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Last Updated:
11/17/2003
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November 13, 2003
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : 2 VENDOR RANKING CALL ORDER : F13 CONTRACT ID : 3575 COUNTIES : BURT LETTING DATE : 11/13/03 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-32-7(109) ON N-32, BNSF, OAKLAND. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 1,548,274.89 100.0000% 2 0049 HAWKINS CONSTRUCTION COMPANY $ 1,632,341.18 105.4297% 3 2017 BRB CONTRACTORS, INC. $ 1,707,613.24 110.2913% 4 0880 CHRISTENSEN BROS., INC. $ 1,922,553.84 124.1739% NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F13 -3 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 3575 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 2017 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |BRB CONTRACTORS, 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| 5986.18000 5986.18| 5940.00000 5940.00| 5800.00000 5800.00 MOBILIZATION | | | 0002 1000.00 6.000 EACH| 103.21000 619.26| 102.00000 612.00| 100.00000 600.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 4128.40000 4128.40| 4097.00000 4097.00| 4000.00000 4000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 14156.000 CY | 2.94000 41618.64| 2.92000 41335.52| 2.85000 40344.60 EXCAVATION | | | 0005 1010.10 9604.000 CY | 3.61000 34670.44| 3.58000 34382.32| 3.50000 33614.00 EXCAVATION, BORROW | | | 0006 1011.00 238.000 MGAL| 8.00000 1904.00| 8.00000 1904.00| 8.00000 1904.00 WATER | | | 0007 1012.00 17.000 EACH| 70.18000 1193.06| 69.64000 1183.88| 68.00000 1156.00 RIGHT-OF-WAY MARKERS | | | 0008 1016.00 3.000 EACH| 412.84000 1238.52| 179.00000 537.00| 100.00000 300.00 RE-ESTABLISH PROPERTY CORNER | | | 0009 1021.10 5.000 EACH| 20.64000 103.20| 20.00000 100.00| 20.00000 100.00 REMOVE DELINEATOR UNITS | | | 0010 1041.00 40929.000 SY | 0.44000 18008.76| 0.44000 18008.76| 0.43000 17599.47 SALVAGING AND PLACING TOPSOIL | | | 0011 1101.00 1475.000 SY | 4.03000 5944.25| 3.99000 5885.25| 3.90000 5752.50 REMOVE PAVEMENT | | | 0012 1101.25 40.000 LF | 2.50000 100.00| 2.50000 100.00| 2.50000 100.00 SAWING PAVEMENT | | | 0013 1106.00 388.000 SY | 4.03000 1563.64| 3.99000 1548.12| 3.90000 1513.20 REMOVE DRIVEWAY | | | 0014 1701.24 44.000 LF | 20.64000 908.16| 20.48000 901.12| 20.00000 880.00 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0015 1701.30 44.000 LF | 26.83000 1180.52| 26.63000 1171.72| 26.00000 1144.00 30" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0016 4035.00 2.000 EACH| 154.82000 309.64| 154.00000 308.00| 150.00000 300.00 REMOVE FLARED-END SECTION | | | 0017 4310.24 2.000 EACH| 258.03000 516.06| 256.00000 512.00| 250.00000 500.00 24" FLARED-END SECTION | | | 0018 7017.00 325.000 LF | 2.51000 815.75| 1.54000 500.50| 1.50000 487.50 REMOVE GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F13 -4 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 3575 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 2017 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |BRB CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 9110.01 20.000 HOUR| 115.00000 2300.00| 81.93000 1638.60| 80.00000 1600.00 RENTAL OF LOADER, FULLY OPERATED | | | 0020 9110.06 20.000 HOUR| 76.00000 1520.00| 81.93000 1638.60| 80.00000 1600.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0021 9110.07 20.000 HOUR| 76.00000 1520.00| 66.57000 1331.40| 65.00000 1300.