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12/20/2002
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December 19, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : 2 VENDOR RANKING CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 DISTRICT : 2 CONTRACT DESCRIPTION : PROJECT(S) : EACNH-STPB-30-7(113) US-30, IN BLAIR -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 6,183,447.43 100.0000% 2 0049 HAWKINS CONSTRUCTION COMPANY $ 6,387,564.65 103.3010% 3 1276 KIEWIT WESTERN CO. $ 7,182,162.46 116.1514% 4 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 7,290,897.32 117.9099% 5 3652 CEDAR VALLEY CORP. AND SUBSIDIARIES $ 7,376,341.17 119.2917% 6 2252 PAULSEN, INC. $ 7,499,274.23 121.2798% 7 1613 M. E. COLLINS CONTRACTING COMPANY, INC. $ 7,868,942.47 127.2582% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -3 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 1276 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN 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| 38320.85000 38320.85| 18710.00000 18710.00| 75000.00000 75000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 78713.76000 78713.76| 47034.00000 47034.00| 75000.00000 75000.00 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 344.000 MGAL| 15.62000 5373.28| 6.78000 2332.32| 8.00000 2752.00 WATER | | | 0004 1012.00 31.000 EACH| 46.47000 1440.57| 56.88000 1763.28| 65.00000 2015.00 RIGHT-OF-WAY MARKERS | | | 0005 1016.00 71.000 EACH| 178.80000 12694.80| 328.14000 23297.94| 300.00000 21300.00 RE-ESTABLISH PROPERTY CORNER | | | 0006 1030.00 34411.000 CY | 4.07000 140052.77| 4.43000 152440.73| 5.00000 172055.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1101.00 46255.000 SY | 3.05000 141077.75| 4.15000 191958.25| 4.00000 185020.00 REMOVE PAVEMENT | | | 0008 1101.25 8500.000 LF | 2.50000 21250.00| 2.50000 21250.00| 2.50000 21250.00 SAWING PAVEMENT | | | 0009 1102.00 14310.000 SY | 3.81000 54521.10| 4.71000 67400.10| 4.00000 57240.00 REMOVE ASPHALT SURFACE | | | 0010 1103.00 87.000 SY | 5.26000 457.62| 3.99000 347.13| 4.00000 348.00 REMOVE BRICK SURFACE | | | 0011 1106.00 6360.500 SY | 2.92000 18572.66| 3.99000 25378.40| 4.00000 25442.00 REMOVE DRIVEWAY | | | 0012 1107.00 755.000 SY | 2.65000 2000.75| 3.99000 3012.45| 4.00000 3020.00 REMOVE WALK | | | 0013 1123.00 13.000 SY | 11.00000 143.00| 3.99000 51.87| 5.00000 65.00 REMOVE CONCRETE DITCH LINER | | | 0014 1701.18 48.000 LF | 19.59000 940.32| 21.69000 1041.12| 26.00000 1248.00 18" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0015 1701.24 64.000 LF | 23.39000 1496.96| 25.31000 1619.84| 27.00000 1728.00 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0016 4093.80 9802.000 SF | 12.98000 127229.96| 13.42000 131542.84| 11.00000 107822.00 WALL MATERIALS | | | 0017 4095.15 2326.000 LF | 1.05000 2442.30| 1.08000 2512.08| 8.00000 18608.00 COMPACTED EARTH LEVELING PAD | | | 0018 6040.00 1.000 EACH| 258.26000 258.26| 1313.00000 1313.00| 540.00000 540.00 REMOVE STRUCTURE AT STA. 40+56.01 LT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -4 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 1276 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 8024.50 1392.000 CY | 15.28000 21269.76| 15.79000 21979.68| 10.00000 13920.00 SELECT GRANULAR BACKFILL FOR RETAINED | | | EARTH STRUCTURE | | | 0020 9110.01 30.000 HOUR| 90.75000 2722.50| 98.44000 2953.20| 120.00000 3600.00 RENTAL OF LOADER, FULLY OPERATED | | | 0021 9110.03 30.000 HOUR| 81.23000 2436.90| 60.16000 1804.80| 55.00000 1650.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0022 9110.06 30.000 HOUR| 106.62000 3198.60| 92.97000 2789.10| 130.00000 3900.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0023 9110.07 30.000 HOUR| 86.28000 2588.40| 65.63000 1968.90| 70.00000 2100.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0024 L006.00 11.000 ACRE| 63.48000 698.28| 65.63000 721.93| 65.00000 715.00 COVER CROP SEEDING | | | 0025 L006.50 0.250 ACRE| 4654.84000 1163.71| 1203.20000 300.80| 1188.00000 297.00 TEMPORARY SEEDING | | | 0026 L020.00 20756.000 SY | 1.38000 28643.28| 1.42000 29473.52| 1.40000 29058.40 EROSION CONTROL | | | 0027 L020.09 390.000 SY | 11.64000 4539.60| 12.03000 4691.70| 12.00000 4680.00 EROSION CONTROL, TYPE AAA | | | 0028 L022.25 3568.000 LF | 2.59000 9241.12| 2.68000 9562.24| 2.65000 9455.20 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0029 L032.75 0.500 TON | 1904.26000 952.13| 984.44000 492.22| 972.00000 486.00 MULCH | | | 0030 P070.24 46.000 LF | 16.03000 737.38| 25.00000 1150.00| 38.00000 1748.00 24" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | | | SECTION TOTALS | $ 725,178.37| $ 770,893.44| $ 842,062.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0031 0030.30 LUMP| 13375.94000 13375.94| 368922.00000 368922.00| 237000.00000 237000.00 MOBILIZATION | | | 0032 2001.03 151.000 TON | 11.41000 1722.91| 14.84000 2240.84| 19.00000 2869.00 GRAVEL SURFACE COURSE | | | 0033 2010.03 200.000 TON | 11.44000 2288.00| 16.18000 3236.00| 21.00000 4200.00 CRUSHED ROCK SURFACE COURSE | | | 0034 3011.26 622.000 LF | 10.85000 6748.70| 9.08000 5647.76| 17.00000 10574.00 CONCRETE CLASS 47B-3500 CURB, TYPE I | | | 0035 3012.04 873.000 LF | 11.27000 9838.71| 8.59000 7499.07| 16.00000 13968.00 CONCRETE 47B-3500 MEDIAN CURB | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -5 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 1276 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 3013.15 1796.000 LF | 12.91000 23186.36| 8.66000 15553.36| 16.00000 28736.00 CONCRETE CLASS 47B-3500 BARRIER CURB | | | 0037 3016.21 1669.000 SY | 21.14000 35282.66| 16.02000 26737.38| 26.00000 43394.00 CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0038 3016.62 8661.000 SY | 16.43000 142300.23| 20.89000 180928.29| 24.00000 207864.00 6" CONCRETE CLASS 47B-3000 BIKEWAY | | | 0039 3017.17 1501.000 SY | 24.66000 37014.66| 32.99000 49517.99| 38.00000 57038.00 6" CONCRETE CLASS 47B-3000 IMPRINTED | | | SURFACING | | | 0040 3017.44 756.000 SY | 47.21000 35690.76| 36.68000 27730.08| 50.00000 37800.00 CONCRETE CLASS 47B-3000 IMPRINTED | | | MEDIAN SURFACING | | | 0041 3020.23 467.000 SY | 29.52000 13785.84| 31.99000 14939.33| 32.00000 14944.00 CONCRETE CLASS 47B-3500 DRIVEWAY 8" | | | 0042 3020.24 4448.500 SY | 28.41000 126381.89| 23.98000 106675.03| 28.00000 124558.00 CONCRETE CLASS 47B-3500 DRIVEWAY | | | 0043 3075.52 21437.000 SY | 22.63000 485119.31| 20.54000 440315.98| 24.00000 514488.00 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0044 3075.53 514.000 SY | 57.50000 29555.00| 55.47000 28511.58| 50.00000 25700.00 10" IMPRINTED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0045 3075.56 61712.000 SY | 21.92000 1352727.04| 22.37000 1380497.44| 25.25000 1558228.00 10" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0046 3091.20 563.000 SY | 35.75000 20127.25| 28.34000 15955.42| 75.00000 42225.00 10" CONCRETE PAVEMENT CLASS 47B-HE-3500 | | | 0047 3300.65 43.000 EACH| 47.61000 2047.23| 49.22000 2116.46| 60.00000 2580.00 CONCRETE PAVEMENT THICKNESS CORE | | | 0048 4015.00 14.000 EACH| 271.36000 3799.04| 99.53000 1393.42| 160.00000 2240.00 ADJUST MANHOLE TO GRADE | | | 0049 4764.35 16420.000 LF | 2.47000 40557.40| 2.44000 40064.80| 3.25000 53365.00 4" PERFORATED PIPE UNDERDRAIN | | | 0050 6401.00 231.000 LF | 68.76000 15883.56| 55.33000 12781.23| 70.00000 16170.00 PEDESTRIAN BARRIER RAIL | | | 0051 7500.32 38.000 EACH| 201.00000 7638.00| 158.60000 6026.80| 157.00000 5966.00 ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0052 7500.48 12.000 EACH| 58.19000 698.28| 150.95000 1811.40| 149.00000 1788.00 YIELD PREFORMED PAVEMENT MARKING, TYPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -6 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 1276 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 7502.14 9500.000 LF | 3.19000 30305.00| 2.54000 24130.00| 2.50000 23750.00 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | 0054 7503.04 24000.000 LF | 3.19000 76560.00| 1.99000 47760.00| 1.97000 47280.00 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0055 7508.04 1000.000 LF | 8.25000 8250.00| 6.49000 6490.00| 6.40000 6400.00 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0056 7509.04 400.000 LF | 8.25000 3300.00| 6.76000 2704.00| 7.00000 2800.00 12" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0057 8029.10 84226.000 SY | 5.56000 468296.56| 4.24000 357118.24| 3.40000 286368.40 AGGREGATE FOUNDATION COURSE-D 4" | | | 0058 8060.05 20.000 EACH| 84.42000 1688.40| 101.88000 2037.60| 216.00000 4320.00 GRANULAR SUBDRAIN | | | 0059 9005.45 590.000 TON | 38.73000 22850.70| 37.68000 22231.20| 37.00000 21830.00 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0060 9009.00 86.000 SY | 4.23000 363.78| 4.38000 376.68| 6.00000 516.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0061 9009.75 16227.000 SY | 22.14000 359265.78| 24.31000 394478.37| 24.00000 389448.00 TEMPORARY SURFACING | | | 0062 9021.08 31.860 TON | 235.39000 7499.53| 243.37000 7753.77| 240.00000 7646.40 PERFORMANCE GRADED BINDER (64-28) | | | 0063 9034.00 86.000 SY | 8.63000 742.18| 6.56000 564.16| 6.00000 516.00 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0064 9053.00 730.000 GAL | 1.06000 773.80| 1.09000 795.70| 1.08000 788.40 TACK COAT | | | 0065 9111.00 350.000 MGAL| 9.06000 3171.00| 1.88000 658.00| 11.00000 3850.00 WATER | | | 0066 9170.00 305.100 STA | 34.26000 10452.73| 136.73000 41716.32| 115.00000 35086.50 EARTH SHOULDER CONSTRUCTION | | | 0067 9173.20 90079.000 SY | 1.34000 120705.86| 0.96000 86475.84| 2.00000 180158.00 SUBGRADE PREPARATION | | | SECTION TOTALS | $ 3,519,994.09| $ 3,734,391.54| $ 4,016,452.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -7 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 1276 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 0030.40 LUMP| 14148.45000 14148.45| 29708.00000 29708.00| 75000.00000 75000.00 MOBILIZATION | | | 0069 1117.00 2.000 EACH| 481.85000 963.70| 383.00000 766.00| 500.00000 1000.00 REMOVE MANHOLE | | | 0070 1119.00 11.000 EACH| 409.44000 4503.84| 328.14000 3609.54| 250.00000 2750.00 REMOVE INLET | | | 0071 4002.00 14250.000 LB | 1.01000 14392.50| 1.04000 14820.00| 1.50000 21375.00 CAST IRON COVER AND FRAME | | | 0072 4004.50 10985.000 LB | 0.74000 8128.90| 0.82000 9007.70| 1.30000 14280.50 CAST IRON GRATE AND FRAME | | | 0073 4005.00 2385.000 LB | 0.69000 1645.65| 0.65000 1550.25| 1.10000 2623.50 CAST IRON RING AND COVER | | | 0074 4015.50 22.000 EACH| 347.89000 7653.58| 397.02000 8734.44| 1000.00000 22000.00 RECONSTRUCT MANHOLE | | | 0075 4016.00 1.000 EACH| 1357.68000 1357.68| 1017.00000 1017.00| 2000.00000 2000.00 MANHOLE AT STA. 118+59.81 33' RT. | | | 0076 4018.00 1.000 EACH| 459.21000 459.21| 520.00000 520.00| 1000.00000 1000.00 TAPPING EXISTING STRUCTURE | | | 0077 4018.50 1.000 EACH| 273.03000 273.03| 421.00000 421.00| 600.00000 600.00 TAPPING EXISTING PIPE | | | 0078 4020.25 16.000 SY | 47.51000 760.16| 23.57000 377.12| 75.00000 1200.00 CONCRETE DITCH LINING | | | 0079 4035.00 3.000 EACH| 131.86000 395.58| 82.00000 246.00| 75.00000 225.00 REMOVE FLARED-END SECTION | | | 0080 4043.50 1122.000 LF | 6.72000 7539.84| 9.02000 10120.44| 12.00000 13464.00 REMOVE SEWER PIPE | | | 0081 4045.00 1.000 EACH| 3589.94000 3589.94| 998.00000 998.00| 7000.00000 7000.00 REMOVE STRUCTURE AT STA. 42+22.03 | | | 0082 4045.01 1.000 EACH| 7187.50000 7187.50| 2245.00000 2245.00| 8000.00000 8000.00 REMOVE STRUCTURE AT STA. 44+57.00 | | | 0083 4045.02 1.000 EACH| 5183.81000 5183.81| 790.00000 790.00| 6000.00000 6000.00 REMOVE STRUCTURE AT STA. 55+29.80 | | | 0084 4045.03 1.000 EACH| 3589.94000 3589.94| 915.00000 915.00| 6000.00000 6000.00 REMOVE STRUCTURE AT STA. 57+54.00 | | | 0085 4045.04 1.000 EACH| 5384.92000 5384.92| 1247.00000 1247.00| 8000.00000 8000.00 REMOVE STRUCTURE AT STA. 73+06.50 | | | 0086 4045.05 1.000 EACH| 5384.92000 5384.92| 1413.00000 1413.00| 8000.00000 8000.00 REMOVE STRUCTURE AT STA. 75+37.15 | | | 0087 4045.06 1.000 EACH| 7179.89000 7179.89| 1164.00000 1164.00| 12000.00000 12000.00 REMOVE STRUCTURE AT STA. 88+36.00 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -8 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 1276 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 4045.07 1.000 EACH| 3589.94000 3589.94| 707.00000 707.00| 6000.00000 6000.00 REMOVE STRUCTURE AT STA. 99+70.90 | | | 0089 4045.08 1.000 EACH| 5384.92000 5384.92| 1725.00000 1725.00| 10000.00000 10000.00 REMOVE STRUCTURE AT STA. 1004+59.34 | | | 0090 4050.01 1084.000 CY | 3.24000 3512.16| 1.26000 1365.84| 12.00000 13008.