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Last Updated:
07/23/2004
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July 22, 2004 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : 2 VENDOR RANKING CALL ORDER : F02 CONTRACT ID : 1453X COUNTIES : CASS LETTING DATE : 07/22/04 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : NH-80-9(826) BRIDGE OVER I-80 AT 250TH ST. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0049 HAWKINS CONSTRUCTION COMPANY $ 2,268,751.38 100.0000% 2 2817 MCC, LLC $ 2,287,689.02 100.8347% 3 0805 A. M. COHRON & SON, INC. $ 2,345,382.20 103.3777% 4 2207 UNITED CONTRACTORS, INC. $ 2,362,546.65 104.1342% 5 1276 KIEWIT WESTERN CO. $ 2,677,077.44 117.9978% NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F02 -3 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1453X COUNTIES : CASS LETTING DATE : 07/22/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 2817 |( 3 ) 0805 |HAWKINS CONSTRUCTION COMPAN |MCC, LLC |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 15011.00000 15011.00| 25000.00000 25000.00| 9675.00000 9675.00 MOBILIZATION | | | 0002 1000.00 8.000 EACH| 93.00000 744.00| 84.00000 672.00| 80.00000 640.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 16992.00000 16992.00| 6300.00000 6300.00| 6000.00000 6000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 500.000 MGAL| 8.00000 4000.00| 8.00000 4000.00| 8.00000 4000.00 WATER | | | 0005 1012.00 10.000 EACH| 82.00000 820.00| 73.50000 735.00| 70.00000 700.00 RIGHT-OF-WAY MARKERS | | | 0006 1030.00 49645.000 CY | 4.37000 216948.65| 4.40000 218438.00| 4.15000 206026.75 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1102.00 1430.000 SY | 4.08000 5834.40| 3.70000 5291.00| 3.50000 5005.00 REMOVE ASPHALT SURFACE | | | 0008 1701.18 146.000 LF | 20.98000 3063.08| 18.90000 2759.40| 18.00000 2628.00 18" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0009 1701.24 110.000 LF | 25.64000 2820.40| 23.10000 2541.00| 22.00000 2420.00 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0010 1701.36 64.000 LF | 38.45000 2460.80| 34.65000 2217.60| 33.00000 2112.00 36" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0011 2009.51 24.220 STA | 81.57000 1975.63| 73.50000 1780.17| 70.00000 1695.40 CRUSHED ROCK EMBEDMENT | | | 0012 2010.03 925.000 TON | 17.25000 15956.25| 15.60000 14430.00| 15.60000 14430.00 CRUSHED ROCK SURFACE COURSE | | | 0013 7017.00 1988.000 LF | 1.75000 3479.00| 1.25000 2485.00| 1.50000 2982.00 REMOVE GUARDRAIL | | | 0014 7151.00 743.000 LF | 4.02000 2986.86| 4.00000 2972.00| 3.45000 2563.35 REMOVE AND RESET FENCE | | | 0015 7308.10 1.000 EACH| 350.00000 350.00| 315.00000 315.00| 300.00000 300.00 REMOVE SIGN | | | 0016 9110.01 15.000 HOUR| 104.88000 1573.20| 90.00000 1350.00| 90.00000 1350.00 RENTAL OF LOADER, FULLY OPERATED | | | 0017 9110.03 15.000 HOUR| 75.74000 1136.10| 65.00000 975.00| 65.00000 975.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F02 -4 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1453X COUNTIES : CASS LETTING DATE : 07/22/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 2817 |( 3 ) 0805 |HAWKINS CONSTRUCTION COMPAN |MCC, LLC |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 9110.07 15.000 HOUR| 87.40000 1311.00| 75.00000 1125.00| 75.00000 1125.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0019 9110.27 15.000 HOUR| 145.66000 2184.90| 125.00000 1875.00| 125.00000 1875.00 RENTAL OF CRAWLER MOUNTED HYDRAULIC | | | EXCAVATOR,FULLY OPERATED | | | 0020 L006.00 3.300 ACRE| 58.00000 191.40| 50.00000 165.00| 50.00000 165.00 COVER CROP SEEDING | | | 0021 L020.01 1211.000 SY | 4.43000 5364.73| 4.00000 4844.00| 3.80000 4601.80 EROSION CONTROL, TYPE A | | | 0022 L020.04 7120.000 SY | 2.02000 14382.40| 1.85000 13172.00| 1.73000 12317.60 EROSION CONTROL, TYPE C-1 | | | 0023 L021.01 87.000 BALE| 25.64000 2230.68| 23.10000 2009.70| 22.00000 1914.00 EROSION CHECKS, TYPE A | | | 0024 L022.11 1340.000 LF | 2.91000 3899.40| 2.65000 3551.00| 2.50000 3350.00 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 325,715.88| $ 319,002.87| $ 288,850.