REINFORCED CONCRETE SEWER PIPE | | | 0102 4600.30 266.000 LF | 44.00000 11704.00| 44.00000 11704.00| 30" REINFORCED CONCRETE SEWER PIPE | | | 0103 4600.42 969.800 LF | 69.00000 66916.20| 69.00000 66916.20| 42" REINFORCED CONCRETE SEWER PIPE | | | 0104 4605.18 192.000 LF | 38.00000 7296.00| 38.00000 7296.00| 18" ROUND EQUIVALENT REINFORCED | | | CONCRETE SEWER PIPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -25 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0078 |( 5 ) 0880 |( ) |SIOUX FALLS CONSTRUCTION CO |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 4605.24 267.000 LF | 41.00000 10947.00| 41.00000 10947.00| 24" ROUND EQUIVALENT REINFORCED | | | CONCRETE SEWER PIPE | | | 0106 4605.30 884.000 LF | 56.00000 49504.00| 56.00000 49504.00| 30" ROUND EQUIVALENT REINFORCED | | | CONCRETE SEWER PIPE | | | 0107 4605.36 570.000 LF | 71.00000 40470.00| 71.00000 40470.00| 36" ROUND EQUIVALENT REINFORCED | | | CONCRETE SEWER PIPE | | | 0108 4605.42 1586.000 LF | 82.00000 130052.00| 82.00000 130052.00| 42" ROUND EQUIVALENT REINFORCED | | | CONCRETE SEWER PIPE | | | SECTION TOTALS | $ 674,100.72| $ 675,230.72| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4A WATER MAIN & SANITARY SEWER | | | 0109 0030.40 LUMP| 16500.00000 16500.00| 20000.00000 20000.00| MOBILIZATION | | | 0110 1101.00 154.000 SY | 8.00000 1232.00| 8.00000 1232.00| REMOVE PAVEMENT | | | 0111 1101.25 100.000 LF | 2.50000 250.00| 2.50000 250.00| SAWING PAVEMENT | | | 0112 1117.00 1.000 EACH| 230.00000 230.00| 230.00000 230.00| REMOVE MANHOLE | | | 0113 3075.42 154.000 SY | 43.00000 6622.00| 43.00000 6622.00| 9" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0114 4016.20 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| MANHOLE AT STA. 13+47 RT. | | | 0115 4016.21 1.000 EACH| 1900.00000 1900.00| 1900.00000 1900.00| MANHOLE AT STA. 27+35 RT. | | | 0116 4016.22 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| MANHOLE AT STA. 29+14 RT. | | | 0117 4017.00 1.000 EACH| 235.00000 235.00| 235.00000 235.00| TAPPING EXISTING MANHOLE | | | 0118 4042.60 12.000 EACH| 385.00000 4620.00| 385.00000 4620.00| RECONNECT SANITARY SERVICE | | | 0119 4090.15 1.000 EACH| 60.00000 60.00| 60.00000 60.00| PLUG SEWER PIPE | | | 0120 4762.08 143.000 LF | 30.00000 4290.00| 30.00000 4290.00| 8" DUCTILE IRON SEWER PIPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -26 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0078 |( 5 ) 0880 |( ) |SIOUX FALLS CONSTRUCTION CO |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 4762.12 44.000 LF | 40.00000 1760.00| 40.00000 1760.00| 12" DUCTILE IRON SEWER PIPE | | | 0122 4764.82 179.000 LF | 23.00000 4117.00| 23.00000 4117.00| 12" P.V.C. SEWER PIPE | | | 0123 4805.18 400.000 LF | 25.00000 10000.00| 25.00000 10000.00| 18" STEEL CASING | | | 0124 4810.18 340.000 LF | 210.00000 71400.00| 210.00000 71400.00| JACKING 18" STEEL CASING PIPE | | | 0125 W200.04 3894.000 LB | 2.80000 10903.20| 2.80000 10903.20| DUCTILE IRON FITTINGS, M.J. | | | 0126 W205.04 130.000 LF | 15.00000 1950.00| 15.00000 1950.00| 4" WATER MAIN PIPE | | | 0127 W205.06 486.000 LF | 16.00000 7776.00| 16.00000 7776.00| 6" WATER MAIN PIPE | | | 0128 W205.08 93.000 LF | 20.00000 1860.00| 20.00000 1860.00| 8" WATER MAIN PIPE | | | 0129 W205.10 318.000 LF | 23.00000 7314.00| 23.00000 7314.00| 10" WATER MAIN PIPE | | | 0130 W205.12 1880.000 LF | 26.00000 48880.00| 26.00000 48880.00| 12" WATER MAIN PIPE | | | 0131 W219.66 4.000 EACH| 520.00000 2080.00| 520.00000 2080.00| 6" GATE VALVE AND BOX | | | 0132 W219.68 1.000 EACH| 720.00000 720.00| 720.00000 720.00| 8" GATE VALVE AND BOX | | | 0133 W219.70 2.000 EACH| 970.00000 1940.00| 970.00000 1940.00| 10" GATE VALVE AND BOX | | | 0134 W219.72 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 12" GATE VALVE AND BOX | | | 0135 W222.00 2.000 EACH| 1900.00000 3800.00| 1900.00000 3800.00| FIRE HYDRANT ASSEMBLIES | | | 0136 W725.00 24.000 EACH| 475.00000 11400.00| 475.00000 11400.00| RECONNECT WATER SERVICE | | | SECTION TOTALS | $ 229,039.20| $ 232,539.20| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6 BRIDGE AT STA. 15+37.1 1-48' SPAN, PRESTRESSED CONC INVERTED TEE GIRDER BRIDGE | | | 0137 0030.60 LUMP| 63000.00000 63000.00| 30000.00000 30000.00| MOBILIZATION | | | 0138 3050.15 194.740 CY | 175.00000 34079.50| 250.00000 48685.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -27 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0078 |( 5 ) 0880 |( ) |SIOUX FALLS CONSTRUCTION CO |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 3051.10 17210.000 LB | 0.65000 11186.50| 0.60000 10326.00| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0140 6010.22 53.460 CY | 650.00000 34749.00| 520.00000 27799.20| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0141 6010.26 91.440 CY | 850.00000 77724.00| 480.00000 43891.20| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0142 6011.11 55.740 LS | 89000.00000 89000.00| 85000.00000 85000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 15+37.1 | | | 0143 6107.00 30.000 SY | 75.00000 2250.00| 45.00000 1350.00| CONCRETE SLOPE PROTECTION | | | 0144 6131.50 24430.000 LB | 0.65000 15879.50| 0.60000 14658.00| EPOXY COATED REINFORCING STEEL | | | 0145 6210.50 975.000 LF | 25.00000 24375.00| 28.00000 27300.00| PIPE PILING | | | 0146 6404.16 72.000 LF | 80.00000 5760.00| 78.00000 5616.00| 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0147 6601.15 300.000 LF | 10.00000 3000.00| 24.00000 7200.00| 1 1/2" CONDUIT IN BRIDGE | | | SECTION TOTALS | $ 361,003.50| $ 301,825.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6A BRIDGE AT STA. 20+61.5 1-141', 2-134', & 2-133'2" SPANS, P/S CONCRETE GIRDER BRIDGE | | | 0148 0030.60 LUMP| 198000.00000 198000.00| 190000.00000 190000.00| MOBILIZATION | | | 0149 3050.15 213.200 CY | 185.00000 39442.00| 220.00000 46904.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0150 3051.10 21350.000 LB | 0.65000 13877.50| 0.50000 10675.00| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0151 6000.20 190.000 LS | 6000.00000 6000.00| 20000.00000 20000.00| PIER NO.1 EXCAVATION | | | 0152 6000.21 210.000 LS | 12000.00000 12000.00| 90000.00000 90000.00| PIER NO.2 EXCAVATION | | | 0153 6000.22 210.000 LS | 17000.00000 17000.00| 90000.00000 90000.00| PIER NO.3 EXCAVATION | | | 0154 6000.23 210.000 LS | 7000.00000 