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0091 4051.01 1000.000 CY | 15.34000 15340.00| 10.69000 10690.00| 17.00000 17000.00 EXCAVATION FOR BOX CULVERTS | | | 0092 4100.06 2.400 CY | 561.75000 1348.20| 439.00000 1053.60| 750.00000 1800.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0093 4101.06 206.310 CY | 289.87000 59803.08| 249.46000 51466.09| 320.00000 66019.20 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0094 4105.59 497.180 CY | 391.08000 194437.15| 350.31000 174167.13| 425.00000 211301.50 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0095 4107.07 1.060 CY | 282.77000 299.74| 184.00000 195.04| 1000.00000 1060.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0096 4150.00 350.000 LB | 0.85000 297.50| 0.25000 87.50| 2.00000 700.00 REINFORCING STEEL FOR HEADWALL | | | 0097 4151.00 19035.000 LB | 0.74000 14085.90| 0.63000 11992.05| 0.77000 14656.95 REINFORCING STEEL FOR BOX CULVERT | | | 0098 4155.50 33086.000 LB | 0.29000 9594.94| 0.27000 8933.22| 0.83000 27461.38 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0099 4157.00 83.000 LB | 1.13000 93.79| 1.18000 97.94| 2.00000 166.00 REINFORCING STEEL FOR COLLARS | | | 0100 4230.54 1.000 EACH| 503.73000 503.73| 625.00000 625.00| 500.00000 500.00 BAR GRATE FOR 54" CONCRETE FLARED-END | | | SECTION | | | 0101 4310.18 3.000 EACH| 419.38000 1258.14| 391.00000 1173.00| 420.00000 1260.00 18" FLARED-END SECTION | | | 0102 4310.24 3.000 EACH| 401.48000 1204.44| 431.00000 1293.00| 370.00000 1110.00 24" FLARED-END SECTION | | | 0103 4310.30 6.000 EACH| 492.54000 2955.24| 488.00000 2928.00| 471.00000 2826.00 30" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -9 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 1276 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 4310.42 1.000 EACH| 774.50000 774.50| 770.00000 770.00| 670.00000 670.00 42" FLARED-END SECTION | | | 0105 4310.54 2.000 EACH| 1073.01000 2146.02| 1110.00000 2220.00| 925.00000 1850.00 54" FLARED-END SECTION | | | 0106 4310.60 1.000 EACH| 954.28000 954.28| 995.00000 995.00| 700.00000 700.00 60" FLARED-END SECTION | | | 0107 4320.36 1.000 EACH| 685.74000 685.74| 655.00000 655.00| 545.00000 545.00 36" ROUND EQUIVALENT FLARED-END SECTION | | | 0108 4875.24 74.000 LF | 136.47000 10098.78| 162.75000 12043.50| 140.00000 10360.00 JACKING 24" STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0109 4875.30 113.000 LF | 155.51000 17572.63| 191.78000 21671.14| 159.00000 17967.00 JACKING 30" STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0110 4875.36 45.000 LF | 191.48000 8616.60| 244.12000 10985.40| 195.00000 8775.00 JACKING 36" STORM SEWER PIPE, TYPE 1, | | | CLASS IV | | | 0111 4875.42 44.000 LF | 213.70000 9402.80| 277.89000 12227.16| 218.00000 9592.00 JACKING 42" STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0112 4875.54 65.000 LF | 304.68000 19804.20| 405.23000 26339.95| 311.00000 20215.00 JACKING 54" STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0113 4880.30 92.000 LF | 155.51000 14306.92| 191.78000 17643.76| 159.00000 14628.00 JACKING 30" CULVERT PIPE, TYPE 2 CLASS | | | IV | | | 0114 4880.54 89.000 LF | 304.68000 27116.52| 405.23000 36065.47| 311.00000 27679.00 JACKING 54" CULVERT PIPE, TYPE 2 CLASS | | | IV | | | 0115 4900.24 19.000 EACH| 354.37000 6733.03| 465.37000 8842.03| 490.00000 9310.00 AREA INLET SEDIMENT FILTER | | | 0116 6010.26 18.800 CY | 437.27000 8220.68| 383.74000 7214.31| 800.00000 15040.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0117 6020.00 965.000 LB | 0.87000 839.55| 0.53000 511.45| 2.00000 1930.00 REINFORCING STEEL FOR BRIDGE | | | 0118 P120.30 186.000 LF | 40.77000 7583.22| 33.47000 6225.42| 39.00000 7254.00 30" CULVERT PIPE, TYPE 2 | | | 0119 P120.54 251.000 LF | 94.15000 23631.65| 81.59000 20479.09| 90.00000 22590.00 54" CULVERT PIPE, TYPE 2 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -10 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 1276 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 P128.30 92.000 LF | 29.97000 2757.24| 42.53000 3912.76| 31.00000 2852.00 30" CULVERT PIPE, TYPE 2 CLASS IV | | | 0121 P128.54 89.000 LF | 87.25000 7765.25| 125.17000 11140.13| 87.00000 7743.00 54" CULVERT PIPE, TYPE 2 CLASS IV | | | 0122 P300.24 18.000 LF | 51.12000 920.16| 28.83000 518.94| 49.00000 882.00 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0123 P700.15 1111.000 LF | 22.28000 24753.08| 17.57000 19520.27| 22.00000 24442.00 15" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0124 P700.18 5467.000 LF | 23.92000 130770.64| 20.12000 109996.04| 23.00000 125741.00 18" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0125 P700.24 1149.000 LF | 30.89000 35492.61| 26.28000 30195.72| 33.00000 37917.00 24" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0126 P700.30 224.000 LF | 43.25000 9688.00| 33.36000 7472.64| 45.00000 10080.00 30" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0127 P700.36 668.000 LF | 45.29000 30253.72| 45.90000 30661.20| 50.00000 33400.00 36" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0128 P702.24 58.000 LF | 29.70000 1722.60| 25.98000 1506.84| 46.00000 2668.00 24" STORM SEWER PIPE, TYPE 1 | | | 0129 P702.30 103.000 LF | 39.54000 4072.62| 33.36000 3436.08| 51.00000 5253.00 30" STORM SEWER PIPE, TYPE 1 | | | 0130 P702.36 65.000 LF | 45.92000 2984.80| 54.14000 3519.10| 63.00000 4095.00 36" STORM SEWER PIPE, TYPE 1 | | | 0131 P702.42 204.000 LF | 62.93000 12837.72| 58.24000 11880.96| 72.00000 14688.00 42" STORM SEWER PIPE, TYPE 1 | | | 0132 P702.48 184.000 LF | 67.45000 12410.80| 66.51000 12237.84| 90.00000 16560.00 48" STORM SEWER PIPE, TYPE 1 | | | 0133 P702.54 91.000 LF | 104.83000 9539.53| 98.42000 8956.22| 126.00000 11466.00 54" STORM SEWER PIPE, TYPE 1 | | | 0134 P702.60 338.000 LF | 97.01000 32789.38| 97.39000 32917.82| 120.00000 40560.00 60" STORM SEWER PIPE, TYPE 1 | | | 0135 P705.24 74.000 LF | 20.94000 1549.56| 31.87000 2358.38| 22.00000 1628.00 24" STORM SEWER PIPE, TYPE 1 CLASS IV | | | 0136 P705.30 113.000 LF | 29.97000 3386.61| 42.53000 4805.89| 31.00000 3503.00 30" STORM SEWER PIPE, TYPE 1 CLASS IV | | | 0137 P705.36 45.000 LF | 44.62000 2007.90| 58.40000 2628.00| 46.00000 2070.00 36" STORM SEWER PIPE, TYPE 1 CLASS IV | | | 0138 P705.42 44.000 LF | 55.08000 2423.52| 70.61000 3106.84| 57.00000 2508.00 42" STORM SEWER PIPE, TYPE 1 CLASS IV | | | 0139 P705.54 65.000 LF | 87.25000 5671.25| 107.96000 7017.40| 90.00000 5850.00 54" STORM SEWER PIPE, TYPE 1 CLASS IV | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -11 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 1276 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 P707.30 67.000 LF | 38.39000 2572.13| 32.90000 2204.30| 46.00000 3082.00 30" STORM SEWER PIPE, TYPE 3, 4 OR 5 | | | 0141 P708.60 178.000 LF | 91.42000 16272.76| 70.76000 12595.28| 97.00000 17266.00 60" STORM SEWER PIPE, TYPE 5 | | | 0142 P775.36 111.000 LF | 78.48000 8711.28| 69.85000 7753.35| 70.00000 7770.00 36" ROUND EQUIVALENT STORM SEWER PIPE, | | | TYPE 1 | | | SECTION TOTALS | $ 933,272.19| $ 873,399.58| $ 1,138,516.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A SANITARY SEWER AND WATER MAIN | | | 0143 0030.40 LUMP| 7624.84000 7624.84| 13946.00000 13946.00| 35000.00000 35000.00 MOBILIZATION | | | 0144 4795.98 1.000 EACH| 201.16000 201.16| 95.00000 95.00| 175.00000 175.00 12" PLUG | | | 0145 4796.00 11.000 EACH| 191.44000 2105.84| 51.41000 565.51| 145.00000 1595.00 6" PLUG | | | 0146 4796.01 1.000 EACH| 199.06000 199.06| 60.00000 60.00| 150.00000 150.00 8" PLUG | | | 0147 4805.20 128.000 LF | 37.40000 4787.20| 111.57000 14280.96| 90.00000 11520.00 20" STEEL CASING | | | 0148 W100.00 53.000 EACH| 86.69000 4594.57| 136.73000 7246.69| 500.00000 26500.00 CURB STOP AND BOX | | | 0149 W176.23 1740.000 LF | 20.87000 36313.80| 6.84000 11901.60| 20.00000 34800.00 5/8" WATER SERVICE | | | 0150 W176.24 225.000 LF | 17.09000 3845.25| 8.26000 1858.50| 21.00000 4725.00 3/4" WATER SERVICE | | | 0151 W176.26 680.000 LF | 17.70000 12036.00| 9.08000 6174.40| 22.00000 14960.00 1" WATER SERVICE | | | 0152 W176.29 5.000 LF | 161.34000 806.70| 17.00000 85.00| 100.00000 500.00 1 1/2" WATER SERVICE | | | 0153 W176.30 520.000 LF | 18.49000 9614.80| 20.40000 10608.00| 28.00000 14560.00 2" WATER SERVICE | | | 0154 W176.74 2.000 EACH| 427.14000 854.28| 820.00000 1640.00| 1400.00000 2800.00 CUT AND CONNECT TO EXISTING 4" MAIN | | | 0155 W176.75 4.000 EACH| 440.25000 1761.00| 930.00000 3720.00| 1500.00000 6000.00 CUT AND CONNECT TO EXISTING 6" MAIN | | | 0156 W176.76 1.000 EACH| 456.69000 456.69| 1034.00000 1034.00| 1600.00000 1600.00 CUT AND CONNECT TO EXISTING 8" MAIN | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -12 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 1276 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0157 W205.06 102.000 LF | 70.12000 7152.24| 11.59000 1182.18| 25.00000 2550.00 6" WATER MAIN PIPE | | | 0158 W205.12 9913.000 LF | 20.80000 206190.40| 21.06000 208767.78| 26.00000 257738.00 12" WATER MAIN PIPE | | | 0159 W205.62 1450.000 LF | 19.30000 27985.00| 16.54000 23983.00| 22.00000 31900.00 6" WATER MAIN RESTRAIN JOINT | | | 0160 W205.65 233.000 LF | 37.45000 8725.85| 29.15000 6791.95| 35.00000 8155.00 12" WATER MAIN RESTRAIN JOINT | | | 0161 W205.97 8.000 EACH| 154.71000 1237.68| 492.00000 3936.00| 350.00000 2800.00 CUT AND PLUG EXISTING 6" MAIN | | | 0162 W205.98 1.000 EACH| 125.33000 125.33| 531.00000 531.00| 400.00000 400.00 PLUG WATER MAIN 8" | | | 0163 W219.64 4.000 EACH| 386.11000 1544.44| 421.00000 1684.00| 500.00000 2000.00 4" GATE VALVE AND BOX | | | 0164 W219.66 39.000 EACH| 450.43000 17566.77| 519.56000 20262.84| 550.00000 21450.00 6" GATE VALVE AND BOX | | | 0165 W219.68 1.000 EACH| 607.55000 607.55| 613.00000 613.00| 950.00000 950.00 8" GATE VALVE AND BOX | | | 0166 W219.72 17.000 EACH| 1105.68000 18796.56| 1190.07000 20231.19| 1100.00000 18700.00 12" GATE VALVE AND BOX | | | 0167 W222.06 34.000 EACH| 1781.81000 60581.54| 1722.76000 58573.84| 1500.00000 51000.00 6" FIRE HYDRANT | | | 0168 W300.12 1184.000 LF | 53.21000 63000.64| 73.29000 86775.36| 100.00000 118400.00 12" CASING | | | 0169 W356.11 1.000 EACH| 246.36000 246.36| 673.00000 673.00| 320.00000 320.00 6" X 12" X 6" TEE, M.J. | | | 0170 W356.21 1.000 EACH| 316.82000 316.82| 312.00000 312.00| 300.00000 300.00 12" X 8" TEE M.J. | | | 0171 W356.22 34.000 EACH| 237.70000 8081.80| 401.43000 13648.62| 300.00000 10200.00 12" X 6" TEE, SWIVEL JOINT | | | 0172 W356.50 2.000 EACH| 310.28000 620.56| 314.00000 628.00| 300.00000 600.00 CROSS 12" X 4" | | | 0173 W356.51 4.000 EACH| 289.85000 1159.40| 388.00000 1552.00| 360.00000 1440.00 CROSS 12" X 6" | | | 0174 W357.20 1.000 EACH| 195.92000 195.92| 104.00000 104.00| 200.00000 200.00 6" - 90 DEGREE BEND | | | 0175 W357.44 11.000 EACH| 187.25000 2059.75| 300.80000 3308.80| 350.00000 3850.00 12" - 45 DEGREE BEND | | | 0176 W357.51 5.000 EACH| 179.70000 898.50| 290.00000 1450.00| 340.00000 1700.00 12" - 11 1/4 DEGREE BEND | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -13 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 1276 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0177 W357.54 6.000 EACH| 178.63000 1071.78| 290.00000 1740.00| 345.00000 2070.00 12" - 22 1/2 DEGREE BEND | | | 0178 W724.75 1.000 EACH| 466.97000 466.97| 1187.00000 1187.00| 1500.00000 1500.00 CONNECT TO WATER MAIN 6" | | | 0179 W800.33 7.000 EACH| 154.96000 1084.72| 547.00000 3829.00| 450.00000 3150.00 REMOVE HYDRANT | | | 0180 W800.99 36.000 LF | 51.84000 1866.24| 28.17000 1014.12| 50.00000 1800.00 BORING 12" WATER MAIN | | | SECTION TOTALS | $ 516,784.01| $ 535,994.34| $ 698,058.