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 1A MSE WALLS | | | 0025 0030.10 LUMP| 12582.00000 12582.00| 25000.00000 25000.00| 32750.00000 32750.00 MOBILIZATION | | | 0026 4095.00 7187.000 SF | 16.22000 116573.14| 16.00000 114992.00| 13.43000 96521.41 CONCRETE FACE PANELS | | | 0027 4095.10 504.000 LF | 13.47000 6788.88| 16.00000 8064.00| 14.50000 7308.00 CONCRETE LEVELING PADS | | | 0028 4095.20 511.000 LF | 60.44000 30884.84| 55.00000 28105.00| 75.28000 38468.08 COPING | | | 0029 4350.24 462.000 LF | 16.17000 7470.54| 18.00000 8316.00| 15.72000 7262.64 24" CORRUGATED METAL PIPE | | | 0030 8024.75 3295.000 CY | 28.70000 94566.50| 21.00000 69195.00| 18.94000 62407.30 SELECT GRANULAR BACKFILL FOR MSE WALL | | | SECTION TOTALS | $ 268,865.90| $ 253,672.00| $ 244,717.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 3 CONCRETE PAVEMENT | | | 0031 0030.30 LUMP| 5447.00000 5447.00| 8800.00000 8800.00| 4750.00000 4750.00 MOBILIZATION | | | 0032 2021.00 2.000 EACH| 82.00000 164.00| 75.00000 150.00| 100.00000 200.00 MAILBOX POST | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F02 -5 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1453X COUNTIES : CASS LETTING DATE : 07/22/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 2817 |( 3 ) 0805 |HAWKINS CONSTRUCTION COMPAN |MCC, LLC |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 3008.05 275.000 EACH| 8.39000 2307.25| 6.00000 1650.00| 5.43000 1493.25 TIE BARS | | | 0034 3075.52 1223.000 SY | 33.88000 41435.24| 45.00000 55035.00| 40.92000 50045.16 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0035 8029.25 1223.000 SY | 10.63000 13000.49| 9.80000 11985.40| 8.93000 10921.39 FOUNDATION COURSE 9" | | | 0036 9111.00 12.000 MGAL| 17.48000 209.76| 10.00000 120.00| 8.00000 96.00 WATER | | | 0037 9170.00 11.600 STA | 174.79000 2027.56| 165.00000 1914.00| 150.00000 1740.00 EARTH SHOULDER CONSTRUCTION | | | 0038 9173.20 1223.000 SY | 2.06000 2519.38| 4.50000 5503.50| 4.07000 4977.61 SUBGRADE PREPARATION | | | 0039 L001.01 3.300 ACRE| 817.00000 2696.10| 736.05000 2428.97| 701.00000 2313.30 SEEDING, TYPE A | | | 0040 L032.75 7.500 TON | 87.00000 652.50| 78.75000 590.63| 75.00000 562.50 MULCH | | | SECTION TOTALS | $ 70,459.28| $ 88,177.50| $ 77,099.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4 CULVERTS | | | 0041 0030.40 LUMP| 4960.00000 4960.00| 6000.00000 6000.00| 4590.00000 4590.00 MOBILIZATION | | | 0042 1118.25 1.000 EACH| 159.00000 159.00| 650.00000 650.00| 625.45000 625.45 REMOVE SPLASH BASIN | | | 0043 1119.00 4.000 EACH| 159.00000 636.00| 390.00000 1560.00| 372.22000 1488.88 REMOVE INLET | | | 0044 4002.00 125.000 LB | 1.88000 235.00| 2.30000 287.50| 2.16000 270.00 CAST IRON COVER AND FRAME | | | 0045 4004.50 808.000 LB | 1.70000 1373.60| 2.15000 1737.20| 2.03000 1640.24 CAST IRON GRATE AND FRAME | | | 0046 4035.00 2.000 EACH| 159.00000 318.00| 155.00000 310.00| 147.74000 295.48 REMOVE FLARED-END SECTION | | | 0047 4040.00 2.000 EACH| 159.00000 318.00| 1200.00000 2400.00| 1050.00000 2100.00 REMOVE HEADWALLS FROM CULVERTS | | | 0048 4043.50 148.000 LF | 6.51000 963.48| 9.50000 1406.00| 8.86000 1311.28 REMOVE SEWER PIPE | | | 0049 4050.01 379.000 CY | 2.69000 1019.51| 7.57000 2869.03| 7.21000 2732.59 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F02 -6 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1453X COUNTIES : CASS LETTING DATE : 07/22/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 2817 |( 3 ) 0805 |HAWKINS CONSTRUCTION COMPAN |MCC, LLC |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 4100.06 1.900 CY | 637.00000 1210.30| 645.00000 1225.50| 614.26000 1167.09 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0051 4105.59 10.010 CY | 786.81000 7875.97| 535.00000 5355.35| 510.00000 5105.10 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0052 4107.07 2.790 CY | 611.00000 1704.69| 588.00000 1640.52| 560.00000 1562.40 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0053 4150.00 335.000 LB | 0.54000 180.90| 1.30000 435.50| 1.24000 415.40 REINFORCING STEEL FOR HEADWALL | | | 0054 4155.50 570.000 LB | 0.54000 307.80| 1.30000 741.00| 1.10000 627.