7000.00| 20000.00000 20000.00| PIER NO.4 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -28 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0078 |( 5 ) 0880 |( ) |SIOUX FALLS CONSTRUCTION CO |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 6005.35 92.000 LF | 60.00000 5520.00| 50.00000 4600.00| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0156 6005.83 28.000 EACH| 650.00000 18200.00| 900.00000 25200.00| FIXED BEARING | | | 0157 6010.22 691.760 CY | 335.00000 231739.60| 320.00000 221363.20| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0158 6010.26 1096.830 CY | 375.00000 411311.25| 230.00000 252270.90| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0159 6011.11 594.170 LS | 525000.00000 525000.00| 630000.00000 630000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 20+61.5 | | | 0160 6080.00 1300.000 LB | 3.00000 3900.00| 3.00000 3900.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0161 6100.00 4.000 EACH| 4700.00000 18800.00| 3000.00000 12000.00| FLOOR DRAINS | | | 0162 6107.00 30.000 SY | 75.00000 2250.00| 45.00000 1350.00| CONCRETE SLOPE PROTECTION | | | 0163 6131.50 292300.000 LB | 0.65000 189995.00| 0.50000 146150.00| EPOXY COATED REINFORCING STEEL | | | 0164 6210.50 4520.000 LF | 23.00000 103960.00| 24.00000 108480.00| PIPE PILING | | | 0165 6404.16 388.000 LF | 40.00000 15520.00| 38.00000 14744.00| 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0166 6601.15 1474.800 LF | 10.00000 14748.00| 7.00000 10323.60| 1 1/2" CONDUIT IN BRIDGE | | | SECTION TOTALS | $ 1,834,263.35| $ 1,897,960.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6B BRIDGE AT STA. 6+62.92 MADISON STREET PEDESTRIAN OVERPASS W/CONCRETE RAMPS | | | 0167 0030.60 LUMP| 136000.00000 136000.00| | MOBILIZATION | | | 0168 6000.20 35.000 LS | 335.00000 335.00| | PIER NO.1 EXCAVATION | | | 0169 6000.21 20.000 LS | 1500.00000 1500.00| | PIER NO.2 EXCAVATION | | | 0170 6002.00 15.000 LS | 1100.00000 1100.00| | COLUMN FOOTING NO.1 EXCAVATION | | | 0171 6002.01 15.000 LS | 1100.00000 1100.00| | COLUMN FOOTING NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -29 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0078 |( 5 ) 0880 |( ) |SIOUX FALLS CONSTRUCTION CO |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0172 6002.02 15.000 LS | 1100.00000 1100.00| | COLUMN FOOTING NO.3 EXCAVATION | | | 0173 6002.03 15.000 LS | 1100.00000 1100.00| | COLUMN FOOTING NO.4 EXCAVATION | | | 0174 6002.04 15.000 LS | 1100.00000 1100.00| | COLUMN FOOTING NO.5 EXCAVATION | | | 0175 6002.05 15.000 LS | 1100.00000 1100.00| | COLUMN FOOTING NO.6 EXCAVATION | | | 0176 6002.06 15.000 LS | 1100.00000 1100.00| | COLUMN FOOTING NO.7 EXCAVATION | | | 0177 6002.07 15.000 LS | 1100.00000 1100.00| | COLUMN FOOTING NO.8 EXCAVATION | | | 0178 6010.22 170.200 CY | 450.00000 76590.