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 5 SEEDING | | | 0181 0030.50 LUMP| 211.58000 211.58| 1.00000 1.00| 300.00000 300.00 MOBILIZATION | | | 0182 L001.02 11.000 ACRE| 372.39000 4096.29| 385.02000 4235.22| 380.00000 4180.00 SEEDING, TYPE B | | | 0183 L010.00 1714.000 SY | 4.23000 7250.22| 4.38000 7507.32| 4.32000 7404.48 SODDING | | | 0184 L032.80 13.200 TON | 476.06000 6283.99| 492.22000 6497.30| 486.00000 6415.20 HYDROMULCH | | | SECTION TOTALS | $ 17,842.08| $ 18,240.84| $ 18,299.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7B FENCE | | | 0185 0030.70 LUMP| 105.79000 105.79| 1.00000 1.00| 150.00000 150.00 MOBILIZATION | | | 0186 7110.04 641.000 LF | 5.55000 3557.55| 6.56000 4204.96| 6.00000 3846.00 4 FOOT CHAIN-LINK FENCE | | | 0187 7115.04 10.000 EACH| 49.72000 497.20| 66.00000 660.00| 51.00000 510.00 END POST FOR 4 FOOT CHAIN-LINK FENCE | | | 0188 7116.04 11.000 EACH| 55.01000 605.11| 76.57000 842.27| 56.00000 616.00 CORNER POST FOR 4 FOOT CHAIN-LINK FENCE | | | SECTION TOTALS | $ 4,765.65| $ 5,708.23| $ 5,122.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 8B ELECTRICAL | | | 0189 0003.75 1.000 EACH| 6347.52000 6347.52| 6563.00000 6563.00| 6500.00000 6500.00 TEMPORARY TRAFFIC SIGNAL AT US-30 & | | | SOUTH STREET | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -14 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 1276 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 0030.81 LUMP| 4717.26000 4717.26| 4877.00000 4877.00| 4800.00000 4800.00 MOBILIZATION | | | 0191 A001.01 8.000 EACH| 476.06000 3808.48| 492.00000 3936.00| 486.00000 3888.00 PULL BOX, TYPE PB-1 | | | 0192 A001.02 3.000 EACH| 423.17000 1269.51| 438.00000 1314.00| 432.00000 1296.00 PULL BOX, TYPE PB-1A | | | 0193 A001.12 6.000 EACH| 396.72000 2380.32| 410.00000 2460.00| 405.00000 2430.00 PULL BOX, TYPE PB-5 | | | 0194 A001.60 1.000 EACH| 846.34000 846.34| 875.00000 875.00| 864.00000 864.00 JUNCTION BOX | | | 0195 A003.10 4.000 EACH| 687.65000 2750.60| 711.00000 2844.00| 700.00000 2800.00 TRAFFIC SIGNAL, TYPE TS-1 | | | 0196 A003.20 4.000 EACH| 687.65000 2750.60| 711.00000 2844.00| 700.00000 2800.00 TRAFFIC SIGNAL, TYPE TS-1A | | | 0197 A004.15 2.000 EACH| 952.13000 1904.26| 984.00000 1968.00| 972.00000 1944.00 TRAFFIC SIGNAL, TYPE TS-1B | | | 0198 A006.14 8.000 EACH| 634.75000 5078.00| 656.00000 5248.00| 650.00000 5200.00 PEDESTRIAN SIGNAL, TYPE PS-1 | | | 0199 A006.70 4.000 EACH| 158.69000 634.76| 164.00000 656.00| 162.00000 648.00 PEDESTRIAN PUSHBUTTON, TYPE PPB | | | 0200 A006.98 16.000 EACH| 290.93000 4654.88| 300.80000 4812.80| 300.00000 4800.00 VEHICLE DETECTOR, TYPE A PREFORMED | | | 0201 A007.00 6.000 EACH| 317.38000 1904.28| 328.00000 1968.00| 324.00000 1944.00 VEHICLE DETECTOR, TYPE B PREFORMED | | | 0202 A009.16 5.000 EACH| 1692.67000 8463.35| 1750.00000 8750.00| 1728.00000 8640.00 STREET LIGHTING UNIT, TYPE | | | SL-BT-40-12-0.20 | | | 0203 A009.23 6.000 EACH| 1375.30000 8251.80| 1422.00000 8532.00| 1400.00000 8400.00 STREET LIGHTING UNIT, TYPE SL-S-40-10-0 | | | 20 | | | 0204 A009.24 3.000 EACH| 1375.30000 4125.90| 1422.00000 4266.00| 1400.00000 4200.00 STREET LIGHTING UNIT, TYPE SL-A-40-10. | | | 0-0.20 | | | 0205 A009.25 59.000 EACH| 1428.19000 84263.21| 1476.65000 87122.35| 1450.00000 85550.00 STREET LIGHTING UNIT, TYPE | | | SL-BT-40-10-0.20 | | | 0206 A010.23 8.000 EACH| 476.06000 3808.48| 492.00000 3936.00| 486.00000 3888.00 LUMINAIRE, TYPE HML-V-0.4KW | | | 0207 A011.40 2.000 EACH| 4231.68000 8463.36| 4375.00000 8750.00| 4300.00000 8600.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-35-12 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -15 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 1276 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0208 A012.60 2.000 EACH| 6664.89000 13329.78| 6891.00000 13782.00| 6800.00000 13600.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE TYPE CMP-50-12 | | | 0209 A014.50 1.000 EACH| 370.27000 370.27| 383.00000 383.00| 378.00000 378.00 WOOD POLE | | | 0210 A018.20 1.000 EACH| 15868.79000 15868.79| 16407.00000 16407.00| 16000.00000 16000.00 HIGH MAST LIGHTING UNIT, TYPE T-100 | | | 0211 A018.81 1.000 EACH| 2221.63000 2221.63| 2297.00000 2297.00| 2200.00000 2200.00 FOUNDATION DESIGN | | | 0212 A018.82 15.000 CY | 264.48000 3967.20| 273.45000 4101.75| 270.00000 4050.00 CONCRETE FOR FOUNDATION | | | 0213 A018.83 1213.000 LB | 0.95000 1152.35| 0.98000 1188.74| 1.00000 1213.00 REINFORCING STEEL | | | 0214 A018.84 6.000 EACH| 105.79000 634.74| 109.00000 654.00| 108.00000 648.00 ANCHOR BOLTS | | | 0215 A020.30 4.000 EACH| 1163.71000 4654.84| 1203.00000 4812.00| 1200.00000 4800.00 LIGHTING CONTROL CENTER, TYPE R | | | 0216 A070.10 14850.000 LF | 2.64000 39204.00| 2.73000 40540.50| 2.70000 40095.00 1 1/2-INCH CONDUIT IN TRENCH | | | 0217 A070.14 1254.000 LF | 3.17000 3975.18| 3.28000 4113.12| 3.24000 4062.96 2-INCH CONDUIT IN TRENCH | | | 0218 A070.18 22.000 LF | 5.29000 116.38| 5.47000 120.34| 5.40000 118.80 3-INCH CONDUIT IN TRENCH | | | 0219 A072.10 2175.000 LF | 3.70000 8047.50| 3.83000 8330.25| 3.80000 8265.00 1 1/2-INCH CONDUIT UNDER ROADWAY | | | 0220 A072.14 408.000 LF | 4.23000 1725.84| 4.38000 1787.04| 4.30000 1754.40 2-INCH CONDUIT UNDER ROADWAY | | | 0221 A072.18 65.000 LF | 6.35000 412.75| 6.56000 426.40| 6.50000 422.50 3-INCH CONDUIT UNDER ROADWAY | | | 0222 A074.14 380.000 LF | 12.70000 4826.00| 13.13000 4989.40| 13.00000 4940.00 2-INCH CONDUIT, JACKED | | | 0223 A077.12 447.000 LF | 0.37000 165.39| 0.38000 169.86| 0.40000 178.80 2/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0224 A077.18 2271.000 LF | 0.42000 953.82| 0.44000 999.24| 0.43000 976.53 7/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0225 A077.22 447.000 LF | 1.32000 590.04| 1.37000 612.39| 1.33000 594.51 12/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0226 A077.97 600.000 LF | 1.06000 636.00| 1.09000 654.00| 1.08000 648.00 7/C #14 AWG TRAFFIC SIGNAL CABLE, AERIA | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -16 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 1276 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0227 A079.01 699.000 LF | 0.37000 258.63| 0.38000 265.62| 0.38000 265.62 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0228 A079.50 2395.000 LF | 0.37000 886.15| 0.38000 910.10| 0.38000 910.10 GROUNDING CONDUCTOR | | | 0229 A079.55 200.000 LF | 0.85000 170.00| 0.88000 176.00| 1.00000 200.00 SERVICE CABLE | | | 0230 A080.10 690.000 LF | 0.95000 655.50| 0.98000 676.20| 1.00000 690.00 STREET LIGHTING CABLE, NO. 2 USE | | | 0231 A080.22 17025.000 LF | 0.42000 7150.50| 0.44000 7491.00| 0.43000 7320.75 STREET LIGHTING CABLE, NO. 6 BARE | | | 0232 A080.24 33360.000 LF | 0.63000 21016.80| 0.66000 22017.60| 0.65000 21684.00 STREET LIGHTING CABLE, NO. 6 USE | | | 0233 A500.20 1.000 EACH| 2115.84000 2115.84| 2188.00000 2188.00| 2200.00000 2200.00 INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | | TC-170 | | | 0234 A610.00 1.000 EACH| 1548.79000 1548.79| 1601.00000 1601.00| 1600.00000 1600.00 REMOVE TRAFFIC SIGNAL AT US-30 & SOUTH | | | STRET | | | 0235 A700.20 3.000 EACH| 476.06000 1428.18| 492.00000 1476.00| 500.00000 1500.00 RELOCATE STREET LIGHTING UNIT | | | 0236 A800.70 762.000 DAY | 4.76000 3627.12| 4.92000 3749.04| 5.00000 3810.00 MAINTENANCE OF LIGHTING UNITS | | | SECTION TOTALS | $ 298,132.92| $ 308,640.74| $ 304,317.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0237 0001.08 46255.000 BDAY| 0.50000 23127.50| 0.50000 23127.50| 0.50000 23127.50 BARRICADE, TYPE II | | | 0238 0001.10 14699.000 BDAY| 1.88000 27634.12| 1.73000 25429.27| 1.70000 24988.30 BARRICADE, TYPE III | | | 0239 0001.75 1220.000 EACH| 4.23000 5160.60| 4.10000 5002.00| 3.40000 4148.00 TEMPORARY SIGN DAY | | | 0240 0001.90 32563.000 EACH| 0.25000 8140.75| 0.05000 1628.15| 0.06000 1953.78 SIGN DAY | | | 0241 0001.98 6378.000 EACH| 3.17000 20218.26| 0.56000 3571.68| 0.55000 3507.90 CONTRACTOR FURNISHED SIGN | | | 0242 0002.30 75000.000 LF | 0.19000 14250.00| 0.05000 3750.00| 0.06000 4500.00 PAVEMENT MARKING REMOVAL | | | 0243 0002.44 95000.000 LF | 0.20000 19000.00| 0.10000 9500.00| 0.10000 9500.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -17 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 1276 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0244 0002.47 75000.000 LF | 0.13000 9750.00| 0.08000 6000.00| 0.08000 6000.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0245 0002.97 74.000 DAY | 79.34000 5871.16| 42.66000 3156.84| 42.00000 3108.00 FLASHING ARROW PANEL | | | 0246 0003.10 75.000 DAY | 365.99000 27449.25| 304.94000 22870.50| 360.00000 27000.00 FLAGGING | | | 0247 0010.04 1.000 EACH| 6347.52000 6347.52| 23446.00000 23446.00| 7500.00000 7500.00 FIELD OFFICE | | | 0248 0030.00 LUMP| 528.96000 528.96| 12814.00000 12814.00| 44000.00000 44000.00 MOBILIZATION | | | SECTION TOTALS | $ 167,478.12| $ 140,295.94| $ 159,333.