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0022 L020.00 4727.000 SY | 1.44000 6806.88| 1.43000 6759.61| 1.40000 6617.80 EROSION CONTROL | | | 0023 L020.08 1023.000 SY | 6.19000 6332.37| 6.15000 6291.45| 6.00000 6138.00 EROSION CONTROL, TYPE AA | | | 0024 L020.09 233.000 SY | 11.35000 2644.55| 11.27000 2625.91| 11.00000 2563.00 EROSION CONTROL, TYPE AAA | | | 0025 L020.10 1985.000 SY | 1.65000 3275.25| 1.64000 3255.40| 1.60000 3176.00 EROSION CONTROL, TYPE HV | | | 0026 L021.06 18.000 BALE| 13.42000 241.56| 13.31000 239.58| 13.00000 234.00 EROSION CHECKS, TYPE HV | | | 0027 L021.21 73.000 BALE| 15.48000 1130.04| 15.36000 1121.28| 15.00000 1095.00 EROSION CHECKS, TYPE AA | | | 0028 L022.11 1645.000 LF | 2.06000 3388.70| 2.05000 3372.25| 2.00000 3290.00 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 149,967.83| $ 147,301.27| $ 143,709.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0029 0030.40 LUMP| 1181.84000 1181.84| 1173.00000 1173.00| 3045.00000 3045.00 MOBILIZATION | | | 0030 1043.50 125.000 SY | 6.36000 795.00| 6.31000 788.75| 6.16000 770.00 RIPRAP FILTER FABRIC | | | 0031 4040.00 2.000 EACH| 244.20000 488.40| 242.00000 484.00| 236.60000 473.20 REMOVE HEADWALLS FROM CULVERTS | | | 0032 4044.00 1.000 EACH| 1487.29000 1487.29| 1476.00000 1476.00| 1441.03000 1441.03 PREPARATION OF STRUCTURE AT STA. 36+24 | | | 0033 4050.01 136.000 CY | 18.69000 2541.84| 18.55000 2522.80| 18.11000 2462.96 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0034 4101.06 1.300 CY | 1080.67000 1404.87| 1072.00000 1393.60| 1047.06000 1361.18 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0035 4151.00 125.000 LB | 0.89000 111.25| 0.88000 110.00| 0.86000 107.50 REINFORCING STEEL FOR BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F13 -5 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 3575 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 2017 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |BRB CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 4310.24 4.000 EACH| 521.82000 2087.28| 518.00000 2072.00| 505.59000 2022.36 24" FLARED-END SECTION | | | 0037 4670.05 10.000 CY | 67.41000 674.10| 67.00000 670.00| 65.31000 653.10 CULVERT SANDFILL | | | 0038 4880.24 77.000 LF | 129.01000 9933.77| 145.00000 11165.00| 145.00000 11165.00 JACKING 24" CULVERT PIPE, TYPE 2 CLASS | | | IV | | | 0039 6105.01 1.340 TON | 61.74000 82.73| 61.00000 81.74| 59.82000 80.16 ROCK RIPRAP, TYPE A | | | 0040 P120.24 36.000 LF | 42.76000 1539.36| 42.43000 1527.48| 41.43000 1491.48 24" CULVERT PIPE, TYPE 2 | | | 0041 P128.24 77.000 LF | 43.80000 3372.60| 34.61000 2664.97| 42.44000 3267.88 24" CULVERT PIPE, TYPE 2 CLASS IV | | | 0042 P500.24 82.000 LF | 45.85000 3759.70| 45.49000 3730.18| 44.42000 3642.44 24" CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | | SECTION TOTALS | $ 29,460.03| $ 29,859.52| $ 31,983.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 22+55.40 163'-0" THREE SPAN PRESTRESSED CONCRETE I-TEE GIRDER BR. | | | 0043 0030.60 LUMP| 72155.31000 72155.31| 87580.00000 87580.00| 120500.00000 120500.00 MOBILIZATION | | | 0044 3050.15 193.700 CY | 225.42000 43663.85| 182.99000 35445.16| 210.00000 40677.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0045 3051.10 22195.000 LB | 0.61000 13538.95| 0.65000 14426.75| 0.91000 20197.45 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0046 6000.10 85.000 LS | 2110.19000 2110.19| 30470.00000 30470.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0047 6000.11 85.000 LS | 2110.19000 2110.19| 30470.00000 30470.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0048 6005.35 109.300 LF | 36.52000 3991.64| 43.11000 4711.92| 50.00000 5465.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0049 6005.60 120.000 EACH| 11.83000 1419.60| 56.80000 6816.00| 72.00000 8640.00 ELASTOMERIC BEARING | | | 0050 6010.22 202.200 CY | 412.10000 83326.62| 370.92000 75000.02| 410.00000 82902.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0051 6010.26 37.700 CY | 365.78000 13789.91| 346.35000 13057.40| 390.00000 14703.