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0055 4157.00 131.000 LB | 0.54000 70.74| 1.30000 170.30| 1.24000 162.44 REINFORCING STEEL FOR COLLARS | | | 0056 4310.18 2.000 EACH| 515.00000 1030.00| 550.00000 1100.00| 521.49000 1042.98 18" FLARED-END SECTION | | | 0057 P120.36 206.000 LF | 76.83000 15826.98| 78.50000 16171.00| 74.54000 15355.24 36" CULVERT PIPE, TYPE 2 | | | 0058 P402.24 102.000 LF | 28.57000 2914.14| 31.00000 3162.00| 29.32000 2990.64 24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0059 P402.36 84.000 LF | 43.46000 3650.64| 44.00000 3696.00| 41.53000 3488.52 36" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0060 P700.18 294.000 LF | 35.95000 10569.30| 31.25000 9187.50| 29.74000 8743.56 18" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | SECTION TOTALS | $ 55,324.05| $ 60,104.40| $ 55,714.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 18+09.80 360'-0" 2-SPAN WELDED PLATE GIRDER BRIDGE | | | 0061 0030.60 LUMP| 84894.00000 84894.00| 100000.00000 100000.00| 78000.00000 78000.00 MOBILIZATION | | | 0062 3050.15 128.200 CY | 193.14000 24760.55| 190.00000 24358.00| 148.00000 18973.60 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0063 3051.10 16240.000 LB | 0.84000 13641.60| 0.70000 11368.00| 0.85000 13804.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0064 6000.10 5.000 LS | 1770.00000 1770.00| 5000.00000 5000.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F02 -7 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1453X COUNTIES : CASS LETTING DATE : 07/22/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 2817 |( 3 ) 0805 |HAWKINS CONSTRUCTION COMPAN |MCC, LLC |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 6000.11 5.000 LS | 1770.00000 1770.00| 5000.00000 5000.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0066 6000.20 135.000 LS | 2117.00000 2117.00| 14000.00000 14000.00| 12000.00000 12000.00 PIER NO.1 EXCAVATION | | | 0067 6005.35 89.000 LF | 38.79000 3452.31| 27.00000 2403.00| 38.00000 3382.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0068 6005.78 8.000 EACH| 840.00000 6720.00| 540.00000 4320.00| 695.00000 5560.00 EXPANSION BEARING, TFE TYPE | | | 0069 6005.83 4.000 EACH| 840.00000 3360.00| 1450.00000 5800.00| 1880.00000 7520.00 FIXED BEARING | | | 0070 6010.22 254.200 CY | 275.65000 70070.23| 420.00000 106764.00| 395.00000 100409.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0071 6010.26 406.100 CY | 320.74000 130252.51| 330.00000 134013.00| 395.00000 160409.50 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0072 6040.00 1.000 EACH| 36490.00000 36490.00| 50000.00000 50000.00| 38000.00000 38000.00 REMOVE STRUCTURE AT STA. 17+84.03 | | | 0073 6071.11 522416.000 LS | 548408.00000 548408.00| 470000.00000 470000.00| 549750.00000 549750.00 STEEL SUPERSTRUCTURE AT STA. 18+09.8 | | | 0074 6080.00 1323.000 LB | 2.11000 2791.53| 3.30000 4365.90| 3.00000 3969.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0075 6131.50 128445.000 LB | 0.84000 107893.80| 0.70000 89911.50| 0.85000 109178.25 EPOXY COATED REINFORCING STEEL | | | 0076 6139.50 67.000 SY | 15.48000 1037.16| 13.00000 871.00| 26.00000 1742.00 SUBSURFACE DRAINAGE MATTING | | | 0077 6210.14 3330.000 LF | 24.18000 80519.40| 18.00000 59940.00| 28.00000 93240.00 HP 12"X53# STEEL PILING | | | 0078 6602.31 1985.000 LS | 14142.00000 14142.00| 17847.00000 17847.00| 17847.00000 17847.00 CONCRETE COATING AT STA. 18+09.8 | | | 0079 8091.00 398.300 CY | 11.64000 4636.21| 19.00000 7567.70| 24.00000 9559.20 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,138,726.30| $ 1,113,529.10| $ 1,233,343.