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,183,447.43| $ 6,387,564.65| $ 7,182,162.46 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -18 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 3652 |( 6 ) 2252 |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBS |PAULSEN, 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| 100000.00000 100000.00| 69500.00000 69500.00| 90000.00000 90000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 20000.00000 20000.00| 43750.00000 43750.00| 40000.00000 40000.00 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 344.000 MGAL| 10.50000 3612.00| 10.00000 3440.00| 10.00000 3440.00 WATER | | | 0004 1012.00 31.000 EACH| 55.00000 1705.00| 52.00000 1612.00| 68.00000 2108.00 RIGHT-OF-WAY MARKERS | | | 0005 1016.00 71.000 EACH| 340.00000 24140.00| 300.00000 21300.00| 300.00000 21300.00 RE-ESTABLISH PROPERTY CORNER | | | 0006 1030.00 34411.000 CY | 5.10000 175496.10| 5.87000 201992.57| 5.40000 185819.40 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1101.00 46255.000 SY | 3.80000 175769.00| 4.68000 216473.40| 5.50000 254402.50 REMOVE PAVEMENT | | | 0008 1101.25 8500.000 LF | 2.50000 21250.00| 2.50000 21250.00| 2.50000 21250.00 SAWING PAVEMENT | | | 0009 1102.00 14310.000 SY | 3.50000 50085.00| 3.88000 55522.80| 4.00000 57240.00 REMOVE ASPHALT SURFACE | | | 0010 1103.00 87.000 SY | 4.00000 348.00| 10.00000 870.00| 4.00000 348.00 REMOVE BRICK SURFACE | | | 0011 1106.00 6360.500 SY | 4.00000 25442.00| 3.68000 23406.64| 4.00000 25442.00 REMOVE DRIVEWAY | | | 0012 1107.00 755.000 SY | 4.00000 3020.00| 3.68000 2778.40| 4.00000 3020.00 REMOVE WALK | | | 0013 1123.00 13.000 SY | 11.00000 143.00| 10.00000 130.00| 10.00000 130.00 REMOVE CONCRETE DITCH LINER | | | 0014 1701.18 48.000 LF | 25.00000 1200.00| 20.00000 960.00| 20.00000 960.00 18" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0015 1701.24 64.000 LF | 27.00000 1728.00| 22.00000 1408.00| 22.00000 1408.00 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0016 4093.80 9802.000 SF | 11.00000 107822.00| 9.90000 97039.80| 10.00000 98020.00 WALL MATERIALS | | | 0017 4095.15 2326.000 LF | 6.00000 13956.00| 12.32000 28656.32| 5.30000 12327.80 COMPACTED EARTH LEVELING PAD | | | 0018 6040.00 1.000 EACH| 2000.00000 2000.00| 800.00000 800.00| 800.00000 800.00 REMOVE STRUCTURE AT STA. 40+56.01 LT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -19 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 3652 |( 6 ) 2252 |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 8024.50 1392.000 CY | 14.00000 19488.00| 5.27000 7335.84| 12.50000 17400.00 SELECT GRANULAR BACKFILL FOR RETAINED | | | EARTH STRUCTURE | | | 0020 9110.01 30.000 HOUR| 100.00000 3000.00| 100.00000 3000.00| 90.00000 2700.00 RENTAL OF LOADER, FULLY OPERATED | | | 0021 9110.03 30.000 HOUR| 60.00000 1800.00| 70.00000 2100.00| 55.00000 1650.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0022 9110.06 30.000 HOUR| 75.00000 2250.00| 100.00000 3000.00| 70.00000 2100.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0023 9110.07 30.000 HOUR| 70.00000 2100.00| 70.00000 2100.00| 65.00000 1950.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0024 L006.00 11.000 ACRE| 70.00000 770.00| 60.00000 660.00| 60.00000 660.00 COVER CROP SEEDING | | | 0025 L006.50 0.250 ACRE| 4600.00000 1150.00| 1100.00000 275.00| 1100.00000 275.00 TEMPORARY SEEDING | | | 0026 L020.00 20756.000 SY | 1.40000 29058.40| 1.30000 26982.80| 1.30000 26982.80 EROSION CONTROL | | | 0027 L020.09 390.000 SY | 12.00000 4680.00| 11.00000 4290.00| 11.00000 4290.00 EROSION CONTROL, TYPE AAA | | | 0028 L022.25 3568.000 LF | 2.60000 9276.80| 2.45000 8741.60| 2.45000 8741.60 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0029 L032.75 0.500 TON | 2000.00000 1000.00| 900.00000 450.00| 900.00000 450.00 MULCH | | | 0030 P070.24 46.000 LF | 30.00000 1380.00| 25.00000 1150.00| 25.00000 1150.00 24" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | | | SECTION TOTALS | $ 803,669.30| $ 850,975.17| $ 886,365.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0031 0030.30 LUMP| 445000.00000 445000.00| 400000.00000 400000.00| 195000.00000 195000.00 MOBILIZATION | | | 0032 2001.03 151.000 TON | 22.70000 3427.70| 16.88000 2548.88| 12.00000 1812.00 GRAVEL SURFACE COURSE | | | 0033 2010.03 200.000 TON | 21.20000 4240.00| 20.00000 4000.00| 17.50000 3500.00 CRUSHED ROCK SURFACE COURSE | | | 0034 3011.26 622.000 LF | 19.70000 12253.40| 12.50000 7775.00| 16.00000 9952.00 CONCRETE CLASS 47B-3500 CURB, TYPE I | | | 0035 3012.04 873.000 LF | 19.10000 16674.30| 10.65000 9297.45| 12.00000 10476.00 CONCRETE 47B-3500 MEDIAN CURB | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -20 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 3652 |( 6 ) 2252 |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 3013.15 1796.000 LF | 38.20000 68607.20| 14.45000 25952.20| 24.00000 43104.00 CONCRETE CLASS 47B-3500 BARRIER CURB | | | 0037 3016.21 1669.000 SY | 21.00000 35049.00| 19.98000 33346.62| 21.00000 35049.00 CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0038 3016.62 8661.000 SY | 22.00000 190542.00| 20.10000 174086.10| 22.00000 190542.00 6" CONCRETE CLASS 47B-3000 BIKEWAY | | | 0039 3017.17 1501.000 SY | 31.50000 47281.50| 31.20000 46831.20| 52.00000 78052.00 6" CONCRETE CLASS 47B-3000 IMPRINTED | | | SURFACING | | | 0040 3017.44 756.000 SY | 45.00000 34020.00| 50.27000 38004.12| 42.00000 31752.00 CONCRETE CLASS 47B-3000 IMPRINTED | | | MEDIAN SURFACING | | | 0041 3020.23 467.000 SY | 29.30000 13683.10| 27.90000 13029.30| 28.00000 13076.00 CONCRETE CLASS 47B-3500 DRIVEWAY 8" | | | 0042 3020.24 4448.500 SY | 24.70000 109877.95| 26.85000 119442.23| 29.00000 129006.50 CONCRETE CLASS 47B-3500 DRIVEWAY | | | 0043 3075.52 21437.000 SY | 24.10000 516631.70| 34.77000 745364.49| 27.00000 578799.00 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0044 3075.53 514.000 SY | 56.70000 29143.80| 74.22000 38149.08| 70.00000 35980.00 10" IMPRINTED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0045 3075.56 61712.000 SY | 24.70000 1524286.40| 28.36000 1750152.32| 28.00000 1727936.00 10" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0046 3091.20 563.000 SY | 43.50000 24490.50| 54.21000 30520.23| 28.00000 15764.00 10" CONCRETE PAVEMENT CLASS 47B-HE-3500 | | | 0047 3300.65 43.000 EACH| 50.00000 2150.00| 60.00000 2580.00| 70.00000 3010.00 CONCRETE PAVEMENT THICKNESS CORE | | | 0048 4015.00 14.000 EACH| 123.90000 1734.60| 250.00000 3500.00| 160.00000 2240.00 ADJUST MANHOLE TO GRADE | | | 0049 4764.35 16420.000 LF | 3.90000 64038.00| 3.00000 49260.00| 3.85000 63217.00 4" PERFORATED PIPE UNDERDRAIN | | | 0050 6401.00 231.000 LF | 55.00000 12705.00| 50.58000 11683.98| 65.00000 15015.00 PEDESTRIAN BARRIER RAIL | | | 0051 7500.32 38.000 EACH| 150.00000 5700.00| 145.00000 5510.00| 200.00000 7600.00 ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0052 7500.48 12.000 EACH| 150.00000 1800.00| 138.00000 1656.00| 25.00000 300.00 YIELD PREFORMED PAVEMENT MARKING, TYPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -21 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 3652 |( 6 ) 2252 |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 7502.14 9500.000 LF | 2.50000 23750.00| 2.32000 22040.00| 2.00000 19000.00 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | 0054 7503.04 24000.000 LF | 2.00000 48000.00| 1.82000 43680.00| 2.00000 48000.00 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0055 7508.04 1000.000 LF | 6.20000 6200.00| 5.93000 5930.00| 6.00000 6000.00 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0056 7509.04 400.000 LF | 6.50000 2600.00| 6.18000 2472.00| 6.00000 2400.00 12" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0057 8029.10 84226.000 SY | 5.60000 471665.60| 1.85000 155818.10| 3.00000 252678.00 AGGREGATE FOUNDATION COURSE-D 4" | | | 0058 8060.05 20.000 EACH| 210.00000 4200.00| 200.00000 4000.00| 100.00000 2000.00 GRANULAR SUBDRAIN | | | 0059 9005.45 590.000 TON | 35.00000 20650.00| 34.45000 20325.50| 37.00000 21830.00 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0060 9009.00 86.000 SY | 5.00000 430.00| 4.00000 344.00| 5.00000 430.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0061 9009.75 16227.000 SY | 21.50000 348880.50| 22.70000 368352.90| 27.00000 438129.00 TEMPORARY SURFACING | | | 0062 9021.08 31.860 TON | 250.00000 7965.00| 222.50000 7088.85| 223.00000 7104.78 PERFORMANCE GRADED BINDER (64-28) | | | 0063 9034.00 86.000 SY | 7.60000 653.60| 6.00000 516.00| 6.00000 516.00 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0064 9053.00 730.000 GAL | 1.05000 766.50| 1.00000 730.00| 1.00000 730.00 TACK COAT | | | 0065 9111.00 350.000 MGAL| 8.40000 2940.00| 10.00000 3500.00| 15.00000 5250.00 WATER | | | 0066 9170.00 305.100 STA | 260.00000 79326.00| 250.00000 76275.00| 250.00000 76275.00 EARTH SHOULDER CONSTRUCTION | | | 0067 9173.20 90079.000 SY | 1.50000 135118.50| 0.69000 62154.51| 1.00000 90079.00 SUBGRADE PREPARATION | | | SECTION TOTALS | $ 4,316,481.85| $ 4,285,916.06| $ 4,161,604.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -22 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 3652 |( 6 ) 2252 |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 0030.40 LUMP| 70000.00000 70000.00| 29420.00000 29420.00| 140000.00000 140000.00 MOBILIZATION | | | 0069 1117.00 2.000 EACH| 602.80000 1205.60| 600.00000 1200.00| 350.00000 700.00 REMOVE MANHOLE | | | 0070 1119.00 11.000 EACH| 681.80000 7499.80| 200.00000 2200.00| 350.00000 3850.00 REMOVE INLET | | | 0071 4002.00 14250.000 LB | 1.40000 19950.00| 1.31000 18667.50| 2.00000 28500.00 CAST IRON COVER AND FRAME | | | 0072 4004.50 10985.000 LB | 1.20000 13182.00| 1.15000 12632.75| 2.00000 21970.00 CAST IRON GRATE AND FRAME | | | 0073 4005.00 2385.000 LB | 1.10000 2623.50| 0.99000 2361.15| 2.00000 4770.00 CAST IRON RING AND COVER | | | 0074 4015.50 22.000 EACH| 380.40000 8368.80| 1700.00000 37400.00| 610.00000 13420.00 RECONSTRUCT MANHOLE | | | 0075 4016.00 1.000 EACH| 2504.60000 2504.60| 1300.00000 1300.00| 2800.00000 2800.00 MANHOLE AT STA. 118+59.81 33' RT. | | | 0076 4018.00 1.000 EACH| 436.90000 436.90| 390.00000 390.00| 250.00000 250.00 TAPPING EXISTING STRUCTURE | | | 0077 4018.50 1.000 EACH| 470.10000 470.10| 267.00000 267.00| 250.00000 250.00 TAPPING EXISTING PIPE | | | 0078 4020.25 16.000 SY | 27.20000 435.20| 40.00000 640.00| 62.00000 992.00 CONCRETE DITCH LINING | | | 0079 4035.00 3.000 EACH| 269.10000 807.30| 115.00000 345.00| 126.00000 378.00 REMOVE FLARED-END SECTION | | | 0080 4043.50 1122.000 LF | 20.60000 23113.20| 6.05000 6788.10| 5.00000 5610.00 REMOVE SEWER PIPE | | | 0081 4045.00 1.000 EACH| 6466.20000 6466.20| 2000.00000 2000.00| 5500.00000 5500.00 REMOVE STRUCTURE AT STA. 42+22.03 | | | 0082 4045.01 1.000 EACH| 10000.00000 10000.00| 6794.00000 6794.00| 3500.00000 3500.00 REMOVE STRUCTURE AT STA. 44+57.00 | | | 0083 4045.02 1.000 EACH| 5500.00000 5500.00| 4900.00000 4900.00| 4700.00000 4700.00 REMOVE STRUCTURE AT STA. 55+29.80 | | | 0084 4045.03 1.000 EACH| 6466.20000 6466.20| 3300.00000 3300.00| 4800.00000 4800.00 REMOVE STRUCTURE AT STA. 57+54.00 | | | 0085 4045.04 1.000 EACH| 7264.20000 7264.20| 2560.00000 2560.00| 4900.00000 4900.00 REMOVE STRUCTURE AT STA. 73+06.50 | | | 0086 4045.05 1.000 EACH| 6880.90000 6880.90| 2775.00000 2775.00| 4800.00000 4800.00 REMOVE STRUCTURE AT STA. 75+37.15 | | | 0087 4045.06 1.000 EACH| 6673.60000 6673.60| 2445.00000 2445.00| 4800.00000 4800.00 REMOVE STRUCTURE AT STA. 88+36.00 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -23 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 3652 |( 6 ) 2252 |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 4045.07 1.000 EACH| 6466.20000 6466.20| 1775.00000 1775.00| 4700.00000 4700.00 REMOVE STRUCTURE AT STA. 99+70.90 | | | 0089 4045.08 1.000 EACH| 7471.50000 7471.50| 2700.00000 2700.00| 3500.00000 3500.00 REMOVE STRUCTURE AT STA. 1004+59.34 | | | 0090 4050.01 1084.000 CY | 14.80000 16043.20| 6.50000 7046.00| 9.00000 9756.