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F13 -6 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 3575 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 2017 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |BRB CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 6010.28 186.000 CY | 442.85000 82370.10| 400.49000 74491.14| 420.00000 78120.00 CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0053 6011.11 205.600 LS | 137008.86000 137008.86| 173081.00000 173081.00| 210000.00000 210000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 22+55.40 | | | 0054 6040.00 1.000 EACH| 33561.27000 33561.27| 85463.00000 85463.00| 40000.00000 40000.00 REMOVE STRUCTURE AT STA. 22+44 | | | 0055 6107.00 912.000 SY | 48.33000 44076.96| 37.22000 33944.64| 60.00000 54720.00 CONCRETE SLOPE PROTECTION | | | 0056 6131.50 79595.000 LB | 0.58000 46165.10| 0.69000 54920.55| 0.93000 74023.35 EPOXY COATED REINFORCING STEEL | | | 0057 6139.50 66.000 SY | 38.78000 2559.48| 22.51000 1485.66| 35.00000 2310.00 SUBSURFACE DRAINAGE MATTING | | | 0058 6210.50 2470.000 LF | 23.46000 57946.20| 25.58000 63182.60| 27.00000 66690.00 PIPE PILING | | | 0059 6251.50 480.000 LF | 206.66000 99196.80| 201.41000 96676.80| 240.00000 115200.00 DRILLED SHAFT | | | 0060 6404.16 120.000 LF | 43.35000 5202.00| 45.22000 5426.40| 80.00000 9600.00 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0061 6510.55 48.900 LS | 34631.58000 34631.58| 8688.00000 8688.00| 15000.00000 15000.00 TEMPORARY BRIDGE SHORING | | | 0062 8091.00 150.000 CY | 30.23000 4534.50| 17.89000 2683.50| 28.00000 4200.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 783,359.11| $ 898,020.54| $ 972,947.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0063 0030.70 LUMP| 107.08000 107.08| 107.00000 107.00| 880.00000 880.00 MOBILIZATION | | | 0064 7011.20 168.750 LF | 11.35000 1915.31| 11.27000 1901.81| 11.82000 1994.63 W-BEAM GUARDRAIL | | | 0065 7020.00 4.000 EACH| 1496.55000 5986.20| 1485.00000 5940.00| 1523.00000 6092.00 BRIDGE APPROACH SECTIONS | | | 0066 7024.27 4.000 EACH| 1512.03000 6048.12| 1331.00000 5324.00| 1465.00000 5860.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 14,056.71| $ 13,272.81| $ 14,826.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 8B ELECTRICAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F13 -7 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 3575 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 2017 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |BRB CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0067 0030.81 LUMP| 774.08000 774.08| 768.00000 768.00| 750.00000 750.00 MOBILIZATION | | | 0068 A001.01 1.000 EACH| 361.24000 361.24| 358.00000 358.00| 350.00000 350.00 PULL BOX, TYPE PB-1 | | | 0069 A004.00 2.000 EACH| 247.71000 495.42| 246.00000 492.00| 240.00000 480.00 TRAFFIC SIGNAL, TYPE TS-1 | | | 0070 A004.30 1.000 EACH| 1909.39000 1909.39| 1895.00000 1895.00| 1850.00000 1850.00 TRAFFIC SIGNAL, TYPE TS-4 | | | 0071 A006.83 2.000 EACH| 516.05000 1032.10| 512.00000 1024.00| 500.00000 1000.00 PEDESTAL POLE, TYPE PP-12 | | | 0072 A070.14 150.000 LF | 3.10000 465.00| 3.07000 460.50| 3.00000 450.00 2-INCH CONDUIT IN TRENCH | | | 0073 A074.14 155.000 LF | 15.48000 2399.40| 15.36000 2380.80| 15.00000 2325.00 2-INCH CONDUIT, JACKED | | | 0074 A077.12 455.000 LF | 0.62000 282.10| 0.61000 277.55| 0.60000 273.00 2/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0075 A079.50 305.000 LF | 0.41000 125.05| 0.41000 125.05| 0.40000 122.00 GROUNDING CONDUCTOR | | | 0076 A724.01 1.000 EACH| 748.27000 748.27| 743.00000 743.00| 725.00000 725.00 RELOCATE TRAFFIC SIGNAL | | | SECTION TOTALS | $ 8,592.05| $ 8,523.90| $ 8,325.