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 26+60.00 75'-0" SINGLE SPAN STEEL BEAM BRIDGE | | | 0080 0030.60 LUMP| 21160.00000 21160.00| 25000.00000 25000.00| 22000.00000 22000.00 MOBILIZATION | | | 0081 6000.10 40.000 LS | 3383.00000 3383.00| 7000.00000 7000.00| 6000.00000 6000.00 ABUTMENT NO.1 EXCAVATION | | | 0082 6000.11 40.000 LS | 1452.00000 1452.00| 7000.00000 7000.00| 6000.00000 6000.00 ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F02 -8 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1453X COUNTIES : CASS LETTING DATE : 07/22/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 2817 |( 3 ) 0805 |HAWKINS CONSTRUCTION COMPAN |MCC, LLC |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 6005.78 4.000 EACH| 840.00000 3360.00| 589.00000 2356.00| 758.00000 3032.00 EXPANSION BEARING, TFE TYPE | | | 0084 6005.83 4.000 EACH| 840.00000 3360.00| 450.00000 1800.00| 758.00000 3032.00 FIXED BEARING | | | 0085 6010.22 21.200 CY | 372.94000 7906.33| 600.00000 12720.00| 435.00000 9222.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0086 6010.26 88.700 CY | 370.35000 32850.05| 440.00000 39028.00| 435.00000 38584.50 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0087 6020.00 17998.000 LB | 0.81000 14578.38| 0.65000 11698.70| 0.90000 16198.20 REINFORCING STEEL FOR BRIDGE | | | 0088 6040.00 1.000 EACH| 9838.00000 9838.00| 20000.00000 20000.00| 16000.00000 16000.00 REMOVE STRUCTURE AT STA. 26+58.00 | | | 0089 6071.12 59411.000 LS | 43328.00000 43328.00| 37000.00000 37000.00| 44820.00000 44820.00 STEEL SUPERSTRUCTURE AT STA. 26+60.00 | | | 0090 6080.00 5020.000 LB | 1.92000 9638.40| 2.50000 12550.00| 3.00000 15060.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0091 6105.02 408.000 TON | 26.92000 10983.36| 34.00000 13872.00| 27.00000 11016.00 ROCK RIPRAP, TYPE B | | | 0092 6210.14 810.000 LF | 28.50000 23085.00| 19.40000 15714.00| 28.00000 22680.00 HP 12"X53# STEEL PILING | | | 0093 6310.00 3890.000 SF | 13.07000 50842.30| 16.50000 64185.00| 17.00000 66130.00 STEEL SHEET PILING | | | SECTION TOTALS | $ 235,764.82| $ 269,923.70| $ 279,774.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | 0094 0030.70 LUMP| 466.00000 466.00| 400.00000 400.00| 400.00000 400.00 MOBILIZATION | | | 0095 7011.20 100.000 LF | 26.39000 2639.00| 22.65000 2265.00| 22.65000 2265.00 W-BEAM GUARDRAIL | | | 0096 7020.00 8.000 EACH| 2632.00000 21056.00| 2259.00000 18072.00| 2259.00000 18072.00 BRIDGE APPROACH SECTIONS | | | 0097 7024.27 8.000 EACH| 2268.00000 18144.00| 1946.00000 15568.00| 1946.00000 15568.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 42,305.00| $ 36,305.00| $ 36,305.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0098 0001.08 8298.000 BDAY| 0.50000 4149.00| 0.50000 4149.00| 0.50000 4149.00 BARRICADE, TYPE II | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F02 -9 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1453X COUNTIES : CASS LETTING DATE : 07/22/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 2817 |( 3 ) 0805 |HAWKINS CONSTRUCTION COMPAN |MCC, LLC |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 0001.10 5942.000 BDAY| 1.24000 7368.08| 1.11000 6595.62| 1.06000 6298.52 BARRICADE, TYPE III | | | 0100 0001.75 446.000 EACH| 2.46000 1097.16| 2.22000 990.12| 2.11000 941.06 TEMPORARY SIGN DAY | | | 0101 0001.90 15972.000 EACH| 0.43000 6867.96| 0.39000 6229.08| 0.37000 5909.64 SIGN DAY | | | 0102 0001.99 2210.000 EACH| 0.92000 2033.20| 0.83000 1834.30| 0.79000 1745.90 CONTRACTOR FURNISHED SIGN DAY | | | 0103 0002.30 5700.000 LF | 0.41000 2337.00| 0.37000 2109.00| 0.35000 1995.00 PAVEMENT MARKING REMOVAL | | | 0104 0002.44 3500.000 LF | 0.35000 1225.00| 0.32000 1120.00| 0.30000 1050.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0105 0002.47 1900.000 LF | 0.47000 893.00| 0.42000 798.00| 0.40000 760.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0106 0002.97 33.000 DAY | 491.75000 16227.75| 443.10000 14622.30| 422.00000 13926.00 FLASHING ARROW PANEL | | | 0107 0003.10 25.000 DAY | 17.08000 427.00| 231.00000 5775.00| 195.00000 4875.00 FLAGGING | | | 0108 0003.50 1100.000 LF | 9.18000 10098.00| 32.14000 35354.00| 19.00000 20900.00 CONCRETE PROTECTION BARRIER | | | 0109 0003.56 1100.000 LF | 2.39000 2629.00| 3.84000 4224.00| 8.75000 9625.