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0091 4051.01 1000.000 CY | 15.00000 15000.00| 14.50000 14500.00| 16.00000 16000.00 EXCAVATION FOR BOX CULVERTS | | | 0092 4100.06 2.400 CY | 560.00000 1344.00| 531.00000 1274.40| 580.00000 1392.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0093 4101.06 206.310 CY | 285.00000 58798.35| 274.00000 56528.94| 260.00000 53640.60 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0094 4105.59 497.180 CY | 390.00000 193900.20| 386.00000 191911.48| 400.00000 198872.00 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0095 4107.07 1.060 CY | 1316.70000 1395.70| 185.00000 196.10| 500.00000 530.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0096 4150.00 350.000 LB | 1.00000 350.00| 0.80000 280.00| 1.00000 350.00 REINFORCING STEEL FOR HEADWALL | | | 0097 4151.00 19035.000 LB | 0.75000 14276.25| 0.70000 13324.50| 1.00000 19035.00 REINFORCING STEEL FOR BOX CULVERT | | | 0098 4155.50 33086.000 LB | 0.80000 26468.80| 0.76000 25145.36| 1.00000 33086.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0099 4157.00 83.000 LB | 2.00000 166.00| 1.05000 87.15| 1.00000 83.00 REINFORCING STEEL FOR COLLARS | | | 0100 4230.54 1.000 EACH| 425.30000 425.30| 465.00000 465.00| 700.00000 700.00 BAR GRATE FOR 54" CONCRETE FLARED-END | | | SECTION | | | 0101 4310.18 3.000 EACH| 339.70000 1019.10| 545.00000 1635.00| 400.00000 1200.00 18" FLARED-END SECTION | | | 0102 4310.24 3.000 EACH| 364.10000 1092.30| 645.00000 1935.00| 500.00000 1500.00 24" FLARED-END SECTION | | | 0103 4310.30 6.000 EACH| 407.70000 2446.20| 481.00000 2886.00| 495.00000 2970.00 30" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -24 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 3652 |( 6 ) 2252 |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 4310.42 1.000 EACH| 625.60000 625.60| 790.00000 790.00| 880.00000 880.00 42" FLARED-END SECTION | | | 0105 4310.54 2.000 EACH| 906.70000 1813.40| 1155.00000 2310.00| 1300.00000 2600.00 54" FLARED-END SECTION | | | 0106 4310.60 1.000 EACH| 1369.50000 1369.50| 1915.00000 1915.00| 1000.00000 1000.00 60" FLARED-END SECTION | | | 0107 4320.36 1.000 EACH| 504.40000 504.40| 631.00000 631.00| 710.00000 710.00 36" ROUND EQUIVALENT FLARED-END SECTION | | | 0108 4875.24 74.000 LF | 140.00000 10360.00| 270.00000 19980.00| 155.00000 11470.00 JACKING 24" STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0109 4875.30 113.000 LF | 160.00000 18080.00| 344.00000 38872.00| 165.00000 18645.00 JACKING 30" STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0110 4875.36 45.000 LF | 200.00000 9000.00| 423.00000 19035.00| 200.00000 9000.00 JACKING 36" STORM SEWER PIPE, TYPE 1, | | | CLASS IV | | | 0111 4875.42 44.000 LF | 210.00000 9240.00| 446.00000 19624.00| 250.00000 11000.00 JACKING 42" STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0112 4875.54 65.000 LF | 310.00000 20150.00| 483.00000 31395.00| 320.00000 20800.00 JACKING 54" STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0113 4880.30 92.000 LF | 180.00000 16560.00| 252.00000 23184.00| 165.00000 15180.00 JACKING 30" CULVERT PIPE, TYPE 2 CLASS | | | IV | | | 0114 4880.54 89.000 LF | 340.00000 30260.00| 576.00000 51264.00| 320.00000 28480.00 JACKING 54" CULVERT PIPE, TYPE 2 CLASS | | | IV | | | 0115 4900.24 19.000 EACH| 874.30000 16611.70| 675.00000 12825.00| 1300.00000 24700.00 AREA INLET SEDIMENT FILTER | | | 0116 6010.26 18.800 CY | 210.40000 3955.52| 480.00000 9024.00| 400.00000 7520.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0117 6020.00 965.000 LB | 0.80000 772.00| 1.50000 1447.50| 1.00000 965.00 REINFORCING STEEL FOR BRIDGE | | | 0118 P120.30 186.000 LF | 32.10000 5970.60| 44.49000 8275.14| 45.00000 8370.00 30" CULVERT PIPE, TYPE 2 | | | 0119 P120.54 251.000 LF | 84.40000 21184.40| 95.77000 24038.27| 129.00000 32379.00 54" CULVERT PIPE, TYPE 2 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -25 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 3652 |( 6 ) 2252 |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 P128.30 92.000 LF | 37.40000 3440.80| 50.77000 4670.84| 53.00000 4876.00 30" CULVERT PIPE, TYPE 2 CLASS IV | | | 0121 P128.54 89.000 LF | 98.00000 8722.00| 135.66000 12073.74| 150.00000 13350.00 54" CULVERT PIPE, TYPE 2 CLASS IV | | | 0122 P300.24 18.000 LF | 35.10000 631.80| 64.41000 1159.38| 30.00000 540.00 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0123 P700.15 1111.000 LF | 19.00000 21109.00| 21.22000 23575.42| 24.00000 26664.00 15" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0124 P700.18 5467.000 LF | 20.50000 112073.50| 20.43000 111690.81| 27.00000 147609.00 18" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0125 P700.24 1149.000 LF | 26.80000 30793.20| 28.14000 32332.86| 37.00000 42513.00 24" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0126 P700.30 224.000 LF | 33.50000 7504.00| 43.39000 9719.36| 47.00000 10528.00 30" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0127 P700.36 668.000 LF | 45.60000 30460.80| 50.01000 33406.68| 63.00000 42084.00 36" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0128 P702.24 58.000 LF | 27.30000 1583.40| 49.93000 2895.94| 37.00000 2146.00 24" STORM SEWER PIPE, TYPE 1 | | | 0129 P702.30 103.000 LF | 33.50000 3450.50| 48.06000 4950.18| 45.00000 4635.00 30" STORM SEWER PIPE, TYPE 1 | | | 0130 P702.36 65.000 LF | 58.00000 3770.00| 66.14000 4299.10| 72.00000 4680.00 36" STORM SEWER PIPE, TYPE 1 | | | 0131 P702.42 204.000 LF | 56.90000 11607.60| 64.49000 13155.96| 83.00000 16932.00 42" STORM SEWER PIPE, TYPE 1 | | | 0132 P702.48 184.000 LF | 68.50000 12604.00| 85.82000 15790.88| 95.00000 17480.00 48" STORM SEWER PIPE, TYPE 1 | | | 0133 P702.54 91.000 LF | 97.70000 8890.70| 110.96000 10097.36| 155.00000 14105.00 54" STORM SEWER PIPE, TYPE 1 | | | 0134 P702.60 338.000 LF | 93.40000 31569.20| 121.36000 41019.68| 130.00000 43940.00 60" STORM SEWER PIPE, TYPE 1 | | | 0135 P705.24 74.000 LF | 34.80000 2575.20| 25.57000 1892.18| 29.00000 2146.00 24" STORM SEWER PIPE, TYPE 1 CLASS IV | | | 0136 P705.30 113.000 LF | 44.40000 5017.20| 35.65000 4028.45| 39.00000 4407.00 30" STORM SEWER PIPE, TYPE 1 CLASS IV | | | 0137 P705.36 45.000 LF | 59.90000 2695.50| 51.99000 2339.55| 55.00000 2475.00 36" STORM SEWER PIPE, TYPE 1 CLASS IV | | | 0138 P705.42 44.000 LF | 72.50000 3190.00| 102.09000 4491.96| 75.00000 3300.00 42" STORM SEWER PIPE, TYPE 1 CLASS IV | | | 0139 P705.54 65.000 LF | 108.90000 7078.50| 99.53000 6469.45| 110.00000 7150.00 54" STORM SEWER PIPE, TYPE 1 CLASS IV | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -26 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 3652 |( 6 ) 2252 |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 P707.30 67.000 LF | 62.30000 4174.10| 53.99000 3617.33| 38.00000 2546.00 30" STORM SEWER PIPE, TYPE 3, 4 OR 5 | | | 0141 P708.60 178.000 LF | 138.20000 24599.60| 111.44000 19836.32| 95.00000 16910.00 60" STORM SEWER PIPE, TYPE 5 | | | 0142 P775.36 111.000 LF | 62.30000 6915.30| 91.77000 10186.47| 95.00000 10545.00 36" ROUND EQUIVALENT STORM SEWER PIPE, | | | TYPE 1 | | | SECTION TOTALS | $ 1,057,424.22| $ 1,098,385.24| $ 1,239,064.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A SANITARY SEWER AND WATER MAIN | | | 0143 0030.40 LUMP| 50000.00000 50000.00| 2200.00000 2200.00| 50000.00000 50000.00 MOBILIZATION | | | 0144 4795.98 1.000 EACH| 250.00000 250.00| 191.00000 191.00| 235.00000 235.00 12" PLUG | | | 0145 4796.00 11.000 EACH| 200.00000 2200.00| 144.00000 1584.00| 185.00000 2035.00 6" PLUG | | | 0146 4796.01 1.000 EACH| 225.00000 225.00| 148.00000 148.00| 205.00000 205.00 8" PLUG | | | 0147 4805.20 128.000 LF | 110.00000 14080.00| 146.00000 18688.00| 103.00000 13184.00 20" STEEL CASING | | | 0148 W100.00 53.000 EACH| 250.00000 13250.00| 500.00000 26500.00| 265.00000 14045.00 CURB STOP AND BOX | | | 0149 W176.23 1740.000 LF | 12.00000 20880.00| 18.30000 31842.00| 13.00000 22620.00 5/8" WATER SERVICE | | | 0150 W176.24 225.000 LF | 12.50000 2812.50| 18.60000 4185.00| 14.00000 3150.00 3/4" WATER SERVICE | | | 0151 W176.26 680.000 LF | 13.00000 8840.00| 19.90000 13532.00| 14.00000 9520.00 1" WATER SERVICE | | | 0152 W176.29 5.000 LF | 20.00000 100.00| 42.90000 214.50| 17.00000 85.00 1 1/2" WATER SERVICE | | | 0153 W176.30 520.000 LF | 25.00000 13000.00| 25.80000 13416.00| 25.00000 13000.00 2" WATER SERVICE | | | 0154 W176.74 2.000 EACH| 900.00000 1800.00| 1360.00000 2720.00| 900.00000 1800.00 CUT AND CONNECT TO EXISTING 4" MAIN | | | 0155 W176.75 4.000 EACH| 1100.00000 4400.00| 1420.00000 5680.00| 1100.00000 4400.00 CUT AND CONNECT TO EXISTING 6" MAIN | | | 0156 W176.76 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1300.00000 1300.00 CUT AND CONNECT TO EXISTING 8" MAIN | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -27 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 3652 |( 6 ) 2252 |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0157 W205.06 102.000 LF | 13.00000 1326.00| 17.30000 1764.60| 12.35000 1259.70 6" WATER MAIN PIPE | | | 0158 W205.12 9913.000 LF | 28.00000 277564.00| 27.05000 268146.65| 29.00000 287477.00 12" WATER MAIN PIPE | | | 0159 W205.62 1450.000 LF | 18.00000 26100.00| 17.80000 25810.00| 17.00000 24650.00 6" WATER MAIN RESTRAIN JOINT | | | 0160 W205.65 233.000 LF | 70.00000 16310.00| 29.80000 6943.40| 64.00000 14912.00 12" WATER MAIN RESTRAIN JOINT | | | 0161 W205.97 8.000 EACH| 200.00000 1600.00| 365.00000 2920.00| 165.00000 1320.00 CUT AND PLUG EXISTING 6" MAIN | | | 0162 W205.98 1.000 EACH| 200.00000 200.00| 380.00000 380.00| 185.00000 185.00 PLUG WATER MAIN 8" | | | 0163 W219.64 4.000 EACH| 500.00000 2000.00| 485.00000 1940.00| 420.00000 1680.00 4" GATE VALVE AND BOX | | | 0164 W219.66 39.000 EACH| 500.00000 19500.00| 533.00000 20787.00| 475.00000 18525.00 6" GATE VALVE AND BOX | | | 0165 W219.68 1.000 EACH| 700.00000 700.00| 1085.00000 1085.00| 650.00000 650.00 8" GATE VALVE AND BOX | | | 0166 W219.72 17.000 EACH| 1200.00000 20400.00| 1135.00000 19295.00| 1100.00000 18700.00 12" GATE VALVE AND BOX | | | 0167 W222.06 34.000 EACH| 1500.00000 51000.00| 1544.00000 52496.00| 1500.00000 51000.00 6" FIRE HYDRANT | | | 0168 W300.12 1184.000 LF | 71.00000 84064.00| 122.00000 144448.00| 80.00000 94720.00 12" CASING | | | 0169 W356.11 1.000 EACH| 320.00000 320.00| 316.00000 316.00| 300.00000 300.00 6" X 12" X 6" TEE, M.J. | | | 0170 W356.21 1.000 EACH| 250.00000 250.00| 290.00000 290.00| 250.00000 250.00 12" X 8" TEE M.J. | | | 0171 W356.22 34.000 EACH| 330.00000 11220.00| 280.00000 9520.00| 315.00000 10710.00 12" X 6" TEE, SWIVEL JOINT | | | 0172 W356.50 2.000 EACH| 320.00000 640.00| 290.00000 580.00| 265.00000 530.00 CROSS 12" X 4" | | | 0173 W356.51 4.000 EACH| 300.00000 1200.00| 342.00000 1368.00| 285.00000 1140.00 CROSS 12" X 6" | | | 0174 W357.20 1.000 EACH| 250.00000 250.00| 194.00000 194.00| 190.00000 190.00 6" - 90 DEGREE BEND | | | 0175 W357.44 11.000 EACH| 300.00000 3300.00| 359.00000 3949.00| 265.00000 2915.00 12" - 45 DEGREE BEND | | | 0176 W357.51 5.000 EACH| 300.00000 1500.00| 356.00000 1780.00| 265.00000 1325.00 12" - 11 1/4 DEGREE BEND | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -28 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 3652 |( 6 ) 2252 |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0177 W357.54 6.000 EACH| 350.00000 2100.00| 362.00000 2172.00| 265.00000 1590.00 12" - 22 1/2 DEGREE BEND | | | 0178 W724.75 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| 845.00000 845.00 CONNECT TO WATER MAIN 6" | | | 0179 W800.33 7.000 EACH| 300.00000 2100.00| 515.00000 3605.00| 250.00000 1750.00 REMOVE HYDRANT | | | 0180 W800.99 36.000 LF | 40.00000 1440.00| 35.00000 1260.00| 36.00000 1296.00 BORING 12" WATER MAIN | | | SECTION TOTALS | $ 659,421.50| $ 694,950.15| $ 673,498.