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 9 BITUMINOUS | | | 0077 0002.55 86.900 STA | 6.19000 537.91| 6.15000 534.44| 6.00000 521.40 OVERLAY BROKEN LINES | | | 0078 0002.60 173.800 STA | 6.19000 1075.82| 6.15000 1068.87| 0.18000 31.28 OVERLAY SOLID LINES | | | 0079 0030.30 LUMP| 9239.39000 9239.39| 7808.00000 7808.00| 6070.00000 6070.00 MOBILIZATION | | | 0080 1020.02 9.000 EACH| 10.84000 97.56| 11.00000 99.00| 10.50000 94.50 DELINEATOR, TYPE II | | | 0081 1020.03 19.000 EACH| 12.95000 246.05| 12.80000 243.20| 12.50000 237.50 DELINEATOR, TYPE III | | | 0082 1020.20 8.000 EACH| 25.80000 206.40| 26.00000 208.00| 25.00000 200.00 INSTALL CHEVRONS | | | 0083 1102.05 626.000 SY | 8.15000 5101.90| 3.58000 2241.08| 7.90000 4945.40 REMOVE ASPHALT SURFACING FROM PAVEMENT | | | 0084 2001.00 15.000 CY | 16.38000 245.70| 15.37000 230.55| 23.00000 345.00 GRAVEL SURFACE COURSE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F13 -8 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 3575 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 2017 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |BRB CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 3040.11 9.800 SY | 129.99000 1273.90| 101.00000 989.80| 125.95000 1234.31 CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0086 3040.12 51.300 SY | 111.01000 5694.81| 99.26000 5092.04| 107.56000 5517.83 CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0087 3040.13 120.700 SY | 105.28000 12707.30| 97.51000 11769.46| 102.01000 12312.61 CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0088 3041.25 6.000 TON | 645.06000 3870.36| 553.00000 3318.00| 666.00000 3996.00 BITUMINOUS PATCHING | | | 0089 3221.15 11.600 SY | 109.79000 1273.56| 100.56000 1166.50| 106.38000 1234.01 CONCRETE PAVEMENT, CLASS PR-3500 JOINT | | | REPAIR | | | 0090 4004.50 1010.000 LB | 1.01000 1020.10| 0.97000 979.70| 0.98000 989.80 CAST IRON GRATE AND FRAME | | | 0091 4024.55 10.000 LF | 51.78000 517.80| 64.00000 640.00| 50.17000 501.70 FLUME SPILLWAY | | | 0092 4024.70 1.000 EACH| 1186.06000 1186.06| 1177.00000 1177.00| 1149.17000 1149.17 CONCRETE FLUME, TYPE I | | | 0093 4024.73 2.000 EACH| 2327.63000 4655.26| 1874.00000 3748.00| 2255.23000 4510.46 CONCRETE FLUME, TYPE IV | | | 0094 4105.59 12.800 CY | 568.67000 7278.98| 564.30000 7223.04| 550.98000 7052.54 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0095 4155.50 796.000 LB | 0.81000 644.76| 0.80000 636.80| 0.78000 620.88 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0096 9005.45 6630.000 TON | 35.50000 235365.00| 35.23000 233574.90| 34.40000 228072.00 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0097 9009.00 882.000 SY | 3.35000 2954.70| 3.33000 2937.06| 3.25000 2866.50 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0098 9009.75 451.000 SY | 44.90000 20249.90| 40.46000 18247.46| 41.00000 18491.00 TEMPORARY SURFACING 9" | | | 0099 9021.08 358.020 TON | 230.16000 82401.88| 228.39000 81768.19| 223.00000 79838.46 PERFORMANCE GRADED BINDER (64-28) | | | 0100 9030.00 2185.000 LF | 2.84000 6205.40| 2.82000 6161.70| 2.75000 6008.75 CONSTRUCTING ASPHALTIC CONCRETE CURB | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F13 -9 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 3575 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 2017 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |BRB CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 9034.00 570.000 SY | 3.87000 2205.90| 3.84000 2188.80| 3.75000 2137.50 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0102 9053.00 3110.000 GAL | 0.93000 2892.30| 0.92000 2861.20| 0.90000 2799.00 TACK COAT | | | 0103 9111.00 34.000 MGAL| 15.48000 526.32| 7.78000 264.52| 30.00000 1020.00 WATER | | | 0104 9170.00 90.180 STA | 103.21000 9307.48| 102.42000 9236.24| 100.00000 9018.00 EARTH SHOULDER CONSTRUCTION | | | 0105 9173.20 3661.000 SY | 1.92000 7029.12| 2.17000 7944.37| 2.51000 9189.11 SUBGRADE PREPARATION | | | 0106 9179.80 