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0110 0003.57 2.000 EACH| 861.00000 1722.00| 775.43000 1550.86| 738.50000 1477.00 RELOCATE INERTIAL BARRIER SYSTEM | | | 0111 0003.58 4.000 EACH| 3073.00000 12292.00| 2769.38000 11077.52| 2637.50000 10550.00 INERTIAL BARRIER SYSTEM | | | 0112 0003.64 5.000 EACH| 369.00000 1845.00| 332.33000 1661.65| 316.50000 1582.50 REPLACEMENT MODULE | | | 0113 0005.10 300.000 DAY | 122.94000 36882.00| 110.78000 33234.00| 105.50000 31650.00 TRAFFIC CONTROL MANAGEMENT | | | 0114 0010.04 1.000 EACH| 6149.00000 6149.00| 2625.00000 2625.00| 4200.00000 4200.00 FIELD OFFICE | | | 0115 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 TRAINING | | | 0116 0030.00 LUMP| 12741.00000 12741.00| 7500.00000 7500.00| 3692.50000 3692.50 MOBILIZATION | | | 0117 L022.75 150.000 LF | 7.90000 1185.00| 15.75000 2362.50| 8.00000 1200.00 TEMPORARY SILT CHECK | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F02 -10 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1453X COUNTIES : CASS LETTING DATE : 07/22/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 2817 |( 3 ) 0805 |HAWKINS CONSTRUCTION COMPAN |MCC, LLC |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 L022.92 150.000 LF | 17.48000 2622.00| 15.75000 2362.50| 15.00000 2250.00 TEMPORARY EARTH CHECK | | | SECTION TOTALS | $ 131,590.15| $ 146,974.45| $ 129,577.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,268,751.38| $ 2,287,689.02| $ 2,345,382.20 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F02 -11 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1453X COUNTIES : CASS LETTING DATE : 07/22/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 2207 |( 5 ) 1276 |( ) |UNITED CONTRACTORS, INC. |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| 5000.00000 5000.00| 40000.00000 40000.00| MOBILIZATION | | | 0002 1000.00 8.000 EACH| 80.00000 640.00| 150.00000 1200.00| LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 500.000 MGAL| 8.00000 4000.00| 8.00000 4000.00| WATER | | | 0005 1012.00 10.000 EACH| 70.00000 700.00| 75.00000 750.00| RIGHT-OF-WAY MARKERS | | | 0006 1030.00 49645.000 CY | 4.15000 206026.75| 4.50000 223402.50| EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1102.00 1430.000 SY | 3.50000 5005.00| 4.00000 5720.00| REMOVE ASPHALT SURFACE | | | 0008 1701.18 146.000 LF | 18.00000 2628.00| 20.00000 2920.00| 18" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0009 1701.24 110.000 LF | 22.00000 2420.00| 32.00000 3520.00| 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0010 1701.36 64.000 LF | 33.00000 2112.00| 36.00000 2304.00| 36" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0011 2009.51 24.220 STA | 70.00000 1695.40| 77.00000 1864.94| CRUSHED ROCK EMBEDMENT | | | 0012 2010.03 925.000 TON | 20.00000 18500.00| 16.00000 14800.00| CRUSHED ROCK SURFACE COURSE | | | 0013 7017.00 1988.000 LF | 1.50000 2982.00| 2.00000 3976.00| REMOVE GUARDRAIL | | | 0014 7151.00 743.000 LF | 4.00000 2972.00| 4.00000 2972.00| REMOVE AND RESET FENCE | | | 0015 7308.10 1.000 EACH| 300.00000 300.00| 330.00000 330.00| REMOVE SIGN | | | 0016 9110.01 15.000 HOUR| 90.00000 1350.00| 90.00000 1350.00| RENTAL OF LOADER, FULLY OPERATED | | | 0017 9110.03 15.000 HOUR| 65.00000 975.00| 65.00000 975.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F02 -12 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1453X COUNTIES : CASS LETTING DATE : 07/22/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 2207 |( 5 ) 1276 |( ) |UNITED CONTRACTORS, INC. |KIEWIT WESTERN CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 9110.07 15.000 HOUR| 75.00000 1125.00| 75.00000 1125.