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 5 SEEDING | | | 0181 0030.50 LUMP| 1000.00000 1000.00| 200.00000 200.00| 500.00000 500.00 MOBILIZATION | | | 0182 L001.02 11.000 ACRE| 370.00000 4070.00| 352.00000 3872.00| 352.00000 3872.00 SEEDING, TYPE B | | | 0183 L010.00 1714.000 SY | 4.50000 7713.00| 4.00000 6856.00| 4.00000 6856.00 SODDING | | | 0184 L032.80 13.200 TON | 480.00000 6336.00| 450.00000 5940.00| 450.00000 5940.00 HYDROMULCH | | | SECTION TOTALS | $ 19,119.00| $ 16,868.00| $ 17,168.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7B FENCE | | | 0185 0030.70 LUMP| 500.00000 500.00| 120.00000 120.00| 200.00000 200.00 MOBILIZATION | | | 0186 7110.04 641.000 LF | 6.30000 4038.30| 6.00000 3846.00| 5.25000 3365.25 4 FOOT CHAIN-LINK FENCE | | | 0187 7115.04 10.000 EACH| 70.00000 700.00| 60.00000 600.00| 47.00000 470.00 END POST FOR 4 FOOT CHAIN-LINK FENCE | | | 0188 7116.04 11.000 EACH| 80.00000 880.00| 70.00000 770.00| 52.00000 572.00 CORNER POST FOR 4 FOOT CHAIN-LINK FENCE | | | SECTION TOTALS | $ 6,118.30| $ 5,336.00| $ 4,607.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 8B ELECTRICAL | | | 0189 0003.75 1.000 EACH| 10000.00000 10000.00| 6000.00000 6000.00| 6000.00000 6000.00 TEMPORARY TRAFFIC SIGNAL AT US-30 & | | | SOUTH STREET | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -29 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 3652 |( 6 ) 2252 |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 0030.81 LUMP| 10000.00000 10000.00| 6152.00000 6152.00| 50000.00000 50000.00 MOBILIZATION | | | 0191 A001.01 8.000 EACH| 470.00000 3760.00| 450.00000 3600.00| 450.00000 3600.00 PULL BOX, TYPE PB-1 | | | 0192 A001.02 3.000 EACH| 410.00000 1230.00| 400.00000 1200.00| 400.00000 1200.00 PULL BOX, TYPE PB-1A | | | 0193 A001.12 6.000 EACH| 400.00000 2400.00| 375.00000 2250.00| 375.00000 2250.00 PULL BOX, TYPE PB-5 | | | 0194 A001.60 1.000 EACH| 820.00000 820.00| 800.00000 800.00| 800.00000 800.00 JUNCTION BOX | | | 0195 A003.10 4.000 EACH| 660.00000 2640.00| 650.00000 2600.00| 650.00000 2600.00 TRAFFIC SIGNAL, TYPE TS-1 | | | 0196 A003.20 4.000 EACH| 660.00000 2640.00| 650.00000 2600.00| 650.00000 2600.00 TRAFFIC SIGNAL, TYPE TS-1A | | | 0197 A004.15 2.000 EACH| 950.00000 1900.00| 900.00000 1800.00| 900.00000 1800.00 TRAFFIC SIGNAL, TYPE TS-1B | | | 0198 A006.14 8.000 EACH| 620.00000 4960.00| 600.00000 4800.00| 600.00000 4800.00 PEDESTRIAN SIGNAL, TYPE PS-1 | | | 0199 A006.70 4.000 EACH| 155.00000 620.00| 150.00000 600.00| 150.00000 600.00 PEDESTRIAN PUSHBUTTON, TYPE PPB | | | 0200 A006.98 16.000 EACH| 290.00000 4640.00| 275.00000 4400.00| 275.00000 4400.00 VEHICLE DETECTOR, TYPE A PREFORMED | | | 0201 A007.00 6.000 EACH| 310.00000 1860.00| 300.00000 1800.00| 300.00000 1800.00 VEHICLE DETECTOR, TYPE B PREFORMED | | | 0202 A009.16 5.000 EACH| 1650.00000 8250.00| 1600.00000 8000.00| 1600.00000 8000.00 STREET LIGHTING UNIT, TYPE | | | SL-BT-40-12-0.20 | | | 0203 A009.23 6.000 EACH| 1350.00000 8100.00| 1300.00000 7800.00| 1300.00000 7800.00 STREET LIGHTING UNIT, TYPE SL-S-40-10-0 | | | 20 | | | 0204 A009.24 3.000 EACH| 1350.00000 4050.00| 1300.00000 3900.00| 1300.00000 3900.00 STREET LIGHTING UNIT, TYPE SL-A-40-10. | | | 0-0.20 | | | 0205 A009.25 59.000 EACH| 1400.00000 82600.00| 1350.00000 79650.00| 1350.00000 79650.00 STREET LIGHTING UNIT, TYPE | | | SL-BT-40-10-0.20 | | | 0206 A010.23 8.000 EACH| 500.00000 4000.00| 450.00000 3600.00| 450.00000 3600.00 LUMINAIRE, TYPE HML-V-0.4KW | | | 0207 A011.40 2.000 EACH| 4100.00000 8200.00| 4000.00000 8000.00| 4000.00000 8000.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-35-12 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -30 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 3652 |( 6 ) 2252 |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0208 A012.60 2.000 EACH| 6500.00000 13000.00| 6300.00000 12600.00| 6300.00000 12600.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE TYPE CMP-50-12 | | | 0209 A014.50 1.000 EACH| 500.00000 500.00| 350.00000 350.00| 350.00000 350.00 WOOD POLE | | | 0210 A018.20 1.000 EACH| 15500.00000 15500.00| 15000.00000 15000.00| 15000.00000 15000.00 HIGH MAST LIGHTING UNIT, TYPE T-100 | | | 0211 A018.81 1.000 EACH| 2200.00000 2200.00| 2100.00000 2100.00| 2100.00000 2100.00 FOUNDATION DESIGN | | | 0212 A018.82 15.000 CY | 280.00000 4200.00| 250.00000 3750.00| 250.00000 3750.00 CONCRETE FOR FOUNDATION | | | 0213 A018.83 1213.000 LB | 1.00000 1213.00| 0.90000 1091.70| 0.90000 1091.70 REINFORCING STEEL | | | 0214 A018.84 6.000 EACH| 110.00000 660.00| 100.00000 600.00| 100.00000 600.00 ANCHOR BOLTS | | | 0215 A020.30 4.000 EACH| 1200.00000 4800.00| 1100.00000 4400.00| 1100.00000 4400.00 LIGHTING CONTROL CENTER, TYPE R | | | 0216 A070.10 14850.000 LF | 2.60000 38610.00| 2.50000 37125.00| 2.50000 37125.00 1 1/2-INCH CONDUIT IN TRENCH | | | 0217 A070.14 1254.000 LF | 3.15000 3950.10| 3.00000 3762.00| 3.00000 3762.00 2-INCH CONDUIT IN TRENCH | | | 0218 A070.18 22.000 LF | 8.00000 176.00| 5.00000 110.00| 5.00000 110.00 3-INCH CONDUIT IN TRENCH | | | 0219 A072.10 2175.000 LF | 3.70000 8047.50| 3.50000 7612.50| 3.50000 7612.50 1 1/2-INCH CONDUIT UNDER ROADWAY | | | 0220 A072.14 408.000 LF | 4.50000 1836.00| 4.00000 1632.00| 4.00000 1632.00 2-INCH CONDUIT UNDER ROADWAY | | | 0221 A072.18 65.000 LF | 7.00000 455.00| 6.00000 390.00| 6.00000 390.00 3-INCH CONDUIT UNDER ROADWAY | | | 0222 A074.14 380.000 LF | 12.50000 4750.00| 12.00000 4560.00| 12.00000 4560.00 2-INCH CONDUIT, JACKED | | | 0223 A077.12 447.000 LF | 0.50000 223.50| 0.35000 156.45| 0.35000 156.45 2/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0224 A077.18 2271.000 LF | 0.50000 1135.50| 0.40000 908.40| 0.40000 908.40 7/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0225 A077.22 447.000 LF | 1.50000 670.50| 1.25000 558.75| 1.25000 558.75 12/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0226 A077.97 600.000 LF | 1.50000 900.00| 1.00000 600.00| 1.00000 600.00 7/C #14 AWG TRAFFIC SIGNAL CABLE, AERIA | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -31 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 3652 |( 6 ) 2252 |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0227 A079.01 699.000 LF | 0.50000 349.50| 0.35000 244.65| 0.35000 244.65 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0228 A079.50 2395.000 LF | 0.50000 1197.50| 0.35000 838.25| 0.35000 838.25 GROUNDING CONDUCTOR | | | 0229 A079.55 200.000 LF | 1.00000 200.00| 0.80000 160.00| 0.80000 160.00 SERVICE CABLE | | | 0230 A080.10 690.000 LF | 1.50000 1035.00| 0.90000 621.00| 0.90000 621.00 STREET LIGHTING CABLE, NO. 2 USE | | | 0231 A080.22 17025.000 LF | 0.45000 7661.25| 0.40000 6810.00| 0.40000 6810.00 STREET LIGHTING CABLE, NO. 6 BARE | | | 0232 A080.24 33360.000 LF | 0.65000 21684.00| 0.60000 20016.00| 0.60000 20016.00 STREET LIGHTING CABLE, NO. 6 USE | | | 0233 A500.20 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 2000.00000 2000.00 INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | | TC-170 | | | 0234 A610.00 1.000 EACH| 3500.00000 3500.00| 1464.00000 1464.00| 1464.00000 1464.00 REMOVE TRAFFIC SIGNAL AT US-30 & SOUTH | | | STRET | | | 0235 A700.20 3.000 EACH| 500.00000 1500.00| 450.00000 1350.00| 1350.00000 4050.00 RELOCATE STREET LIGHTING UNIT | | | 0236 A800.70 762.000 DAY | 5.00000 3810.00| 4.50000 3429.00| 4.50000 3429.00 MAINTENANCE OF LIGHTING UNITS | | | SECTION TOTALS | $ 308,534.35| $ 283,791.70| $ 330,339.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0237 0001.08 46255.000 BDAY| 0.50000 23127.50| 0.50000 23127.50| 0.50000 23127.50 BARRICADE, TYPE II | | | 0238 0001.10 14699.000 BDAY| 1.65000 24253.35| 1.58000 23224.42| 3.00000 44097.00 BARRICADE, TYPE III | | | 0239 0001.75 1220.000 EACH| 4.00000 4880.00| 3.75000 4575.00| 4.00000 4880.00 TEMPORARY SIGN DAY | | | 0240 0001.90 32563.000 EACH| 0.05000 1628.15| 0.05000 1628.15| 0.70000 22794.10 SIGN DAY | | | 0241 0001.98 6378.000 EACH| 0.55000 3507.90| 0.51000 3252.78| 1.00000 6378.00 CONTRACTOR FURNISHED SIGN | | | 0242 0002.30 75000.000 LF | 0.10000 7500.00| 0.05000 3750.00| 0.40000 30000.00 PAVEMENT MARKING REMOVAL | | | 0243 0002.44 95000.000 LF | 0.10000 9500.00| 0.09000 8550.00| 0.10000 9500.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -32 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 3652 |( 6 ) 2252 |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0244 0002.47 75000.000 LF | 0.10000 7500.00| 0.07000 5250.00| 0.35000 26250.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0245 0002.97 74.000 DAY | 50.00000 3700.00| 39.00000 2886.00| 25.00000 1850.00 FLASHING ARROW PANEL | | | 0246 0003.10 75.000 DAY | 278.10000 20857.50| 225.00000 16875.00| 190.00000 14250.00 FLAGGING | | | 0247 0010.04 1.000 EACH| 5174.40000 5174.40| 7000.00000 7000.00| 2500.00000 2500.00 FIELD OFFICE | | | 0248 0030.00 LUMP| 8500.00000 8500.00| 40000.00000 40000.00| 1000.00000 1000.00 MOBILIZATION | | | SECTION TOTALS | $ 120,128.80| $ 140,118.85| $ 186,626.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,290,897.32| $ 7,376,341.17| $ 7,499,274.23 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -33 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1613 |( ) |( ) |COLLINS CONTRACTING COMPANY | | 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| 44498.40000 44498.40| | MOBILIZATION | | | 0002 1009.00 LUMP| 24684.30000 24684.30| | GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 344.000 MGAL| 10.70000 3680.80| | WATER | | | 0004 1012.00 31.000 EACH| 56.40000 1748.40| | RIGHT-OF-WAY MARKERS | | | 0005 1016.00 71.000 EACH| 3.90000 276.90| | RE-ESTABLISH PROPERTY CORNER | | | 0006 1030.00 34411.000 CY | 5.50000 189260.50| | EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1101.00 46255.000 SY | 5.60000 259028.00| | REMOVE PAVEMENT | | | 0008 1101.25 8500.000 LF | 2.50000 21250.00| | SAWING PAVEMENT | | | 0009 1102.00 14310.000 SY | 4.20000 60102.00| | REMOVE ASPHALT SURFACE | | | 0010 1103.00 87.000 SY | 3.90000 339.30| | REMOVE BRICK SURFACE | | | 0011 1106.00 6360.500 SY | 4.20000 26714.10| | REMOVE DRIVEWAY | | | 0012 1107.00 755.000 SY | 3.90000 2944.50| | REMOVE WALK | | | 0013 1123.00 13.000 SY | 14.80000 192.40| | REMOVE CONCRETE DITCH LINER | | | 0014 1701.18 48.000 LF | 19.70000 945.60| | 18" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0015 1701.24 64.000 LF | 25.10000 1606.40| | 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0016 4093.80 9802.000 SF | 10.70000 104881.40| | WALL MATERIALS | | | 0017 4095.15 2326.000 LF | 5.90000 13723.40| | COMPACTED EARTH LEVELING PAD | | | 0018 6040.00 1.000 EACH| 2011.90000 2011.90| | REMOVE STRUCTURE AT STA. 40+56.01 LT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -34 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1613 |( ) |( ) |COLLINS CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 8024.50 1392.000 CY | 13.40000 18652.80| | SELECT GRANULAR BACKFILL FOR RETAINED | | | EARTH STRUCTURE | | | 0020 9110.01 30.000 HOUR| 85.00000 2550.