2.000 EACH| 1568.79000 3137.58| 1557.00000 3114.00| 1520.00000 3040.00 MILLING CONCRETE FOR INLAYS | | | 0107 9188.50 709.000 SY | 26.73000 18951.57| 26.13000 18526.17| 23.40000 16590.60 SURFACING UNDER GUARDRAIL | | | 0108 L001.02 7.000 ACRE| 670.87000 4696.09| 666.00000 4662.00| 650.00000 4550.00 SEEDING, TYPE B | | | 0109 L032.75 16.000 TON | 67.09000 1073.44| 66.57000 1065.12| 65.00000 1040.00 MULCH | | | 0110 P402.15 302.000 LF | 28.15000 8501.30| 25.42000 7676.84| 27.27000 8235.54 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 462,371.60| $ 449,402.05| $ 444,460.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0111 0001.08 3000.000 BDAY| 0.50000 1500.00| 0.50000 1500.00| 0.50000 1500.00 BARRICADE, TYPE II | | | 0112 0001.10 1793.000 BDAY| 2.06000 3693.58| 2.05000 3675.65| 2.00000 3586.00 BARRICADE, TYPE III | | | 0113 0001.75 560.000 EACH| 0.52000 291.20| 0.51000 285.60| 0.50000 280.00 TEMPORARY SIGN DAY | | | 0114 0001.90 12784.000 EACH| 0.26000 3323.84| 0.26000 3323.84| 0.25000 3196.00 SIGN DAY | | | 0115 0001.99 15.000 EACH| 10.32000 154.80| 10.24000 153.60| 10.00000 150.00 CONTRACTOR FURNISHED SIGN DAY | | | 0116 0002.30 1250.000 LF | 0.26000 325.00| 0.26000 325.00| 0.25000 312.50 PAVEMENT MARKING REMOVAL | | | 0117 0002.39 4800.000 LF | 1.03000 4944.00| 1.02000 4896.00| 1.00000 4800.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F13 -10 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 3575 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1416 |( 2 ) 0049 |( 3 ) 2017 |LUXA CONSTRUCTION COMPANY, |HAWKINS CONSTRUCTION COMPAN |BRB CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 0002.47 2500.000 LF | 0.26000 650.00| 0.26000 650.00| 0.25000 625.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0119 0002.61 135.000 EACH| 23.22000 3134.70| 23.04000 3110.40| 22.50000 3037.50 PLOWABLE PAVEMENT MARKER | | | 0120 0003.10 80.000 DAY | 285.00000 22800.00| 184.35000 14748.00| 205.92000 16473.60 FLAGGING | | | 0121 0003.50 700.000 LF | 50.63000 35441.00| 55.15000 38605.00| 30.00000 21000.00 CONCRETE PROTECTION BARRIER | | | 0122 0003.56 500.000 LF | 3.27000 1635.00| 3.31000 1655.00| 12.00000 6000.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0123 0003.70 2.000 EACH| 516.05000 1032.10| 512.00000 1024.00| 500.00000 1000.00 TEMPORARY RUMBLE STRIP | | | 0124 0003.75 1.000 EACH| 8256.80000 8256.80| 8193.00000 8193.00| 26000.00000 26000.00 TEMPORARY TRAFFIC SIGNAL | | | 0125 0010.04 1.000 EACH| 6079.34000 6079.34| 2504.00000 2504.00| 2600.00000 2600.00 FIELD OFFICE | | | 0126 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 TRAINING | | | 0127 0030.00 LUMP| 6406.20000 6406.20| 512.00000 512.00| 0.00000 0.00 MOBILIZATION | | | SECTION TOTALS | $ 100,467.56| $ 85,961.09| $ 91,360.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,548,274.89| $ 1,632,341.18| $ 1,707,613.24 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F13 -11 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 3575 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 10000.00000 10000.00| | MOBILIZATION | | | 0002 1000.00 6.000 EACH| 120.00000 720.00| | LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 5000.00000 5000.00| | GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 14156.000 CY | 2.90000 41052.40| | EXCAVATION | | | 0005 1010.10 9604.000 CY | 3.60000 34574.40| | EXCAVATION, BORROW | | | 0006 1011.00 238.000 MGAL| 8.00000 1904.00| | WATER | | | 0007 1012.00 17.000 EACH| 70.00000 1190.00| | RIGHT-OF-WAY MARKERS | | | 0008 1016.00 3.000 EACH| 500.00000 1500.00| | RE-ESTABLISH PROPERTY CORNER | | | 0009 1021.10 5.000 EACH| 20.00000 100.00| | REMOVE DELINEATOR UNITS | | | 0010 1041.00 40929.000 SY | 0.44000 18008.76| | SALVAGING AND PLACING TOPSOIL | | | 0011 1101.00 1475.000 SY | 4.00000 