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | 0019 9110.27 15.000 HOUR| 125.00000 1875.00| 125.00000 1875.00| RENTAL OF CRAWLER MOUNTED HYDRAULIC | | | EXCAVATOR,FULLY OPERATED | | | 0020 L006.00 3.300 ACRE| 50.00000 165.00| 55.00000 181.50| COVER CROP SEEDING | | | 0021 L020.01 1211.000 SY | 3.80000 4601.80| 4.20000 5086.20| EROSION CONTROL, TYPE A | | | 0022 L020.04 7120.000 SY | 1.75000 12460.00| 2.00000 14240.00| EROSION CONTROL, TYPE C-1 | | | 0023 L021.01 87.000 BALE| 25.00000 2175.00| 24.00000 2088.00| EROSION CHECKS, TYPE A | | | 0024 L022.11 1340.000 LF | 2.50000 3350.00| 3.00000 4020.00| FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 289,057.95| $ 348,700.14| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 1A MSE WALLS | | | 0025 0030.10 LUMP| 15500.00000 15500.00| 20000.00000 20000.00| MOBILIZATION | | | 0026 4095.00 7187.000 SF | 16.50000 118585.50| 25.00000 179675.00| CONCRETE FACE PANELS | | | 0027 4095.10 504.000 LF | 12.00000 6048.00| 17.00000 8568.00| CONCRETE LEVELING PADS | | | 0028 4095.20 511.000 LF | 65.00000 33215.00| 70.00000 35770.00| COPING | | | 0029 4350.24 462.000 LF | 15.00000 6930.00| 24.00000 11088.00| 24" CORRUGATED METAL PIPE | | | 0030 8024.75 3295.000 CY | 30.00000 98850.00| 23.00000 75785.00| SELECT GRANULAR BACKFILL FOR MSE WALL | | | SECTION TOTALS | $ 279,128.50| $ 330,886.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 3 CONCRETE PAVEMENT | | | 0031 0030.30 LUMP| 3100.00000 3100.00| 5000.00000 5000.00| MOBILIZATION | | | 0032 2021.00 2.000 EACH| 200.00000 400.00| 215.00000 430.00| MAILBOX POST | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F02 -13 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1453X COUNTIES : CASS LETTING DATE : 07/22/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 2207 |( 5 ) 1276 |( ) |UNITED CONTRACTORS, INC. |KIEWIT WESTERN CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 3008.05 275.000 EACH| 5.50000 1512.50| 8.00000 2200.00| TIE BARS | | | 0034 3075.52 1223.000 SY | 41.00000 50143.00| 40.00000 48920.00| 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0035 8029.25 1223.000 SY | 9.00000 11007.00| 9.00000 11007.00| FOUNDATION COURSE 9" | | | 0036 9111.00 12.000 MGAL| 20.00000 240.00| 10.00000 120.00| WATER | | | 0037 9170.00 11.600 STA | 150.00000 1740.00| 160.00000 1856.00| EARTH SHOULDER CONSTRUCTION | | | 0038 9173.20 1223.000 SY | 4.10000 5014.30| 3.00000 3669.00| SUBGRADE PREPARATION | | | 0039 L001.01 3.300 ACRE| 800.00000 2640.00| 725.00000 2392.50| SEEDING, TYPE A | | | 0040 L032.75 7.500 TON | 75.00000 562.50| 80.00000 600.00| MULCH | | | SECTION TOTALS | $ 76,359.30| $ 76,194.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4 CULVERTS | | | 0041 0030.40 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| MOBILIZATION | | | 0042 1118.25 1.000 EACH| 630.00000 630.00| 300.00000 300.00| REMOVE SPLASH BASIN | | | 0043 1119.00 4.000 EACH| 375.00000 1500.00| 225.00000 900.00| REMOVE INLET | | | 0044 4002.00 125.000 LB | 2.20000 275.00| 2.00000 250.00| CAST IRON COVER AND FRAME | | | 0045 4004.50 808.000 LB | 2.05000 1656.40| 2.00000 1616.00| CAST IRON GRATE AND FRAME | | | 0046 4035.00 2.000 EACH| 150.00000 300.00| 230.00000 460.00| REMOVE FLARED-END SECTION | | | 0047 4040.00 2.000 EACH| 1050.00000 2100.00| 230.00000 460.00| REMOVE HEADWALLS FROM CULVERTS | | | 0048 4043.50 148.000 LF | 9.00000 1332.00| 18.00000 2664.00| REMOVE SEWER PIPE | | | 0049 4050.01 379.000 CY | 7.25000 2747.75| 10.00000 3790.00| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F02 -14 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1453X COUNTIES : CASS LETTING DATE : 07/22/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 2207 |( 5 ) 1276 |( ) |UNITED CONTRACTORS, INC. |KIEWIT WESTERN CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 4100.06 1.900 CY | 615.00000 1168.50| 1500.00000 2850.00| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0051 4105.59 10.010 CY | 510.00000 5105.10| 850.00000 8508.50| CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0052 4107.07 2.790 CY | 560.00000 1562.40| 1000.00000 2790.00| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0053 4150.00 335.000 LB | 1.25000 418.75| 2.00000 670.00| REINFORCING STEEL FOR HEADWALL | | | 0054 4155.50 570.000 LB | 1.10000 627.00| 2.00000 1140.00| REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0055 4157.00 131.000 LB | 1.25000 163.75| 2.00000 262.00| REINFORCING STEEL FOR COLLARS | | | 0056 4310.18 2.000 EACH| 525.00000 1050.00| 625.00000 1250.00| 18" FLARED-END SECTION | | | 0057 P120.36 206.000 LF | 75.00000 15450.00| 90.00000 18540.00| 36" CULVERT PIPE, TYPE 2 | | | 0058 P402.24 102.000 LF | 30.00000 3060.00| 80.00000 8160.00| 24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0059 P402.36 84.000 LF | 42.00000 3528.00| 67.00000 5628.00| 36" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0060 P700.18 294.000 LF | 30.00000 8820.00| 60.00000 17640.00| 18" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | SECTION TOTALS | $ 54,994.65| $ 82,878.