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0179 6070.50 2145.000 LS | 218000.00000 218000.00| | PEDESTRIAN BRIDGE | | | 0180 6070.80 11690.000 LS | 394000.00000 394000.00| | PRECAST/PRESTRESSED CONCRETE RAMP | | | STRUCTURE | | | 0181 6100.00 4.000 EACH| 1700.00000 6800.00| | FLOOR DRAINS | | | 0182 6131.50 17770.000 LB | 0.65000 11550.50| | EPOXY COATED REINFORCING STEEL | | | 0183 6210.50 2080.000 LF | 23.00000 47840.00| | PIPE PILING | | | 0184 6404.25 2002.000 LF | 70.00000 140140.00| | 5' PEDESTRIAN RAILING (CHAIN LINK | | | TYPE-VINYL COATED) | | | 0185 6700.15 1.000 EACH| 1600.00000 1600.00| | LIGHTING SYSTEM | | | 0186 6700.20 57.000 EACH| 550.00000 31350.00| | TYPE A LIGHT FIXTURES | | | 0187 6700.30 8.000 EACH| 2000.00000 16000.00| | TYPE B LIGHT POLES | | | SECTION TOTALS | $ 1,090,505.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6C BRIDGE AT STA. 6+62.92 MADISON STREET PEDESTRIAN OVERPASS W/STEEL RAMPS | | | 0188 0030.60 LUMP| | 90000.00000 90000.00| MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -30 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0078 |( 5 ) 0880 |( ) |SIOUX FALLS CONSTRUCTION CO |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0189 6000.20 35.000 LS | | 40000.00000 40000.00| PIER NO.1 EXCAVATION | | | 0190 6000.21 20.000 LS | | 40000.00000 40000.00| PIER NO.2 EXCAVATION | | | 0191 6002.00 15.000 LS | | 3000.00000 3000.00| COLUMN FOOTING NO.1 EXCAVATION | | | 0192 6002.01 15.000 LS | | 3000.00000 3000.00| COLUMN FOOTING NO.2 EXCAVATION | | | 0193 6002.02 15.000 LS | | 3000.00000 3000.00| COLUMN FOOTING NO.3 EXCAVATION | | | 0194 6002.03 15.000 LS | | 3000.00000 3000.00| COLUMN FOOTING NO.4 EXCAVATION | | | 0195 6002.04 15.000 LS | | 3000.00000 3000.00| COLUMN FOOTING NO.5 EXCAVATION | | | 0196 6002.05 15.000 LS | | 3000.00000 3000.00| COLUMN FOOTING NO.6 EXCAVATION | | | 0197 6002.06 15.000 LS | | 3000.00000 3000.00| COLUMN FOOTING NO.7 EXCAVATION | | | 0198 6002.07 15.000 LS | | 3000.00000 3000.00| COLUMN FOOTING NO.8 EXCAVATION | | | 0199 6010.22 173.900 CY | | 450.00000 78255.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0200 6010.45 12477.000 SF | | 12.00000 149724.00| CLASS 47BD-3000 CONCRETE FOR RAMPS | | | 0201 6070.50 2145.000 LS | | 230000.00000 230000.00| PEDESTRIAN BRIDGE | | | 0202 6070.90 11690.000 LS | | 240000.00000 240000.00| PREFABRICATED STEEL RAMP STRUCTURE | | | 0203 6100.00 4.000 EACH| | 3000.00000 12000.00| FLOOR DRAINS | | | 0204 6131.50 18355.000 LB | | 0.50000 9177.50| EPOXY COATED REINFORCING STEEL | | | 0205 6210.50 2080.000 LF | | 24.00000 49920.00| PIPE PILING | | | 0206 6404.25 2002.000 LF | | 64.00000 128128.00| 5' PEDESTRIAN RAILING (CHAIN LINK | | | TYPE-VINYL COATED) | | | 0207 6700.15 1.000 EACH| | 1500.00000 1500.00| LIGHTING SYSTEM | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -31 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0078 |( 5 ) 0880 |( ) |SIOUX FALLS CONSTRUCTION CO |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0208 6700.20 57.000 EACH| | 500.00000 28500.00| TYPE A LIGHT FIXTURES | | | 0209 6700.30 8.000 EACH| | 1800.00000 14400.00| TYPE B LIGHT POLES | | | SECTION TOTALS | $ 0.00| $ 1,135,604.