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0021 9110.03 30.000 HOUR| 58.00000 1740.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0022 9110.06 30.000 HOUR| 75.00000 2250.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | 0023 9110.07 30.000 HOUR| 55.00000 1650.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | 0024 L006.00 11.000 ACRE| 154.90000 1703.90| | COVER CROP SEEDING | | | 0025 L006.50 0.250 ACRE| 3179.80000 794.95| | TEMPORARY SEEDING | | | 0026 L020.00 20756.000 SY | 1.60000 33209.60| | EROSION CONTROL | | | 0027 L020.09 390.000 SY | 10.70000 4173.00| | EROSION CONTROL, TYPE AAA | | | 0028 L022.25 3568.000 LF | 3.10000 11060.80| | FABRIC SILT FENCE, TYPE COIR FIBER | | | 0029 L032.75 0.500 TON | 1156.00000 578.00| | MULCH | | | 0030 P070.24 46.000 LF | 25.50000 1173.00| | 24" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | | | SECTION TOTALS | $ 837,424.35| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0031 0030.30 LUMP| 264434.30000 264434.30| | MOBILIZATION | | | 0032 2001.03 151.000 TON | 20.00000 3020.00| | GRAVEL SURFACE COURSE | | | 0033 2010.03 200.000 TON | 20.00000 4000.00| | CRUSHED ROCK SURFACE COURSE | | | 0034 3011.26 622.000 LF | 12.20000 7588.40| | CONCRETE CLASS 47B-3500 CURB, TYPE I | | | 0035 3012.04 873.000 LF | 11.80000 10301.40| | CONCRETE 47B-3500 MEDIAN CURB | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -35 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1613 |( ) |( ) |COLLINS CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 3013.15 1796.000 LF | 17.20000 30891.20| | CONCRETE CLASS 47B-3500 BARRIER CURB | | | 0037 3016.21 1669.000 SY | 21.13000 35265.97| | CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0038 3016.62 8661.000 SY | 22.55000 195305.55| | 6" CONCRETE CLASS 47B-3000 BIKEWAY | | | 0039 3017.17 1501.000 SY | 31.25000 46906.25| | 6" CONCRETE CLASS 47B-3000 IMPRINTED | | | SURFACING | | | 0040 3017.44 756.000 SY | 51.00000 38556.00| | CONCRETE CLASS 47B-3000 IMPRINTED | | | MEDIAN SURFACING | | | 0041 3020.23 467.000 SY | 28.10000 13122.70| | CONCRETE CLASS 47B-3500 DRIVEWAY 8" | | | 0042 3020.24 4448.500 SY | 26.20000 116550.70| | CONCRETE CLASS 47B-3500 DRIVEWAY | | | 0043 3075.52 21437.000 SY | 27.80000 595948.60| | 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0044 3075.53 514.000 SY | 62.80000 32279.20| | 10" IMPRINTED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0045 3075.56 61712.000 SY | 31.10000 1919243.20| | 10" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0046 3091.20 563.000 SY | 41.50000 23364.50| | 10" CONCRETE PAVEMENT CLASS 47B-HE-3500 | | | 0047 3300.65 43.000 EACH| 57.20000 2459.60| | CONCRETE PAVEMENT THICKNESS CORE | | | 0048 4015.00 14.000 EACH| 246.60000 3452.40| | ADJUST MANHOLE TO GRADE | | | 0049 4764.35 16420.000 LF | 4.10000 67322.00| | 4" PERFORATED PIPE UNDERDRAIN | | | 0050 6401.00 231.000 LF | 52.70000 12173.70| | PEDESTRIAN BARRIER RAIL | | | 0051 7500.32 38.000 EACH| 199.10000 7565.80| | ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0052 7500.48 12.000 EACH| 58.60000 703.20| | YIELD PREFORMED PAVEMENT MARKING, TYPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -36 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1613 |( ) |( ) |COLLINS CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 7502.14 9500.000 LF | 3.30000 31350.00| | 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | 0054 7503.04 24000.000 LF | 3.20000 76800.00| | 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0055 7508.04 1000.000 LF | 8.20000 8200.00| | 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0056 7509.04 400.000 LF | 8.30000 3320.00| | 12" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0057 8029.10 84226.000 SY | 6.13000 516305.38| | AGGREGATE FOUNDATION COURSE-D 4" | | | 0058 8060.05 20.000 EACH| 207.40000 4148.00| | GRANULAR SUBDRAIN | | | 0059 9005.45 590.000 TON | 36.50000 21535.00| | ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0060 9009.00 86.000 SY | 4.50000 387.00| | PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0061 9009.75 16227.000 SY | 24.50000 397561.50| | TEMPORARY SURFACING | | | 0062 9021.08 31.860 TON | 231.70000 7381.96| | PERFORMANCE GRADED BINDER (64-28) | | | 0063 9034.00 86.000 SY | 7.60000 653.60| | PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0064 9053.00 730.000 GAL | 1.05000 766.50| | TACK COAT | | | 0065 9111.00 350.000 MGAL| 1.00000 350.00| | WATER | | | 0066 9170.00 305.100 STA | 300.00000 91530.00| | EARTH SHOULDER CONSTRUCTION | | | 0067 9173.20 90079.000 SY | 1.40000 126110.60| | SUBGRADE PREPARATION | | | SECTION TOTALS | $ 4,716,854.21| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -37 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1613 |( ) |( ) |COLLINS CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 0030.40 LUMP| 85250.00000 85250.00| | MOBILIZATION | | | 0069 1117.00 2.000 EACH| 340.00000 680.00| | REMOVE MANHOLE | | | 0070 1119.00 11.000 EACH| 340.00000 3740.00| | REMOVE INLET | | | 0071 4002.00 14250.000 LB | 1.75817 25053.92| | CAST IRON COVER AND FRAME | | | 0072 4004.50 10985.000 LB | 1.34000 14719.90| | CAST IRON GRATE AND FRAME | | | 0073 4005.00 2385.000 LB | 1.34000 3195.90| | CAST IRON RING AND COVER | | | 0074 4015.50 22.000 EACH| 610.70000 13435.40| | RECONSTRUCT MANHOLE | | | 0075 4016.00 1.000 EACH| 2769.10000 2769.10| | MANHOLE AT STA. 118+59.81 33' RT. | | | 0076 4018.00 1.000 EACH| 241.40000 241.40| | TAPPING EXISTING STRUCTURE | | | 0077 4018.50 1.000 EACH| 241.40000 241.40| | TAPPING EXISTING PIPE | | | 0078 4020.25 16.000 SY | 52.80000 844.80| | CONCRETE DITCH LINING | | | 0079 4035.00 3.000 EACH| 107.70000 323.10| | REMOVE FLARED-END SECTION | | | 0080 4043.50 1122.000 LF | 3.90000 4375.80| | REMOVE SEWER PIPE | | | 0081 4045.00 1.000 EACH| 4666.60000 4666.60| | REMOVE STRUCTURE AT STA. 42+22.03 | | | 0082 4045.01 1.000 EACH| 3102.60000 3102.60| | REMOVE STRUCTURE AT STA. 44+57.00 | | | 0083 4045.02 1.000 EACH| 4666.60000 4666.60| | REMOVE STRUCTURE AT STA. 55+29.80 | | | 0084 4045.03 1.000 EACH| 4698.00000 4698.00| | REMOVE STRUCTURE AT STA. 57+54.00 | | | 0085 4045.04 1.000 EACH| 4893.70000 4893.70| | REMOVE STRUCTURE AT STA. 73+06.50 | | | 0086 4045.05 1.000 EACH| 4698.00000 4698.00| | REMOVE STRUCTURE AT STA. 75+37.15 | | | 0087 4045.06 1.000 EACH| 4795.80000 4795.80| | REMOVE STRUCTURE AT STA. 88+36.00 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -38 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1613 |( ) |( ) |COLLINS CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 4045.07 1.000 EACH| 4666.60000 4666.60| | REMOVE STRUCTURE AT STA. 99+70.90 | | | 0089 4045.08 1.000 EACH| 3425.60000 3425.60| | REMOVE STRUCTURE AT STA. 1004+59.34 | | | 0090 4050.01 1084.000 CY | 8.80000 9539.20| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0091 4051.01 1000.000 CY | 15.70000 15700.00| | EXCAVATION FOR BOX CULVERTS | | | 0092 4100.06 2.400 CY | 578.90000 1389.36| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0093 4101.06 206.310 CY | 255.90000 52794.73| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0094 4105.59 497.180 CY | 383.10000 190469.66| | CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0095 4107.07 1.060 CY | 481.00000 509.86| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0096 4150.00 350.000 LB | 0.77000 269.50| | REINFORCING STEEL FOR HEADWALL | | | 0097 4151.00 19035.000 LB | 0.77000 14656.95| | REINFORCING STEEL FOR BOX CULVERT | | | 0098 4155.50 33086.000 LB | 0.77000 25476.22| | REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0099 4157.00 83.000 LB | 0.77000 63.91| | REINFORCING STEEL FOR COLLARS | | | 0100 4230.54 1.000 EACH| 671.60000 671.60| | BAR GRATE FOR 54" CONCRETE FLARED-END | | | SECTION | | | 0101 4310.18 3.000 EACH| 373.70000 1121.10| | 18" FLARED-END SECTION | | | 0102 4310.24 3.000 EACH| 416.20000 1248.60| | 24" FLARED-END SECTION | | | 0103 4310.30 6.000 EACH| 474.30000 2845.80| | 30" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -39 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1613 |( ) |( ) |COLLINS CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 4310.42 1.000 EACH| 774.30000 774.30| | 42" FLARED-END SECTION | | | 0105 4310.54 2.000 EACH| 1215.90000 2431.80| | 54" FLARED-END SECTION | | | 0106 4310.60 1.000 EACH| 970.00000 970.00| | 60" FLARED-END SECTION | | | 0107 4320.36 1.000 EACH| 603.70000 603.70| | 36" ROUND EQUIVALENT FLARED-END SECTION | | | 0108 4875.24 74.000 LF | 139.20000 10300.80| | JACKING 24" STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0109 4875.30 113.000 LF | 158.20000 17876.60| | JACKING 30" STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0110 4875.36 45.000 LF | 194.20000 8739.00| | JACKING 36" STORM SEWER PIPE, TYPE 1, | | | CLASS IV | | | 0111 4875.42 44.000 LF | 216.40000 9521.60| | JACKING 42" STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0112 4875.54 65.000 LF | 307.30000 19974.50| | JACKING 54" STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0113 4880.30 92.000 LF | 158.20000 14554.40| | JACKING 30" CULVERT PIPE, TYPE 2 CLASS | | | IV | | | 0114 4880.54 89.000 LF | 307.30000 27349.70| | JACKING 54" CULVERT PIPE, TYPE 2 CLASS | | | IV | | | 0115 4900.24 19.000 EACH| 1202.10000 22839.90| | AREA INLET SEDIMENT FILTER | | | 0116 6010.26 18.800 CY | 394.10000 7409.08| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0117 6020.00 965.000 LB | 0.80000 772.00| | REINFORCING STEEL FOR BRIDGE | | | 0118 P120.30 186.000 LF | 42.30000 7867.80| | 30" CULVERT PIPE, TYPE 2 | | | 0119 P120.54 251.000 LF | 126.50000 31751.50| | 54" CULVERT PIPE, TYPE 2 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -40 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1613 |( ) |( ) |COLLINS CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 P128.30 92.000 LF | 51.50000 4738.00| | 30" CULVERT PIPE, TYPE 2 CLASS IV | | | 0121 P128.54 89.000 LF | 140.10000 12468.90| | 54" CULVERT PIPE, TYPE 2 CLASS IV | | | 0122 P300.24 18.000 LF | 27.80000 500.40| | 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0123 P700.15 1111.000 LF | 21.30000 23664.30| | 15" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0124 P700.18 5467.000 LF | 23.90000 130661.30| | 18" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0125 P700.24 1149.000 LF | 32.60000 37457.40| | 24" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0126 P700.30 224.000 LF | 41.30000 9251.20| | 30" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0127 P700.36 668.000 LF | 58.30000 38944.40| | 36" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0128 P702.24 58.000 LF | 33.40000 1937.20| | 24" STORM SEWER PIPE, TYPE 1 | | | 0129 P702.30 103.000 LF | 43.00000 4429.00| | 30" STORM SEWER PIPE, TYPE 1 | | | 0130 P702.36 65.000 LF | 77.70000 5050.50| | 36" STORM SEWER PIPE, TYPE 1 | | | 0131 P702.42 204.000 LF | 78.80000 16075.20| | 42" STORM SEWER PIPE, TYPE 1 | | | 0132 P702.48 184.000 LF | 87.60000 16118.40| | 48" STORM SEWER PIPE, TYPE 1 | | | 0133 P702.54 91.000 LF | 143.90000 13094.90| | 54" STORM