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 18+09.80 360'-0" 2-SPAN WELDED PLATE GIRDER BRIDGE | | | 0061 0030.60 LUMP| 100000.00000 100000.00| 60000.00000 60000.00| MOBILIZATION | | | 0062 3050.15 128.200 CY | 250.00000 32050.00| 180.00000 23076.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0063 3051.10 16240.000 LB | 0.65000 10556.00| 0.80000 12992.00| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0064 6000.10 5.000 LS | 2800.00000 2800.00| 5000.00000 5000.00| ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F02 -15 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1453X COUNTIES : CASS LETTING DATE : 07/22/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 2207 |( 5 ) 1276 |( ) |UNITED CONTRACTORS, INC. |KIEWIT WESTERN CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 6000.11 5.000 LS | 2800.00000 2800.00| 5000.00000 5000.00| ABUTMENT NO.2 EXCAVATION | | | 0066 6000.20 135.000 LS | 25000.00000 25000.00| 20000.00000 20000.00| PIER NO.1 EXCAVATION | | | 0067 6005.35 89.000 LF | 50.00000 4450.00| 37.00000 3293.00| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0068 6005.78 8.000 EACH| 400.00000 3200.00| 1100.00000 8800.00| EXPANSION BEARING, TFE TYPE | | | 0069 6005.83 4.000 EACH| 400.00000 1600.00| 1100.00000 4400.00| FIXED BEARING | | | 0070 6010.22 254.200 CY | 350.00000 88970.00| 500.00000 127100.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0071 6010.26 406.100 CY | 350.00000 142135.00| 575.00000 233507.50| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0072 6040.00 1.000 EACH| 65000.00000 65000.00| 101042.00000 101042.00| REMOVE STRUCTURE AT STA. 17+84.03 | | | 0073 6071.11 522416.000 LS | 540000.00000 540000.00| 490000.00000 490000.00| STEEL SUPERSTRUCTURE AT STA. 18+09.8 | | | 0074 6080.00 1323.000 LB | 4.00000 5292.00| 4.00000 5292.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0075 6131.50 128445.000 LB | 0.65000 83489.25| 0.80000 102756.00| EPOXY COATED REINFORCING STEEL | | | 0076 6139.50 67.000 SY | 30.00000 2010.00| 25.00000 1675.00| SUBSURFACE DRAINAGE MATTING | | | 0077 6210.14 3330.000 LF | 22.00000 73260.00| 32.00000 106560.00| HP 12"X53# STEEL PILING | | | 0078 6602.31 1985.000 LS | 13000.00000 13000.00| 17000.00000 17000.00| CONCRETE COATING AT STA. 18+09.8 | | | 0079 8091.00 398.300 CY | 35.00000 13940.50| 30.00000 11949.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,209,552.75| $ 1,339,442.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 26+60.00 75'-0" SINGLE SPAN STEEL BEAM BRIDGE | | | 0080 0030.60 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| MOBILIZATION | | | 0081 6000.10 40.000 LS | 1000.00000 1000.00| 5000.00000 5000.00| ABUTMENT NO.1 EXCAVATION | | | 0082 6000.11 40.000 LS | 1000.00000 1000.00| 5000.00000 5000.00| ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F02 -16 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1453X COUNTIES : CASS LETTING DATE : 07/22/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 2207 |( 5 ) 1276 |( ) |UNITED CONTRACTORS, INC. |KIEWIT WESTERN CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 6005.78 4.000 EACH| 500.00000 2000.00| 800.00000 3200.00| EXPANSION BEARING, TFE TYPE | | | 0084 6005.83 4.000 EACH| 500.00000 2000.00| 800.00000 3200.00| FIXED BEARING | | | 0085 6010.22 21.200 CY | 500.00000 10600.00| 500.00000 10600.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0086 6010.26 88.700 CY | 453.00000 40181.10| 800.00000 70960.