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 8B ELECTRICAL | | | 0210 0030.81 LUMP| 16800.00000 16800.00| 7000.00000 7000.00| MOBILIZATION | | | 0211 A001.01 16.000 EACH| 500.00000 8000.00| 500.00000 8000.00| PULL BOX, TYPE PB-1 | | | 0212 A001.05 4.000 EACH| 700.00000 2800.00| 700.00000 2800.00| PULL BOX, TYPE PB-2 | | | 0213 A001.12 2.000 EACH| 400.00000 800.00| 400.00000 800.00| PULL BOX, TYPE PB-5 | | | 0214 A001.16 1.000 EACH| 500.00000 500.00| 500.00000 500.00| PULL BOX, TYPE PB-6 | | | 0215 A004.00 15.000 EACH| 700.00000 10500.00| 700.00000 10500.00| TRAFFIC SIGNAL, TYPE TS-1 | | | 0216 A004.04 3.000 EACH| 1300.00000 3900.00| 1300.00000 3900.00| TRAFFIC SIGNAL, TYPE TS-1LL | | | 0217 A006.15 10.000 EACH| 450.00000 4500.00| 450.00000 4500.00| PEDESTRIAN SIGNAL, TYPE PS-1 | | | 0218 A006.70 10.000 EACH| 125.00000 1250.00| 125.00000 1250.00| PEDESTRIAN PUSHBUTTON, TYPE PPB | | | 0219 A006.84 1.000 EACH| 750.00000 750.00| 750.00000 750.00| PEDESTAL POLE, TYPE PP-10 | | | 0220 A006.98 40.000 EACH| 150.00000 6000.00| 150.00000 6000.00| VEHICLE DETECTOR, TYPE A PREFORMED | | | 0221 A007.08 4.000 EACH| 400.00000 1600.00| 400.00000 1600.00| VEHICLE DETECTOR, TYPE TD-3 | | | 0222 A007.15 10.000 EACH| 450.00000 4500.00| 450.00000 4500.00| VEHICLE DETECTOR, TYPE TD-5 | | | 0223 A009.08 6.000 EACH| 1500.00000 9000.00| 1500.00000 9000.00| STREET LIGHTING UNIT, TYPE SL-A-40-6-0. | | | 25 | | | 0224 A009.09 10.000 EACH| 1450.00000 14500.00| 1450.00000 14500.00| STREET LIGHTING UNIT, TYPE SL-A-40-8-0. | | | 25 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -32 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0078 |( 5 ) 0880 |( ) |SIOUX FALLS CONSTRUCTION CO |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0225 A009.11 5.000 EACH| 1700.00000 8500.00| 1700.00000 8500.00| STREET LIGHTING UNIT, TYPE SL-A-40-12-0 | | | 25 | | | 0226 A009.55 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| STREET LIGHTING UNIT, TYPE SL-A-45-12-0 | | | 25 | | | 0227 A011.65 1.000 EACH| 4900.00000 4900.00| 4900.00000 4900.00| COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-40-12 | | | 0228 A012.05 1.000 EACH| 5000.00000 5000.00| 5000.00000 5000.00| COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-45-12 | | | 0229 A012.95 1.000 EACH| 6600.00000 6600.00| 6600.00000 6600.00| COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-65-12 | | | 0230 A016.55 1.000 EACH| 4000.00000 4000.00| 4000.00000 4000.00| MAST ARM SIGNAL POLE, TYPE MP-35 | | | 0231 A016.60 1.000 EACH| 4100.00000 4100.00| 4100.00000 4100.00| MAST ARM SIGNAL POLE, TYPE MP-40 | | | 0232 A016.65 1.000 EACH| 4200.00000 4200.00| 4200.00000 4200.00| MAST ARM SIGNAL POLE, TYPE MP-45 | | | 0233 A016.70 1.000 EACH| 4300.00000 4300.00| 4300.00000 4300.00| MAST ARM SIGNAL POLE, TYPE MP-50 | | | 0234 A016.75 1.000 EACH| 5100.00000 5100.00| 5100.00000 5100.00| MAST ARM SIGNAL POLE, TYPE MP-55 | | | 0235 A020.30 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| LIGHTING CONTROL CENTER, TYPE R | | | 0236 A070.10 3141.000 LF | 2.25000 7067.25| 2.25000 7067.25| 1 1/2-INCH CONDUIT IN TRENCH | | | 0237 A070.14 1973.000 LF | 2.75000 5425.75| 2.75000 5425.75| 2-INCH CONDUIT IN TRENCH | | | 0238 A070.18 44.000 LF | 3.25000 143.00| 3.25000 143.00| 3-INCH CONDUIT IN TRENCH | | | 0239 A072.10 1177.000 LF | 2.25000 2648.25| 2.25000 2648.25| 1 1/2-INCH CONDUIT UNDER ROADWAY | | | 0240 A074.14 26.000 LF | 15.00000 390.00| 15.00000 390.00| 2-INCH CONDUIT, JACKED | | | 0241 A074.18 110.000 