5900.00| | REMOVE PAVEMENT | | | 0012 1101.25 40.000 LF | 2.50000 100.00| | SAWING PAVEMENT | | | 0013 1106.00 388.000 SY | 4.00000 1552.00| | REMOVE DRIVEWAY | | | 0014 1701.24 44.000 LF | 20.00000 880.00| | 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0015 1701.30 44.000 LF | 27.00000 1188.00| | 30" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0016 4035.00 2.000 EACH| 160.00000 320.00| | REMOVE FLARED-END SECTION | | | 0017 4310.24 2.000 EACH| 260.00000 520.00| | 24" FLARED-END SECTION | | | 0018 7017.00 325.000 LF | 1.60000 520.00| | REMOVE GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F13 -12 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 3575 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 9110.01 20.000 HOUR| 80.00000 1600.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0020 9110.06 20.000 HOUR| 80.00000 1600.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | 0021 9110.07 20.000 HOUR| 65.00000 1300.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | 0022 L020.00 4727.000 SY | 1.45000 6854.15| | EROSION CONTROL | | | 0023 L020.08 1023.000 SY | 6.10000 6240.30| | EROSION CONTROL, TYPE AA | | | 0024 L020.09 233.000 SY | 11.20000 2609.60| | EROSION CONTROL, TYPE AAA | | | 0025 L020.10 1985.000 SY | 1.65000 3275.25| | EROSION CONTROL, TYPE HV | | | 0026 L021.06 18.000 BALE| 13.50000 243.00| | EROSION CHECKS, TYPE HV | | | 0027 L021.21 73.000 BALE| 15.50000 1131.50| | EROSION CHECKS, TYPE AA | | | 0028 L022.11 1645.000 LF | 2.10000 3454.50| | FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 153,337.86| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0029 0030.40 LUMP| 5000.00000 5000.00| | MOBILIZATION | | | 0030 1043.50 125.000 SY | 2.00000 250.00| | RIPRAP FILTER FABRIC | | | 0031 4040.00 2.000 EACH| 130.00000 260.00| | REMOVE HEADWALLS FROM CULVERTS | | | 0032 4044.00 1.000 EACH| 1600.00000 1600.00| | PREPARATION OF STRUCTURE AT STA. 36+24 | | | 0033 4050.01 136.000 CY | 15.00000 2040.00| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0034 4101.06 1.300 CY | 1400.00000 1820.00| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0035 4151.00 125.000 LB | 2.50000 312.50| | REINFORCING STEEL FOR BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F13 -13 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 3575 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 4310.24 4.000 EACH| 500.00000 2000.00| | 24" FLARED-END SECTION | | | 0037 4670.05 10.000 CY | 125.00000 1250.00| | CULVERT SANDFILL | | | 0038 4880.24 77.000 LF | 135.00000 10395.00| | JACKING 24" CULVERT PIPE, TYPE 2 CLASS | | | IV | | | 0039 6105.01 1.340 TON | 230.00000 308.20| | ROCK RIPRAP, TYPE A | | | 0040 P120.24 36.000 LF | 43.00000 1548.00| | 24" CULVERT PIPE, TYPE 2 | | | 0041 P128.24 77.000 LF | 35.00000 2695.00| | 24" CULVERT PIPE, TYPE 2 CLASS IV | | | 0042 P500.24 82.000 LF | 43.00000 3526.00| | 24" CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | | SECTION TOTALS | $ 33,004.70| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 22+55.40 163'-0" THREE SPAN PRESTRESSED CONCRETE I-TEE GIRDER BR. | | | 0043 0030.60 LUMP| 115000.00000 115000.00| | MOBILIZATION | | | 0044 3050.15 193.700 CY | 220.00000 42614.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0045 3051.10 22195.000 LB | 0.50000 11097.50| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0046 6000.10 85.000 LS | 36000.00000 36000.00| | ABUTMENT NO.1 EXCAVATION | | | 0047 6000.11 85.000 LS | 36000.00000 36000.00| | ABUTMENT NO.2 EXCAVATION | | | 0048 6005.35 109.300 LF | 70.00000 7651.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0049 6005.60 120.000 EACH| 70.00000 8400.00| | ELASTOMERIC BEARING | | | 0050 6010.22 202.200 CY | 390.00000 78858.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0051 6010.26 37.700 CY | 390.00000 14703.