SEWER PIPE, TYPE 1 | | | 0134 P702.60 338.000 LF | 126.30000 42689.40| | 60" STORM SEWER PIPE, TYPE 1 | | | 0135 P705.24 74.000 LF | 28.40000 2101.60| | 24" STORM SEWER PIPE, TYPE 1 CLASS IV | | | 0136 P705.30 113.000 LF | 38.40000 4339.20| | 30" STORM SEWER PIPE, TYPE 1 CLASS IV | | | 0137 P705.36 45.000 LF | 54.70000 2461.50| | 36" STORM SEWER PIPE, TYPE 1 CLASS IV | | | 0138 P705.42 44.000 LF | 66.30000 2917.20| | 42" STORM SEWER PIPE, TYPE 1 CLASS IV | | | 0139 P705.54 65.000 LF | 102.00000 6630.00| | 54" STORM SEWER PIPE, TYPE 1 CLASS IV | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -41 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1613 |( ) |( ) |COLLINS CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 P707.30 67.000 LF | 35.80000 2398.60| | 30" STORM SEWER PIPE, TYPE 3, 4 OR 5 | | | 0141 P708.60 178.000 LF | 93.00000 16554.00| | 60" STORM SEWER PIPE, TYPE 5 | | | 0142 P775.36 111.000 LF | 90.60000 10056.60| | 36" ROUND EQUIVALENT STORM SEWER PIPE, | | | TYPE 1 | | | SECTION TOTALS | $ 1,099,516.59| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A SANITARY SEWER AND WATER MAIN | | | 0143 0030.40 LUMP| 6810.00000 6810.00| | MOBILIZATION | | | 0144 4795.98 1.000 EACH| 90.00000 90.00| | 12" PLUG | | | 0145 4796.00 11.000 EACH| 37.00000 407.00| | 6" PLUG | | | 0146 4796.01 1.000 EACH| 59.00000 59.00| | 8" PLUG | | | 0147 4805.20 128.000 LF | 105.80000 13542.40| | 20" STEEL CASING | | | 0148 W100.00 53.000 EACH| 301.00000 15953.00| | CURB STOP AND BOX | | | 0149 W176.23 1740.000 LF | 11.10000 19314.00| | 5/8" WATER SERVICE | | | 0150 W176.24 225.000 LF | 11.10000 2497.50| | 3/4" WATER SERVICE | | | 0151 W176.26 680.000 LF | 11.60000 7888.00| | 1" WATER SERVICE | | | 0152 W176.29 5.000 LF | 31.90000 159.50| | 1 1/2" WATER SERVICE | | | 0153 W176.30 520.000 LF | 17.40000 9048.00| | 2" WATER SERVICE | | | 0154 W176.74 2.000 EACH| 638.00000 1276.00| | CUT AND CONNECT TO EXISTING 4" MAIN | | | 0155 W176.75 4.000 EACH| 668.00000 2672.00| | CUT AND CONNECT TO EXISTING 6" MAIN | | | 0156 W176.76 1.000 EACH| 685.00000 685.00| | CUT AND CONNECT TO EXISTING 8" MAIN | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -42 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1613 |( ) |( ) |COLLINS CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0157 W205.06 102.000 LF | 22.20000 2264.40| | 6" WATER MAIN PIPE | | | 0158 W205.12 9913.000 LF | 30.00000 297390.00| | 12" WATER MAIN PIPE | | | 0159 W205.62 1450.000 LF | 16.30000 23635.00| | 6" WATER MAIN RESTRAIN JOINT | | | 0160 W205.65 233.000 LF | 35.60000 8294.80| | 12" WATER MAIN RESTRAIN JOINT | | | 0161 W205.97 8.000 EACH| 518.00000 4144.00| | CUT AND PLUG EXISTING 6" MAIN | | | 0162 W205.98 1.000 EACH| 585.00000 585.00| | PLUG WATER MAIN 8" | | | 0163 W219.64 4.000 EACH| 556.00000 2224.00| | 4" GATE VALVE AND BOX | | | 0164 W219.66 39.000 EACH| 675.00000 26325.00| | 6" GATE VALVE AND BOX | | | 0165 W219.68 1.000 EACH| 956.00000 956.00| | 8" GATE VALVE AND BOX | | | 0166 W219.72 17.000 EACH| 1620.00000 27540.00| | 12" GATE VALVE AND BOX | | | 0167 W222.06 34.000 EACH| 2019.00000 68646.00| | 6" FIRE HYDRANT | | | 0168 W300.12 1184.000 LF | 82.60000 97798.40| | 12" CASING | | | 0169 W356.11 1.000 EACH| 307.00000 307.00| | 6" X 12" X 6" TEE, M.J. | | | 0170 W356.21 1.000 EACH| 315.00000 315.00| | 12" X 8" TEE M.J. | | | 0171 W356.22 34.000 EACH| 350.00000 11900.00| | 12" X 6" TEE, SWIVEL JOINT | | | 0172 W356.50 2.000 EACH| 356.00000 712.00| | CROSS 12" X 4" | | | 0173 W356.51 4.000 EACH| 387.00000 1548.00| | CROSS 12" X 6" | | | 0174 W357.20 1.000 EACH| 109.00000 109.00| | 6" - 90 DEGREE BEND | | | 0175 W357.44 11.000 EACH| 251.00000 2761.00| | 12" - 45 DEGREE BEND | | | 0176 W357.51 5.000 EACH| 227.00000 1135.00| | 12" - 11 1/4 DEGREE BEND | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -43 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1613 |( ) |( ) |COLLINS CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0177 W357.54 6.000 EACH| 83.00000 498.00| | 12" - 22 1/2 DEGREE BEND | | | 0178 W724.75 1.000 EACH| 544.00000 544.00| | CONNECT TO WATER MAIN 6" | | | 0179 W800.33 7.000 EACH| 195.00000 1365.00| | REMOVE HYDRANT | | | 0180 W800.99 36.000 LF | 35.00000 1260.00| | BORING 12" WATER MAIN | | | SECTION TOTALS | $ 662,658.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 5 SEEDING | | | 0181 0030.50 LUMP| 2769.70000 2769.70| | MOBILIZATION | | | 0182 L001.02 11.000 ACRE| 560.90000 6169.90| | SEEDING, TYPE B | | | 0183 L010.00 1714.000 SY | 6.70000 11483.80| | SODDING | | | 0184 L032.80 13.200 TON | 477.30000 6300.36| | HYDROMULCH | | | SECTION TOTALS | $ 26,723.76| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7B FENCE | | | 0185 0030.70 LUMP| 658.00000 658.00| | MOBILIZATION | | | 0186 7110.04 641.000 LF | 7.04000 4512.64| | 4 FOOT CHAIN-LINK FENCE | | | 0187 7115.04 10.000 EACH| 77.50000 775.00| | END POST FOR 4 FOOT CHAIN-LINK FENCE | | | 0188 7116.04 11.000 EACH| 88.10000 969.10| | CORNER POST FOR 4 FOOT CHAIN-LINK FENCE | | | SECTION TOTALS | $ 6,914.74| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 8B ELECTRICAL | | | 0189 0003.75 1.000 EACH| 10418.30000 10418.30| | TEMPORARY TRAFFIC SIGNAL AT US-30 & | | | SOUTH STREET | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -44 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1613 |( ) |( ) |COLLINS CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 0030.81 LUMP| 3702.10000 3702.10| | MOBILIZATION | | | 0191 A001.01 8.000 EACH| 513.30000 4106.40| | PULL BOX, TYPE PB-1 | | | 0192 A001.02 3.000 EACH| 407.50000 1222.50| | PULL BOX, TYPE PB-1A | | | 0193 A001.12 6.000 EACH| 402.30000 2413.80| | PULL BOX, TYPE PB-5 | | | 0194 A001.60 1.000 EACH| 180.10000 180.10| | JUNCTION BOX | | | 0195 A003.10 4.000 EACH| 761.90000 3047.60| | TRAFFIC SIGNAL, TYPE TS-1 | | | 0196 A003.20 4.000 EACH| 613.80000 2455.20| | TRAFFIC SIGNAL, TYPE TS-1A | | | 0197 A004.15 2.000 EACH| 724.80000 1449.60| | TRAFFIC SIGNAL, TYPE TS-1B | | | 0198 A006.14 8.000 EACH| 497.40000 3979.20| | PEDESTRIAN SIGNAL, TYPE PS-1 | | | 0199 A006.70 4.000 EACH| 116.70000 466.80| | PEDESTRIAN PUSHBUTTON, TYPE PPB | | | 0200 A006.98 16.000 EACH| 132.60000 2121.60| | VEHICLE DETECTOR, TYPE A PREFORMED | | | 0201 A007.00 6.000 EACH| 137.80000 826.80| | VEHICLE DETECTOR, TYPE B PREFORMED | | | 0202 A009.16 5.000 EACH| 1422.90000 7114.50| | STREET LIGHTING UNIT, TYPE | | | SL-BT-40-12-0.20 | | | 0203 A009.23 6.000 EACH| 1438.80000 8632.80| | STREET LIGHTING UNIT, TYPE SL-S-40-10-0 | | | 20 | | | 0204 A009.24 3.000 EACH| 1274.80000 3824.40| | STREET LIGHTING UNIT, TYPE SL-A-40-10. | | | 0-0.20 | | | 0205 A009.25 59.000 EACH| 1422.90000 83951.10| | STREET LIGHTING UNIT, TYPE | | | SL-BT-40-10-0.20 | | | 0206 A010.23 8.000 EACH| 640.20000 5121.60| | LUMINAIRE, TYPE HML-V-0.4KW | | | 0207 A011.40 2.000 EACH| 6166.50000 12333.00| | COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-35-12 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -45 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1613 |( ) |( ) |COLLINS CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0208 A012.60 2.000 EACH| 6483.80000 12967.60| | COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE TYPE CMP-50-12 | | | 0209 A014.50 1.000 EACH| 613.80000 613.80| | WOOD POLE | | | 0210 A018.20 1.000 EACH| 16859.40000 16859.40| | HIGH MAST LIGHTING UNIT, TYPE T-100 | | | 0211 A018.81 1.000 EACH| 1005.10000 1005.10| | FOUNDATION DESIGN | | | 0212 A018.82 15.000 CY | 74.40000 1116.00| | CONCRETE FOR FOUNDATION | | | 0213 A018.83 1213.000 LB | 1.40000 1698.20| | REINFORCING STEEL | | | 0214 A018.84 6.000 EACH| 116.70000 700.20| | ANCHOR BOLTS | | | 0215 A020.30 4.000 EACH| 1613.30000 6453.20| | LIGHTING CONTROL CENTER, TYPE R | | | 0216 A070.10 14850.000 LF | 2.10000 31185.00| | 1 1/2-INCH CONDUIT IN TRENCH | | | 0217 A070.14 1254.000 LF | 2.80000 3511.20| | 2-INCH CONDUIT IN TRENCH | | | 0218 A070.18 22.000 LF | 9.60000 211.20| | 3-INCH CONDUIT IN TRENCH | | | 0219 A072.10 2175.000 LF | 2.70000 5872.50| | 1 1/2-INCH CONDUIT UNDER ROADWAY | | | 0220 A072.14 408.000 LF | 3.70000 1509.60| | 2-INCH CONDUIT UNDER ROADWAY | | | 0221 A072.18 65.000 LF | 5.60000 364.00| | 3-INCH CONDUIT UNDER ROADWAY | | | 0222 A074.14 380.000 LF | 13.00000 4940.00| | 2-INCH CONDUIT, JACKED | | | 0223 A077.12 447.000 LF | 0.80000 357.60| | 2/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0224 A077.18 2271.000 LF | 1.30000 2952.30| | 7/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0225 A077.22 447.000 LF | 2.20000 983.40| | 12/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0226 A077.97 600.000 LF | 4.90000 2940.00| | 7/C #14 AWG TRAFFIC SIGNAL CABLE, AERIA | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -46 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1613 |( ) |( ) |COLLINS CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0227 A079.01 699.000 LF | 1.40000 978.60| | 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0228 A079.50 2395.000 LF | 1.30000 3113.50| | GROUNDING CONDUCTOR | | | 0229 A079.55 200.000 LF | 1.40000 280.00| | SERVICE CABLE | | | 0230 A080.10 690.000 LF | 1.80000 1242.00| | STREET LIGHTING CABLE, NO. 2 USE | | | 0231 A080.22 17025.000 LF | 1.20000 20430.00| | STREET LIGHTING CABLE, NO. 6 BARE | | | 0232 A080.24 33360.000 LF | 1.30000 43368.00| | STREET LIGHTING CABLE, NO. 6 USE | | | 0233 A500.20 1.000 EACH| 999.80000 999.80| | INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | | TC-170 | | | 0234 A610.00 1.000 EACH| 2644.50000 2644.50| | REMOVE TRAFFIC SIGNAL AT US-30 & SOUTH | | | STRET | | | 0235 A700.20 3.000 EACH| 687.80000 2063.40| | RELOCATE STREET LIGHTING UNIT | | | 0236 A800.70 762.000 DAY | 9.30000 7086.60| | MAINTENANCE OF LIGHTING UNITS | | | SECTION TOTALS | $ 335,814.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0237 0001.08 46255.000 BDAY| 0.50000 23127.50| | BARRICADE, TYPE II | | | 0238 0001.10 14699.000 BDAY| 2.02000 29691.98| | BARRICADE, TYPE III | | | 0239 0001.75 1220.000 EACH| 4.37000 5331.40| | TEMPORARY SIGN DAY | | | 0240 0001.90 32563.000 EACH| 0.32000 10420.16| | SIGN DAY | | | 0241 0001.98 6378.000 EACH| 3.31000 21111.18| | CONTRACTOR FURNISHED SIGN | | | 0242 0002.30 75000.000 LF | 0.22000 16500.00| | PAVEMENT MARKING REMOVAL | | | 0243 0002.44 95000.000 LF | 0.22000 20900.00| | TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F06 -47 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2760 COUNTIES : WASHINGTON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1613 |( ) |( ) |COLLINS CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0244 0002.47 75000.000 LF | 0.20000 15000.00| | TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0245 0002.97 74.000 DAY | 80.70000 5971.80| | FLASHING ARROW PANEL | | | 0246 0003.10 75.000 DAY | 196.90000 14767.50| | FLAGGING | | | 0247 0010.04 1.000 EACH| 6500.00000 6500.00| | FIELD OFFICE | | | 0248 0030.00 LUMP| 13715.20000 13715.20| | MOBILIZATION | | | SECTION TOTALS | $ 183,036.72| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,868,942.47| $ 0.00| $ ====================================================================================================================================
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