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0087 6020.00 17998.000 LB | 0.75000 13498.50| 0.85000 15298.30| REINFORCING STEEL FOR BRIDGE | | | 0088 6040.00 1.000 EACH| 10000.00000 10000.00| 10000.00000 10000.00| REMOVE STRUCTURE AT STA. 26+58.00 | | | 0089 6071.12 59411.000 LS | 47300.00000 47300.00| 45000.00000 45000.00| STEEL SUPERSTRUCTURE AT STA. 26+60.00 | | | 0090 6080.00 5020.000 LB | 3.40000 17068.00| 2.00000 10040.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0091 6105.02 408.000 TON | 25.00000 10200.00| 30.00000 12240.00| ROCK RIPRAP, TYPE B | | | 0092 6210.14 810.000 LF | 21.00000 17010.00| 34.00000 27540.00| HP 12"X53# STEEL PILING | | | 0093 6310.00 3890.000 SF | 19.00000 73910.00| 12.00000 46680.00| STEEL SHEET PILING | | | SECTION TOTALS | $ 270,767.60| $ 294,758.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | 0094 0030.70 LUMP| 400.00000 400.00| 400.00000 400.00| MOBILIZATION | | | 0095 7011.20 100.000 LF | 22.65000 2265.00| 24.00000 2400.00| W-BEAM GUARDRAIL | | | 0096 7020.00 8.000 EACH| 2259.00000 18072.00| 2400.00000 19200.00| BRIDGE APPROACH SECTIONS | | | 0097 7024.27 8.000 EACH| 1946.00000 15568.00| 2100.00000 16800.00| GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 36,305.00| $ 38,800.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0098 0001.08 8298.000 BDAY| 0.50000 4149.00| 0.50000 4149.00| BARRICADE, TYPE II | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F02 -17 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1453X COUNTIES : CASS LETTING DATE : 07/22/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 2207 |( 5 ) 1276 |( ) |UNITED CONTRACTORS, INC. |KIEWIT WESTERN CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 0001.10 5942.000 BDAY| 1.10000 6536.20| 1.25000 7427.50| BARRICADE, TYPE III | | | 0100 0001.75 446.000 EACH| 2.15000 958.90| 2.50000 1115.00| TEMPORARY SIGN DAY | | | 0101 0001.90 15972.000 EACH| 0.40000 6388.80| 0.50000 7986.00| SIGN DAY | | | 0102 0001.99 2210.000 EACH| 0.80000 1768.00| 1.00000 2210.00| CONTRACTOR FURNISHED SIGN DAY | | | 0103 0002.30 5700.000 LF | 0.35000 1995.00| 0.50000 2850.00| PAVEMENT MARKING REMOVAL | | | 0104 0002.44 3500.000 LF | 0.30000 1050.00| 0.50000 1750.00| TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0105 0002.47 1900.000 LF | 0.40000 760.00| 0.60000 1140.00| TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0106 0002.97 33.000 DAY | 450.00000 14850.00| 400.00000 13200.00| FLASHING ARROW PANEL | | | 0107 0003.10 25.000 DAY | 200.00000 5000.00| 450.00000 11250.00| FLAGGING | | | 0108 0003.50 1100.000 LF | 19.00000 20900.00| 32.00000 35200.00| CONCRETE PROTECTION BARRIER | | | 0109 0003.56 1100.000 LF | 8.75000 9625.00| 1.00000 1100.00| RELOCATE CONCRETE PROTECTION BARRIER | | | 0110 0003.57 2.000 EACH| 2000.00000 4000.00| 1200.00000 2400.00| RELOCATE INERTIAL BARRIER SYSTEM | | | 0111 0003.58 4.000 EACH| 4500.00000 18000.00| 4500.00000 18000.00| INERTIAL BARRIER SYSTEM | | | 0112 0003.64 5.000 EACH| 320.00000 1600.00| 348.00000 1740.00| REPLACEMENT MODULE | | | 0113 0005.10 300.000 DAY | 120.00000 36000.00| 120.00000 36000.00| TRAFFIC CONTROL MANAGEMENT | | | 0114 0010.04 1.000 EACH| 1000.00000 1000.00| 5000.00000 5000.00| FIELD OFFICE | | | 0115 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| TRAINING | | | 0116 0030.00 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| MOBILIZATION | | | 0117 L022.75 150.000 LF | 5.00000 750.00| 8.00000 1200.00| TEMPORARY SILT CHECK | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F02 -18 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1453X COUNTIES : CASS LETTING DATE : 07/22/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 2207 |( 5 ) 1276 |( ) |UNITED CONTRACTORS, INC. |KIEWIT WESTERN CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 L022.92 150.000 LF | 15.00000 2250.00| 6.00000 900.00| TEMPORARY EARTH CHECK | | | SECTION TOTALS | $ 146,380.90| $ 165,417.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,362,546.65| $ 2,677,077.44| $ ====================================================================================================================================
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