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F13 -14 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 3575 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 6010.28 186.000 CY | 340.00000 63240.00| | CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0053 6011.11 205.600 LS | 221000.00000 221000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 22+55.40 | | | 0054 6040.00 1.000 EACH| 205000.00000 205000.00| | REMOVE STRUCTURE AT STA. 22+44 | | | 0055 6107.00 912.000 SY | 40.00000 36480.00| | CONCRETE SLOPE PROTECTION | | | 0056 6131.50 79595.000 LB | 0.55000 43777.25| | EPOXY COATED REINFORCING STEEL | | | 0057 6139.50 66.000 SY | 40.00000 2640.00| | SUBSURFACE DRAINAGE MATTING | | | 0058 6210.50 2470.000 LF | 25.00000 61750.00| | PIPE PILING | | | 0059 6251.50 480.000 LF | 240.00000 115200.00| | DRILLED SHAFT | | | 0060 6404.16 120.000 LF | 45.00000 5400.00| | 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0061 6510.55 48.900 LS | 34000.00000 34000.00| | TEMPORARY BRIDGE SHORING | | | 0062 8091.00 150.000 CY | 35.00000 5250.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,144,060.75| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0063 0030.70 LUMP| 200.00000 200.00| | MOBILIZATION | | | 0064 7011.20 168.750 LF | 11.00000 1856.25| | W-BEAM GUARDRAIL | | | 0065 7020.00 4.000 EACH| 1500.00000 6000.00| | BRIDGE APPROACH SECTIONS | | | 0066 7024.27 4.000 EACH| 1300.00000 5200.00| | GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 13,256.25| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 8B ELECTRICAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F13 -15 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 3575 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0067 0030.81 LUMP| 800.00000 800.00| | MOBILIZATION | | | 0068 A001.01 1.000 EACH| 400.00000 400.00| | PULL BOX, TYPE PB-1 | | | 0069 A004.00 2.000 EACH| 250.00000 500.00| | TRAFFIC SIGNAL, TYPE TS-1 | | | 0070 A004.30 1.000 EACH| 1900.00000 1900.00| | TRAFFIC SIGNAL, TYPE TS-4 | | | 0071 A006.83 2.000 EACH| 500.00000 1000.00| | PEDESTAL POLE, TYPE PP-12 | | | 0072 A070.14 150.000 LF | 3.10000 465.00| | 2-INCH CONDUIT IN TRENCH | | | 0073 A074.14 155.000 LF | 16.00000 2480.00| | 2-INCH CONDUIT, JACKED | | | 0074 A077.12 455.000 LF | 0.62000 282.10| | 2/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0075 A079.50 305.000 LF | 0.42000 128.10| | GROUNDING CONDUCTOR | | | 0076 A724.01 1.000 EACH| 800.00000 800.00| | RELOCATE TRAFFIC SIGNAL | | | SECTION TOTALS | $ 8,755.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 9 BITUMINOUS | | | 0077 0002.55 86.900 STA | 15.00000 1303.50| | OVERLAY BROKEN LINES | | | 0078 0002.60 173.800 STA | 15.00000 2607.00| | OVERLAY SOLID LINES | | | 0079 0030.30 LUMP| 24000.00000 24000.00| | MOBILIZATION | | | 0080 1020.02 9.000 EACH| 17.00000 153.00| | DELINEATOR, TYPE II | | | 0081 1020.03 19.000 EACH| 17.00000 323.00| | DELINEATOR, TYPE III | | | 0082 1020.20 8.000 EACH| 23.00000 184.00| | INSTALL CHEVRONS | | | 0083 1102.05 626.000 SY | 8.00000 5008.00| | REMOVE ASPHALT SURFACING FROM PAVEMENT | | | 0084 2001.00 15.000 CY | 80.00000 1200.00| | GRAVEL SURFACE COURSE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F13 -16 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 3575 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 3040.11 9.800 SY | 130.00000 1274.00| | CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0086 3040.12 51.300 SY | 110.00000 5643.00| | CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0087 3040.13 120.700 SY | 105.00000 12673.50| | CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0088 3041.25 6.000 TON | 840.00000 5040.00| | BITUMINOUS PATCHING | | | 0089 3221.15 11.600 SY | 110.00000 