LF | 16.00000 1760.00| 16.00000 1760.00| 3-INCH CONDUIT, JACKED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -33 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0078 |( 5 ) 0880 |( ) |SIOUX FALLS CONSTRUCTION CO |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0242 A077.12 174.000 LF | 0.30000 52.20| 0.30000 52.20| 2/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0243 A077.15 653.000 LF | 0.40000 261.20| 0.40000 261.20| 5/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0244 A077.22 564.000 LF | 1.10000 620.40| 1.10000 620.40| 12/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0245 A079.01 5581.000 LF | 0.30000 1674.30| 0.30000 1674.30| 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0246 A079.50 713.000 LF | 0.30000 213.90| 0.30000 213.90| GROUNDING CONDUCTOR | | | 0247 A079.55 1243.000 LF | 0.65000 807.95| 0.65000 807.95| SERVICE CABLE | | | 0248 A080.22 8215.000 LF | 0.30000 2464.50| 0.30000 2464.50| STREET LIGHTING CABLE, NO. 6 BARE | | | 0249 A080.24 16270.000 LF | 0.50000 8135.00| 0.50000 8135.00| STREET LIGHTING CABLE, NO. 6 USE | | | 0250 A500.20 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | | TC-170 | | | 0251 A600.00 3.000 EACH| 900.00000 2700.00| 900.00000 2700.00| REMOVE LIGHTING UNIT | | | 0252 A611.00 1.000 EACH| 500.00000 500.00| 500.00000 500.00| REMOVE TRAFFIC SIGNAL CONTROLLER | | | 0253 A650.02 4.000 EACH| 800.00000 3200.00| 800.00000 3200.00| REMOVE MAST ARM SIGNAL POLE | | | 0254 A700.20 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| RELOCATE STREET LIGHTING UNIT | | | SECTION TOTALS | $ 182,863.70| $ 173,063.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 10 GENERAL ITEMS | | | 0255 0001.08 1800.000 BDAY| 0.50000 900.00| 0.50000 900.00| BARRICADE, TYPE II | | | 0256 0001.10 17714.000 BDAY| 0.70000 12399.80| 0.90000 15942.60| BARRICADE, TYPE III | | | 0257 0001.75 76.000 EACH| 4.00000 304.00| 5.00000 380.00| TEMPORARY SIGN DAY | | | 0258 0001.90 25448.000 EACH| 0.35000 8906.80| 0.40000 10179.20| SIGN DAY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F08 -34 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 6216 COUNTIES : DAWSON LETTING DATE : 05/22/03 1:30 pm DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0078 |( 5 ) 0880 |( ) |SIOUX FALLS CONSTRUCTION CO |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0259 0001.99 5786.000 EACH| 1.00000 5786.00| 1.10000 6364.60| CONTRACTOR FURNISHED SIGN DAY | | | 0260 0002.97 55.000 DAY | 30.00000 1650.00| 35.00000 1925.00| FLASHING ARROW PANEL | | | 0261 0003.10 19.000 DAY | 135.00000 2565.00| 180.00000 3420.00| FLAGGING | | | 0262 0010.04 1.000 EACH| 3500.00000 3500.00| 3000.00000 3000.00| FIELD OFFICE | | | 0263 0020.00 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| TRAINING | | | 0264 0030.00 LUMP| 4500.00000 4500.00| 2000.00000 2000.00| MOBILIZATION | | | SECTION TOTALS | $ 42,911.60| $ 46,511.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,501,951.70| $ 7,526,603.28| $ ====================================================================================================================================
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