1276.00| | CONCRETE PAVEMENT, CLASS PR-3500 JOINT | | | REPAIR | | | 0090 4004.50 1010.000 LB | 1.00000 1010.00| | CAST IRON GRATE AND FRAME | | | 0091 4024.55 10.000 LF | 55.00000 550.00| | FLUME SPILLWAY | | | 0092 4024.70 1.000 EACH| 1200.00000 1200.00| | CONCRETE FLUME, TYPE I | | | 0093 4024.73 2.000 EACH| 2400.00000 4800.00| | CONCRETE FLUME, TYPE IV | | | 0094 4105.59 12.800 CY | 600.00000 7680.00| | CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0095 4155.50 796.000 LB | 0.80000 636.80| | REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0096 9005.45 6630.000 TON | 34.50000 228735.00| | ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0097 9009.00 882.000 SY | 3.50000 3087.00| | PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0098 9009.75 451.000 SY | 42.00000 18942.00| | TEMPORARY SURFACING 9" | | | 0099 9021.08 358.020 TON | 225.00000 80554.50| | PERFORMANCE GRADED BINDER (64-28) | | | 0100 9030.00 2185.000 LF | 2.80000 6118.00| | CONSTRUCTING ASPHALTIC CONCRETE CURB | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F13 -17 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 3575 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 9034.00 570.000 SY | 3.80000 2166.00| | PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0102 9053.00 3110.000 GAL | 0.95000 2954.50| | TACK COAT | | | 0103 9111.00 34.000 MGAL| 10.00000 340.00| | WATER | | | 0104 9170.00 90.180 STA | 100.00000 9018.00| | EARTH SHOULDER CONSTRUCTION | | | 0105 9173.20 3661.000 SY | 0.80000 2928.80| | SUBGRADE PREPARATION | | | 0106 9179.80 2.000 EACH| 1600.00000 3200.00| | MILLING CONCRETE FOR INLAYS | | | 0107 9188.50 709.000 SY | 24.50000 17370.50| | SURFACING UNDER GUARDRAIL | | | 0108 L001.02 7.000 ACRE| 670.00000 4690.00| | SEEDING, TYPE B | | | 0109 L032.75 16.000 TON | 70.00000 1120.00| | MULCH | | | 0110 P402.15 302.000 LF | 28.00000 8456.00| | 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 466,242.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0111 0001.08 3000.000 BDAY| 0.50000 1500.00| | BARRICADE, TYPE II | | | 0112 0001.10 1793.000 BDAY| 1.30000 2330.90| | BARRICADE, TYPE III | | | 0113 0001.75 560.000 EACH| 2.00000 1120.00| | TEMPORARY SIGN DAY | | | 0114 0001.90 12784.000 EACH| 0.62000 7926.08| | SIGN DAY | | | 0115 0001.99 15.000 EACH| 5.00000 75.00| | CONTRACTOR FURNISHED SIGN DAY | | | 0116 0002.30 1250.000 LF | 0.60000 750.00| | PAVEMENT MARKING REMOVAL | | | 0117 0002.39 4800.000 LF | 0.85000 4080.00| | TEMPORARY PAVEMENT MARKING, TYPE II | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F13 -18 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 3575 COUNTIES : BURT LETTING DATE : 11/13/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 0002.47 2500.000 LF | 0.95000 2375.00| | TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0119 0002.61 135.000 EACH| 24.00000 3240.00| | PLOWABLE PAVEMENT MARKER | | | 0120 0003.10 80.000 DAY | 180.00000 14400.00| | FLAGGING | | | 0121 0003.50 700.000 LF | 45.00000 31500.00| | CONCRETE PROTECTION BARRIER | | | 0122 0003.56 500.000 LF | 20.00000 10000.00| | RELOCATE CONCRETE PROTECTION BARRIER | | | 0123 0003.70 2.000 EACH| 400.00000 800.00| | TEMPORARY RUMBLE STRIP | | | 0124 0003.75 1.000 EACH| 10000.00000 10000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0125 0010.04 1.000 EACH| 3000.00000 3000.00| | FIELD OFFICE | | | 0126 0020.00 1000.000 HOUR| 0.80000 800.00| | TRAINING | | | 0127 0030.00 LUMP| 10000.00000 10000.00| | MOBILIZATION | | | SECTION TOTALS | $ 103,896.98| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,922,553.84| $ 0.00| $ ====================================================================================================================================
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